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24-102 QLM, Inc. for All-Inclusive Playground at Jollyman Park Project All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 1 Contract This public works contract (“Contract”) is entered into by and between the City of Cupertino (“City”) and QLM, Inc. (“Contractor”), for work on the All-Inclusive Playground at Jollyman Park Project (“Project”). The parties agree as follows: 1. Award of Contract. In response to the Notice Inviting Bids, Contractor has submitted a Bid Proposal to perform the Work to construct the Project. On June 4, 2024. City authorized award of this Contract to Contractor for the amount set forth in Section 4, below. City has elected to include the following Project alternate(s) in the Contract: Deductive Alternate #2: Raised Sand Table For base bid, Contractor to supply and install Raised Sand Table. For Bid Alternative, Raised Sand Table is removed from project. Deduct: $70,000.00 Deductive Alternate #3: Vine Trellis at Discovery Path For base bid, Contractor to supply and install Vine Trellis at Discovery Path. For Bid Alternative, Vine Trellis is removed from project. Deduct: $65,000.00 Deductive Alternate #4: Drums For base bid, Contractor to supply and install drums. For Bid Alternative, drums are removed from project. Deduct: $10,000.00 Deductive Alternate #5: Chimes, Concrete Seatwall, and associated Pedestrian Concrete Paving For base bid, Contractor to supply and install Pedestrian Concrete Paving with Concrete Seatwall in the almost circular node off the Upper Sloped Path, and the Chimes. For Bid Alternative, this area is removed from the project and replaced with planting and irrigation; planting to be a continuation of adjacent treatment – Phormium tenax ‘Yellow Wave’, Lomandra longifolia ‘Breeze’, and Arctostaphylos x “Pacific Mist’. Deduct: $22,000.00 Deductive Alternate #6: Picnic Area North of Spinner with ADA Picnic Table, Picnic Table, and Buffet Table All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 2 For base bid, Contractor to supply and install picnic area and tables as indicated. For Bid Alternative, Owner will supply tables and Contractor to build picnic area and install Owner-provided tables. Deduct: $20,000.00 Deductive Alternate #7: Central Picnic Area For base bid, Contractor to supply and install picnic area and tables as indicated. For Bid Alternative, Owner will supply picnic tables and Contractor to build picnic area and install Owner-provided tables. Deduct: $25,000.00 Deductive Alternate #8: Bike Parking by Restroom For base bid, Contractor to supply and install bike parking area and racks as indicated. For Bid Alternative, this area will be removed from project and just cleared. Deduct: $2,000.00 2. Contract Documents. The Contract Documents incorporated into this Contract include and are comprised of all of the documents listed below. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, including this Contract. 2.1 Notice Inviting Bids; 2.2 Instructions to Bidders; 2.3 Addenda, if any; 2.4 Bid Proposal and attachments thereto; 2.5 Contract; 2.6 Payment and Performance Bonds; 2.7 General Conditions; 2.8 Special Conditions; 2.9 Project Plans and Specifications; 2.10 Change Orders, if any; 2.11 Notice of Potential Award; and 2.12 Notice to Proceed. 3. Contractor’s Obligations. Contractor will perform all of the Work required for the Project, as specified in the Contract Documents. Contractor must provide, furnish, and supply all things necessary and incidental for the timely performance and completion of the Work, including all necessary labor, materials, supplies, tools, equipment, transportation, onsite facilities, and utilities, unless otherwise specified in the Contract Documents. Contractor must use its best efforts to diligently All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 3 prosecute and complete the Work in a professional and expeditious manner and to meet or exceed the performance standards required by the Contract Documents. 4. Payment. As full and complete compensation for Contractor’s timely performance and completion of the Work in strict accordance with the terms and conditions of the Contract Documents, City will pay Contractor $3,863,430.00 (“Contract Price”) for all of Contractor’s direct and indirect costs to perform the Work, including all labor, materials, supplies, equipment, taxes, insurance, bonds and all overhead costs, in accordance with the payment provisions in the General Conditions. 5. Time for Completion. Contractor will fully complete the Work for the Project, meeting all requirements for Final Completion, within 270 calendar days from the start date set forth in the Notice to Proceed (“Contract Time”). By signing below, Contractor expressly waives any claim for delayed early completion. 6. Liquidated Damages. As further specified in Section 5.4 of the General Conditions, if Contractor fails to complete the Work within the Contract Time, City will assess liquidated damages in the amount of $1200.00 per day for each day of unexcused delay in achieving Final Completion, and such liquidated damages may be deducted from City’s payments due or to become due to Contractor under this Contract. 7. Labor Code Compliance. 7.1 General. This Contract is subject to all applicable requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, including requirements pertaining to wages, working hours and workers’ compensation insurance, as further specified in Article 9 of the General Conditions. 7.2 Prevailing Wages. This Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. Copies of these prevailing rates are available online at http://www.dir.ca.gov/DLSR. 7.3 DIR Registration. City may not enter into the Contract with a bidder without proof that the bidder and its Subcontractors are registered with the California Department of Industrial Relations to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 4 8. Workers’ Compensation Certification. Pursuant to Labor Code § 1861, by signing this Contract, Contractor certifies as follows: “I am aware of the provisions of Labor Code § 3700 which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work on this Contract.” 9. Conflicts of Interest. Contractor, its employees, Subcontractors and agents, may not have, maintain or acquire a conflict of interest in relation to this Contract in violation of any City ordinance or requirement, or in violation of any California law, including Government Code § 1090 et seq., or the Political Reform Act, as set forth in Government Code § 81000 et seq. and its accompanying regulations. Any violation of this Section constitutes a material breach of the Contract. 10. Independent Contractor. Contractor is an independent contractor under this Contract and will have control of the Work and the means and methods by which it is performed. Contractor and its Subcontractors are not employees of City and are not entitled to participate in any health, retirement, or any other employee benefits from City. 11. Notice. Any notice, billing, or payment required by or pursuant to the Contract Documents must be made in writing, signed, dated and sent to the other party by personal delivery, U.S. Mail, a reliable overnight delivery service, or by email as a PDF file. Notice is deemed effective upon delivery, except that service by U.S. Mail is deemed effective on the second working day after deposit for delivery. Notice for each party must be given as follows: City: Public Works, CIP Division 10300 Torre Avenue Cupertino, CA 95014 (408)777-3354 Attn: Susan Michael, CIP Manager susanm@cupertino.gov Contractor: Name: QLM, Inc. Address: 94 Umbarger Road City/State/Zip: San Jose, CA 95111 Phone: 408-640-0336 Attn: Darrell Quals Email: Darrell.qualls@qlm-inc.com Copy to: Hector.deanda@qlm-inc.com 12. General Provisions. 12.1 Assignment and Successors. Contractor may not assign its rights or obligations under this Contract, in part or in whole, without City’s written All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 5 consent. This Contract is binding on Contractor’s and City’s lawful heirs, successors and permitted assigns. 12.2 Third Party Beneficiaries. There are no intended third party beneficiaries to this Contract. 12.3 Governing Law and Venue. This Contract will be governed by California law and venue will be in the Santa Clara County Superior Court, and no other place. Contractor waives any right it may have pursuant to Code of Civil Procedure § 394, to file a motion to transfer any action arising from or relating to this Contract to a venue outside of Santa Clara County, California. 12.4 Amendment. No amendment or modification of this Contract will be binding unless it is in a writing duly authorized and signed by the parties to this Contract. 12.5 Integration. This Contract and the Contract Documents incorporated herein, including authorized amendments or Change Orders thereto, constitute the final, complete, and exclusive terms of the agreement between City and Contractor. 12.6 Severability. If any provision of the Contract Documents is determined to be illegal, invalid, or unenforceable, in whole or in part, the remaining provisions of the Contract Documents will remain in full force and effect. 12.7 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Contractor certifies, by signing below, that it is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the “Act”), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. 12.8 Authorization. Each individual signing below warrants that he or she is authorized to do so by the party that he or she represents, and that this Contract is legally binding on that party. If Contractor is a corporation, signatures from two officers of the corporation are required pursuant to California Corporations Code § 313. [Signatures are on the following page.] All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 6 The parties agree to this Contract as witnessed by the signatures below: CITY: Approved as to form: s/_______________________________ s/__________________________________ ________________________________ ___________________________________ Name, Title Name, Title Date: ___________________________ Date: ______________________________ Attest: s/_______________________________ _________________________________ Name, Title Date: ___________________________ CONTRACTOR: ___________________________________________________ Business Name s/_______________________________ Seal: Darrell Qualls, President_________ Name, Title Date: ____________________________ Second Signature (See Section 12.8): s/_______________________________ QLM Jun 28, 2024 Christopher D. Jensen Christopher D. Jensen City Attorney Jun 28, 2024 Pamela Wu City Manager Jun 28, 2024 Kirsten Squarcia City Clerk Jun 28, 2024 All-Inclusive Playground at Jollyman Park 2024 Form CONTRACT CIP Project #2019-15 Page 7 __Yen Nguyen, Accountant________ Name, Title Date: ____________________________ __#560651, 06/30/24________________ Contractor’s California License Number(s) and Expiration Date(s) END OF CONTRACT Jun 28, 2024 March 28, 2024 Re: Jollyman AIPG_Notice Inviting Bids 03-28-2024 The City of Cupertino posts the “Jollyman All Inclusive Playground and Adult- Assistive Bathroom Facility” project documents, and is open for public bid submission. Please review the “Notice Inviting Bids” for the submittal requirements, due dates and project scope. This project replaces and expands the existing play area in the southwest corner of Jollyman Park, with a new All-Inclusive play area and supporting facilities. The project generally involves installation of a new all-inclusive play area, associated play elements, picnic areas, fencing, custom interactive art piece, pathways, planting, restroom, irrigation, and utilities at an existing park. City permit documents have been submitted and are in process; Stormwater Maintenance Plan (SWMP) Report will be completed prior to the Contractor pulling permits. Sincerely, Susan Michael, RA CIP Manager Bid Documents available for downloading: • Jollyman AIPG_Notice Inviting Bids 03-28-2024.pdf • Jollyman AIPG_Project Manual 03-28-2024.pdf • Jollyman AIPG_Technical Specs 03-28-2024.pdf • Jollyman AIPG_Bid drwgs 03-28-2024.pdf • Jollyman AIPG_Reference Info 03-28-2024.pdf All-Inclusive Playground at Jollyman Park NOTICE INVITING BIDS CIP Project #2019-15 Page 1 Notice Inviting Bids 1. Bid Submission. City of Cupertino (“City”) will accept electronically submitted bids for its All-Inclusive Playground at Jollyman Park Capital Improvement Program Project (“Project”), by or before April 25, 2024 at 2pm PST, via electronic submission to the City’s “Business Opportunities” online portal in the manner set forth in Section 1 of the Instructions to Bidders, at which time the bids will be opened by the City. 2. Project Information. 2.1 Location and Description. The Project is located at 1000 South Stelling Drive and is described as follows: . This project replaces and expands the existing play area in the southwest corner of Jollyman Park, with a new All-Inclusive play area and supporting facilities. The project generally involves installation of a new all-inclusive play area, associated play elements, picnic areas, fencing, custom interactive art piece, pathways, planting, restroom, irrigation, and utilities at an existing park. City permit documents have been submitted and are in process; Stormwater Maintenance Plan (SWMP) Report will be completed prior to the Contractor pulling permits. 2.2 Time for Final Completion The Project must be fully completed within 270 calendar days from the start date set forth in the Notice to Proceed. City anticipates that the Work will begin on or about June 17, 2024 but the anticipated start date is provided solely for convenience and is neither certain nor binding. 2.3 Estimated Cost. The estimated construction cost is $3,950,000.00. 3. License and Registration Requirements. 3.1 License. This Project requires a valid California contractor’s license for the following classification(s): A – General Engineering Contractor 3.2 DIR Registration. City may not accept a Bid Proposal from or enter into the Contract with a bidder, without proof that the bidder is registered with the California Department of Industrial Relations (“DIR”) to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. All-Inclusive Playground at Jollyman Park NOTICE INVITING BIDS CIP Project #2019-15 Page 2 4. Contract Documents. The plans, specifications, bid forms and contract documents for the Project, and any addenda thereto (“Contract Documents”) may be downloaded from City’s Business Opportunities website located at: https://apps.cupertino.org/bidmanagement/index.aspx. A printed copy of the Contract Documents is not available. 5. Bid Security. The Bid Proposal must be accompanied by bid security of ten percent of the maximum bid amount, in the form of a cashier’s or certified check made payable to City, or a bid bond executed by a surety licensed to do business in the State of California on the Bid Bond form included with the Contract Documents, in the manner set forth in Section 4 of the Instructions to Bidders. The bid security must guarantee that within ten days after City issues the Notice of Potential Award, the successful bidder will execute the Contract and submit the payment and performance bonds, insurance certificates and endorsements, valid Certificates of Reported Compliance as required under the California Air Resources Board’s In-Use Off-Road Diesel-Fueled Fleets Regulation (13 CCR § 2449 et seq.) (“Off- Road Regulation”), if applicable, and any other submittals required by the Contract Documents and as specified in the Notice of Potential Award. 6. Prevailing Wage Requirements. 6.1 General. Pursuant to California Labor Code § 1720 et seq., this Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. 6.2 Rates. The prevailing rates are on file with the City and are available online at http://www.dir.ca.gov/DLSR. Each Contractor and Subcontractor must pay no less than the specified rates to all workers employed to work on the Project. The schedule of per diem wages is based upon a working day of eight hours. The rate for holiday and overtime work must be at least time and one-half. 6.3 Compliance. The Contract will be subject to compliance monitoring and enforcement by the DIR, under Labor Code § 1771.4. 7. Performance and Payment Bonds. The successful bidder will be required to provide performance and payment bonds, each for 100% of the Contract Price, as further specified in the Contract Documents. All-Inclusive Playground at Jollyman Park NOTICE INVITING BIDS CIP Project #2019-15 Page 3 8. Substitution of Securities. Substitution of appropriate securities in lieu of retention amounts from progress payments is permitted under Public Contract Code § 22300. 9. Subcontractor List. Each Subcontractor must be registered with the DIR to perform work on public projects. Each bidder must submit a completed Subcontractor List form with its Bid Proposal, including the name, location of the place of business, California contractor license number, DIR registration number, and percentage of the Work to be performed (based on the base bid price) for each Subcontractor that will perform Work or service or fabricate or install Work for the prime contractor in excess of one-half of 1% of the bid price, using the Subcontractor List form included with the Contract Documents. 10.Bidders’ Conference. A bidders’ conference will be held on April 9, 2024 at 2 pm PST at Jollyman Park (1000 South Stelling Road, Cupertino), in the southwest playground area to acquaint all prospective bidders with the Contract Documents and the Worksite. The bidders’ conference is not mandatory. 11. Specific Brands. Pursuant to referenced provision(s) of Public Contract Code § 3400(c), City has found that the following specific brands are required for the following particular material(s), product(s), thing(s), or service(s), and no substitutions will be considered or accepted: Item: Required brand: Reference: Interactive Art Feature UAP (c)(3) Note: Under Public Contract Code § 3400(c), a sole source specification is only permitted as follows: (c)(1) required for field testing or experiment; (c)(2) required to match products in use for the improvement; (c)(3) a necessary item that is only available from one source; or (c)(4) required to respond to a state-declared emergency. 12.Instructions to Bidders. All bidders should carefully review the Instructions to Bidders for more detailed information before submitting a Bid Proposal. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, as defined therein, including this Notice Inviting Bids. By: ___________________________________ Date: ________________ Kirsten Squarcia, City Clerk Publication Date: 4/5/24 & 4/12/24 END OF NOTICE INVITING BIDS 3/28/24 All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 4 Instructions to Bidders Each Bid Proposal submitted to City of Cupertino (“City”) for its All-Inclusive Playground at Jollyman Park Project (“Project”) must be submitted in accordance with the following instructions and requirements: 1. Bid Submission. 1.1 General. Each Bid Proposal must be completed, using the form provided in the Contract Documents, signed, and submitted to City, with all required forms and attachments, by or before the date and time set forth in Section 1 of the Notice Inviting Bids, or as amended by subsequent addendum. Faxed or physical copies of Bid Proposals will not be accepted, unless otherwise specified. Late submissions will not be considered. City reserves the right to postpone the date or time for receiving or opening bids. Each bidder is solely responsible for all costs to prepare and submit its bid and by submitting a bid waives any right to recover those costs from City. The bid price(s) must include all costs to perform the Work as specified, including all labor, material, supplies, and equipment and all other direct or indirect costs such as applicable taxes, insurance and overhead. 1.2 Electronic Submission. The Bid Proposal and all required forms and attachments must be submitted in PDF format on the City’s “Business Opportunities” portal at https://apps.cupertino.org/bidmanagement/index.aspx. To submit a bid, (1) select the folder icon in the “Actions” column for the Project; (2) select the “Electronic Submission” tab; (3) when the log-in screen appears, enter the log-in credentials used to access the Contract Documents and/or create an account, as appropriate; (4) after logging in, carefully follow all instructions for electronic submission of the Bid Proposal and all required forms and attachments. Each bidder should familiarize itself with the City’s “Business Opportunities” portal before the bid deadline. Electronic submission may take more time than anticipated. Each bidder should plan accordingly and afford itself ample time to upload its bid. Bids that are in the process of uploading but are not completely uploaded by the bid deadline will be automatically rejected by the portal. The portal will not allow submission after the bid deadline. 1.3 Bid Posting. The amount of each bid and such other relevant information as the City deems appropriate, together with the name of each bidder, shall be posted on the City website https://apps.cupertino.org/bidmanagement/index.aspx on the first working day following a period of 48 hours after the bid opening and remain open to public inspection for a period of not less than fifteen (15) calendar days after the bid opening. All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 5 1.4 DIR Registration. Subject to limited legal exceptions for joint venture bids and federally-funded projects, City may not accept a Bid Proposal from a bidder without proof that the bidder is registered with the DIR to perform public work under Labor Code § 1725.5. If City is unable to confirm that the bidder is currently registered with the DIR, City may disqualify the bidder without opening its bid. (Labor Code §§ 1725.5 and 1771.1(a).) 2. Bid Proposal Form and Enclosures. Each Bid Proposal must be completed legibly using the Bid Proposal form included with the Contract Documents. The Bid Proposal form must be fully completed without interlineations, alterations, or erasures. Any necessary corrections must be clear and legible and must be initialed by the bidder’s authorized representative. A Bid Proposal submitted with exceptions or terms such as “negotiable,” “will negotiate,” or similar, will be considered nonresponsive. Each Bid Proposal must be accompanied by bid security, as set forth in Section 4 below, and by a completed Subcontractor List and Non-Collusion Declaration using the forms included with the Contract Documents, a PDF copy of the bid security, and any other required enclosures, as applicable. In addition to submitting a PDF copy of the bid security, each bidder must also send the original form of bid security to the City, as set forth in Section 4, below. 3. Authorization and Execution. Each Bid Proposal must be signed by the bidder’s authorized representative. A Bid Proposal submitted by a partnership must be signed in the partnership name by a general partner with authority to bind the partnership. A Bid Proposal submitted by a corporation must be signed with the legal name of the corporation, followed by the signature and title of two officers of the corporation with full authority to bind the corporation to the terms of the Bid Proposal, under California Corporations Code § 313. 4. Bid Security. Each bid must be guaranteed by bid security of ten percent of the maximum bid amount, in the form of a cashier’s or certified check made payable to the City or bid bond using the form included in the Contract Documents and executed by a surety licensed to do business in the State of California. 4.1 Form of Security and Submission. In addition to submitting a PDF copy of the bid security, the wet-inked original bid bond, cashier’s or certified check, must be sent to the City via U.S. Mail or a reliable overnight delivery service in a sealed envelope addressed to City of Cupertino, Office of the City Clerk, 10300 Torre Avenue, Cupertino, CA 95014 and clearly labeled with the bidder’s legal name and address, the Project title, and date and time of the bid deadline. The envelope containing the original form of bid security must be postmarked or otherwise dated to show that it was submitted to the United States Postal Service or overnight delivery service by or before the date of the bid deadline. All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 6 4.2 Bid Guarantee. The bid security must guarantee that, within ten days after issuance of the Notice of Potential Award, the bidder will: execute and submit the enclosed Contract for the bid price; submit payment and performance bonds for 100% of the maximum Contract Price; submit the insurance certificates and endorsements, submit valid Certificates of Reported Compliance as required by the Off-Road Regulation, if applicable, and any other submittals, if any, required by the Contract Documents or the Notice of Potential Award. A Bid Proposal may not be withdrawn for a period of 60 days after the bid opening without forfeiture of the bid security, except as authorized for material error under Public Contract Code § 5100 et seq. 5. Requests for Information. Questions or requests for clarifications regarding the Project, the bid procedures, or any of the Contract Documents must be submitted via email to Susan Michael, CIP Manager, at SusanM@cupertino.gov. Oral responses are not authorized and are not binding on the City. Bidders should submit any such written inquiries before the “RFI due date” listed in the Bid Dates. Questions received any later might not be addressed before the bid deadline. An interpretation or clarification by City in response to a written inquiry will be issued in an addendum. 6. Pre-Bid Investigation. 6.1 General. Each bidder is solely responsible at its sole expense for diligent and thorough review of the Contract Documents, examination of the Project site, and reasonable and prudent inquiry concerning known and potential site and area conditions prior to submitting a Bid Proposal. Each bidder is responsible for knowledge of conditions and requirements which reasonable review and investigation would have disclosed. However, except for any areas that are open to the public at large, bidders may not enter property owned or leased by the City or the Project site without prior written authorization from City. 6.2 Document Review. Each bidder is responsible for review of the Contract Documents and any informational documents provided “For Reference Only,” e.g., as-builts, technical reports, test data, and the like. Please take note of the Bid Alternative descriptions in the Bid Proposal Form. A bidder is responsible for notifying City of any errors, omissions, inconsistencies, or conflicts it discovers in the Contract Documents, acting solely in its capacity as a contractor and subject to the limitations of Public Contract Code § 1104. Notification of any such errors, omissions, inconsistencies, or conflicts must be submitted in writing to the City no later than five Working Days before the scheduled bid opening. (See Section 5, above.) City expressly disclaims responsibility for assumptions a bidder might draw from the presence or absence of information provided by City. All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 7 6.3 Project Site. Questions regarding the availability of soil test data, water table elevations, and the like should be submitted to the City in writing, as specified in Section 5, above. Any subsurface exploration at the Project site must be done at the bidder’s expense, but only with prior written authorization from City. All soil data and analyses available for inspection or provided in the Contract Documents apply only to the test hole locations. Any water table elevation indicated by a soil test report existed on the date the test hole was drilled. The bidder is responsible for determining and allowing for any differing soil or water table conditions during construction. Because groundwater levels may fluctuate, difference(s) in elevation between ground water shown in soil boring logs and ground water actually encountered during construction will not be considered changed Project site conditions. Actual locations and depths must be determined by bidder’s field investigation. The bidder may request access to underlying or background information on the Project site in City’s possession that is necessary for the bidder to form its own conclusions, including, if available, record drawings or other documents indicating the location of subsurface lines, utilities, or other structures. 6.4 Utility Company Standards. The Project must be completed in a manner that satisfies the standards and requirements of any affected utility companies or agencies (collectively, “utility owners”). The successful bidder may be required by the third party utility owners to provide detailed plans prepared by a California registered civil engineer showing the necessary temporary support of the utilities during coordinated construction work. Bidders are directed to contact the affected third party utility owners about their requirements before submitting a Bid Proposal. 7. Bidders Interested in More Than One Bid. No person, firm, or corporation may submit or be a party to more than one Bid Proposal unless alternate bids are specifically called for. However, a person, firm, or corporation that has submitted a subcontract proposal or quote to a bidder may submit subcontract proposals or quotes to other bidders. 8. Addenda. Any addenda issued prior to the bid opening are part of the Contract Documents. Subject to the limitations of Public Contract Code § 4104.5, City reserves the right to issue addenda prior to bid time. Each bidder is solely responsible for ensuring it has received and reviewed all addenda prior to submitting its bid. Bidders should check City’s website periodically for any addenda or updates on the Project at: https://apps.cupertino.org/bidmanagement/index.aspx. 9. Brand Designations and “Or Equal” Substitutions. Any specification designating a material, product, thing, or service by specific brand or trade name, followed by the words “or equal,” is intended only to indicate quality and type of item desired, and bidders may request use of any equal material, product, thing, or service. All data substantiating the All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 8 proposed substitute as an equal item must be submitted with the written request for substitution. A request for substitution must be submitted with the Bid Proposal. This provision does not apply to materials, products, things, or services that may lawfully be designated by a specific brand or trade name under Public Contract Code § 3400(c). 10. Bid Protest. Any bid protest against another bidder must be submitted in writing and received by City at 10300 Torre Avenue, Cupertino, CA 95114 or sent via email at CapitalProjects@cupertino.gov before 5:00 p.m. no later than two Working Days following the date upon which the City posts the bid results (“Bid Protest Deadline”) and must comply with the following requirements: 10.1 General. Only a bidder who has actually submitted a Bid Proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest. For purposes of this Section 10, a “Working Day” means a day that City is open for normal business, and excludes weekends and holidays observed by City. Pursuant to Public Contract Code § 4104, inadvertent omission of a Subcontractor’s DIR registration number on the Subcontractor List form is not grounds for a bid protest, provided it is corrected within 24 hours of the bid opening or as otherwise provided under Labor Code § 1771.1(b). 10.2 Protest Contents. The bid protest must contain a complete statement of the basis for the protest and must include all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Contract Documents upon which the protest is based. The protest must include the name, address, email address, and telephone number of the protesting bidder and any person submitting the protest on behalf of or as an authorized representative of the protesting bidder. 10.3 Copy to Protested Bidder. Upon submission of its bid protest to City, the protesting bidder must also concurrently transmit the protest and all supporting documents to the protested bidder, and to any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest, by email or hand delivery to ensure delivery before the Bid Protest Deadline. 10.4 Response to Protest. The protested bidder may submit a written response to the protest, provided the response is received by City before 5:00 p.m., within two Working Days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (the “Response Deadline”). The response must attach all supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 9 and telephone number of the person responding on behalf of or representing the protested bidder if different from the protested bidder. 10.5 Copy to Protesting Bidder. Upon submission of its response to the bid protest to the City, the protested bidder must also concurrently transmit by email or hand delivery, by or before the Response Deadline, a copy of its response and all supporting documents to the protesting bidder and to any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest. 10.6 Exclusive Remedy. The procedure and time limits set forth in this Section are mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest. A bidder’s failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings. 10.7 Right to Award. City reserves the right, acting in its sole discretion, to reject any bid protest that it determines lacks merit, to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a Notice to Proceed with the Work notwithstanding any pending or continuing challenge to its determination. 11. Reservation of Rights. City reserves the unfettered right, acting in its sole discretion, to waive or to decline to waive any immaterial bid irregularities; to accept or reject any or all bids; to cancel or reschedule the bid; to postpone or abandon the Project entirely; or to perform all or part of the Work with its own forces. The Contract will be awarded, if at all, within 60 days after opening of bids or as otherwise specified in the Special Conditions, to the responsible bidder that submitted the lowest responsive bid. Any planned start date for the Project represents the City’s expectations at the time the Notice Inviting Bids was first issued. City is not bound to issue a Notice to Proceed by or before such planned start date, and it reserves the right to issue the Notice to Proceed when the City determines, in its sole discretion, the appropriate time for commencing the Work. The City expressly disclaims responsibility for any assumptions a bidder might draw from the presence or absence of information provided by the City in any form. Each bidder is solely responsible for its costs to prepare and submit a bid, including site investigation costs. 12. Bonds. Within ten calendar days following City’s issuance of the Notice of Potential Award to the successful bidder, the bidder must submit payment and performance bonds to City as specified in the Contract Documents using the bond forms included in the Contract Documents. All required bonds must be calculated on the maximum total Contract Price as awarded, including additive alternates, if applicable. All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 10 13. License(s). The successful bidder and its Subcontractor(s) must possess the California contractor’s license(s) in the classification(s) required by law to perform the Work. The successful bidder must also obtain a City business license within 30 days following City’s issuance of the Notice of Potential Award. Subcontractors must also obtain a City business license before performing any Work. 14. Ineligible Subcontractor. Any Subcontractor who is ineligible to perform work on a public works project under Labor Code §§ 1777.1 or 1777.7 is prohibited from performing work on the Project. 15. Safety Orders. If the Project includes construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five feet or deeper, each bid must include a bid item for adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which comply with safety orders as required by Labor Code § 6707. 16. Subcontractor Work Limits. The prime contractor must perform at least 51% of the Work on the Project, calculated as a percentage of the base bid price, with its own forces, except for any Work identified as “Specialty Work” in the Contract Documents. The total bid amount for any such Specialty Work, as shown on the Bid Schedule, may be deducted from the base bid price before computing the self-performance requirement. The remaining Work may be performed by qualified Subcontractor(s). 17. Additive and Deductive Alternates. As required by Public Contract Code § 20103.8, if this bid solicitation includes additive or deductive items, the method checked below (17 B) will be used to determine the lowest bid. City retains the right to add to or deduct from the Contract any of the additive or deductive alternates included in the Bid Proposal. 17 (A) The lowest bid will be the lowest bid price on the base contract without consideration of the prices on the additive or deductive items. 17 (B) The lowest bid will be the lowest total of the bid prices on the base contract and those additive or deductive items that were specifically identified in the bid solicitation or Bid Proposal as being used for the purpose of determining the lowest bid price. 17 (C) The lowest bid will be the lowest total of the bid prices on the base contract and those additive or deductive items taken in order from a specifically identified list of those items that, when in the solicitation, and added to, or subtracted from, the base contract, are less than, or equal to, a funding amount publicly disclosed by City before the first bid is opened. All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 11 17 (D) The lowest bid will be determined in a manner that prevents any information that would identify any of the bidders or the proposed subcontractors or suppliers from being revealed to City before the ranking of all bidders from lowest to highest has been determined. 18. Bid Schedule. Each bidder must complete the Bid Schedule form with unit prices as indicated and submit the completed Bid Schedule with its Bid Proposal. Reference the specifications for related costs – such as third party review, testing, etc., and drawing sheet G0.00 for deferred submittals – related to the bid items. Additional detail for many items listed in the bid schedule can be found in the section that follows the Bid Schedule in this document, “Measurement and Payment”. 18.1 Incorrect Totals. In the event a computational error for any bid item (base bid or alternate) results in an incorrect extended total for that item, the submitted base bid or bid alternate total will be adjusted to reflect the corrected amount as the product of the estimated quantity and the unit cost. In the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid, and the amount entered as the base bid on the Bid Proposal form, the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid will be deemed the base bid price. Likewise, in the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for any bid alternate, and the amount entered for the alternate on the Bid Proposal form, the actual total of the itemized prices shown on the Bid Schedule for that alternate will be deemed the alternate price. Nothing in this provision is intended to prevent a bidder from requesting to withdraw its bid for material error under Public Contract Code § 5100 et seq. 18.2 Estimated Quantities. Unless identified as a “Final Pay Quantity,” the quantities shown on the Bid Schedule are estimated and the actual quantities required to perform the Work may be greater or less than the estimated amount. The Contract Price will be adjusted to reflect the actual quantities required for the Work based on the itemized or unit prices provided in the Bid Schedule, with no allowance for anticipated profit for quantities that are deleted or decreased, and no increase in the unit price, and without regard to the percentage increase or decrease of the estimated quantity and the actual quantity. 19. In-Use Off-Road Diesel-Fueled Fleets. If the Project involves the use of vehicles subject to the California Air Resources Board’s In-Use Off-Road Diesel-Fueled Fleets Regulation (13 CCR § 2449 et seq.) (“Off-Road Regulation”), then within ten calendar days following City’s issuance of the Notice of Potential Award to the successful bidder, the bidder must submit to City valid Certificates of Reported Compliance for its fleet and its listed All-Inclusive Playground at Jollyman Park INSTRUCTIONS TO BIDDERS CIP Project #2019-15 Page 12 Subcontractors, if applicable, in accordance with the Off-Road Regulation, unless exempt under the Off-Road Regulation. 20. Bidder’s Questionnaire. A completed, signed Bidder’s Questionnaire using the form provided with the Contract Documents and including all required attachments must be submitted within 48 hours following a request by City. A bid that does not fully comply with this requirement may be rejected as nonresponsive. A bidder who submits a Bidder’s Questionnaire which is subsequently determined to contain false or misleading information, or material omissions, may be disqualified as non-responsible. 21. For Reference Only. The following documents are provided “For Reference Only,” as defined in Section 3.4 of the General Conditions: Document Title Date Jollyman AIPG: Geotech Report - Final 5/4/2022 Jollyman AIPG: Geotech Report with added area Dec. 2022 12/21/2022 Jollyman AIPG: Structural Calculations 3/19/2024 Jollyman AIPG: Special Inspections Schedule 3/13/2024 Excerpts from October 2018 County of Santa Clara All-Inclusive Playground Grant Program Application 10/1/2018 Additional information on the project and its history is available online: Document Title URL City of Cupertino Parks and Recreation System Master Plan: 2020 final plan and appendices, as well as the Parks and Recreation Strategic Plan https://parksmp.cupertino.org/index.html City of Cupertino Property Information https://gis.cupertino.org/propertyinfo/ City of Cupertino’s website page on the project https://www.cupertino.org/our- city/departments/public-works/capital- improvement-program-projects/all- inclusive-playground-at-jollyman-park City of Cupertino’s community engagement webpage on the project https://engagecupertino.org/jollyman END OF INSTRUCTIONS TO BIDDERS ADDENDUM NO. 1 Issued: April 10, 2024 Jollyman Park All-Inclusive Playground Project Construction Bid Opening: April 25, 2024-2:00PM TO ALL PROSPECTIVE FIRMS: This addendum is issued to modify and/or clarify the previously issued bid documents. You must indicate receipt of this addendum within the Bid Proposal of your bid submittal. Failure to do so may cause rejection of your submittal. QUESTIONS/CLARIFICATIONS The following questions have been received by the City. The City response is below each question. 1. Q: Due to the nature/scope of the works the project had some building works components, will the city reconsider/waive the bidding licensing from A to A or B prime contractor to bid? A: No, the requirement for an “A” class contractor license stands. 2. Q: I’d like to submit a substitution request for the synthetic turf product on the Jollyman Park Project. Would this go directly to you? I didn’t see a specific Substitution Request Form in the Project Manual. Let me know if I missed something? A: Please refer to page 7 of the “Instructions to Bidders” (#9) for substitution request information, and section 7.7 of the General Conditions (starting on page 87). [New] Substitution Form is attached. Substitution requests will be part of the Bid Submittal package. For that reason, the substitution cost differential must be included when submitting the request. 3. Q: Special Condition 4 (page 122) states that a Construction Manager will be assigned to this project. Does the city know at this time what person or firm will be the Construction Manager (CM)? If not, is there a list of firms that are eligible to be assigned to this role? A: At this time, the City does not know who the Construction Manager will be. The City does have a list of pre-qualified CMs. APPROVED BY: Jimmy Tan [Acting] Director of Public Works PROJECT TITLE Project No. 00 63 25 - 1 Substitution Request Form DOCUMENT 00 63 25 SUBSTITUTION REQUEST FORM To: City Engineer, City of San Bruno (650) 616-7065 Project: Contractor: Subcontractor/Supplier: Drawing Sheet Reference/Detail No: The undersigned Contractor hereby submits for consideration the following equipment instead of the specified item for the above Project: Section Paragraph Specified Item Proposed Substitution: The Contractor must include all information required under Section 01 60 00 (Product Requirements). The undersigned has (a) attached manufacturer’s literature, including complete technical data and laboratory test results, if applicable, (b) attached an explanation of why proposed substitution is a true equivalent to specified item, (c) included complete information on changes to Contract Documents that the proposed substitution will require for its proper installation, and (d) filled in the blanks below: A. Does the substitution affect dimensions shown on Drawings? B. Are the manufacturer’s guarantees and warranties on the proposed substitution items identical to those on the specified items? If there are differences, please specify each and every difference in detail. ADDENDUM #1 April 9, 2024 City of Cupertino All-Inclusive Playground at Jollyman Park the relative technical specification section[s]. Performance Requirements are of particular importance when considering substitution requests. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 87 SUBSTITUTION REQUEST FORM Page 1 of 2 PROJECT TITLE Project No. Substitution Request Form 00 63 25 - 2 C. What effect does the substitution have on other contractors, trades, or suppliers? D. What are the differences between the proposed substitution and the specified item? If proposed substitution has a color or pattern, provide a color board showing proposed substitution in relation to the other adjacent colors and patterns. E. Will granting the requested substitution cause any schedule delay? (If yes, please explain) Submitted by: The undersigned Contractor certifies that the function, appearance, and quality of the proposed substitution are equivalent or superior to those of the specified item. Contractor Signature For Use by City: Accepted Accepted as Noted Not Accepted Received Too Late Name Address City/State/Zip Telephone: Date: By: City’s Representative Date: Remarks: -END OF DOCUMENT- All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 87 SUBSTITUTION REQUEST FORM Page 2 of 2 Submitted by: The undersigned Contractor certifies that the function, appearance, and quality of the proposed substitution are equivalent or superior to those of the specified item. Contractor Signature For Use by City: Accepted Accepted as Noted Not Accepted Received Too Late Name Address City/State/Zip Telephone: Date: By: City’s Representative Date: Remarks: -END OF DOCUMENT- F. Will granting the requested substitution have a cost impact on the project. (If yes, please explain the cost differential and reasons for it.) ADDENDUM NO. 2 Issued: April 22, 2024 Jollyman Park All-Inclusive Playground Project Construction Bid Opening: April 25, 2024-2:00PM TO ALL PROSPECTIVE FIRMS: This addendum is issued to modify and/or clarify the previously issued bid documents. You must indicate receipt of this addendum within the Bid Proposal of your bid submittal. Failure to do so may cause rejection of your submittal. QUESTIONS/CLARIFICATIONS The following questions have been received by the City. (Three questions were addressed in Addendum #1, issued April 10.) The City response is below each question. 4.Q: The depth of mulch is conflicting, note 10/L5.00 shows all planting areas to be covered by 3’’ depth mulch, but planting specs requires 4’’ depth. Please clarify. A: A depth of 3” will be the minimum to meet requirements. 5.Q: Specs section 3.15/328000-13 shows maintenance period shall be 60 days. However, specs section 1.06/329300-9 requires 3 months. Please clarify. A: Maintenance period shall be 3 months. 6.Q: Please provide specific product for “No mow grass”, there is no material on planting legend sheet L5.00. A: Product shall be “California Native Mow Free Sod” by Sod and Seed Inc. (P.O. Box 2292 Martinez, CA 94553, Phone 1-800-381-8163, email: sodandseed@gmail.com), or approved equal. Specified product is a mixture of Idaho Fescue, Molate Fescue, and Western Mokelumne Fescue. Refer to this link for detailed product info: https://www.lawndelivery.com/collections/frontpage/products/native-mow-free 7.Q: Please confirm material of irrigation sleeve pipes, if it is PVC schedule 40 per irrigation legend, or irrigation note 9/ L4.04, which states sleeve to be PVC Class 315. Please clarify. A: All sleeves to be PVC Class 315. 8.Q: Irrigation legend provides gate valves 2.5’’ and smaller gate valves installed in plastic valve box, 3’’ and smaller gate valves shall be installed in concrete valve box, while note 12/Irrigation Notes on sheet L4.04 states all gate valves shall be installed in round concrete valve box. Additionally, detail 13 and 14/L4.52 specify the use of plastic valve box for all gate valves. Please clarify the material of valve box for gate valve. A: All boxes for gate valves to be concrete with lockable steel lid. 9.Q: There are some symbols of 3’’ & larger gate valves installed on irrigation mainline 2’’. Please confirm all gate valves shall be same size as mainline. A: The symbol on 2” mainlines is incorrect- Gate valves should be the same size as the mainline pipe regardless of symbol. 10.Q: In reference to the remote control valve legend, manifold size will be largest lateral line size. However, manifold installation detail 3/ L4.50, note 5 specifies that manifold must be mainline size. Please clarify. A: Manifold size to match mainline size to allow multiple valves to operate simultaneously. APPROVED BY: Chad Mosley Director of Public Works All-Inclusive Playground at Jollyman Park BID PROPOSAL CIP Project #2019-15 Page 13 Bid Proposal All-Inclusive Playground at Jollyman Park Project ______________________________________________________ (“Bidder”) hereby submits this Bid Proposal to the City of Cupertino (“City”) for the above-referenced project (“Project”) in response to the Notice Inviting Bids and in accordance with the Contract Documents referenced in the Notice. 1. Base Bid. Bidder proposes to perform and fully complete the Work for the Project as specified in the Contract Documents, within the time required for full completion of the Work, including all labor, materials, supplies, and equipment and all other direct or indirect costs including, but not limited to, taxes, insurance and all overhead, for the following price (“Base Bid”): $_______________________________________________________. 2. Bid Alternates. Bidder submits the following prices for the specified bid alternates: Deductive Alternate #1: New Trees (OFCI) For base bid, Contractor to supply and install trees. For Bid Alternative, assume all new trees will be supplied by Owner and installed by Contractor. Deduct: $_____________________ Deductive Alternate #2: Raised Sand Table For base bid, Contractor to supply and install Raised Sand Table. For Bid Alternative, Raised Sand Table is removed from project. Deduct: $_____________________ Deductive Alternate #3: Vine Trellis at Discovery Path For base bid, Contractor to supply and install Vine Trellis at Discovery Path. For Bid Alternative, Vine Trellis is removed from project. Deduct: $_____________________ Deductive Alternate #4: Drums For base bid, Contractor to supply and install drums. For Bid Alternative, drums are removed from project. Deduct: $_____________________ QLM Inc. 4,077,430.00 12,000.00 70,000.00 65,000.00 10,000.00 All-Inclusive Playground at Jollyman Park BID PROPOSAL CIP Project #2019-15 Page 14 Deductive Alternate #5: Chimes, Concrete Seatwall, and associated Pedestrian Concrete Paving For base bid, Contractor to supply and install Pedestrian Concrete Paving with Concrete Seatwall in the almost circular node off the Upper Sloped Path, and the Chimes. For Bid Alternative, this area is removed from the project and replaced with planting and irrigation; planting to be a continuation of adjacent treatment – Phormium tenax ‘Yellow Wave’, Lomandra longifolia ‘Breeze’, and Arctostaphylos x “Pacific Mist’. Deduct: $_____________________ Deductive Alternate #6: Picnic Area North of Spinner with ADA Picnic Table, Picnic Table, and Buffet Table For base bid, Contractor to supply and install picnic area and tables as indicated. For Bid Alternative, Owner will supply tables and Contractor to build picnic area and install Owner-provided tables. Deduct: $_____________________ Deductive Alternate #7: Central Picnic Area For base bid, Contractor to supply and install picnic area and tables as indicated. For Bid Alternative, Owner will supply picnic tables and Contractor to build picnic area and install Owner-provided tables. Deduct: $_____________________ Deductive Alternate #8: Bike Parking by Restroom For base bid, Contractor to supply and install bike parking area and racks as indicated. For Bid Alternative, this area will be removed from project and just cleared. Deduct: $_____________________ Total Base Bid less all 8 Bid Alternative Deducts: __$______________________________ 3. Bidder’s Certifications and Warranties. By signing and submitting this Bid Proposal, Bidder certifies and warrants the following: 3.1 Examination of Contract Documents. Bidder has thoroughly examined the Contract Documents and represents that, to the best of Bidder’s knowledge, there are no errors, omissions, or discrepancies in the Contract Documents, subject to the limitations of Public Contract Code § 1104. 3.2 Examination of Worksite. Bidder has had the opportunity to examine the Worksite and local conditions at the Project location. 3.3 Bidder Responsibility. Bidder is a responsible bidder, with the necessary ability, capacity, experience, skill, qualifications, workforce, equipment, and resources to 20,000.00 25,000.00 2,000.00 22,000.00 3,851,430.00 All-Inclusive Playground at Jollyman Park BID PROPOSAL CIP Project #2019-15 Page 15 perform or cause the Work to be performed in accordance with the Contract Documents and within the Contract Time. 3.4 Responsibility for Bid. Bidder has carefully reviewed this Bid Proposal and is solely responsible for any errors or omissions contained in its completed bid. All statements and information provided in this Bid Proposal and enclosures are true and correct to the best of Bidder’s knowledge. 3.5 Nondiscrimination. In preparing this bid, the Bidder has not engaged in discrimination against any prospective or present employee or Subcontractor on grounds of race, color, ancestry, national origin, ethnicity, religion, sex, sexual orientation, age, disability, or marital status. 3.6 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Bidder is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the “Act”), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. 4. Award of Contract. By signing and submitting this Bid Proposal, Bidder agrees that, if City issues the Notice of Potential Award to Bidder within ten days following issuance of the Notice of Potential Award to Bidder, Bidder will do all of the following: 4.1 Execute Contract. Enter into the Contract with City in accordance with the terms of this Bid Proposal, by signing and submitting to City the Contract prepared by City using the form included with the Contract Documents; 4.2 Submit Required Bonds. Submit to City a payment bond and a performance bond, each for 100% of the Contract Price, using the bond forms provided and in accordance with the requirements of the Contract Documents; 4.3 Insurance Requirements. Submit to City the insurance certificate(s) and endorsement(s) as required by the Contract Documents; and 4.4 Certificates of Reported Compliance. Submit to City valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, if the Project involves the use of vehicles subject to the Off-Road Regulation. (See Section 16 of the Instructions to Bidders.) 5. Bid Security. As a guarantee that, if awarded the Contract, Bidder will perform its obligations under Section 4 above, Bidder is enclosing bid security in the amount of ten percent of its maximum bid amount in one of the following forms (check one): 20 All-Inclusive Playground at Jollyman Park BID PROPOSAL CIP Project #2019-15 Page 16 ____ A cashier’s check or certified check payable to City and issued by _______________________________ [Bank name] in the amount of $____________________________. ____ A bid bond, using the Bid Bond form included with the Contract Documents, payable to City and executed by a surety licensed to do business in the State of California. 6. Addenda. Bidder agrees that it has confirmed receipt of or access to, and reviewed, all addenda issued for this bid. Bidder waives any claims it might have against the City based on its failure to receive, access, or review any addenda for any reason. Bidder specifically acknowledges receipt of the following addenda: Addendum: Date Received: Addendum: Date Received: #01 _____________ #05 _____________ #02 _____________ #06 _____________ #03 _____________ #07 _____________ #04 _____________ #08 _____________ 04/10/2024 04/22/2024 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 18 Bid Schedule This Bid Schedule must be completed in ink and included with the sealed Bid Proposal. Pricing must be provided for each Bid Item as indicated. Items marked “(SW)” are Specialty Work that must be performed by a qualified Subcontractor. The lump sum or unit cost for each item must be inclusive of all costs, whether direct or indirect, including testing, third-party inspections, profit and overhead; see specifications. The sum of all amounts entered in the “Extended Total Amount” column must be identical to the Base Bid price entered in Section 1 of the Bid Proposal form. AL = Allowance CF = Cubic Feet CY = Cubic Yard EA = Each LF = Linear Foot LS = Lump Sum SF = Square Feet **Quantities listed below are approximate and not prescriptive. BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 1 Mobilization and Demobilization 1 LS $ $ 2 Traffic Control 1 LS 3 Storm Water Pollution Prevention Plan – Preparation and Inspections 1 LS $ $ 4 Demolition and Site Preparation: • Construction layout by licensed surveyor • Remove Trees (5), • Erosion Control, •Clearing and Grubbing/ Rough Grading, • Temporary Tree Protection Fencing, • Fine Grading • Etc. 1 LS $ $ 5 Concrete: • Restroom Base (1), • Curb Ramp (1), • City Standard Vertical Curb & Gutter (50LF), 1 LS $ $ 6 Concrete: ADA path City Standard Concrete paving 1980 SF $ $ 7 Concrete: Standard concrete paving (pedestrian) 1855 SF $ $ 20,000.00 $20,000.00 15,000.00 250,000.00 30,000.00 17.00 33,660.00 17.00 31,535.00 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 19 BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 8 Concrete: Standard concrete paving (vehicular) 3015 SF $ $ 9 Concrete: • Stairway and Cheekwalls (1), • Wall/Chalk Art 7.5’ height (38LF), • Seatwalls / Conc. Transfer at Slide Hill (52LF) 1 LS $ $ 10 Concrete Curbs & Edges: • (6” wide; Std. 6” height or Flush, not at Safety Surfacing Edges) (238 LF) • Deep Concrete Curb (6” wide) or Integral Curb– at Safety Surfacing Edge (646 LF) • Deep Concrete Curb (12” wide) at Safety Surfacing/Gathering Edge (105 LF) • Hidden Concrete edge at Syn. Turf Safety Surfacing / Boulder Edge (128LF) • Extra Deep Concrete Curbs at Deck and Sand Edges (1) • Concrete Mowband (260 LF) 1 LS $ $ 11 Safety Surfacing: • Syn Turf top with conc. Base (730 SF) • Syn Turf top with agg base (3770 SF) • PIP Rubber with agg base (3965 SF) 1 LS $ $ 12 Decomposed Granite: • Stabilized (2160 SF) • Unstabilized at bike rack (100SF) 1 LS $ $ 13 Metals: • Handrails at Stairs (67 LF) • Metal Header at DG paving (350 LF) • Misc. Hardware 1 LS $ $ 19.00 57,285.00 120,000.00 150,000.00 370,000.00 20,000.00 30,000.00 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 20 BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 14 Ornamental Perimeter Metal Fence & Pedestrian Gates 652 LF $ $ 15 Stone Pavers • General (215 SF) • Mortared - at Nature Retreat (120 SF) 1 LS $ $ 16 Boulders: • Boulder Scramble Shortcuts - 2 areas (boulder/mulch combo) • Boulder Area with Hillside Transfer - At Slide Hill • Boulder Transfer at Sand Area • Boulders – Flat-topped Edges and Misc. Rounded Boulders 1 LS $ $ 17 Wood decking/joists/attachments at sand area 247 SF $ $ 18 Sand 45 CY $ $ 19 Play Equipment (procurement and installation): • wide straight slide – stainless steel • double curved slide – plastic • pull up rope • handholds • multi-kid spinner • net climber • tot structure with stainless steel slide • youth swings – 2 belt seats/2 molded accessible seats • tot swings, 2 seats • nest swings, 2 seats • nature retreats (3) 1 LS $ $ 20 Play Equipment, Sand Area (procurement and installation): • sand area raised table • transfer at sand 1 LS $ $ 21 Play Equipment, Music Area: • music – chimes set 1 LS $ $ 200.00 130,400.00 10,000.00 300,000.00 80 19,760.00 150.00 6,750.00 370,000.00 110,000.00 20,000.00 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 21 BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT • music – drums (one large, one small) 22 Seating: • benches with backs, embedded (8) • Glider Benches, embedded (2) • Plop Benches (LG) (6) • Plop Benches (SM) (4) 1 LS $ $ 23 Seating - Log Bench/Edge, includes Preparation and Installation 70 LF $ $ 24 Picnic Tables • standard (2) • ADA (2) • Buffet Table at group picnic (1) 1 LS $ $ 25 Café/Game Tables with seats • standard (2) • ADA (3) 1 LS $ $ 26 Bike Rack 1 EA $ $ 27 Trash Receptacles – Owner Provided, Contractor Installed with concrete pad 2 EA $ $ 28 Signage • Grant Recognition (1) • Non-verbal communication board (1) • Misc. 1 LS $ $ 29 Vine Trellis at Discovery Path 1 EA $ $ 30 Shade Sails at Slide Mountain 1 LS $ $ 31 Interactive Art Feature and (14) 3Form Color Inserts (SW) 1 LS $ $ 32 Prefabricated Restroom 1 LS $ $ 33 Bioretention Soil, Rock, Liner 780 SF $ $ 34 Storm Drains & Drainage: • 6" Perf Pipe • 6" Storm Drain Line • 8" Storm Drain Line • Storm Drain Line Cleanout (10) • Area Drain (25) 1 LS $ $ 105,000.00 350.00 24,500.00 30,000.00 35,000.00 2,000.00 2,000.00 200.00 400.00 20,000.00 65,000.0065,000.00 210,000.00 425,000.00 13.00 10,140.00 80,000.00 376,000.00 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 22 BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT • Overflow Drain (3) 35 Irrigation System 1 LS $ $ 36 Landscaping: • Bioretention planting (780 SF) • Groundcover/shrub planting including soil prep (14600 SF) • Turf edges repair/replacement (4000 SF) • Maintenance Period - 3 months 1 LS $ $ 37 Landscaping, Trees: • 24" box trees (58) • Maintenance Period - 3 months 1 LS $ $ 38 Utility: Electrical • Elec Hookup and PG&E Utility Coordination (1) • Circuit to irrigation controller (1) • Electrical Conduit and Trenching – Utility Secondary (500 LF) • Utility Pull Boxes (2) • Utility Meter Socket Equipment (1) • Electrical Conduit and Feeder from Meter Socket to Pre-fab Restroom Panel (10 LF) • Automatic irrigation controller (1) 1 LS $ $ 39 Sanitary Sewer: • 4” sanitary sewer line • cleanout (1) • manhole (1) • connection to € manhole (1) 1 LS $ $ 40 Utility: Water • Asphalt Utility Trench • Domestic Water Line – 2” copper • Water Valve (4) • Water Connection to Ex. Line (1) • Backflow (1) 1 LS $ $ 165,000.00 100,000.00 35,000.00 170,000.00 40,000.00 70,000.00 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 23 TOTAL BASE BID: Items 1 through 40 inclusive: $_____________________________________ Note: The amount entered as the “Total Base Bid” should be identical to the Base Bid amount entered in Section 1 of the Bid Proposal form. BIDDER NAME: ________________________________________________________________ Schedule END OF BID SCHEDULE Darrell Qualls 4,077,430.00 All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 24 Measurement and Payment Payment for the various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. The information found below and in the Bid Schedule is intended to be supplemental to the other contract documents and is not a comprehensive description of the work required. The contract documents’ drawings and specifications take priority to define the work required, if conflicts or omissions are discovered. Bidders will bring any conflicts or questions to the attention of the City’s bid administrator in the form of an RFI. Bid Item 1 Mobilization and Demobilization The contract lump-sum price paid for the Mobilization and Demobilization bid item shall include full compensation for furnishing all labor, materials, tools and equipment, tree protection, temporary facilities such as construction fencing, movement onto the sites, sanitation facilities, public notification [of residents/businesses impacted by the project], cost of bonds, and insurances for both the prime and subcontractors, removal of temporary facilities at the completion of the projects, and all other related mobilization and demobilization costs. Mobilization bid price shall not exceed ten percent (10%) of the total bid. Payment for this bid item shall be made as follows: a. Fifty percent (50%) of the mobilization bid price, less retention, will be paid on the initial billing, provided that all equipment is on-site and bond insurance fees are paid. b. Forty percent (40%) of the mobilization bid price, less retention, will be paid on a prorated basis during the remaining life of the contract. c. Ten percent (10%) of the mobilization bid price, plus any remaining amount left from the prorated payments, less retention, will be paid upon satisfactory completion of punch list items, cleaning up, and removal of all temporary facilities and equipment from the project sites. All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 25 Bid Item 2 Traffic Control The contract lump-sum price paid for the Traffic Control bid item shall constitute the full compensation for all labor, materials, tools, and equipment required to provide a safe working environment above ground for both workers and the general public through effective use of traffic control devices, including, but not limited to, preparation of traffic control plans, notices, signs, barricades, delineators, sign relocations, flag holders, as specified in these specifications, and as required by the City. Contractor must prepare and submit a Traffic Control Plan to the City for review and approval before the beginning of construction. No payment for traffic control will be made until the Contractor has developed and submitted to the City a satisfactory traffic control plan. Contractor shall prepare to keep one lane open at all times where possible, determined at the discretion of the City. Bid Item 3 Storm Water Pollution Prevention Plan – Preparation, Installations and Inspections The contract lump sum price paid for the Storm Water Pollution Prevention Plan – Preparation and Inspections bid item shall constitute full compensation for furnishing all labor, equipment, materials, and incidentals for doing all work involved in the Storm Water Pollution Prevention Plan, including the preparation, documentation, dust control, installation, and maintenance of all storm water pollution prevention and erosion control measures through project completion. Bid Item 4 Demolition and Site Preparation The contract lump-sum price paid for the Demolition and Site Preparation bid item shall constitute the full compensation for all labor, materials, tools, and equipment required for demolition and disposal of surplus material including existing equipment furnishing and contracting with license Land Surveyor in California to perform layout of the work, removal of trees, clearing and grubbing, site grading, building subgrade, coordination of utility abandonment with agencies; restroom pad preparation, earthwork, removal of excavated materials, soil testing, compaction and existing siteworks in the area of work, pavements, soil, protection of existing facilities; protection of all trees, abandonment of utilities, all other tasks as shown on the project plans and as specified in these specifications, complete in place, as required by the City. No additional compensation shall be allowed. Bid Item 6 ADA path City Standard Concrete paving The contract price measured and paid on a per square foot basis for the ADA path City Standard Concrete paving bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the new concrete paving as shown on the project plans and as specified in these specifications, complete in place, as required by the City. No additional compensation shall be allowed. Bid Item 7 Standard concrete paving (pedestrian) All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 26 The contract price measured and paid on a per square foot basis for the Standard concrete paving (pedestrian) bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the new concrete paving as shown on the project plans and as specified in these specifications, complete in place, as required by the City. No additional compensation shall be allowed. Bid Item 8 Standard concrete paving (vehicular) The contract price measured and paid on a per square foot basis for the Standard concrete paving (vehicular) bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the new concrete paving as shown on the project plans and as specified in these specifications, complete in place, as required by the City. No additional compensation shall be allowed. Bid Item 12 Decomposed Granite The contract lump-sum price paid for the Decomposed Granite (stabilized and unstabilized) bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the new decomposed granite as shown on the project plans and as specified in these specifications, complete in place, as required by the City. No additional compensation shall be allowed. Bid Item 34 Storm Drains and Drainage The contract lump-sum price measured and paid for the Storm Drains and Drainage bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the perforated and non-perforated storm drain lines, cleanouts, area drains, overflow drain, connection to existing storm drain system, and related work associated such as trenching, excavation, locating existing utilities, shoring and bracing, dewatering, temporary support for utilities crossings, preparation of subgrade, bedding, compaction, backfill and compaction, restoration of pavement surfaces, off-haul and disposal of all excess materials, inspection and testing, restoration of landscape, and all incidentals, complete in place, as shown on the plans, as specified in these specifications, and as required by the City. No additional compensation shall be allowed. Bid Item 35 Irrigation System The contract lump-sum price measured and paid for the Irrigation System bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the irrigation lines, valves, drip, quick couplers, control valves, backflow preventer, flow sensor, bubblers, drip, arc and pop-up irrigation, connection to existing irrigation water meter, and related work associated such as trenching, excavation, locating existing utilities, shoring and bracing, dewatering, temporary support for utilities crossings, preparation of subgrade, bedding, compaction, backfill and compaction, restoration of pavement surfaces, off-haul and disposal of all excess materials, inspection and testing, restoration of landscape, and all incidentals, complete in place, as shown on the plans, as All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 27 specified in these specifications, and as required by the City. No additional compensation shall be allowed. Bid Item 38 Electrical The contract lump sum price paid for the Electrical bid item shall include the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install conduits including, but is not limited to, coordination with PG&E, furnishing and installing new conduits, pull boxes, utility meter, automatic irrigation controller, and wire pulls, connecting to PG&E electrical system, connecting electrical panel at restroom, verifying and confirming location of existing utilities prior to excavation, saw cutting pavement and curb and gutter, protection of trees; trenching, excavation, hand digging and/or vacuum excavating carefully around existing underground utilities, temporary support for utilities crossings, preparation of subgrade, bedding and compaction, installation of equipment, connecting conduit, backfill and compaction, restoration of pavement and concrete surfaces, restoration of landscaping, off-haul and disposal of all excess material, and all incidentals, complete in place, as shown on the plans, as specified in these specifications, and as required by the City. Bid Item 39 Sanitary Sewer The contract lump-sum price measured and paid for the Sanitary Sewer bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the sanitary sewer lines, cleanout, manhole, connection to existing manhole, connection to sewer lateral at the restroom and related work associated such as trenching, excavation, locating existing utilities, shoring and bracing, dewatering, temporary support for utilities crossings, preparation of subgrade, bedding, compaction, backfill and compaction, restoration of pavement surfaces, off-haul and disposal of all excess materials, inspection and testing, restoration of landscape, and all incidentals, complete in place, as shown on the plans, as specified in these specifications, and as required by the City.. The bid item will include any measures required to bypass or divert flows around area of work and provide uninterrupted sewer service during the Project, including but not limited to daily clean-up, security, monitoring of flow control system and inspection and testing. No additional compensation shall be allowed. Bid Item 40 Water The contract lump-sum price measured and paid for the Water bid item shall constitute the full compensation for furnishing all labor, materials, tools, and equipment to furnish and install the domestic water lines, valves, backflow preventer, connection to existing water meter, connection to water line at the restroom and related work associated such as trenching, excavation, locating existing utilities, shoring and bracing, dewatering, temporary support for utilities crossings, preparation of subgrade, bedding, compaction, backfill and compaction, restoration of pavement surfaces, off-haul and disposal of all excess materials, inspection and testing, restoration of landscape, and all incidentals, complete in place, as shown on the plans, as specified in these specifications, and as required by the City. No additional compensation shall be allowed. All-Inclusive Playground at Jollyman Park BID SCHEDULE CIP Project #2019-15 Page 28 END OF MEASUREMENT AND PAYMENT All-Inclusive Playground at Jollyman Park SUBCONTRACTOR LIST CIP Project #2019-15 Page 29 Subcontractor List For each Subcontractor that will perform a portion of the Work in an amount in excess of one-half of 1% of the Bidder’s total Base Bid, the bidder must list a description of the Work, the name of the Subcontractor, its California contractor license number, the location of its place of business, its DIR registration number, and the portion of the Work that the Subcontractor is performing based on a percentage of the Base Bid price. DESCRIPTION OF WORK SUBCONTRACTOR NAME CALIFORNIA CONTRACTOR LICENSE NO. LOCATION OF BUSINESS DIR REG. NO. PERCENT OF WORK END OF SUBCONTRACTOR LIST Play Structure Installation Play surfacing installation Robertson Recreational Surfaces 667261 1000002700 Electrical St. Francis Electric 1003811 1000022208 2140 East Cedar StreetTempe, AZ 85281 975 Carden St, San Leondro, CA 94577 Fence supply and installation Bailey Fence Co.498661 Restroom Supply and installation Public RestroomCompany 822966B 10000053032587 Business Parkway Minden, NV 89423 3205 Baumberg AveHayward, CA 94545 Creative Builders 808069 PO Box 1568 Shafter, CA 93263 1000005722 1000007710 9% 9% 4% 3% 10% April 25 24 04/25/2024 All-Inclusive Playground at Jollyman Park BIDDER’S QUESTIONNAIRE CIP Project #2019-15 Page 34 Bidder’s Questionnaire ALL-INCLUSIVE PLAYGROUND AT JOLLYMAN PARK PROJECT Within 48 hours following a request by City, a bidder must submit to City a completed, signed Bidder’s Questionnaire using this form and all required attachments, including clearly labeled additional sheets as needed. City may request the Questionnaire from one or more of the apparent low bidders following the bid opening and may use the completed Questionnaire as part of its investigation to evaluate a bidder’s qualifications for this Project. The Questionnaire must be filled out completely, accurately, and legibly. Any errors, omissions, or misrepresentations in completion of the Questionnaire may be grounds for rejection of the bid or termination of a Contract awarded pursuant to the bid. Part A: General Information Bidder Business Name: _______________________________________________ (“Bidder”) Check One: ___ Corporation (State of incorporation: ___________________) ___ Partnership ___ Sole Proprietorship ___ Joint Venture of: _________________________________ ___ Other: __________________________________________ Main Office Address and Phone: ___________________________________ ________________________________________________________________ Local Office Address and Phone: ___________________________________ ________________________________________________________________ Website Address: _________________________________________________ Owner of Business: _______________________________________________ Contact Name and Title: ___________________________________________ Contact Phone and Email: _________________________________________ Bidder’s California Contractor’s License Number(s): __________________ QLM Inc. 94 Umbarger Road San Jose CA, 95111 408-265-0904 94 Umbarger Road San Jose CA, 95111 408-265-0904 https://qlm-inc.com/ Darrell Qualls Darrell Qualls, President 408-640-0336, Darrell.qualls@qlm-inc.com 560651 All-Inclusive Playground at Jollyman Park BIDDER’S QUESTIONNAIRE CIP Project #2019-15 Page 35 Bidder’s DIR Registration Number: ____________________________________ Part B: Bidder Experience 1. How many years has Bidder been in business under its present business name? ____ years 2. Has Bidder completed projects similar in type and size to this Project as a general contractor? _____ Yes _____ No 3. Has Bidder ever been disqualified from a bid on grounds that it is not responsible, or otherwise disqualified or debarred from bidding under state or federal law? _____ Yes _____ No If yes, provide additional information on a separate sheet regarding the disqualification or debarment, including the name and address of the agency or owner of the project, the type and size of the project, the reasons that Bidder was disqualified or debarred, and the month and year in which the disqualification or debarment occurred. 4. Has Bidder ever been terminated for cause, alleged default, or legal violation from a construction project, either as a general contractor or as a subcontractor? _____ Yes _____ No If yes, provide additional information on a separate sheet regarding the termination, including the name and address of the agency or owner of the subject project, the type and size of the project, whether Bidder was under contract as a general contractor or a subcontractor, the reasons that Bidder was terminated, and the month and year in which the termination occurred. 5. Provide information about Bidder’s past projects performed as general contractor as follows: 5.1 Six most recently completed public works projects within the last three years; 5.2 Three largest completed projects within the last three years; and 5.3 Two play area projects which are similar to this Project including scope and character of the work, noting those projects with a focus on accessibility and inclusion. 1000000353 25+ All-Inclusive Playground at Jollyman Park BIDDER’S QUESTIONNAIRE CIP Project #2019-15 Page 36 6. Use separate sheets to provide all of the following information for each project identified in response to the above three categories: 6.1 Project name, location, and description; 6.2 Owner (name, address, email, and phone number); 6.3 Prime contractor, if applicable (name, address, email, and phone number); 6.4 Architect or engineer (name, email, and phone number); 6.5 Project and/or construction manager (name, email, and phone number); 6.6 Scope of work performed (as general contractor or as subcontractor); 6.7 Initial contract price and final contract price (including change orders); 6.8 Original scheduled completion date and actual date of completion; 6.9 Time extensions granted (number of days); 6.10 Number and amount of stop notices or mechanic’s liens filed; 6.11 Amount of any liquidated damages assessed against Bidder; and 6.12 Nature and resolution of any project-related claim, lawsuit, mediation, or arbitration involving Bidder. Part C: Safety 1. Provide Bidder’s Experience Modification Rate (EMR) for the last three years: Year EMR 2. Complete the following, based on information provided in Bidder’s CalOSHA Form 300 or Form 300A, Annual Summary of Work-Related Illnesses and Injuries, from the most recent past calendar year: 2.1 Number of lost workday cases: ____ 2.2 Number of medical treatment cases: ____ 2.3 Number of deaths: ____ 3. Has Bidder ever been cited, fined, or prosecuted by any local, state, or federal agency, including OSHA, CalOSHA, or EPA, for violation of any law, regulation, or requirements pertaining to health and safety? _____ Yes _____ No If yes, provide additional information on a separate sheet regarding each such citation, fine, or prosecution, including the name and address of the agency or owner of the project, the type and size of the project, the reasons for and nature of the citation, fine, or 2021 2022 2023 1.00 0.92 1.04 0 0 0 OSHA citation on 09/26/2023 for $21,900.00 regarding a minor injury. The inspection site is located at QLM office/yard 94 Umbarger Road, San Jose CA 95111. Type of Violation: General: Injury and Illness Prevention Program and Powered Industrial Truck Operator Training. General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com ---------- GENERAL ENGINEERING FIRM General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com P ---------- GENERAL ENGINEERING FIRM General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com 9110 Pellier Park San Jose, CA General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com General Engineering Firm 94 Umbarger Road San Jose CA 95111 Ph 408 265-0904 Fax 265-3576 CA License 560651 -.qlm-inc.com All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 50 General Conditions Article 1 - Definitions Definitions. The following definitions apply to all of the Contract Documents unless otherwise indicated, e.g., additional definitions that apply solely to the Specifications or other technical documents. Defined terms and titles of documents are capitalized in the Contract Documents, with the exception of the following (in any tense or form): “day,” “furnish,” “including,” “install,” “work day” or “working day.” Allowance means a specific amount that must be included in the Bid Proposal for a specified purpose. Article, as used in these General Conditions, means a numbered Article of the General Conditions, unless otherwise indicated by the context. Change Order means a written document duly approved and executed by City, which changes the scope of Work, the Contract Price, or the Contract Time. City means the municipality which has entered into the Contract with Contractor for performance of the Work, acting through its City Council, officers, employees, City Engineer, and any other authorized representatives. City Engineer means the City Engineer for City and his or her authorized delegee(s). Claim means a separate demand by Contractor for a change in the Contract Time or Contract Price, that has previously been submitted to City in accordance with the requirements of the Contract Documents, and which has been rejected by City, in whole or in part; or a written demand by Contractor objecting to the amount of Final Payment. Contract means the signed agreement between City and Contractor for performing the Work required for the Project, and all documents expressly incorporated therein. Contract Documents means, collectively, all of the documents listed as such in Section 2 of the Contract, including the Notice Inviting Bids; the Instructions to Bidders; addenda, if any; the Bid Proposal, and attachments thereto; the Contract; the Notice of Potential Award and Notice to Proceed; the payment and performance bonds; the General Conditions; the Special Conditions; the Project Plans and Specifications; any Change Orders; and any other documents which are clearly and unambiguously made part of the Contract Documents. The Contract Documents do not include documents provided “For Reference Only,” or documents that are intended solely to provide information regarding existing conditions. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 51 Contract Price means the total compensation to be paid to Contractor for performance of the Work, as set forth in the Contract and as may be amended by Change Order or adjusted for an Allowance. The Contract Price is not subject to adjustment due to inflation or due to the increased cost of labor, material, supplies or equipment following submission of the Bid Proposal. Contract Time means the time specified for complete performance of the Work, as set forth in the Contract and as may be amended by Change Order. Contractor means the individual, partnership, corporation, or joint-venture that has signed the Contract with City to perform the Work. Day means a calendar day unless otherwise specified. Design Professional means the licensed individual(s) or firm(s) retained by City to provide architectural, engineering, or other design professional services for the Project. If no Design Professional has been retained for this Project, any reference to Design Professional is deemed to refer to the Engineer. DIR means the California Department of Industrial Relations. Drawings has the same meaning as Plans. Engineer means the City Engineer for the City of <________________> and his or her authorized delegees. Excusable Delay is defined in Section 5.3(B), Excusable Delay. Extra Work means new or unforeseen work added to the Project, as determined by the Engineer in his or her sole discretion, including Work that was not part of or incidental to the scope of the Work when the Contractor’s bid was submitted; Work that is substantially different from the Work as described in the Contract Documents at bid time; or Work that results from a substantially differing and unforeseeable condition. Final Completion means Contractor has fully completed all of the Work required by the Contract Documents to the City’s satisfaction, including all punch list items and any required commissioning or training, and has provided the City with all required submittals, including the instructions and manuals, product warranties, and as-built drawings. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 52 Final Payment means payment to Contractor of the unpaid Contract Price, including release of undisputed retention, less amounts withheld or deducted pursuant to the Contract Documents. Furnish means to purchase and deliver for the Project. Government Code Claim means a claim submitted pursuant to California Government Code § 900 et seq. Hazardous Materials means any substance or material identified now or in the future as hazardous under any Laws, or any other substance or material that may be considered hazardous or otherwise subject to Laws governing handling, disposal, or cleanup. Including, whether or not capitalized, means “including, but not limited to,” unless the context clearly requires otherwise. Inspector means the individual(s) or firm(s) retained or employed by City to inspect the workmanship, materials, and manner of construction of the Project and its components to ensure compliance with the Contract Documents and all Laws. Install means to fix in place for materials, and to fix in place and connect for equipment. Laws means all applicable local, state, and federal laws, regulations, rules, codes, ordinances, permits, orders, and the like enacted or imposed by or under the auspices of any governmental entity with jurisdiction over any of the Work or any performance of the Work, including health and safety requirements. Non-Excusable Delay is defined in Section 5.3(D), Non-Excusable Delay. Plans means the City-provided plans, drawings, details, or graphical depictions of the Project requirements, but does not include Shop Drawings. Project means the public works project referenced in the Contract, as modified by any Project alternates elected by City, if any. Project Manager means the individual designated by City to oversee and manage the Project on City’s behalf and may include his or her authorized delegee(s) when the Project Manager is unavailable. If no Project Manager has been designated for this Project, any reference to Project Manager is deemed to refer to the Engineer. Recoverable Costs is defined in Section 5.3(F), Recoverable Costs. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 53 Request for Information or RFI means Contractor’s written request for information about the Contract Documents, the Work or the Project, submitted to City in the manner and format specified by City. Section, when capitalized in these General Conditions, means a numbered section or subsection of the General Conditions, unless the context clearly indicates otherwise. Shop Drawings means drawings, plan details or other graphical depictions prepared by or on behalf of Contractor, and subject to City acceptance, which are intended to provide details for fabrication, installation, and the like, of items required by or shown in the Plans or Specifications. Specialty Work means Work that must be performed by a specialized Subcontractor with the specified license or other special certification, and that the Contractor is not qualified to self-perform. Specifications means the technical, text specifications describing the Project requirements, which are prepared for and incorporated into the Contract by or on behalf of City, and does not include the Contract, General Conditions or Special Conditions. Subcontractor means an individual, partnership, corporation, or joint-venture retained by Contractor directly or indirectly through a subcontract to perform a specific portion of the Work. The term Subcontractor applies to subcontractors of all tiers, unless otherwise indicated by the context. A third party such as a utility performing related work on the Project is not a Subcontractor, even if Contractor must coordinate its Work with the third party. Technical Specifications has the same meaning as Specifications. Work means all of the construction and services necessary for or incidental to completing the Project in conformance with the requirements of the Contract Documents. Work Day or Working Day, whether or not capitalized, means a weekday when the City is open for business, and does not include holidays observed by the City. Holidays observed by the City and furlough days are: a. New Year’s Day, January 1; b. Martin Luther King Jr.’s Birthday, third Monday in January; c. Lunar New Year, observed in early February d. Presidents’ Day, third Monday in February; All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 54 e. Cesaer Chavez Day, March 31 or April 1 observed f. Memorial Day, last Monday in May; g. Juneteenth, June 19 h. Independence Day, July 4; i. Labor Day, first Monday in September; j. Veterans’ Day, November 11; k. Thanksgiving Day, as designated by the President; l. The Day following Thanksgiving Day; m. Christmas Eve, December 24; n. Christmas Day, December 25; o. City Closure, December 24, 26, 27,28,29,30 and 31: and each day appointed by the Governor of California and formally recognized by the Santa Clara County Board of Supervisors as a day of mourning, thanksgiving, or special observance. Worksite means the place or places where the Work is performed, which includes, but may extend beyond the Project site, including separate locations for staging, storage, or fabrication. Article 2 - Roles and Responsibilities 2.1 City. (A) City Council. The City Council has final authority in all matters affecting the Project, except to the extent it has delegated authority to the Engineer. (B) Engineer. The Engineer, acting within the authority conferred by the City Council, is responsible for administration of the Project on behalf of City, including authority to provide directions to the Design Professional and to Contractor to ensure proper and timely completion of the Project. The Engineer’s decisions are final and conclusive within the scope of his or her authority, including interpretation of the Contract Documents. (C) Project Manager. The Project Manager assigned to the Project will be the primary point of contact for the Contractor and will serve as City’s representative for daily administration of the Project on behalf of City. Unless otherwise specified, all of Contractor’s communications to City (in any form) will go to or through the Project Manager. City reserves the right to reassign the Project Manager role at any time or to delegate duties to additional City representatives, without prior notice to or consent of Contractor. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 55 (D) Design Professional. The Design Professional is responsible for the overall design of the Project and, to the extent authorized by City, may act on City’s behalf to ensure performance of the Work in compliance with the Plans and Specifications, including any design changes authorized by Change Order. The Design Professional’s duties may include review of Contractor’s submittals, visits to any Worksite, inspecting the Work, evaluating test and inspection results, and participation in Project-related meetings, including any pre- construction conference, weekly meetings, and coordination meetings. The Design Professional’s interpretation of the Plans or Specifications is final and conclusive. 2.2 Contractor. (A) General. Contractor must provide all labor, materials, supplies, equipment, services, and incidentals necessary to perform and timely complete the Work in strict accordance with the Contract Documents, and in an economical and efficient manner in the best interests of City, and with minimal inconvenience to the public. (B) Responsibility for the Work and Risk of Loss. Contractor is responsible for supervising and directing all aspects of the Work to facilitate the efficient and timely completion of the Work. Contractor is solely responsible for and required to exercise full control over the Work, including the construction means, methods, techniques, sequences, procedures, safety precautions and programs, and coordination of all portions of the Work with that of all other contractors and Subcontractors, except to the extent that the Contract Documents provide other specific instructions. Contractor’s responsibilities extend to any plan, method or sequence suggested, but not required by City or specified in the Contract Documents. From the date of commencement of the Work until either the date on which City formally accepts the Project or the effective date of termination of the Contract, whichever is later, Contractor bears all risks of injury or damage to the Work and the materials and equipment delivered to any Worksite, by any cause including fire, earthquake, wind, weather, vandalism or theft. (C) Project Administration. Contractor must provide sufficient and competent administration, staff, and skilled workforce necessary to perform and timely complete the Work in accordance with the Contract Documents. Before starting the Work, Contractor must designate in writing and provide complete contact information, including telephone numbers and email address, for the officer or employee in Contractor’s organization who is to serve as Contractor’s primary representative for the Project, and who has authority to act on All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 56 Contractor’s behalf. A Subcontractor may not serve as Contractor’s primary representative. (D) On-Site Superintendent. Contractor must, at all times during performance of the Work, provide a qualified and competent full-time superintendent acceptable to City, and assistants as necessary, who must be physically present at the Project site while any aspect of the Work is being performed. The superintendent must have full authority to act and communicate on behalf of Contractor, and Contractor will be bound by the superintendent’s communications to City. City’s approval of the superintendent is required before the Work commences. If City is not satisfied with the superintendent’s performance, City may request a qualified replacement of the superintendent. Failure to comply may result in temporary suspension of the Work, at Contractor’s sole expense and with no extension of Contract Time, until an approved superintendent is physically present to supervise the Work. Contractor must provide written notice to City, as soon as practicable, before replacing the superintendent. (E) Standards. Contractor must, at all times, ensure that the Work is performed in an efficient, skillful manner following best practices and in full compliance with the Contract Documents, Laws, and applicable manufacturer’s recommendations. Contractor has a material and ongoing obligation to provide true and complete information, to the best of its knowledge, with respect to all records, documents, or communications pertaining to the Project, including oral or written reports, statements, certifications, Change Order requests, or Claims. (F) Meetings. Contractor, its project manager, superintendent and any primary Subcontractors requested by City, must attend a pre-construction conference, if requested by City, as well as weekly Project progress meetings scheduled with City. If applicable, Contractor may also be required to participate in coordination meetings with other parties relating to other work being performed on or near the Project site or in relation to the Project, including work or activities performed by City, other contractors, or other utility owners. (G) Construction Records. Contractor will maintain up-to-date, thorough, legible, and dated daily job reports, which document all significant activity on the Project for each day that Work is performed on the Project. The daily report for each day must include the number of workers at the Project site; primary Work activities; major deliveries; problems encountered, including injuries, if any; weather and site conditions; and delays, if any. Contractor will take date and time-stamped photographs to document general progress of the Project, including site conditions prior to construction activities, before and after photographs at offset trench laterals, existing improvements and utilities, All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 57 damage and restoration. Contractor will maintain copies of all subcontracts, Project-related correspondence with Subcontractors, and records of meetings with Subcontractors. Upon request by the City, Contractor will permit review of and/or provide copies of any of these construction records. (H) Responsible Party. Contractor is solely responsible to City for the acts or omissions of any Subcontractors, or any other party or parties performing portions of the Work or providing equipment, materials or services for or on behalf of Contractor or the Subcontractors. Upon City’s written request, Contractor must promptly and permanently remove from the Project, at no cost to City, any employee or Subcontractor or employee of a Subcontractor who the Engineer has determined to be incompetent, intemperate or disorderly, or who has failed or refused to perform the Work as required under the Contract Documents. (I) Correction of Defects. Contractor must promptly correct, at Contractor’s sole expense, any Work that is determined by City to be deficient or defective in any way, including workmanship, materials, parts or equipment. Workmanship, materials, parts or equipment that do not conform to the requirements under the Plans, Specifications and other Contract Documents, as determined by City, will be considered defective and subject to rejection. Contractor must also promptly correct, at Contractor’s sole expense, any Work performed beyond the lines and grades shown on the Plans or established by City, and any Extra Work performed without City’s prior written approval. If Contractor fails to correct or to take reasonable steps toward correcting defective Work within five days following notice from City, or within the time specified in City’s notice to correct, City may elect to have the defective Work corrected by its own forces or by a third party, in which case the cost of correction will be deducted from the Contract Price. If City elects to correct defective Work due to Contractor’s failure or refusal to do so, City or its agents will have the right to take possession of and use any equipment, supplies, or materials available at the Project site or any Worksite on City property, in order to effectuate the correction, at no extra cost to City. Contractor’s warranty obligations under Section 11.2, Warranty, will not be waived nor limited by City’s actions to correct defective Work under these circumstances. Alternatively, City may elect to retain defective Work, and deduct the difference in value, as determined by the Engineer, from payments otherwise due to Contractor. This paragraph applies to any defective Work performed by Contractor during the one-year warranty period under Section 11.2. (J) Contractor’s Records. Contractor must maintain all of its records relating to the Project in any form, including paper documents, photos, videos, electronic records, approved samples, and the construction records required pursuant to paragraph (G), above. Project records subject to this provision include complete All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 58 Project cost records and records relating to preparation of Contractor’s bid, including estimates, take-offs, and price quotes or bids. (1) Contractor’s cost records must include all supporting documentation, including original receipts, invoices, and payroll records, evidencing its direct costs to perform the Work, including, but not limited to, costs for labor, materials and equipment. Each cost record should include, at a minimum, a description of the expenditure with references to the applicable requirements of the Contract Documents, the amount actually paid, the date of payment, and whether the expenditure is part of the original Contract Price, related to an executed Change Order, or otherwise categorized by Contractor as Extra Work. Contractor’s failure to comply with this provision as to any claimed cost operates as a waiver of any rights to recover the claimed cost. (2) Contractor must continue to maintain its Project-related records in an organized manner for a period of five years after City’s acceptance of the Project or following Contract termination, whichever occurs first. Subject to prior notice to Contractor, City is entitled to inspect or audit any of Contractor’s records relating to the Project during Contractor’s normal business hours. Contractor’s records may also be subject to examination and audit by the California State Auditor, pursuant to Government Code § 8546.7. The record-keeping requirements set forth in this subsection 2.2(J) will survive expiration or termination of the Contract. (K) Copies of Project Documents. Contractor and its Subcontractors must keep copies, at the Project site, of all Work-related documents, including the Contract, permit(s), Plans, Specifications, addenda, Contract amendments, Change Orders, RFIs and RFI responses, Shop Drawings, as-built drawings, schedules, daily records, testing and inspection reports or results, and any related written interpretations. These documents must be available to City for reference at all times during construction of the Project. 2.3 Subcontractors. (A) General. All Work which is not performed by Contractor with its own forces must be performed by Subcontractors. City reserves the right to approve or reject any and all Subcontractors proposed to perform the Work, for reasons including the Subcontractor’s poor reputation, lack of relevant experience, financial instability, and lack of technical ability or adequate trained workforce. Each Subcontractor must obtain a City business license before performing any Work. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 59 (B) Contractual Obligations. Contractor must require each Subcontractor to comply with the provisions of the Contract Documents as they apply to the Subcontractor’s portion(s) of the Work, including the generally applicable terms of the Contract Documents, and to likewise bind their subcontractors. Contractor will provide that the rights that each Subcontractor may have against any manufacturer or supplier for breach of warranty or guarantee relating to items provided by the Subcontractor for the Project, will be assigned to City. Nothing in these Contract Documents creates a contractual relationship between a Subcontractor and City, but City is deemed to be a third-party beneficiary of the contract between Contractor and each Subcontractor. (C) Termination. If the Contract is terminated, each Subcontractor’s agreement must be assigned by Contractor to City, subject to the prior rights of any surety, but only if and to the extent that City accepts, in writing, the assignment by written notification, and assumes all rights and obligations of Contractor pursuant to each such subcontract agreement. (D) Substitution of Subcontractor. If Contractor requests substitution of a listed Subcontractor under Public Contract Code § 4107, Contractor is solely responsible for all costs City incurs in responding to the request, including legal fees and costs to conduct a hearing, and any increased subcontract cost to perform the Work that was to be performed by the listed Subcontractor. If City determines that a Subcontractor is unacceptable to City based on the Subcontractor’s failure to satisfactorily perform its Work, or for any of the grounds for substitution listed in Public Contract Code § 4107(a), City may request removal of the Subcontractor from the Project. Upon receipt of a written request from City to remove a Subcontractor pursuant to this paragraph, Contractor will immediately remove the Subcontractor from the Project and, at no further cost to City, will either (1) self-perform the remaining Work to the extent that Contractor is duly licensed and qualified to do so, or (2) substitute a Subcontractor that is acceptable to City, in compliance with Public Contract Code § 4107, as applicable. 2.4 Coordination of Work. (A) Concurrent Work. City reserves the right to perform, have performed, or permit performance of other work on or adjacent to the Project site while the Work is being performed for the Project. Contractor is responsible for coordinating its Work with other work being performed on or adjacent to the Project site, including by any utility companies or agencies, and must avoid hindering, delaying, or interfering with the work of other contractors, individuals, or entities, and must ensure safe and reasonable site access and use as required or authorized by City. To the full extent permitted by law, Contractor All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 60 must hold harmless and indemnify City against any and all claims arising from or related to Contractor’s avoidable, negligent, or willful hindrance of, delay to, or interference with the work of any utility company or agency or another contractor or subcontractor. (B) Coordination. If Contractor’s Work will connect or interface with work performed by others, Contractor is responsible for independently measuring and visually inspecting such work to ensure a correct connection and interface. Contractor is responsible for any failure by Contractor or its Subcontractors to confirm measurements before proceeding with connecting Work. Before proceeding with any portion of the Work affected by the construction or operations of others, Contractor must give the Project Manager prompt written notification of any defects Contractor discovers which will prevent the proper execution of the Work. Failure to give notice of any known or reasonably discoverable defects will be deemed acknowledgement by Contractor that the work of others is not defective and will not prevent the proper execution of the Work. Contractor must also promptly notify City if work performed by others, including work or activities performed by City’s own forces, is operating to hinder, delay, or interfere with Contractor’s timely performance of the Work. City reserves the right to backcharge Contractor for any additional costs incurred due to Contractor’s failure to comply with the requirements in this Section 2.4. 2.5 Submittals. Unless otherwise specified, Contractor must submit to the Engineer for review and acceptance, all schedules, Shop Drawings, samples, product data, and similar submittals required by the Contract Documents, or upon request by the Engineer. Unless otherwise specified, all submittals, including Requests for Information, are subject to the general provisions of this Section, as well as specific submittal requirements that may be included elsewhere in the Contract Documents, including the Special Conditions or Specifications. The Engineer may require submission of a submittal schedule at or before a pre-construction conference, as may be specified in the Notice to Proceed. (A) General. Contractor is responsible for ensuring that its submittals are accurate and conform to the Contract Documents. (B) Time and Manner of Submission. Contractor must ensure that its submittals are prepared and delivered in a manner consistent with the current City-accepted schedule for the Work and within the applicable time specified in the Contract Documents, or if no time is specified, in such time and sequence so as not to delay the performance of the Work or completion of the Project. (C) Required Contents. Each submittal must include the Project name and contract number, Contractor’s name and address, the name and address of any All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 61 Subcontractor or supplier involved with the submittal, the date, and references to applicable Specification section(s) and/or drawing and detail number(s). (D) Required Corrections. If corrections are required, Contractor must promptly make and submit any required corrections as specified in full conformance with the requirements of this Section, or other requirements that apply to that submittal. (E) Effect of Review and Acceptance. Review and acceptance of a submittal by City will not relieve Contractor from complying with the requirements of the Contract Documents. Contractor is responsible for any errors in any submittal, and review or acceptance of a submittal by City is not an assumption of risk or liability by City. (F) Enforcement. Any Work performed or any material furnished, installed, fabricated or used without City’s prior acceptance of a required submittal is performed or provided at Contractor’s risk, and Contractor may be required to bear the costs incident thereto, including the cost of removing and replacing such Work, repairs to other affected portions of the Work or material, and the cost of additional time or services required of City, including costs for the Design Professional, Project Manager, or Inspector. (G) Excessive RFIs. A RFI will be considered excessive or unnecessary if City determines that the explanation or response to the RFI is clearly and unambiguously discernable from the Contract Documents. City’s costs to review and respond to excessive or unnecessary RFIs may be deducted from payments otherwise due to Contractor. 2.6 Shop Drawings. When Shop Drawings are required by the Specifications or requested by the Engineer, they must be prepared according to best practices at Contractor’s expense. The Shop Drawings must be of a size and scale to clearly show all necessary details. Unless otherwise specified by City, Shop Drawings must be provided to the Engineer for review and acceptance at least 30 days before the Work will be performed. If City requires changes, the corrected Shop Drawings must be resubmitted to the Engineer for review within the time specified by the Engineer. For all Project components requiring Shop Drawings, Contractor will not furnish materials or perform any Work until the Shop Drawings for those components are accepted by City. Contractor is responsible for any errors or omissions in the Shop Drawings, shop fits and field corrections; any deviations from the Contract Documents; and for the results obtained by the use of Shop Drawings. Acceptance of Shop Drawings by City does not relieve Contractor of Contractor’s responsibility. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 62 2.7 Access to Work. Contractor must afford prompt and safe access to any Worksite by City and its employees, agents, or consultants authorized by City; and upon request by City, Contractor must promptly arrange for City representatives to visit or inspect manufacturing sites or fabrication facilities for items to be incorporated into the Work. 2.8 Personnel. Contractor and its Subcontractors must employ only competent and skillful personnel to perform the Work. Contractor and its Subcontractor’s supervisors, security or safety personnel, and employees who have unescorted access to the Project site must possess proficiency in English sufficient to read, understand, receive, and implement oral or written communications or instructions relating to their respective job functions, including safety and security requirements. Upon written notification from the Engineer, Contractor and its Subcontractors must immediately discharge any personnel who are incompetent, disorderly, disruptive, threatening, abusive, or profane, or otherwise refuse or fail to comply with the requirements of the Contract Documents or Laws, including Laws pertaining to health and safety. Any such discharged personnel may not be re-employed or permitted on the Project in any capacity without City’s prior written consent. Article 3 - Contract Documents 3.1 Interpretation of Contract Documents. (A) Plans and Specifications. The Plans and Specifications included in the Contract Documents are complementary. If Work is shown on one but not on the other, Contractor must perform the Work as though fully described on both, consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. The Plans and Specifications are deemed to include and require everything necessary and reasonably incidental to completion of the Work, whether or not particularly mentioned or shown. Contractor must perform all Work and services and supply all things reasonably related to and inferable from the Contract Documents. In the event of a conflict between the Plans and Specifications, the Specifications will control, unless the drawing(s) at issue are dated later than the Specification(s) at issue. Detailed drawings take precedence over general drawings, and large-scale drawings take precedence over smaller scale drawings. Any arrangement or division of the Plans and Specifications into sections is for convenience and is not intended to limit the Work required by separate trades. A conclusion presented in the Plans or Specifications is only a recommendation. Actual locations and depths must be determined by Contractor’s field investigation. Contractor may request access to All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 63 underlying or background information in City’s possession that is necessary for Contractor to form its own conclusions. (B) Duty to Notify and Seek Direction. If Contractor becomes aware of a changed condition in the Project, or of any ambiguity, conflict, inconsistency, discrepancy, omission, or error in the Contract Documents, including the Plans or Specifications, Contractor must promptly submit a Request for Information to the Engineer and wait for a response from City before proceeding further with the related Work. The RFI must notify City of the issue and request clarification, interpretation or direction. The Engineer’s clarification, interpretation or direction will be final and binding on Contractor. If Contractor proceeds with the related Work before obtaining City’s response, Contractor will be responsible for any resulting costs, including the cost of correcting any incorrect or defective Work that results. Timely submission of a clear and complete RFI is essential to avoiding delay. Delay resulting from Contractor’s failure to submit a timely and complete RFI to the Engineer is Non-Excusable Delay. If Contractor believes that City’s response to an RFI justifies a change to the Contract Price or Contract Time, Contractor must perform the Work as directed, but may submit a timely Change Order request in accordance with the Contract Documents. (See Articles 5 and 6.) (C) Figures and Dimensions. Figures control over scaled dimensions. (D) Technical or Trade Terms. Any terms that have well-known technical or trade meanings will be interpreted in accordance with those meanings, unless otherwise specifically defined in the Contract Documents. (E) Measurements. Contractor must verify all relevant measurements in the Contract Documents and at the Project site before ordering any material or performing any Work and will be responsible for the correctness of those measurements or for costs that could have been avoided by independently verifying measurements. (F) Compliance with Laws. The Contract Documents are intended to comply with Laws and will be interpreted to comply with Laws. 3.2 Order of Precedence. Information included in one Contract Document but not in another will not be considered a conflict or inconsistency. Unless otherwise specified in the Special Conditions, in case of any conflict or inconsistency among the Contract Documents, the following order of precedence will apply, beginning from highest to lowest, with the most recent version taking precedent over an earlier version: All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 64 (A) Change Orders; (B) Addenda; (C) Contract; (D) Notice to Proceed; (E) Attachment B – Federal Contract Requirements (only if used); (F) Special Conditions; (G) General Conditions; (H) Payment and Performance Bonds; (I) Specifications; (J) Plans; (K) Notice of Potential Award; (L) Notice Inviting Bids; (M) Attachment A – Federal Bidding Requirements (only if used); (N) Instructions to Bidders; (O) Contractor’s Bid Proposal and attachments; (P) the City’s standard specifications, as applicable; and (Q) Any generic documents prepared by and on behalf of a third party, that were not prepared specifically for this Project, such as the Caltrans Standard Specifications or Caltrans Special Provisions. 3.3 Caltrans Standard Specifications. Any reference to or incorporation of the Standard Specifications of the State of California, Department of Transportation (“Caltrans”), including “Standard Specifications,” “Caltrans Specifications,” “State Specifications,” or “CSS,” means the most current edition of Caltrans’ Standard Specifications, unless otherwise specified (“Caltrans Standard Specifications”), including the most current amendments as of the date that Contractor’s bid was submitted for this Project. The following provisions apply to use of or reference to the Caltrans Standard Specifications or Special Provisions: (A) Limitations. The “General Provisions” of the Caltrans Standard Specifications, i.e., sections 1 through 9, do not apply to these Contract Documents with the exception of any specific provisions, if any, which are expressly stated to apply to these Contract Documents. (B) Conflicts or Inconsistencies. If there is a conflict or inconsistency between any provision in the Caltrans Standard Specifications or Special Provisions and a provision of these Contract Documents, as determined by City, the provision in the Contract Documents will govern. (C) Meanings. Terms used in the Caltrans Standard Specifications or Special Provisions are to be interpreted as follows: All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 65 (1) Any reference to the “Engineer” is deemed to mean the City Engineer. (2) Any reference to the “Special Provisions” is deemed to mean the Special Conditions, unless the Caltrans Special Provisions are expressly included in the Contract Documents listed in Section 2 of the Contract. (3) Any reference to the “Department” or “State” is deemed to mean City. 3.4 For Reference Only. Contractor is responsible for the careful review of any document, study, or report provided by City or appended to the Contract Documents solely for informational purposes and identified as “For Reference Only.” Nothing in any document, study, or report so appended and identified is intended to supplement, alter, or void any provision of the Contract Documents. Contractor is advised that City or its representatives may be guided by information or recommendations included in such reference documents, particularly when making determinations as to the acceptability of proposed materials, methods, or changes in the Work. Any record drawings or similar final or accepted drawings or maps that are not part of the Contract Documents are deemed to be For Reference Only. The provisions of the Contract Documents are not modified by any perceived or actual conflict with provisions in any document that is provided For Reference Only. 3.5 Current Versions. Unless otherwise specified by City, any reference to standard specifications, technical specifications, or any City or state codes or regulations means the latest specification, code or regulation in effect on the date that bids were due. 3.6 Conformed Copies. If City prepares a conformed set of the Contract Documents following award of the Contract, it will provide Contractor with two hard copy (paper) sets and one copy of the electronic file in PDF format. It is Contractor’s responsibility to ensure that all Subcontractors, including fabricators, are provided with the conformed set of the Contract Documents at Contractor’s sole expense. 3.7 Ownership. No portion of the Contract Documents may be used for any purpose other than construction of the Project, without prior written consent from City. Contractor is deemed to have conveyed the copyright in any designs, drawings, specifications, Shop Drawings, or other documents (in paper or electronic form) developed by Contractor for the Project, and City will retain all rights to such works, including the right to possession. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 66 Article 4 - Bonds, Indemnity, and Insurance 4.1 Payment and Performance Bonds. Within ten days following issuance of the Notice of Potential Award, Contractor is required to provide a payment bond and a performance bond, each in the penal sum of not less than 100% of the Contract Price, and each executed by Contractor and its surety using the bond forms included with the Contract Documents. (A) Surety. Each bond must be issued and executed by a surety admitted in California. If an issuing surety cancels the bond or becomes insolvent, within seven days following written notice from City, Contractor must substitute a surety acceptable to City. If Contractor fails to substitute an acceptable surety within the specified time, City may, at its sole discretion, withhold payment from Contractor until the surety is replaced to City’s satisfaction, or terminate the Contract for default. (B) Supplemental Bonds for Increase in Contract Price. If the Contract Price increases during construction by five percent or more over the original Contract Price, Contractor must provide supplemental or replacement bonds within ten days of written notice from City pursuant to this Section, covering 100% of the increased Contract Price and using the bond forms included with the Contract Documents. 4.2 Indemnity. To the fullest extent permitted by law, Contractor must indemnify, defend, and hold harmless City, its Council, officers, officials, employees, agents, volunteers, and consultants (individually, an “Indemnitee,” and collectively the “Indemnitees”) from and against any and all liability, loss, damage, claims, causes of action, demands, charges, fines, costs, and expenses (including, without limitation, attorney fees, expert witness fees, paralegal fees, and fees and costs of litigation or arbitration) (collectively, “Liability”) of every nature arising out of or in connection with the acts or omissions of Contractor, its employees, Subcontractors, representatives, or agents, in bidding or performing the Work or in failing to comply with any obligation of Contractor under the Contract, except such Liability caused by the active negligence, sole negligence, or willful misconduct of an Indemnitee. This indemnity requirement applies to any Liability arising from alleged defects in the content or manner of submission of Contractor’s bid for the Contract. Contractor’s failure or refusal to timely accept a tender of defense pursuant to this Contract will be deemed a material breach of the Contract. City will timely notify Contractor upon receipt of any third-party claim relating to the Contract, as required by Public Contract Code § 9201. Contractor waives any right to express or implied indemnity against any Indemnitee. Contractor’s indemnity obligations under this Contract will survive the expiration or any early termination of the Contract. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 67 4.3 Insurance. No later than ten days following issuance of the Notice of Potential Award, Contractor must procure and provide proof of the insurance coverage required by this Section in the form of certificates and endorsements acceptable to City. The required insurance must cover the activities of Contractor and its Subcontractors relating to or arising from the performance of the Work, and must remain in full force and effect at all times during the period covered by the Contract, through the date of City’s acceptance of the Project. All required insurance must be issued by a company licensed to do business in the State of California, and each such insurer must have an A.M. Best’s financial strength rating of “A” or better and a financial size rating of “VIII” or better. If Contractor fails to provide any of the required coverage in full compliance with the requirements of the Contract Documents, City may, at its sole discretion, purchase such coverage at Contractor’s expense and deduct the cost from payments due to Contractor, or terminate the Contract for default. The procurement of the required insurance will not be construed to limit Contractor’s liability under this Contract or to fulfill Contractor’s indemnification obligations under this Contract. (A) Policies and Limits. The following insurance policies and limits are required for this Contract, unless otherwise specified in the Special Conditions: (1) Commercial General Liability (“CGL”) Insurance: The CGL insurance policy must be issued on an occurrence basis, written on a comprehensive general liability form, and must include coverage for liability arising from Contractor’s or its Subcontractor’s acts or omissions in the performance of the Work, including contractor’s protective coverage, contractual liability, products and completed operations, and broad form property damage, with limits of at least $2,000,000 per occurrence and at least $4,000,000 general aggregate. The CGL insurance coverage may be arranged under a single policy for the full limits required or by a combination of underlying policies with the balance provided by excess or umbrella policies, provided each such policy complies with the requirements set forth in this Section, including required endorsements. (2) Automobile Liability Insurance: The automobile liability insurance policy must provide coverage of at least $2,000,000 combined single-limit per accident for bodily injury, death, or property damage, including hired and non-owned auto liability. (3) Workers’ Compensation Insurance and Employer’s Liability: The workers’ compensation and employer’s liability insurance policy must comply with the requirements of the California Labor Code, providing coverage All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 68 of at least $1,000,000 or as otherwise required by the statute. If Contractor is self-insured, Contractor must provide its Certificate of Permission to Self-Insure, duly authorized by the DIR. (4) Pollution Liability Insurance: The pollution liability insurance policy must be issued on an occurrence basis, providing coverage of at least $2,000,000 for all loss arising out of claims for bodily injury, death, property damage, or environmental damage caused by pollution conditions resulting from the Work. (5) Builder’s Risk Insurance: The builder’s risk insurance policy must be issued on an occurrence basis, for all-risk or “all perils” coverage on a 100% completed value basis on the insurable portion of the Project for the benefit of City. (B) Notice. Each certificate of insurance must state that the coverage afforded by the policy or policies will not be reduced, cancelled or allowed to expire without at least 30 days written notice to City, unless due to non-payment of premiums, in which case ten days written notice must be made to City. (C) Waiver of Subrogation. Each required policy must include an endorsement providing that the carrier will waive any right of subrogation it may have against City. (D) Required Endorsements. The CGL policy, automobile liability policy, pollution liability policy, and builder’s risk policy must include the following specific endorsements: (1) The City, including its Council, officials, officers, employees, agents, volunteers and consultants (collectively, “Additional Insured”) must be named as an additional insured for all liability arising out of the operations by or on behalf of the named insured, and the policy must protect the Additional Insured against any and all liability for personal injury, death or property damage or destruction arising directly or indirectly in the performance of the Contract. The additional insured endorsement must be provided using ISO form CG 20 10 11 85 or equivalent form(s) approved by the City. (2) The inclusion of more than one insured will not operate to impair the rights of one insured against another, and the coverages afforded will apply as though separate policies have been issued to each insured. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 69 (3) The insurance provided by Contractor is primary and no insurance held or owned by any Additional Insured may be called upon to contribute to a loss. (4) This policy does not exclude explosion, collapse, underground excavation hazard, or removal of lateral support. (E) Contractor’s Responsibilities. This Section 4.3 establishes the minimum requirements for Contractor’s insurance coverage in relation to this Project, but is not intended to limit Contractor’s ability to procure additional or greater coverage. Contractor is responsible for its own risk assessment and needs and is encouraged to consult its insurance provider to determine what coverage it may wish to carry beyond the minimum requirements of this Section. Contractor is solely responsible for the cost of its insurance coverage, including premium payments, deductibles, or self-insured retentions, and no Additional Insured will be responsible or liable for any of the cost of Contractor’s insurance coverage. (F) Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions that apply to the required insurance (collectively, “deductibles”) in excess of $100,000 are subject to approval by the City’s Risk Manager, acting in his or her sole discretion, and must be declared by Contractor when it submits its certificates of insurance and endorsements pursuant to this Section 4.3. If the City’s Risk Manager determines that the deductibles are unacceptably high, at City’s option, Contractor must either reduce or eliminate the deductibles as they apply to City and all required Additional Insured; or must provide a financial guarantee, to City’s satisfaction, guaranteeing payment of losses and related investigation, claim administration, and legal expenses. (G) Subcontractors. Contractor must ensure that each Subcontractor is required to maintain the same insurance coverage required under this Section 4.3, with respect to its performance of Work on the Project, including those requirements related to the Additional Insureds and waiver of subrogation, but excluding pollution liability or builder’s risk insurance unless otherwise specified in the Special Conditions. A Subcontractor may be eligible for reduced insurance coverage or limits, but only to the extent approved in writing in advance by the City’s Risk Manager. Contractor must confirm that each Subcontractor has complied with these insurance requirements before the Subcontractor is permitted to begin Work on the Project. Upon request by the City, Contractor must provide certificates and endorsements submitted by each Subcontractor to prove compliance with this requirement. The insurance requirements for Subcontractors do not replace or limit the Contractor’s insurance obligations. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 70 Article 5 - Contract Time 5.1 Time is of the Essence. Time is of the essence in Contractor’s performance and completion of the Work, and Contractor must diligently prosecute the Work and complete it within the Contract Time. (A) General. Contractor must commence the Work on the date indicated in the Notice to Proceed and must fully complete the Work in strict compliance with all requirements of the Contract Documents and within the Contract Time. Contractor may not begin performing the Work before the date specified in the Notice to Proceed. (B) Authorization. Contractor is not entitled to compensation or credit for any Work performed before the date specified in the Notice to Proceed, with the exception of any schedules, submittals, or other requirements, if any, that must be provided or performed before issuance of the Notice to Proceed. (C) Rate of Progress. Contractor and its Subcontractors must, at all times, provide workers, materials, and equipment sufficient to maintain the rate of progress necessary to ensure full completion of the Work within the Contract Time. If City determines that Contractor is failing to prosecute the Work at a sufficient rate of progress, City may, in its sole discretion, direct Contractor to provide additional workers, materials, or equipment, or to work additional hours or days without additional cost to City, in order to achieve a rate of progress satisfactory to City. If Contractor fails to comply with City’s directive in this regard, City may, at Contractor’s expense, separately contract for additional workers, materials, or equipment or use City’s own forces to achieve the necessary rate of progress. Alternatively, City may terminate the Contract based on Contractor’s default. 5.2 Schedule Requirements. Contractor must prepare all schedules using standard, commercial scheduling software acceptable to the Engineer, and must provide the schedules in electronic and paper form as requested by the Engineer. In addition to the general scheduling requirements set forth below, Contractor must also comply with any scheduling requirements included in the Special Conditions or in the Technical Specifications. (A) Baseline (As-Planned) Schedule. Within ten calendar days following City’s issuance of the Notice to Proceed (or as otherwise specified in the Notice to Proceed), Contractor must submit to City for review and acceptance a baseline (as-planned) schedule using critical path methodology showing in detail how Contractor plans to perform and fully complete the Work within the Contract All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 71 Time, including labor, equipment, materials and fabricated items. The baseline schedule must show the order of the major items of Work and the dates of start and completion of each item, including when the materials and equipment will be procured. The schedule must also include the work of all trades, reflecting anticipated labor or crew hours and equipment loading for the construction activities, and must be sufficiently comprehensive and detailed to enable progress to be monitored on a day-by-day basis. For each activity, the baseline schedule must be dated, provided in the format specified in the Contract Documents or as required by City, and must include, at a minimum, a description of the activity, the start and completion dates of the activity, and the duration of the activity. (1) Specialized Materials Ordering. Within five calendar days following issuance of the Notice to Proceed, Contractor must order any specialized material or equipment for the Work that is not readily available from material suppliers. Contractor must also retain documentation of the purchase order date(s). (B) City’s Review of Schedules. City will review and may note exceptions to the baseline schedule, and to the progress schedules submitted as required below, to assure completion of the Work within the Contract Time. Contractor is solely responsible for resolving any exceptions noted in a schedule and, within seven days, must correct the schedule to address the exceptions. City’s review or acceptance of Contractor’s schedules will not operate to waive or limit Contractor’s duty to complete the Project within the Contract Time, nor to waive or limit City’s right to assess liquidated damages for Contractor’s unexcused failure to do so. (C) Progress Schedules. After City accepts the final baseline schedule with no exceptions, Contractor must submit an updated progress schedule and three- week look-ahead schedule, in the format specified by City, for review and acceptance with each application for a progress payment, or when otherwise specified by City, until completion of the Work. The updated progress schedule must: show how the actual progress of the Work as constructed to date compares to the baseline schedule; reflect any proposed changes in the construction schedule or method of operations, including to achieve Project milestones within the Contract Time; and identify any actual or potential impacts to the critical path. Contractor must also submit periodic reports to City of any changes in the projected material or equipment delivery dates for the Project. (1) Float. The progress schedule must show early and late completion dates for each task. The number of days between those dates will be All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 72 designated as the “float.” Any float belongs to the Project and may be allocated by the Engineer to best serve timely completion of the Project. (2) Failure to Submit Schedule. Reliable, up-to-date schedules are essential to efficient and cost-effective administration of the Project and timely completion. If Contractor fails to submit a schedule within the time periods specified in this Section, or submits a schedule to which City has noted exceptions that are not corrected, City may withhold up to five percent from payment(s) otherwise due to Contractor until the exceptions are resolved, the schedule is corrected and resubmitted, and City has accepted the schedule. In addition, Contractor’s failure to comply with the schedule requirements in this Section 5.2 will be deemed a material default and a waiver of any claims for Excusable Delay or loss of productivity arising during any period when Contractor is out of compliance, subject only to the limits of Public Contract Code § 7102. (D) Recovery Schedule. If City determines that the Work is more than one week behind schedule, within seven days following written notice of such determination, Contractor must submit a recovery schedule, showing how Contractor intends to perform and complete the Work within the Contract Time, based on actual progress to date. (E) Effect of Acceptance. Contractor and its Subcontractors must perform the Work in accordance with the most current City-accepted schedule unless otherwise directed by City. City’s acceptance of a schedule does not operate to extend the time for completion of the Work or any component of the Work, and will not affect City’s right to assess liquidated damages for Contractor’s unexcused delay in completing the Work within the Contract Time. (F) Posting. Contractor must at all times prominently post a copy of the most current City-accepted progress or recovery schedule in its on-site office. (G) Reservation of Rights. City reserves the right to direct the sequence in which the Work must be performed or to make changes in the sequence of the Work in order to facilitate the performance of work by City or others, or to facilitate City’s use of its property. The Contract Time or Contract Price may be adjusted to the extent such changes in sequence actually increase or decrease Contractor’s time or cost to perform the Work. (H) Authorized Working Days and Times. Contractor is limited to working Monday through Friday, excluding holidays, during City’s normal business hours, except as provided in the Special Conditions or as authorized in writing by City. City reserves the right to charge Contractor for additional costs incurred All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 73 by City due to Work performed on days or during hours not expressly authorized in the Contract Documents, including reimbursement of costs incurred for inspection, testing, and construction management services. 5.3 Delay and Extensions of Contract Time. (A) Notice of Delay. If Contractor becomes aware of any actual or potential delay affecting the critical path, Contractor must promptly notify the Engineer in writing, regardless of the nature or cause of the delay, so that City has a reasonable opportunity to mitigate or avoid the delay. (B) Excusable Delay. The Contract Time may be extended if Contractor encounters “Excusable Delay,” which is an unavoidable delay in completing the Work within the Contract Time due to causes completely beyond Contractor’s control, and which Contractor could not have avoided or mitigated through reasonable care, planning, foresight, and diligence, provided that Contractor is otherwise fully performing its obligations under the Contract Documents. Grounds for Excusable Delay may include fire, natural disasters including earthquake or unusually severe weather, acts of terror or vandalism, epidemic, unforeseeable adverse government actions, unforeseeable actions of third parties, encountering unforeseeable hazardous materials, unforeseeable site conditions, or suspension for convenience under Article 13. The Contract Time will not be extended based on circumstances which will not unavoidably delay completing the Work within the Contract Time based on critical path analysis. (C) Weather Delays. A “Weather Delay Day” is a Working Day during which Contractor and its forces, including Subcontractors, are unable to perform more than 40% of the critical path Work scheduled for that day due to adverse weather conditions which impair the ability to safely or effectively perform the scheduled critical path Work that day. Adverse weather conditions may include rain, saturated soil, and Project site clean-up required due to adverse weather. Determination of what constitutes critical path Work scheduled for that day will be based on the most current, City-approved schedule. Contractor will be entitled to a non-compensable extension of the Contract Time for each Weather Delay Day in excess of the normal Weather Delay Days within a given month as determined by reliable records, including monthly rainfall averages, for the preceding ten years (or as otherwise specified in the Special Conditions or Specifications). (1) Contractor must fully comply with the applicable procedures in Articles 5 and 6 of the General Conditions regarding requests to modify the Contract Time. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 74 (2) Contractor will not be entitled to an extension of time for a Weather Delay Day to the extent Contractor is responsible for concurrent delay on that day. (3) Contractor must take reasonable steps to mitigate the consequences of Weather Delay Days, including prudent workforce management and protecting the Work, Project Site, materials, and equipment. (D) Non-Excusable Delay. Delay which Contractor could have avoided or mitigated through reasonable care, planning, foresight and diligence is “Non- Excusable Delay.” Contractor is not entitled to an extension of Contract Time or any compensation for Non-Excusable Delay, or for Excusable Delay that is concurrent with Non-Excusable Delay. Non-Excusable Delay includes delay caused by: (1) weather conditions which are normal for the location of the Project, as determined by reliable records, including monthly rainfall averages, for the preceding ten years; (2) Contractor’s failure to order equipment and materials sufficiently in advance of the time needed for completion of the Work within the Contract Time; (3) Contractor’s failure to provide adequate notification to utility companies or agencies for connections or services necessary for completion of the Work within the Contract Time; (4) foreseeable conditions which Contractor could have ascertained from reasonably diligent inspection of the Project site or review of the Contract Documents or other information provided or available to Contractor; (5) Contractor’s failure, refusal, or financial inability to perform the Work within the Contract Time, including insufficient funds to pay its Subcontractors or suppliers; (6) performance or non-performance by Contractor’s Subcontractors or suppliers; (7) the time required to respond to excessive RFIs (see Section 2.5(G)); (8) delayed submission of required submittals, or the time required for correction and resubmission of defective submittals; All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 75 (9) time required for repair of, re-testing, or re-inspection of defective Work; (10) enforcement of Laws by City, or outside agencies with jurisdiction over the Work; or (11) City’s exercise or enforcement of any of its rights or Contractor’s duties pursuant to the Contract Documents, including correction of defective Work, extra inspections or testing due to non-compliance with Contract requirements, safety compliance, environmental compliance, or rejection and return of defective or deficient submittals. (E) Compensable Delay. Pursuant to Public Contract Code § 7102, in addition to entitlement to an extension of Contract Time, Contractor is entitled to compensation for costs incurred due to delay caused solely by City, when that delay is unreasonable under the circumstances involved and not within the contemplation of the parties (“Compensable Delay”). Contractor is not entitled to an extension of Contract Time or recovery of costs for Compensable Delay that is concurrent with Non-Excusable Delay. Delay due to causes that are beyond the control of either City or Contractor, including Weather Delay Days, discovery of Historic or Archeological Items pursuant to Section 7.18, or the actions or inactions of third parties or other agencies, is not Compensable Delay, and will only entitle Contractor to an extension of time commensurate with the time lost due to such delay. (F) Recoverable Costs. Contractor is not entitled to compensation for Excusable Delay unless it is Compensable Delay, as defined above. Contractor is entitled to recover only the actual, direct, reasonable, and substantiated costs (“Recoverable Costs”) for each working day that the Compensable Delay prevents Contractor from proceeding with more than 50% of the critical path Work scheduled for that day, based on the most recent progress schedule accepted by City. Recoverable Costs will not include home office overhead or lost profit. (G) Request for Extension of Contract Time or Recoverable Costs. A request for an extension of Contract Time or any associated Recoverable Costs must be submitted in writing to City within ten calendar days of the date the delay is first encountered, even if the duration of the delay is not yet known at that time, or any entitlement to the Contract Time extension or to the Recoverable Costs will be deemed waived. In addition to complying with the requirements of this Article 5, the request must be submitted in compliance with the Change Order request procedures in Article 6 below. Strict compliance with these requirements All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 76 is necessary to ensure that any delay or consequences of delay may be mitigated as soon as possible, and to facilitate cost-efficient administration of the Project and timely performance of the Work. Any request for an extension of Contract Time or Recoverable Costs that does not strictly comply with all of the requirements of Article 5 and Article 6 will be deemed waived. (1) Required Contents. The request must include a detailed description of the cause(s) of the delay and must also describe the measures that Contractor has taken to mitigate the delay and/or its effects, including efforts to mitigate the cost impact of the delay, such as by workforce management or by a change in sequencing. If the delay is still ongoing at the time the request is submitted, the request should also include Contractor’s plan for continued mitigation of the delay or its effects. (2) Delay Days and Costs. The request must specify the number of days of Excusable Delay claimed or provide a realistic estimate if the duration of the delay is not yet known. If Contractor believes it is entitled to Recoverable Costs for Compensable Delay, the request must specify the amount and basis for the Recoverable Costs that are claimed or provide a realistic estimate if the amount is not yet known. Any estimate of delay duration or cost must be updated in writing and submitted with all required supporting documentation as soon as the actual time and cost is known. The maximum extension of Contract Time will be the number of days, if any, by which an Excusable Delay or a Compensable Delay exceeds any concurrent Non-Excusable Delay. Contractor is entitled to an extension of Contract Time, or compensation for Recoverable Costs, only if, and only to the extent that, such delay will unavoidably delay Final Completion. (3) Supporting Documentation. The request must also include any and all supporting documentation necessary to evidence the delay and its actual impacts, including scheduling and cost impacts with a time impact analysis using critical path methodology and demonstrating the unavoidable delay to Final Completion. The time impact analysis must be submitted in a form or format acceptable to City. (4) Burden of Proof. Contractor has the burden of proving that: the delay was an Excusable Delay or Compensable Delay, as defined above; Contractor has fully complied with its scheduling obligations in Section 5.2, Schedule Requirements; Contractor has made reasonable efforts to mitigate the delay and its schedule and cost impacts; the delay will unavoidably result in delaying Final Completion; and any Recoverable All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 77 Costs claimed by Contractor were actually incurred and were reasonable under the circumstances. (5) Legal Compliance. Nothing in this Section 5.3 is intended to require the waiver, alteration, or limitation of the applicability of Public Contract Code § 7102. (6) No Waiver. Any grant of an extension of Contract Time, or compensation for Recoverable Costs due to Compensable Delay, will not operate as a waiver of City’s right to assess liquidated damages for Non- Excusable Delay. (7) Dispute Resolution. In the event of a dispute over entitlement to an extension of Contract Time or compensation for Recoverable Costs, Contractor may not stop Work pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work. Contractor’s sole recourse for an unresolved dispute based on City’s rejection of a Change Order request for an extension of Contract Time or compensation for Recoverable Costs is to comply with the dispute resolution provisions set forth in Article 12 below. 5.4 Liquidated Damages. It is expressly understood that if Final Completion is not achieved within the Contract Time, City will suffer damages from the delay that are difficult to determine and accurately specify. Pursuant to Public Contract Code § 7203, if Contractor fails to achieve Final Completion within the Contract Time due to Contractor’s Non-Excusable Delay, City will charge Contractor in the amount specified in the Contract for each calendar day that Final Completion is delayed beyond the Contract Time, as liquidated damages and not as a penalty. Any waiver of accrued liquidated damages, in whole or in part, is subject to approval of the City Council or its authorized delegee. (A) Liquidated Damages. Liquidated damages will not be assessed for any Excusable Delay or Compensable Delay, as set forth above. (B) Milestones. Liquidated damages may also be separately assessed for failure to meet milestones specified elsewhere in the Contract Documents. (C) Setoff. City is entitled to deduct the amount of liquidated damages assessed against any payments otherwise due to Contractor, including progress payments, Final Payment, or unreleased retention. If there are insufficient Contract funds remaining to cover the full amount of liquidated damages All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 78 assessed, City is entitled to recover the balance from Contractor or its performance bond surety. (D) Occupancy or Use. Occupancy or use of the Project in whole or in part prior to Final Completion does not constitute City’s acceptance of the Project and will not operate as a waiver of City’s right to assess liquidated damages for Contractor’s Non-Excusable Delay in achieving Final Completion. (E) Other Remedies. City’s right to liquidated damages under this Section applies only to damages arising from Contractor’s Non-Excusable Delay or failure to complete the Work within the Contract Time. City retains its right to pursue all other remedies under the Contract for other types of damage, including damage to property or persons, costs or diminution in value from defective materials or workmanship, costs to repair or complete the Work, or other liability caused by Contractor. Article 6 - Contract Modification 6.1 Contract Modification. Subject to the limited exception set forth in subsection (D) below, any change in the Work or the Contract Documents, including the Contract Price or Contract Time, will not be a valid and binding change to the Contract unless it is formalized in a Change Order, including a “no-cost” Change Order or a unilateral Change Order. Changes in the Work pursuant to this Article 6 will not operate to release, limit, or abridge Contractor’s warranty obligations pursuant to Article 11 or any obligations of Contractor’s bond sureties. (A) City-Directed Changes. City may direct changes in the scope or sequence of Work or the requirements of the Contract Documents, without invalidating the Contract. Such changes may include Extra Work as set forth in subsection (C) below, or deletion or modification of portions of the Work. Contractor must promptly comply with City-directed changes in the Work in accordance with the original Contract Documents, even if Contractor and City have not yet reached agreement as to adjustments to the Contract Price or Contract Time for the change in the Work or for the Extra Work. Contractor is not entitled to extra compensation for cost savings resulting from “value engineering” pursuant to Public Contract Code § 7101, except to the extent authorized in advance by City in writing, and subject to any applicable procedural requirements for submitting a proposal for value engineering cost savings. (B) Disputes. In the event of a dispute over entitlement to or the amount of a change in Contract Time or a change in Contract Price related to a City-directed All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 79 change in the Work, Contractor must perform the Work as directed and may not delay its Work or cease Work pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work, including the Work in dispute. Likewise, in the event that City and Contractor dispute whether a portion or portions of the Work are already required by the Contract Documents or constitute Extra Work, or otherwise dispute the interpretation of any portion(s) of the Contract Documents, Contractor must perform the Work as directed and may not delay its Work or cease Work pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work, including the Work in dispute, as directed by City. If Contractor refuses to perform the Work in dispute, City may, acting in its sole discretion, elect to delete the Work from the Contract and reduce the Contract Price accordingly, and self-perform the Work or direct that the Work be performed by others. Alternatively, City may elect to terminate the Contract for convenience or for cause. Contractor’s sole recourse for an unresolved dispute related to changes in the Work or performance of any Extra Work is to comply with the dispute resolution provisions set forth in Article 12, below. (C) Extra Work. City may direct Contractor to perform Extra Work related to the Project. Contractor must promptly perform any Extra Work as directed or authorized by City in accordance with the original Contract Documents, even if Contractor and City have not yet reached agreement on adjustments to the Contract Price or Contract Time for such Extra Work. If Contractor believes it is necessary to perform Extra Work due to changed conditions, Contractor must promptly notify the Engineer in writing, specifically identifying the Extra Work and the reason(s) the Contractor believes it is Extra Work. This notification requirement does not constitute a Change Order request pursuant to Section 6.2, below. Contractor must maintain detailed daily records that itemize the cost of each element of Extra Work, and sufficiently distinguish the direct cost of the Extra Work from the cost of other Work performed. For each day that Contractor performs Extra Work, or Work that Contractor contends is Extra Work, Contractor must submit no later than the following Working Day, a daily report of the Extra Work performed that day and the related costs, together with copies of certified payroll, invoices, and other documentation substantiating the costs (“Extra Work Report”). The Engineer will make any adjustments to Contractor’s Extra Work Report(s) based on the Engineer’s records of the Work. When an Extra Work Report(s) is agreed on and signed by both City and Contractor, the Extra Work Report(s) will become the basis for payment under a duly authorized and signed Change Order. Failure to submit the required documentation by close of business on the next Working Day is deemed a full and complete waiver for any change in the Contract Price or Contract Time for any Extra Work performed that day. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 80 (D) Minor Changes and RFIs. Minor field changes, including RFI replies from City, that do not affect the Contract Price or Contract Time and that are approved by the Engineer acting within his or her scope of authority, do not require a Change Order. By executing an RFI reply from City, Contractor agrees that it will perform the Work as clarified therein, with no change to the Contract Price or Contract Time. (E) Remedy for Non-Compliance. Contractor’s failure to promptly comply with a City-directed change is deemed a material breach of the Contract, and in addition to all other remedies available to it, City may, at its sole discretion, hire another contractor or use its own forces to complete the disputed Work at Contractor’s sole expense, and may deduct the cost from the Contract Price. 6.2 Contractor Change Order Requests. Contractor must submit a request or proposal for a change in the Work, compensation for Extra Work, or a change in the Contract Price or Contract Time as a written Change Order request or proposal. (A) Time for Submission. Any request for a change in the Contract Price or the Contract Time must be submitted in writing to the Engineer within ten calendar days of the date that Contractor first encounters the circumstances, information or conditions giving rise to the Change Order request, even if the total amount of the requested change in the Contract Price or impact on the Contract Time is not yet known at that time. If City requests that Contractor propose the terms of a Change Order, unless otherwise specified in City’s request, Contractor must provide the Engineer with a written proposal for the change in the Contract Price or Contract Time within five working days of receiving City’s request, in a form satisfactory to the Engineer. (B) Required Contents. Any Change Order request or proposal submitted by Contractor must include a complete breakdown of actual or estimated costs and credits, and must itemize labor, materials, equipment, taxes, insurance, subcontract amounts, and, if applicable, Extra Work Reports. Any estimated cost must be updated in writing as soon as the actual amount is known. (C) Required Documentation. All claimed costs must be fully documented, and any related request for an extension of time or delay-related costs must be included at that time and in compliance with the requirements of Article 5 of the General Conditions. Upon request, Contractor must permit City to inspect its original and unaltered bidding records, subcontract agreements, subcontract change orders, purchase orders, invoices, or receipts associated with the claimed costs. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 81 (D) Required Form. Contractor must use City’s form(s) for submitting all Change Order requests or proposals, unless otherwise specified by City. (E) Certification. All Change Order requests must be signed by Contractor and must include the following certification: “The undersigned Contractor certifies under penalty of perjury that its statements and representations in this Change Order request are true and correct. Contractor warrants that this Change Order request is comprehensive and complete as to the Work or changes referenced herein, and agrees that any known or foreseeable costs, expenses, or time extension requests not included herein, are deemed waived.” 6.3 Adjustments to Contract Price. The amount of any increase or decrease in the Contract Price will be determined based on one of the following methods listed below, in the order listed with unit pricing taking precedence over the other methods. Markup applies only to City-authorized time and material Work, and does not apply to any other payments to Contractor. For Work items or components that are deleted in their entirety, Contractor will only be entitled to compensation for those direct, actual, and documented costs (including restocking fees), reasonably incurred before Contractor was notified of the City’s intent to delete the Work, with no markup for overhead, profit, or other indirect costs. (A) Unit Pricing. Amounts previously provided by Contractor in the form of unit prices, either in a bid schedule or in a post-award schedule of values pursuant to Section 8.1, Schedule of Values, will apply to determine the price for the affected Work, to the extent applicable unit prices have been provided for that type of Work. No additional markup for overhead, profit, or other indirect costs will be added to the calculation. (B) Lump Sum. A mutually agreed upon, all-inclusive lump sum price for the affected Work with no additional markup for overhead, profit, or other indirect costs. (C) Time and Materials. On a time and materials basis, if and only to the extent compensation on a time and materials basis is expressly authorized by City in advance of Contractor’s performance of the Work and subject to any not- to-exceed limit. Time and materials compensation for increased costs or Extra Work (but not decreased costs or deleted Work), will include allowed markup for overhead, profit, and other indirect costs, calculated as the total of the All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 82 following sums, the cumulative total of which may not exceed the maximum markup rate of 15%: (1) All direct labor costs provided by the Contractor, excluding superintendence, project management, or administrative costs, plus 15% markup; (2) All direct material costs provided by the Contractor, including sales tax, plus 15% markup; (3) All direct plant and equipment rental costs provided by the Contractor, plus 15% markup; (4) All direct additional subcontract costs plus 10% markup for Work performed by Subcontractors; and (5) Increased bond or insurance premium costs computed at 1.5% of total of the previous four sums. 6.4 Unilateral Change Order. If the parties dispute the terms of a proposed Change Order, including disputes over the amount of compensation or extension of time that Contractor has requested, the value of deleted or changed Work, what constitutes Extra Work, or quantities used, City may elect to issue a unilateral Change Order, directing performance of the Work, and authorizing a change in the Contract Price or Contract Time for the adjustment to compensation or time that the City believes is merited. Contractor’s sole recourse to dispute the terms of a unilateral Change Order is to submit a timely Claim pursuant to Article 12, below. 6.5 Non-Compliance Deemed Waiver. Contractor waives its entitlement to any increase in the Contract Price or Contract Time if Contractor fails to fully comply with the provisions of this Article. Contractor will not be paid for unauthorized Extra Work. Article 7 - General Construction Provisions 7.1 Permits, Fees, Business License, and Taxes. (A) Permits, Fees, and City Business License. Contractor must obtain and pay for all permits, fees, and licenses required to perform the Work, including a City business license. Contractor must cooperate with and provide notifications to all government agencies with jurisdiction over the Project, as may be required. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 83 Contractor must provide City with copies of all records of permits and permit applications, payment of required fees, and any licenses required for the Work. (B) Taxes. Contractor must pay for all taxes on labor, material and equipment, except Federal Excise Tax to the extent that City is exempt from Federal Excise Tax. 7.2 Temporary Facilities. Contractor must provide, at Contractor’s sole expense, any and all temporary facilities for the Project, including an onsite staging area for materials and equipment, a field office, sanitary facilities, utilities, storage, scaffolds, barricades, walkways, and any other temporary structure required to safely perform the Work along with any incidental utility services. The location of all temporary facilities must be approved by the City prior to installation. Temporary facilities must be safe and adequate for the intended use and installed and maintained in accordance with Laws and the Contract Documents. Contractor must fence and screen the Project site and, if applicable, any separate Worksites, including the staging area, and its operation must minimize inconvenience to neighboring properties. Additional provisions pertaining to temporary facilities may be included in the Specifications or Special Conditions. (A) Utilities. Contractor must install and maintain the power, water, sewer and all other utilities required for the Project site, including the piping, wiring, internet and wifi connections, and any related equipment necessary to maintain the temporary facilities. (B) Removal and Repair. Contractor must promptly remove all such temporary facilities when they are no longer needed or upon completion of the Work, whichever comes first. Contractor must promptly repair any damage to City’s property or to other property caused by the installation, use, or removal of the temporary facilities, and must promptly restore the property to its original or intended condition. 7.3 Noninterference and Site Management. Contractor must avoid interfering with City’s use of its property at or adjacent to the Project site, including use of roadways, entrances, parking areas, walkways, and structures. Contractor must also minimize disruption of access to private property in the Project vicinity. Contractor must coordinate with affected property owners, tenants, and businesses, and maintain some vehicle and pedestrian access to their residences or properties at all times. Temporary access ramps, fencing or other measures must be provided as needed. Before blocking access to a private driveway or parking lot, Contractor must provide effective notice to the affected parties at least 48 hours in advance of the pending closure and allow them to remove All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 84 vehicles. Private driveways, residences and parking lots must have access to a roadway during non-Work hours. (A) Offsite Acquisition. Unless otherwise provided by City, Contractor must acquire, use and dispose of, at its sole expense, any Worksites, licenses, easements, and temporary facilities necessary to access and perform the Work. (B) Offsite Staging Area and Field Office. If additional space beyond the Project site is needed, such as for the staging area or the field office, Contractor may need to make arrangements with the nearby property owner(s) to secure the space. Before using or occupying any property owned by a third party, Contractor must provide City with a copy of the necessary license agreement, easement, or other written authorization from the property owner, together with a written release from the property owner holding City harmless from any related liability, in a form acceptable to the City Attorney. (C) Traffic Management. Contractor must provide traffic management and traffic controls as specified in the Contract Documents, as required by Laws, and as otherwise required to ensure public and worker safety, and to avoid interference with public or private operations or the normal flow of vehicular, bicycle, or pedestrian traffic. 7.4 Signs. No signs may be displayed on or about City’s property, except signage which is required by Laws or by the Contract Documents, without City’s prior written approval as to size, design, and location. 7.5 Project Site and Nearby Property Protections. (A) General. Contractor is responsible at all times, on a 24-hour basis and at its sole cost, for protecting the Work, the Project site, and the materials and equipment to be incorporated into the Work, until the City has accepted the Project, excluding any exceptions to acceptance, if any. Except as specifically authorized by City, Contractor must confine its operations to the area of the Project site indicated in the Plans and Specifications. Contractor is liable for any damage caused by Contractor or its Subcontractors to the Work, City’s property, the property of adjacent or nearby property owners and the work or personal property of other contractors working for City, including damage related to Contractor’s failure to adequately secure the Work or any Worksite. (1) Subject to City’s approval, Contractor will provide and install safeguards to protect the Work; any Worksite, including the Project site; City’s real or personal property and the real or personal property of adjacent or nearby property owners, including plant and tree protections. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 85 (2) City wastewater systems may not be interrupted. If the Work disrupts existing sewer facilities, Contractor must immediately notify City and establish a plan, subject to City’s approval, to convey the sewage in closed conduits back into the sanitary sewer system. Sewage must not be permitted to flow in trenches or be covered by backfill. (3) Contractor must remove with due care, and store at City’s request, any objects or material from the Project site that City will salvage or reuse at another location. (4) If directed by Engineer, Contractor must promptly repair or replace any property damage, as specified by the Engineer. However, acting in its sole discretion, City may elect to have the property damage remedied otherwise, and may deduct the cost to repair or replace the damaged property from payment otherwise due to Contractor. (5) Contractor will not permit any structure or infrastructure to be loaded in a manner that will damage or endanger the integrity of the structure or infrastructure. (B) Securing Project Site. After completion of Work each day, Contractor must secure the Project site and, to the extent feasible, make the area reasonably accessible to the public unless City approves otherwise. All excess materials and equipment not protected by approved traffic control devices must be relocated to the staging area or demobilized. Trench spoils must be hauled off the Project site daily and open excavations must be protected with steel plates. Contractor and Subcontractor personnel may not occupy or use the Project site for any purpose during non-Work hours, except as may be provided in the Contract Documents or pursuant to prior written authorization from City. (C) Unforeseen Conditions. If Contractor encounters facilities, utilities, or other unknown conditions not shown on or reasonably inferable from the Plans or apparent from inspection of the Project site, Contractor must immediately notify the City and promptly submit a Request for Information to obtain further directions from the Engineer. Contractor must avoid taking any action which could cause damage to the facilities or utilities pending further direction from the Engineer. The Engineer’s written response will be final and binding on Contractor. If the Engineer’s subsequent direction to Contractor affects Contractor’s cost or time to perform the Work, Contractor may submit a Change Order request as set forth in Article 6 above. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 86 (D) Support; Adjacent Properties. Contractor must provide, install, and maintain all shoring, bracing, and underpinning necessary to provide support to City’s property and adjacent properties and improvements thereon. Contractor must provide notifications to adjacent property owners as may be required by Laws. See also, Section 7.15, Trenching of Five Feet or More. (E) Notification of Property Damage. Contractor must immediately notify the City of damage to any real or personal property resulting from Work on the Project. Contractor must immediately provide a written report to City of any such property damage in excess of $500 (based on estimated cost to repair or replace) within 24 hours of the occurrence. The written report must include: (1) the location and nature of the damage, and the owner of the property, if known; (2) the name and address of each employee of Contractor or any Subcontractor involved in the damage; (3) a detailed description of the incident, including precise location, time, and names and contact information for known witnesses; and (4) a police or first responder report, if applicable. If Contractor is required to file an accident report with another government agency, Contractor will provide a copy of the report to City. 7.6 Materials and Equipment. (A) General. Unless otherwise specified, all materials and equipment required for the Work must be new, free from defects, and of the best grade for the intended purpose, and furnished in sufficient quantities to ensure the proper and expeditious performance of the Work. Contractor must employ measures to preserve the specified quality and fitness of the materials and equipment. Unless otherwise specified, all materials and equipment required for the Work are deemed to include all components required for complete installation and intended operation and must be installed in accordance with the manufacturer’s recommendations or instructions. Contractor is responsible for all shipping, handling, and storage costs associated with the materials and equipment required for the Work. Contractor is responsible for providing security and protecting the Work and all of the required materials, supplies, tools and equipment at Contractor’s sole cost until City has formally accepted the Project as set forth in Section 11.1, Final Completion. Contractor will not assign, sell, mortgage, or hypothecate any materials or equipment for the Project, or remove any materials or equipment that have been installed or delivered. (B) City-Provided. If the Work includes installation of materials or equipment to be provided by City, Contractor is solely responsible for the proper examination, handling, storage, and installation in accordance with the Contract Documents. Contractor must notify City of any defects discovered in City- provided materials or equipment, sufficiently in advance of scheduled use or All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 87 installation to afford adequate time to procure replacement materials or equipment as needed. Contractor is solely responsible for any loss of or damage to such items which occurs while the items are in Contractor’s custody and control, the cost of which may be offset from the Contract Price and deducted from any payment(s) due to Contractor. (C) Intellectual Property Rights. Contractor must, at its sole expense, obtain any authorization or license required for use of patented or copyright-protected materials, equipment, devices or processes that are incorporated into the Work. Contractor’s indemnity obligations in Article 4 apply to any claimed violation of intellectual property rights in violation of this provision. 7.7 Substitutions. (A) “Or Equal.” Any Specification designating a material, product, or thing (collectively, “item”) or service by specific brand or trade name, followed by the words “or equal,” is intended only to indicate the quality and type of item or service desired, and Contractor may request use of any equal item or service. Unless otherwise stated in the Specifications, any reference to a specific brand or trade name for an item or service that is used solely for the purpose of describing the type of item or service desired, will be deemed to be followed by the words “or equal.” A substitution will only be approved if it is a true “equal” item or service in every aspect of design, function, and quality, as determined by City, including dimensions, weight, maintenance requirements, durability, fit with other elements, and schedule impacts. (B) Request for Substitution. A post-award request for substitution of an item or service must be submitted in writing to the Engineer for approval in advance, within the applicable time period provided in the Contract Documents. If no time period is specified, the substitution request may be submitted any time within 35 days after the date of award of the Contract, or sufficiently in advance of the time needed to avoid delay of the Work, whichever is earlier. (C) Substantiation. Any available data substantiating the proposed substitute as an equal item or service must be submitted with the written request for substitution. Contractor’s failure to timely provide all necessary substantiation, including any required test results as soon as they are available, is grounds for rejection of the proposed substitution, without further review. (D) Burden of Proving Equality. Contractor has the burden of proving the equality of the proposed substitution at Contractor’s sole cost. City has sole discretion to determine whether a proposed substitution is equal, and City’s determination is final. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 88 (E) Approval or Rejection. If the proposed substitution is approved, Contractor is solely responsible for any additional costs or time associated with the substituted item or service. If the proposed substitution is rejected, Contractor must, without delay, install the item or use the service as specified by City. (F) Contractor’s Obligations. City’s approval of a proposed substitution will not relieve Contractor from any of its obligations under the Contract Documents. In the event Contractor makes an unauthorized substitution, Contractor will be solely responsible for all resulting cost impacts, including the cost of removal and replacement and the impact to other design elements. 7.8 Testing and Inspection. (A) General. All materials, equipment, and workmanship used in the Work are subject to inspection and testing by City at all times and at all locations during construction and/or fabrication, including at any Worksite, shops, and yards. All manufacturers’ application or installation instructions must be provided to the Inspector at least ten days prior to the first such application or installation. Contractor must, at all times, make the Work available for testing or inspection. Neither City’s inspection or testing of Work, nor its failure to do so, operate to waive or limit Contractor’s duty to complete the Work in accordance with the Contract Documents. (B) Scheduling and Notification. Contractor must cooperate with City in coordinating the inspections and testing. Contractor must submit samples of materials, at Contractor’s expense, and schedule all tests required by the Contract Documents in time to avoid any delay to the progress of the Work. Contractor must notify the Engineer no later than noon of the Working Day before any inspection or testing and must provide timely notice to the other necessary parties as specified in the Contract Documents. If Contractor schedules an inspection or test beyond regular Work hours, or on a Saturday, Sunday, or recognized City holiday, Contractor must notify the Engineer at least two Working Days in advance for approval. If approved, Contractor must reimburse City for the cost of the overtime inspection or testing. Such costs, including the City’s hourly costs for required personnel, may be deducted from payments otherwise due to Contractor. (C) Responsibility for Costs. City will bear the initial cost of inspection and testing to be performed by independent consultants retained by City, subject to the following exceptions: All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 89 (1) Contractor will be responsible for the costs of any subsequent inspections or tests which are required to substantiate compliance with the Contract Documents, and any associated remediation costs. (2) Contractor will be responsible for inspection costs, at City’s hourly rates, for inspection time lost because the Work is not ready or Contractor fails to appear for a scheduled inspection. (3) If any portion of the Work that is subject to inspection or testing is covered or concealed by Contractor prior to the inspection or testing, Contractor will bear the cost of making that portion of the Work available for the inspection or testing required by the Contract Documents, and any associated repair or remediation costs. (4) Contractor is responsible for properly shoring all compaction test sites deeper than five feet below grade, as required under Section 7.15 below. (5) Any Work or material that is defective or fails to comply with the requirements of the Contract Documents must be promptly repaired, removed, replaced, or corrected by Contractor, at Contractor’s sole expense, even if that Work or material was previously inspected or included in a progress payment. (D) Contractor’s Obligations. Contractor is solely responsible for any delay occasioned by remediation of defective or noncompliant Work or material. Inspection or testing of the Work does not in any way relieve Contractor of its obligations to perform the Work as specified. Any Work done without the inspection(s) or testing required by the Contract Documents will be subject to rejection by City. (E) Distant Locations. If required off-site testing or inspection must be conducted at a location more than 100 miles from the Project site, Contractor is solely responsible for the additional travel costs required for testing and/or inspection at such locations. (F) Final Inspection. The provisions of this Section 7.8 also apply to final inspection under Article 11, Completion and Warranty Provisions. 7.9 Project Site Conditions and Maintenance. Contractor must at all times, on a 24- hour basis and at its sole cost, maintain the Project site and staging and storage areas in clean, neat, and sanitary condition and in compliance with all Laws pertaining to safety, air quality, and dust control. Adequate toilets must be provided, and properly maintained and serviced for all workers on the Project All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 90 site, located in a suitably secluded area, subject to City’s prior approval. Contractor must also, on a daily basis and at its sole cost, remove and properly dispose of the debris and waste materials from the Project site. (A) Air Emissions Control. Contractor must not discharge smoke or other air contaminants into the atmosphere in violation of any Laws. Contractor must comply with all Laws, including the California Air Resources Board’s In-Use Off- Road Diesel-Fueled Fleets Regulation (13 CCR § 2449 et seq.). (B) Dust and Debris. Contractor must minimize and confine dust and debris resulting from the Work. Contractor must abate dust nuisance by cleaning, sweeping, and immediately sprinkling with water excavated areas of dirt or other materials prone to cause dust, and within one hour after the Engineer notifies Contractor that an airborne nuisance exists. The Engineer may direct that Contractor provide an approved water-spraying truck for this purpose. If water is used for dust control, Contractor will only use the minimum necessary. Contractor must take all necessary steps to keep waste water out of streets, gutters, or storm drains. See Section 7.19, Environmental Control. If City determines that the dust control is not adequate, City may have the work done by others and deduct the cost from the Contract Price. Contractor will immediately remove any excess excavated material from the Project site and any dirt deposited on public streets. (C) Clean up. Before discontinuing Work in an area, Contractor must clean the area and remove all debris and waste along with the construction equipment, tools, machinery, and surplus materials. (1) Except as otherwise specified, all excess Project materials, and the materials removed from existing improvements on the Project site with no salvage value or intended reuse by City, will be Contractor’s property. (2) Hauling trucks and other vehicles leaving the Project site must be cleaned of exterior mud or dirt before traveling on City streets. Materials and loose debris must be delivered and loaded to prevent dropping materials or debris. Contractor must immediately remove spillage from hauling on any publicly traveled way. Streets affected by Work on the Project must be kept clean by street sweeping. (D) Disposal. Contractor must dispose of all Project debris and waste materials in a safe and legal manner. Contractor may not burn or bury waste materials on the Project site. Contractor will not allow any dirt, refuse, excavated material, surplus concrete or mortar, or any associated washings, to be disposed of onto streets, into manholes or into the storm drain system. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 91 (E) Completion. At the completion of the Work, Contractor must remove from the Project site all of its equipment, tools, surplus materials, waste materials and debris, presenting a clean and neat appearance. Before demobilizing from the Project site, Contractor must ensure that all surfaces are cleaned, sealed, waxed, or finished as applicable, and that all marks, stains, paint splatters, and the like have been properly removed from the completed Work and the surrounding areas. Contractor must ensure that all parts of the construction are properly joined with the previously existing and adjacent improvements and conditions. Contractor must provide all cutting, fitting and patching needed to accomplish that requirement. Contractor must also repair or replace all existing improvements that are damaged or removed during the Work, both on and off the Project site, including curbs, sidewalks, driveways, fences, signs, landscaping, utilities, street surfaces and structures. Repairs and replacements must be at least equal to the previously existing improvements, and the condition, finish and dimensions must match the previously existing improvements. Contractor must restore to original condition all property or items that are not designated for alteration under the Contract Documents and leave each Worksite clean and ready for occupancy or use by City. (F) Non-Compliance. If Contractor fails to comply with its maintenance and cleanup obligations or any City clean up order, City may, acting in its sole discretion, elect to suspend the Work until the condition(s) is corrected with no increase in the Contract Time or Contract Price, or undertake appropriate cleanup measures without further notice and deduct the cost from any amounts due or to become due to Contractor. 7.10 Instructions and Manuals. Contractor must provide to City three copies each of all instructions and manuals required by the Contract Documents, unless otherwise specified. These must be complete as to drawings, details, parts lists, performance data, and other information that may be required for City to easily maintain and service the materials and equipment installed for this Project. (A) Submittal Requirements. All manufacturers’ application or installation instructions must be provided to City at least ten days prior to the first such application. The instructions and manuals, along with any required guarantees, must be delivered to City for review. (B) Training. Contractor or its Subcontractors must train City’s personnel in the operation and maintenance of any complex equipment or systems as a condition precedent to Final Completion, if required in the Contract Documents. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 92 7.11 As-built Drawings. Contractor and its Subcontractors must prepare and maintain at the Project site a detailed, complete and accurate as-built set of the Plans which will be used solely for the purpose of recording changes made in any portion of the original Plans in order to create accurate record drawings at the end of the Project. (A) Duty to Update. The as-built drawings must be updated as changes occur, on a daily basis if necessary. City may withhold the estimated cost for City to have the as-built drawings prepared from payments otherwise due to Contractor, until the as-built drawings are brought up to date to the satisfaction of City. Actual locations to scale must be identified on the as-built drawings for all runs of mechanical and electrical work, including all site utilities installed underground, in walls, floors, or otherwise concealed. Deviations from the original Plans must be shown in detail. The exact location of all main runs, whether piping, conduit, ductwork or drain lines, must be shown by dimension and elevation. The location of all buried pipelines, appurtenances, or other improvements must be represented by coordinates and by the horizontal distance from visible above-ground improvements. (B) Final Completion. Contractor must verify that all changes in the Work are depicted in the as-built drawings and must deliver the complete set of as-built drawings to the Engineer for review and acceptance as a condition precedent to Final Completion and Final Payment. 7.12 Existing Utilities. (A) General. The Work may be performed in developed, urban areas with existing utilities, both above and below ground, including utilities identified in the Contract Documents or in other informational documents or records. Contractor must take due care to locate identified or reasonably identifiable utilities before proceeding with trenching, excavation, or any other activity that could damage or disrupt existing utilities. This may include excavation with small equipment, potholing, or hand excavation, and, if practical, using white paint or other suitable markings to delineate the area to be excavated. Except as otherwise provided herein, Contractor will be responsible for costs resulting from damage to identified or reasonably identifiable utilities due to Contractor’s negligence or failure to comply with the Contract Documents, including the requirements in this Article 7. (B) Unidentified Utilities. Pursuant to Government Code § 4215, if, during the performance of the Work, Contractor discovers utility facilities not identified by City in the Contract Documents, Contractor must immediately provide written notice to City and the utility. City assumes responsibility for the timely All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 93 removal, relocation, or protection of existing main or trunkline utility facilities located on the Project site if those utilities are not identified in the Contract Documents. Contractor will be compensated in accordance with the provisions of the Contract Documents for the costs of locating, repairing damage not due to Contractor’s failure to exercise reasonable care, and removing or relocating utility facilities not indicated in the Plans or Specifications with reasonable accuracy, and for equipment on the Project necessarily idled during such work. Contractor will not be assessed liquidated damages for delay in completion of the Work, to the extent the delay was caused by City’s failure to provide for removal or relocation of the utility facilities. 7.13 Notice of Excavation. Contractor must comply with all applicable requirements in Government Code § 4216 et seq., which are incorporated by reference herein.. 7.14 Trenching and Excavations of Four Feet or More. As required by Public Contract Code § 7104, if the Work includes digging trenches or other excavations that extend deeper than four feet below the surface, the provisions in this Section apply to the Work and the Project. (A) Duty to Notify. Contractor must promptly, and before the following conditions are disturbed, provide written notice to City if Contractor finds any of the following conditions: (1) Material that Contractor believes may be a hazardous waste, as defined in § 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing Laws; (2) Subsurface or latent physical conditions at the Project site differing from those indicated by information about the Project site made available to bidders prior to the deadline for submitting bids; or (3) Unknown physical conditions at the Project site of any unusual nature, materially different from those ordinarily encountered and generally recognized as inherent in work of the character required by the Contract Documents. (B) City Investigation. City will promptly investigate the conditions and if City finds that the conditions materially differ from those indicated, apparent, or reasonably inferred from information about the Project site made available to bidders, or involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of the Work, City will issue a Change Order. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 94 (C) Disputes. In the event that a dispute arises between City and Contractor regarding any of the conditions specified in subsection (B) above, or the terms of a Change Order issued by City, Contractor will not be excused from completing the Work within the Contract Time, but must proceed with all Work to be performed under the Contract. Contractor will retain any and all rights provided either by the Contract or by Laws which pertain to the resolution of disputes between Contractor and City. 7.15 Trenching of Five Feet or More. As required by Labor Code § 6705, if the Contract Price exceeds $25,000 and the Work includes the excavation of any trench or trenches of five feet or more in depth, a detailed plan must be submitted to City for acceptance in advance of the excavation. The detailed plan must show the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. If the plan varies from the shoring system standards, it must be prepared by a California registered civil or structural engineer. Use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders is prohibited. 7.16 New Utility Connections. Except as otherwise specified, City will pay connection charges and meter costs for new permanent utilities required by the Contract Documents, if any. Contractor must notify City sufficiently in advance of the time needed to request service from each utility provider so that connections and services are initiated in accordance with the Project schedule. 7.17 Lines and Grades. Contractor is required to use any benchmark provided by the Engineer. Unless otherwise specified in the Contract Documents, Contractor must provide all lines and grades required to execute the Work. Contractor must also provide, preserve, and replace if necessary, all construction stakes required for the Project. All stakes or marks must be set by a California licensed surveyor or a California registered civil engineer. Contractor must notify the Engineer of any discrepancies found between Contractor’s staking and grading and information provided by the Contract Documents. Upon completion, all Work must conform to the lines, elevations, and grades shown in the Plans, including any changes directed by a Change Order. 7.18 Historic or Archeological Items. (A) Contractor’s Obligations. Contractor must ensure that all persons performing Work at the Project site are required to immediately notify the Project Manager, upon discovery of any potential historic or archeological items, including historic or prehistoric ruins, a burial ground, archaeological or All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 95 vertebrate paleontological site, including fossilized footprints or other archeological, paleontological or historical feature on the Project site (collectively, “Historic or Archeological Items”). (B) Discovery; Cessation of Work. Upon discovery of any potential Historic or Archeological Items, Work must be stopped within an 85-foot radius of the find and may not resume until authorized in writing by City. If required by City, Contractor must assist in protecting or recovering the Historic or Archeological Items, with any such assistance to be compensated as Extra Work on a time and materials basis under Article 6, Contract Modification. At City’s discretion, a suspension of Work required due to discovery of Historic or Archeological Items may be treated as Excusable Delay pursuant to Article 5, or as a suspension for convenience under Article 13. 7.19 Environmental Control. Contractor must not pollute any drainage course or its tributary inlets with fuels, oils, bitumens, acids, insecticides, herbicides or other harmful materials. Contractor must prevent the release of any hazardous material or hazardous waste into the soil or groundwater, and prevent the unlawful discharge of pollutants into City’s storm drain system and watercourses as required below. Contractor and its Subcontractors must at all times in the performance of the Work comply with all Laws concerning pollution of waterways. (A) Stormwater Permit. Contractor must comply with all applicable conditions of the State Water Resources Control Board National Pollutant Discharge Elimination System General Permit for Waste Discharge Requirements for Discharges of Stormwater Runoff Associated with Construction Activity (“Stormwater Permit”). (B) Contractor’s Obligations. If required for the Work, a copy of the Stormwater Permit is on file in City’s principal administrative offices, and Contractor must comply with it without adjustment of the Contract Price or the Contract Time. Contractor must timely and completely submit required reports and monitoring information required by the conditions of the Stormwater Permit. Contractor also must comply with all other Laws governing discharge of stormwater, including applicable municipal stormwater management programs. 7.20 Noise Control. Contractor must comply with all applicable noise control Laws. Noise control requirements apply to all equipment used for the Work or related to the Work, including trucks, transit mixers or transient equipment that may or may not be owned by Contractor. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 96 7.21 Mined Materials. Pursuant to the Surface Mining and Reclamation Act of 1975, Public Resources Code § 2710 et seq., any purchase of mined materials, such as construction aggregate, sand, gravel, crushed stone, road base, fill materials, and any other mineral materials must originate from a surface mining operation included on the AB 3098 List, which may be accessed online at: https://www.conservation.ca.gov/smgb/Pages/AB-3098-List.aspx. Article 8 - Payment 8.1 Schedule of Values. Prior to submitting its first application for payment, Contractor must prepare and submit to the Project Manager a schedule of values apportioned to the various divisions and phases of the Work, including mobilization and demobilization. If a Bid Schedule was submitted with Contractor’s bid, the amounts in the schedule of values must be consistent with the Bid Schedule. Each line item contained in the schedule of values must be assigned a value such that the total of all items equals the Contract Price. The items must be sufficiently detailed to enable accurate evaluation of the percentage of completion claimed in each application for payment, and the assigned value consistent with any itemized or unit pricing submitted with Contractor’s bid. (A) Measurements for Unit Price Work. Materials and items of Work to be paid for on the basis of unit pricing will be measured according to the methods specified in the Contract Documents. (B) Deleted or Reduced Work. Contractor will not be compensated for Work that City has deleted or reduced in scope, except for any labor, material or equipment costs for such Work that Contractor reasonably incurred before Contractor learned that the Work could be deleted or reduced. Contractor will only be compensated for those actual, direct and documented costs incurred, and will not be entitled to any mark up for overhead or lost profits. 8.2 Progress Payments. Following the last day of each month, or as otherwise required by the Special Conditions or Specifications, Contractor will submit to the Project Manager a monthly application for payment for Work performed during the preceding month based on the estimated value of the Work performed during that preceding month. (A) Application for Payment. Each application for payment must be itemized to include labor, materials, and equipment incorporated into the Work, and materials and equipment delivered to the Project site, as well as authorized and approved Change Orders. Each payment application must be supported by the All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 97 unit prices submitted with Contractor’s Bid Schedule and/or schedule of values and any other substantiating data required by the Contract Documents. (B) Payment of Undisputed Amounts. City will pay the undisputed amount due within 30 days after Contractor has submitted a complete and accurate payment application, subject to Public Contract Code § 20104.50. City will deduct a percentage from each progress payment as retention, as set forth in Section 8.5, below, and may deduct or withhold additional amounts as set forth in Section 8.3, below. 8.3 Adjustment of Payment Application. City may adjust or reject the amount requested in a payment application, including application for Final Payment, in whole or in part, if the amount requested is disputed or unsubstantiated. Contractor will be notified in writing of the basis for the modification to the amount requested. City may also deduct or withhold from payment otherwise due based upon any of the circumstances and amounts listed below. Sums withheld from payment otherwise due will be released when the basis for that withholding has been remedied and no longer exists. (A) For Contractor’s unexcused failure to perform the Work as required by the Contract Documents, including correction or completion of punch list items, City may withhold or deduct an amount based on the City’s estimated cost to correct or complete the Work. (B) For loss or damage caused by Contractor or its Subcontractors arising out of or relating to performance of the Work or any failure to protect the Project site, City may deduct an amount based on the estimated cost to repair or replace. (C) For Contractor’s failure to pay its Subcontractors and suppliers when payment is due, City may withhold an amount equal to the total of past due payments and may opt to pay that amount separately via joint check pursuant to Section 8.6(B), Joint Checks. (D) For Contractor’s failure to timely correct rejected, nonconforming, or defective Work, City may withhold or deduct an amount based on the City’s estimated cost to correct or complete the Work. (E) For any unreleased stop notice, City may withhold 125% of the amount claimed. (F) For Contractor’s failure to submit any required schedule or schedule update in the manner specified or within the time specified in the Contract Documents, City may withhold an amount equal to five percent of the total All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 98 amount requested until Contractor complies with its schedule submittal obligations. (G) For Contractor’s failure to maintain or submit as-built documents in the manner specified or within the time specified in the Contract Documents, City may withhold or deduct an amount based on the City’s cost to prepare the as- builts. (H) For Work performed without Shop Drawings that have been accepted by City, when accepted Shop Drawings are required before proceeding with the Work, City may deduct an amount based on the estimated cost to correct unsatisfactory Work or diminution in value. (I) For fines, payments, or penalties assessed under the Labor Code, City may deduct from payments due to Contractor as required by Laws and as directed by the Division of Labor Standards Enforcement. (J) For any other costs or charges that may be withheld or deducted from payments to Contractor, as provided in the Contract Documents, including liquidated damages, City may withhold or deduct such amounts from payment otherwise due to Contractor. 8.4 Early Occupancy. Neither City’s payment of progress payments nor its partial or full use or occupancy of the Project constitutes acceptance of any part of the Work. 8.5 Retention. City will retain five percent of the full amount due on each progress payment (i.e., the amount due before any withholding or deductions pursuant to Section 8.3, Adjustment of Payment Application), or the percentage stated in the Notice Inviting Bids, whichever is greater, as retention to ensure full and satisfactory performance of the Work. Contractor is not entitled to any reduction in the rate of withholding at any time, nor to release of any retention before 35 days following City’s acceptance of the Project. (A) Substitution of Securities. As provided by Public Contract Code § 22300, Contractor may request in writing that it be allowed, at its sole expense, to substitute securities for the retention withheld by City. Any escrow agreement entered into pursuant to this provision must fully comply with Public Contract Code § 22300 and will be subject to approval as to form by City’s legal counsel. If City exercises its right to draw upon such securities in the event of default pursuant to section (7) of the statutory Escrow Agreement for Security Deposits in Lieu of Retention, pursuant to subdivision (g) of Public Contract Code § 22300 (“Escrow Agreement”), and if Contractor disputes that it is in default, its sole All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 99 remedy is to comply with the dispute resolution procedures in Article 12 and the provisions therein. It is agreed that for purposes of this paragraph, an event of default includes City’s rights pursuant to these Contract Documents to withhold or deduct sums from retention, including withholding or deduction for liquidated damages, incomplete or defective Work, stop payment notices, or back-charges. It is further agreed that if any individual authorized to give or receive written notice on behalf of a party pursuant to section (10) of the Escrow Agreement are unavailable to give or receive notice on behalf of that party due to separation from employment, retirement, death, or other circumstances, the successor or delegee of the named individual is deemed to be the individual authorized to give or receive notice pursuant to section (10) of the Escrow Agreement. (B) Release of Undisputed Retention. All undisputed retention, less any amounts that may be assessed as liquidated damages, retained for stop notices, or otherwise withheld pursuant to Section 8.3, Adjustment of Payment Application, will be released as Final Payment to Contractor no sooner than 35 days following recordation of the notice of completion, and no later than 60 days following acceptance of the Project by City’s governing body or authorized designee pursuant to Section 11.1(C), Acceptance, or, if the Project has not been accepted, no later than 60 days after the Project is otherwise considered complete pursuant to Public Contract Code § 7107(c). 8.6 Payment to Subcontractors and Suppliers. Each month, Contractor must promptly pay each Subcontractor and supplier the value of the portion of labor, materials, and equipment incorporated into the Work or delivered to the Project site by the Subcontractor or supplier during the preceding month. Such payments must be made in accordance with the requirements of Laws pertaining to such payments, and those of the Contract Documents and applicable subcontract or supplier contract. (A) Withholding for Stop Notice. Pursuant to Civil Code § 9358, City will withhold 125% of the amount claimed by an unreleased stop notice, a portion of which may be retained by City for the costs incurred in handling the stop notice claim, including attorneys’ fees and costs, as authorized by law. (B) Joint Checks. City reserves the right, acting in its sole discretion, to issue joint checks made payable to Contractor and a Subcontractor or supplier, if City determines this is necessary to ensure fair and timely payment for a Subcontractor or supplier who has provided services or goods for the Project. As a condition to release of payment by a joint check, the joint check payees may be required to execute a joint check agreement in a form provided or approved by the City Attorney’s Office. The joint check payees will be jointly and severally All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 100 responsible for the allocation and disbursement of funds paid by joint check. Payment by joint check will not be construed to create a contractual relationship between City and a Subcontractor or supplier of any tier beyond the scope of the joint check agreement. 8.7 Final Payment. Contractor’s application for Final Payment must comply with the requirements for submitting an application for a progress payment as stated in Section 8.2, above. Corrections to previous progress payments, including adjustments to estimated quantities for unit priced items, may be included in the Final Payment. If Contractor fails to submit a timely application for Final Payment, City reserves the right to unilaterally process and issue Final Payment without an application from Contractor in order to close out the Project. For the purposes of determining the deadline for Claim submission pursuant to Article 12, the date of Final Payment is deemed to be the date that City acts to release undisputed retention as final payment to Contractor, or otherwise provides written notice to Contractor of Final Payment or that no undisputed funds remain available for Final Payment due to offsetting withholdings or deductions pursuant to Section 8.3, Adjustment of Payment Application. If the amount due from Contractor to City exceeds the amount of Final Payment, City retains the right to recover the balance from Contractor or its sureties. 8.8 Release of Claims. City may, at any time, require that payment of the undisputed portion of any progress payment or Final Payment be contingent upon Contractor furnishing City with a written waiver and release of all claims against City arising from or related to the portion of Work covered by those undisputed amounts subject to the limitations of Public Contract Code § 7100. Any disputed amounts may be specifically excluded from the release. 8.9 Warranty of Title. Contractor warrants that title to all work, materials, or equipment incorporated into the Work and included in a request for payment will pass over to City free of any claims, liens, or encumbrances upon payment to Contractor. Article 9 - Labor Provisions 9.1 Discrimination Prohibited. Discrimination against any prospective or present employee engaged in the Work on grounds of race, color, ancestry, national origin, ethnicity, religion, sex, sexual orientation, age, disability, or marital status is strictly prohibited. Contractor and its Subcontractors are required to comply with all applicable Laws prohibiting discrimination, including the California Fair All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 101 Employment and Housing Act (Govt. Code § 12900 et seq.), Government Code § 11135, and Labor Code §§ 1735, 1777.5, 1777.6, and 3077.5. 9.2 Labor Code Requirements. (A) Eight Hour Day. Pursuant to Labor Code § 1810, eight hours of labor constitute a legal day’s work under this Contract. (B) Penalty. Pursuant to Labor Code § 1813, Contractor will forfeit to City as a penalty, the sum of $25.00 for each day during which a worker employed by Contractor or any Subcontractor is required or permitted to work more than eight hours in any one calendar day or more than 40 hours per calendar week, except if such workers are paid overtime under Labor Code § 1815. (C) Apprentices. Contractor is responsible for compliance with the requirements governing employment and payment of apprentices, as set forth in Labor Code § 1777.5, which is fully incorporated by reference. (D) Notices. Pursuant to Labor Code § 1771.4, Contractor is required to post all job site notices prescribed by Laws. 9.3 Prevailing Wages. Each worker performing Work under this Contract that is covered under Labor Code §§ 1720, 1720.3, or 1720.9, including cleanup at the Project site, must be paid at a rate not less than the prevailing wage as defined in §§ 1771 and 1774 of the Labor Code. The prevailing wage rates are on file with the City and available online at http://www.dir.ca.gov/dlsr. Contractor must post a copy of the applicable prevailing rates at the Project site. (A) Penalties. Pursuant to Labor Code § 1775, Contractor and any Subcontractor will forfeit to City as a penalty up to $200.00 for each calendar day, or portion thereof, for each worker paid less than the applicable prevailing wage rate. Contractor must also pay each worker the difference between the applicable prevailing wage rate and the amount actually paid to that worker. (B) Federal Requirements. If this Project is subject to federal prevailing wage requirements in addition to California prevailing wage requirements, Contractor and its Subcontractors are required to pay the higher of the currently applicable state or federal prevailing wage rates. 9.4 Payroll Records. Contractor must comply with the provisions of Labor Code §§ 1771.4, 1776, and 1812 and all implementing regulations, which are fully incorporated by this reference, including requirements for monthly electronic submission of payroll records to the DIR. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 102 (A) Contractor and Subcontractor Obligations. Contractor and each Subcontractor must keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in connection with the Work. Each payroll record must contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct; and (2) Contractor or the Subcontractor has complied with the requirements of Labor Code §§ 1771, 1811, and 1815 for any Work performed by its employees on the Project. (B) Certified Record. A certified copy of an employee’s payroll record must be made available for inspection or furnished to the employee or his or her authorized representative on request, to City, to the Division of Labor Standards Enforcement, to the Division of Apprenticeship Standards of the DIR, and as further required by the Labor Code. (C) Enforcement. Upon notice of noncompliance with Labor Code § 1776, Contractor or Subcontractor has ten days in which to comply with the requirements of this section. If Contractor or Subcontractor fails to do so within the ten-day period, Contractor or Subcontractor will forfeit a penalty of $100.00 per day, or portion thereof, for each worker for whom compliance is required, until strict compliance is achieved. Upon request by the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement, these penalties will be withheld from payments then due to Contractor. 9.5 Labor Compliance. Pursuant to Labor Code § 1771.4, the Contract for this Project is subject to compliance monitoring and enforcement by the DIR. Article 10 - Safety Provisions 10.1 Safety Precautions and Programs. Contractor and its Subcontractors are fully responsible for safety precautions and programs, and for the safety of persons and property in the performance of the Work. Contractor and its Subcontractors must at all times comply with all applicable health and safety Laws and seek to avoid injury, loss, or damage to persons or property by taking reasonable steps All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 103 to protect its employees and other persons at any Worksite, materials and equipment stored on or off site, and property at or adjacent to any Worksite. (A) Reporting Requirements. Contractor must immediately notify the City of any death, serious injury or illness resulting from Work on the Project. Contractor must immediately provide a written report to City of each recordable accident or injury occurring at any Worksite within 24 hours of the occurrence. The written report must include: (1) the name and address of the injured or deceased person; (2) the name and address of each employee of Contractor or of any Subcontractor involved in the incident; (3) a detailed description of the incident, including precise location, time, and names and contact information for known witnesses; and (4) a police or first responder report, if applicable. If Contractor is required to file an accident report with a government agency, Contractor will provide a copy of the report to City. (B) Legal Compliance. Contractor’s safety program must comply with the applicable legal and regulatory requirements. Contractor must provide City with copies of all notices required by Laws. (C) Contractor’s Obligations. Any damage or loss caused by Contractor arising from the Work which is not insured under property insurance must be promptly remedied by Contractor. (D) Remedies. If City determines, in its sole discretion, that any part of the Work or Project site is unsafe, City may, without assuming responsibility for Contractor’s safety program, require Contractor or its Subcontractor to cease performance of the Work or to take corrective measures to City’s satisfaction. If Contractor fails to promptly take the required corrective measures, City may perform them and deduct the cost from the Contract Price. Contractor agrees it is not entitled to submit a Claim for damages, for an increase in Contract Price, or for a change in Contract Time based on Contractor’s compliance with City’s request for corrective measures pursuant to this provision. 10.2 Hazardous Materials. Unless otherwise specified in the Contract Documents, this Contract does not include the removal, handling, or disturbance of any asbestos or other Hazardous Materials. If Contractor encounters materials on the Project site that Contractor reasonably believes to be asbestos or other Hazardous Materials, and the asbestos or other Hazardous Materials have not been rendered harmless, Contractor may continue Work in unaffected areas reasonably believed to be safe, but must immediately cease work on the area affected and report the condition to City. No asbestos, asbestos-containing products or other Hazardous Materials may be used in performance of the Work. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 104 10.3 Material Safety. Contractor is solely responsible for complying with § 5194 of Title 8 of the California Code of Regulations, including by providing information to Contractor’s employees about any hazardous chemicals to which they may be exposed in the course of the Work. A hazard communication program and other forms of warning and training about such exposure must be used. Contractor must also maintain Safety Data Sheets (“SDS”) at the Project site, as required by Laws, for materials or substances used or consumed in the performance of the Work. The SDS will be accessible and available to Contractor’s employees, Subcontractors, and City. (A) Contractor Obligations. Contractor is solely responsible for the proper delivery, handling, use, storage, removal, and disposal of all materials brought to the Project site and/or used in the performance of the Work. Contractor must notify the Engineer if a specified product or material cannot be used safely. (B) Labeling. Contractor must ensure proper labeling on any material brought onto the Project site so that any persons working with or in the vicinity of the material may be informed as to the identity of the material, any potential hazards, and requirements for proper handling, protections, and disposal. 10.4 Hazardous Condition. Contractor is solely responsible for determining whether a hazardous condition exists or is created during the course of the Work, involving a risk of bodily harm to any person or risk of damage to any property. If a hazardous condition exists or is created, Contractor must take all precautions necessary to address the condition and ensure that the Work progresses safely under the circumstances. Hazardous conditions may result from, but are not limited to, use of specified materials or equipment, the Work location, the Project site condition, the method of construction, or the way any Work must be performed. 10.5 Emergencies. In an emergency affecting the safety or protection of persons, Work, or property at or adjacent to any Worksite, Contractor must take reasonable and prompt actions to prevent damage, injury, or loss, without prior authorization from the City if, under the circumstances, there is inadequate time to seek prior authorization from the City. Article 11 - Completion and Warranty Provisions 11.1 Final Completion. (A) Final Inspection and Punch List. When the Work required by this Contract is fully performed, Contractor must provide written notification to City All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 105 requesting final inspection. The Engineer will schedule the date and time for final inspection, which must include Contractor’s primary representative for this Project and its superintendent. Based on that inspection, City will prepare a punch list of any items that are incomplete, missing, defective, incorrectly installed, or otherwise not compliant with the Contract Documents. The punch list to Contractor will specify the time by which all of the punch list items must be completed or corrected. The punch list may include City’s estimated cost to complete each punch list item if Contractor fails to do so within the specified time. The omission of any non-compliant item from a punch list will not relieve Contractor from fulfilling all requirements of the Contract Documents. Contractor’s failure to complete any punch list item within the time specified in the punch list will not waive or abridge its warranty obligations for any such items that must be completed by the City or by a third party retained by the City due to Contractor’s failure to timely complete any such outstanding item. (B) Requirements for Final Completion. Final Completion will be achieved upon completion or correction of all punch list items, as verified by City’s further inspection, and upon satisfaction of all other Contract requirements, including any commissioning required under the Contract Documents and submission of all final submittals, including instructions and manuals as required under Section 7.10, and complete, final as-built drawings as required under Section 7.11, all to City’s satisfaction. (C) Acceptance. The Project will be considered accepted upon City Council action during a public meeting to accept the Project, unless the Engineer is authorized to accept the Project, in which case the Project will be considered accepted upon the date of the Engineer’s issuance of a written notice of acceptance. In order to avoid delay of Project close out, the City may elect, acting in its sole discretion, to accept the Project as complete subject to exceptions for punch list items that are not completed within the time specified in the punch list. (D) Final Payment and Release of Retention. Final Payment and release of retention, less any sums withheld pursuant to the provisions of the Contract Documents, will not be made sooner than 35 days after recordation of the notice of completion. If Contractor fails to complete all of the punch list items within the specified time, City may withhold up to 150% of City’s estimated cost to complete each of the remaining items from Final Payment and may use the withheld retention to pay for the costs to self-perform the outstanding items or to retain a third party to complete any such outstanding punch list item. 11.2 Warranty. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 106 (A) General. Contractor warrants that all materials and equipment will be new unless otherwise specified, of good quality, in conformance with the Contract Documents, and free from defective workmanship and materials. Contractor further warrants that the Work will be free from material defects not intrinsic in the design or materials required in the Contract Documents. Contractor warrants that materials or items incorporated into the Work comply with the requirements and standards in the Contract Documents, including compliance with Laws, and that any Hazardous Materials encountered or used were handled as required by Laws. At City’s request, Contractor must furnish satisfactory evidence of the quality and type of materials and equipment furnished. Contractor’s warranty does not extend to damage caused by normal wear and tear, or improper use or maintenance. (B) Warranty Period. Contractor’s warranty must guarantee its Work for a period of one year from the date of Project acceptance (the “Warranty Period”), except when a longer guarantee is provided by a supplier or manufacturer or is required by the Specifications or Special Conditions. Contractor must obtain from its Subcontractors, suppliers and manufacturers any special or extended warranties required by the Contract Documents. (C) Warranty Documents. As a condition precedent to Final Completion, Contractor must supply City with all warranty and guarantee documents relevant to equipment and materials incorporated into the Work and guaranteed by their suppliers or manufacturers. (D) Subcontractors. The warranty obligations in the Contract Documents apply to Work performed by Contractor and its Subcontractors, and Contractor agrees to be co-guarantor of such Work. (E) Contractor’s Obligations. Upon written notice from City to Contractor of any defect in the Work discovered during the Warranty Period, Contractor or its responsible Subcontractor must promptly correct the defective Work at its own cost. Contractor’s obligation to correct defects discovered during the Warranty Period will continue past the expiration of the Warranty Period as to any defects in Work for which Contractor was notified prior to expiration of the Warranty Period. Work performed during the Warranty Period (“Warranty Work”) will be subject to the warranty provisions in this Section 11.2 for a one-year period that begins upon completion of such Warranty Work to City’s satisfaction. (F) City’s Remedies. If Contractor or its responsible Subcontractor fails to correct defective Work within ten days following notice by City, or sooner if required by the circumstances, City may correct the defects to conform with the All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 107 Contract Documents at Contractor’s sole expense. Contractor must reimburse City for its costs in accordance with subsection (H), below. (G) Emergency Repairs. In cases of emergency where any delay in correcting defective Work could cause harm, loss or damage, City may immediately correct the defects to conform with the Contract Documents at Contractor’s sole expense. Contractor or its surety must reimburse City for its costs in accordance with subsection (H), below. (H) Reimbursement. Contractor must reimburse City for its costs to repair under subsections (F) or (G), above, within 30 days following City’s submission of a demand for payment pursuant to this provision. If City is required to initiate legal action to compel Contractor’s compliance with this provision, and City is the prevailing party in such action, Contractor and its surety are solely responsible for all of City’s attorney’s fees and legal costs expended to enforce Contractor’s warranty obligations herein, in addition to any and all costs City incurs to correct the defective Work. 11.3 Use Prior to Final Completion. City reserves the right to occupy or make use of the Project, or any portions of the Project, prior to Final Completion if City has determined that the Project or portion of it is in a condition suitable for the proposed occupation or use, and that it is in its best interest to occupy or make use of the Project, or any portions of it, prior to Final Completion. (A) Non-Waiver. Occupation or use of the Project, in whole or in part, prior to Final Completion will not operate as acceptance of the Work or any portion of it, nor will it operate as a waiver of any of City’s rights or Contractor’s duties pursuant to these Contract Documents, and will not affect nor bear on the determination of the time of substantial completion with respect to any statute of repose pertaining to the time for filing an action for construction defect. (B) City’s Responsibility. City will be responsible for the cost of maintenance and repairs due to normal wear and tear with respect to those portions of the Project that are being occupied or used before Final Completion. The Contract Price or the Contract Time may be adjusted pursuant to the applicable provisions of these Contract Documents if, and only to the extent that, any occupation or use under this Section actually adds to Contractor’s cost or time to complete the Work within the Contract Time. 11.4 Substantial Completion. For purposes of determining “substantial completion” with respect to any statute of repose pertaining to the time for filing an action for construction defect, “substantial completion” is deemed to mean the last date All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 108 that Contractor or any Subcontractor performs Work on the Project prior to City acceptance of the Project, except for warranty work performed under this Article. Article 12 - Dispute Resolution 12.1 Claims. This Article applies to and provides the exclusive procedures for any Claim arising from or related to the Contract or performance of the Work. (A) Definition. “Claim” means a separate demand by Contractor, submitted in writing by registered or certified mail with return receipt requested, for a change in the Contract Time, including a time extension or relief from liquidated damages, or a change in the Contract Price, when the demand has previously been submitted to City in accordance with the requirements of the Contract Documents, and which has been rejected or disputed by City, in whole or in part. A Claim may also include that portion of a unilateral Change Order that is disputed by the Contractor. (B) Limitations. A Claim may only include the portion of a previously rejected demand that remains in dispute between Contractor and City. With the exception of any dispute regarding the amount of money actually paid to Contractor as Final Payment, Contractor is not entitled to submit a Claim demanding a change in the Contract Time or the Contract Price, which has not previously been submitted to City in full compliance with Article 5 and Article 6, and subsequently rejected in whole or in part by City. (C) Scope of Article. This Article is intended to provide the exclusive procedures for submission and resolution of Claims of any amount and applies in addition to the provisions of Public Contract Code § 9204 and § 20104 et seq., which are incorporated by reference herein. (D) No Work Delay. Notwithstanding the submission of a Claim or any other dispute between the parties related to the Project or the Contract Documents, Contractor must perform the Work and may not delay or cease Work pending resolution of a Claim or other dispute, but must continue to diligently prosecute the performance and timely completion of the Work, including the Work pertaining to the Claim or other dispute. (E) Informal Resolution. Contractor will make a good faith effort to informally resolve a dispute before initiating a Claim, preferably by face-to-face meeting between authorized representatives of Contractor and City. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 109 12.2 Claims Submission. The following requirements apply to any Claim subject to this Article: (A) Substantiation. The Claim must be submitted to City in writing, clearly identified as a “Claim” submitted pursuant to this Article 12 and must include all of the documents necessary to substantiate the Claim including the Change Order request that was rejected in whole or in part, and a copy of City’s written rejection that is in dispute. The Claim must clearly identify and describe the dispute, including relevant references to applicable portions of the Contract Documents, and a chronology of relevant events. Any Claim for additional payment must include a complete, itemized breakdown of all known or estimated labor, materials, taxes, insurance, and subcontract, or other costs. Substantiating documentation such as payroll records, receipts, invoices, or the like, must be submitted in support of each component of claimed cost. Any Claim for an extension of time or delay costs must be substantiated with a schedule analysis and narrative depicting and explaining claimed time impacts. (B) Claim Format and Content. A Claim must be submitted in the following format: (1) Provide a cover letter, specifically identifying the submission as a “Claim” submitted under this Article 12 and specifying the requested remedy (e.g., amount of proposed change to Contract Price and/or change to Contract Time). (2) Provide a summary of each Claim, including underlying facts and the basis for entitlement, and identify each specific demand at issue, including the specific Change Order request (by number and submittal date), and the date of City's rejection of that demand, in whole or in part. (3) Provide a detailed explanation of each issue in dispute. For multiple issues included within a single Claim or for multiple Claims submitted concurrently, separately number and identify each individual issue or Claim, and include the following for each separate issue or Claim: a. A succinct statement of the matter in dispute, including Contractor’s position and the basis for that position; b. Identify and attach all documents that substantiate the Claim, including relevant provisions of the Contract Documents, RFIs, calculations, and schedule analysis (see subsection (A), Substantiation, above); All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 110 c. A chronology of relevant events; and d. Analysis and basis for claimed changes to Contract Price, Contract Time, or any other remedy requested. (4) Provide a summary of issues and corresponding claimed damages. If, by the time of the Claim submission deadline (below), the precise amount of the requested change in the Contract Price or Contract Time is not yet known, Contractor must provide a good faith estimate, including the basis for that estimate, and must identify the date by which it is anticipated that the Claim will be updated to provide final amounts. (5) Include the following certification, executed by Contractor’s authorized representative: “The undersigned Contractor certifies under penalty of perjury that its statements and representations in this Claim submittal are true and correct. Contractor warrants that this Claim submittal is comprehensive and complete as to the matters in dispute, and agrees that any costs, expenses, or delay not included herein are deemed waived.” (C) Submission Deadlines. (1) A Claim disputing rejection of a request for a change in the Contract Time or Contract Price must be submitted within 15 days following the date that City notified Contractor in writing that a request for a change in the Contract Time or Contract Price, duly submitted in compliance with Article 5 and Article 6, has been rejected in whole or in part. A Claim disputing the terms of a unilateral Change Order must be submitted within 15 days following the date of issuance of the unilateral Change Order. These Claim deadlines apply even if Contractor cannot yet quantify the total amount of any requested change in the Contract Time or Contract Price. If the Contractor cannot quantify those amounts, it must submit an estimate of the amounts claimed pending final determination of the requested remedy by Contractor. (2) With the exception of any dispute regarding the amount of Final Payment, any Claim must be filed on or before the date of Final Payment or will be deemed waived. (3) A Claim disputing the amount of Final Payment must be submitted within 15 days of the effective date of Final Payment, under Section 8.7, Final Payment. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 111 (4) Strict compliance with these Claim submission deadlines is necessary to ensure that any dispute may be mitigated as soon as possible, and to facilitate cost-efficient administration of the Project. Any Claim that is not submitted within the specified deadlines will be deemed waived by Contractor. 12.3 City’s Response. City will respond within 45 days of receipt of the Claim with a written statement identifying which portion(s) of the Claim are disputed, unless the 45-day period is extended by mutual agreement of City and Contractor or as otherwise allowed under Public Contract Code § 9204. However, if City determines that the Claim is not adequately substantiated pursuant to Section 12.2(A), Substantiation, City may first request in writing, within 30 days of receipt of the Claim, any additional documentation supporting the Claim or relating to defenses to the Claim that City may have against the Claim. (A) Additional Information. If additional information is thereafter required, it may be requested and provided upon mutual agreement of City and Contractor. If Contractor’s Claim is based on estimated amounts, Contractor has a continuing duty to update its Claim as soon as possible with information on actual amounts in order to facilitate prompt and fair resolution of the Claim. (B) Non-Waiver. Any failure by City to respond within the times specified above will not be construed as acceptance of the Claim, in whole or in part, or as a waiver of any provision of these Contract Documents. 12.4 Meet and Confer. If Contractor disputes City’s written response, or City fails to respond within the specified time, within 15 days of receipt of City’s response or within 15 days of City’s failure to respond within the applicable 45-day time period under Section 12.3, respectively, Contractor may notify City of the dispute in writing sent by registered or certified mail, return receipt requested, and demand an informal conference to meet and confer for settlement of the issues in dispute. If Contractor fails to notify City of the dispute and demand an informal conference to meet and confer in writing within the specified time, Contractor’s Claim will be deemed waived. (A) Schedule Meet and Confer. Upon receipt of the demand to meet and confer, City will schedule the meet and confer conference to be held within 30 days, or later if needed to ensure the mutual availability of each of the individuals that each party requires to represent its interests at the meet and confer conference. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 112 (B) Location for Meet and Confer. The meet and confer conference will be scheduled at a location at or near City’s principal office. (C) Written Statement After Meet and Confer. Within ten working days after the meet and confer has concluded, City will issue a written statement identifying which portion(s) of the Claim remain in dispute, if any. (D) Submission to Mediation. If the Claim or any portion remains in dispute following the meet and confer conference, within ten working days after the City issues the written statement identifying any portion(s) of the Claim remaining in dispute, the Contractor may identify in writing disputed portion(s) of the Claim, which will be submitted for mediation, as set forth below. 12.5 Mediation and Government Code Claims. (A) Mediation. Within ten working days after the City issues the written statement identifying any portion(s) of the Claim remaining in dispute following the meet and confer, City and Contractor will mutually agree to a mediator, as provided under Public Contract Code § 9204. Mediation will be scheduled to ensure the mutual availability of the selected mediator and all of the individuals that each party requires to represent its interests. If there are multiple Claims in dispute, the parties may agree to schedule the mediation to address all outstanding Claims at the same time. The parties will share the costs of the mediator and mediation fees equally, but each party is otherwise solely and separately responsible for its own costs to prepare for and participate in the mediation, including costs for its legal counsel or any other consultants. (B) Government Code Claims. (1) Timely presentation of a Government Code Claim is a condition precedent to filing any legal action based on or arising from the Contract. Compliance with the Claim submission requirements in this Article 12 is a condition precedent to filing a Government Code Claim. (2) The time for filing a Government Code Claim will be tolled from the time Contractor submits its written Claim pursuant to Section 12.2, above, until the time that Claim is denied in whole or in part at the conclusion of the meet and confer process, including any period of time used by the meet and confer process. However, if the Claim is submitted to mediation, the time for filing a Government Code Claim will be tolled until conclusion of the mediation, including any continuations, if the Claim is not fully resolved by mutual agreement of the parties during the mediation or any continuation of the mediation. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 113 12.6 Tort Claims. This Article does not apply to tort claims and nothing in this Article is intended nor will be construed to change the time periods for filing tort-based Government Code Claims. 12.7 Arbitration. It is expressly agreed, under Code of Civil Procedure § 1296, that in any arbitration to resolve a dispute relating to this Contract, the arbitrator’s award must be supported by law and substantial evidence. 12.8 Burden of Proof and Limitations. Contractor bears the burden of proving entitlement to and the amount of any claimed damages. Contractor is not entitled to damages calculated on a total cost basis, but must prove actual damages. Contractor is not entitled to speculative, special, or consequential damages, including home office overhead or any form of overhead not directly incurred at the Project site or any other Worksite; lost profits; loss of productivity; lost opportunity to work on other projects; diminished bonding capacity; increased cost of financing for the Project; extended capital costs; non-availability of labor, material or equipment due to delays; or any other indirect loss arising from the Contract. The Eichleay Formula or similar formula will not be used for any recovery under the Contract. The City will not be directly liable to any Subcontractor or supplier. 12.9 Legal Proceedings. In any legal proceeding that involves enforcement of any requirements of the Contract Documents, the finder of fact will receive detailed instructions on the meaning and operation of the Contract Documents, including conditions, limitations of liability, remedies, claim procedures, and other provisions bearing on the defenses and theories of liability. Detailed findings of fact will be requested to verify enforcement of the Contract Documents. All of the City’s remedies under the Contract Documents will be construed as cumulative, and not exclusive, and the City reserves all rights to all remedies available under law or equity as to any dispute arising from or relating to the Contract Documents or performance of the Work. 12.10 Other Disputes. The procedures in this Article 12 will apply to any and all disputes or legal actions, in addition to Claims, arising from or related to this Contract, including disputes regarding suspension or early termination of the Contract, unless and only to the extent that compliance with a procedural requirement is expressly and specifically waived by City. Nothing in this Article is intended to delay suspension or termination under Article 13. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 114 Article 13 - Suspension and Termination 13.1 Suspension for Cause. In addition to all other remedies available to City, if Contractor fails to perform or correct Work in accordance with the Contract Documents, including non-compliance with applicable environmental or health and safety Laws, City may immediately order the Work, or any portion of it, suspended until the circumstances giving rise to the suspension have been eliminated to City’s satisfaction. (A) Notice of Suspension. Upon receipt of City’s written notice to suspend the Work, in whole or in part, except as otherwise specified in the notice of suspension, Contractor and its Subcontractors must promptly stop Work as specified in the notice of suspension; comply with directions for cleaning and securing the Worksite; and protect the completed and in-progress Work and materials. Contractor is solely responsible for any damages or loss resulting from its failure to adequately secure and protect the Project. (B) Resumption of Work. Upon receipt of the City’s written notice to resume the suspended Work, in whole or in part, except as otherwise specified in the notice to resume, Contractor and its Subcontractors must promptly re-mobilize and resume the Work as specified; and within ten days from the date of the notice to resume, Contractor must submit a recovery schedule, prepared in accordance with the Contract Documents, showing how Contractor will complete the Work within the Contract Time. (C) Failure to Comply. Contractor will not be entitled to an increase in the Contract Time or Contract Price for a suspension occasioned by Contractor’s failure to comply with the Contract Documents. (D) No Duty to Suspend. City’s right to suspend the Work will not give rise to a duty to suspend the Work, and City’s failure to suspend the Work will not constitute a defense to Contractor’s failure to comply with the requirements of the Contract Documents. 13.2 Suspension for Convenience. City reserves the right to suspend, delay, or interrupt the performance of the Work in whole or in part, for a period of time determined to be appropriate for City’s convenience. Upon notice by City pursuant to this provision, Contractor must immediately suspend, delay, or interrupt the Work and secure the Project site as directed by City except for taking measures to protect completed or in-progress Work as directed in the suspension notice, and subject to the provisions of Section 13.1(A) and (B), above. If Contractor submits a timely request for a Change Order in compliance with Articles 5 and 6, the Contract Price and the Contract Time will be equitably All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 115 adjusted by Change Order pursuant to the terms of Articles 5 and 6 to reflect the cost and delay impact occasioned by such suspension for convenience, except to the extent that any such impacts were caused by Contractor’s failure to comply with the Contract Documents or the terms of the suspension notice or notice to resume. However, the Contract Time will only be extended if the suspension causes or will cause unavoidable delay in Final Completion. If Contractor disputes the terms of a Change Order issued for such equitable adjustment due to suspension for convenience, its sole recourse is to comply with the Claim procedures in Article 12. 13.3 Termination for Default. City may declare that Contractor is in default of the Contract for a material breach of or inability to fully, promptly, or satisfactorily perform its obligations under the Contract. (A) Default. Events giving rise to a declaration of default include Contractor’s refusal or failure to supply sufficient skilled workers, proper materials, or equipment to perform the Work within the Contract Time; Contractor’s refusal or failure to make prompt payment to its employees, Subcontractors, or suppliers or to correct defective Work or damage; Contractor’s failure to comply with Laws, or orders of any public agency with jurisdiction over the Project; evidence of Contractor’s bankruptcy, insolvency, or lack of financial capacity to complete the Work as required within the Contract Time; suspension, revocation, or expiration and nonrenewal of Contractor’s license or DIR registration; dissolution, liquidation, reorganization, or other major change in Contractor’s organization, ownership, structure, or existence as a business entity; unauthorized assignment of Contractor’s rights or duties under the Contract; or any material breach of the Contract requirements. (B) Notice of Default and Opportunity to Cure. Upon City’s declaration that Contractor is in default due to a material breach of the Contract Documents, if City determines that the default is curable, City will afford Contractor the opportunity to cure the default within ten days of City’s notice of default, or within a period of time reasonably necessary for such cure, including a shorter period of time if applicable. (C) Termination. If Contractor fails to cure the default or fails to expediently take steps reasonably calculated to cure the default within the time period specified in the notice of default, City may issue written notice to Contractor and its performance bond surety of City’s termination of the Contract for default. (D) Waiver. Time being of the essence in the performance of the Work, if Contractor’s surety fails to arrange for completion of the Work in accordance with the Performance Bond within seven calendar days from the date of the All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 116 notice of termination pursuant to paragraph (C), City may immediately make arrangements for the completion of the Work through use of its own forces, by hiring a replacement contractor, or by any other means that City determines advisable under the circumstances. Contractor and its surety will be jointly and severally liable for any additional cost incurred by City to complete the Work following termination, where “additional cost” means all cost in excess of the cost City would have incurred if Contractor had timely completed Work without the default and termination. In addition, City will have the right to immediate possession and use of any materials, supplies, and equipment procured for the Project and located at the Project site or any Worksite on City property for the purposes of completing the remaining Work. (E) Compensation. Within 30 days of receipt of updated as-builts, all warranties, manuals, instructions, or other required documents for Work installed to date, and delivery to City of all equipment and materials for the Project for which Contractor has already been compensated, Contractor will be compensated for the Work satisfactorily performed in compliance with the Contract Documents up to the effective date of the termination pursuant to the terms of Article 8, Payment, subject to City’s rights to withhold or deduct sums from payment otherwise due pursuant to Section 8.3, and excluding any costs Contractor incurs as a result of the termination, including any cancellation or restocking charges or fees due to third parties. If Contractor disputes the amount of compensation determined by City, its sole recourse is to comply with the Claim Procedures in Article 12, by submitting a Claim no later than 30 days following notice from City of the total compensation to be paid by City. (F) Wrongful Termination. If Contractor disputes the termination, its sole recourse is to comply with the Claim procedures in Article 12. If a court of competent jurisdiction or an arbitrator later determines that the termination for default was wrongful, the termination will be deemed to be a termination for convenience, and Contractor’s damages will be strictly limited to the compensation provided for termination for convenience under Section 13.4, below. Contractor waives any claim for any other damages for wrongful termination including special or consequential damages, lost opportunity costs, or lost profits, and any award of damages is subject to Section 12.8, Burden of Proof and Limitations. 13.4 Termination for Convenience. City reserves the right, acting in its sole discretion, to terminate all or part of the Contract for convenience upon written notice to Contractor. (A) Compensation to Contractor. In the event of City’s termination for convenience, Contractor waives any claim for damages, including for loss of All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 117 anticipated profits from the Project. The following will constitute full and fair compensation to Contractor, and Contractor will not be entitled to any additional claim or compensation: (1) Completed Work. The value of its Work satisfactorily performed as of the date notice of termination is received, based on Contractor’s schedule of values and unpaid costs for items delivered to the Project site that were fabricated for incorporation in the Work; (2) Demobilization. Demobilization costs specified in the schedule of values, or if demobilization costs were not provided in a schedule of values pursuant to Section 8.1, then based on actual, reasonable, and fully documented demobilization costs; and (3) Termination Markup. Five percent of the total value of the Work performed as of the date of notice of termination, including reasonable, actual, and documented costs to comply with the direction in the notice of termination for convenience, and demobilization costs, which is deemed to cover all overhead and profit to date. (B) Disputes. If Contractor disputes the amount of compensation determined by City pursuant to paragraph (A), above, its sole recourse is to comply with the Claim procedures in Article 12, by submitting a Claim no later than 30 days following notice from City of total compensation to be paid by City. 13.5 Actions Upon Termination for Default or Convenience. The following provisions apply to any termination under this Article, whether for default or convenience, and whether in whole or in part. (A) General. Upon termination, City may immediately enter upon and take possession of the Project and the Work and all tools, equipment, appliances, materials, and supplies procured or fabricated for the Project. Contractor will transfer title to and deliver all completed Work and all Work in progress to City. (B) Submittals. Unless otherwise specified in the notice of termination, Contractor must immediately submit to City all designs, drawings, as-built drawings, Project records, contracts with vendors and Subcontractors, manufacturer warranties, manuals, and other such submittals or Work-related documents required under the terms of the Contract Documents, including incomplete documents or drafts. (C) Close Out Requirements. Except as otherwise specified in the notice of termination, Contractor must comply with all of the following: All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 118 (1) Immediately stop the Work, except for any Work that must be completed pursuant to the notice of termination and comply with City’s instructions for cessation of labor and securing the Project and any other Worksite(s). (2) Comply with City’s instructions to protect the completed Work and materials, using best efforts to minimize further costs. (3) Contractor must not place further orders or enter into new subcontracts for materials, equipment, services or facilities, except as may be necessary to complete any portion of the Work that is not terminated. (4) As directed in the notice, Contractor must assign to City or cancel existing subcontracts that relate to performance of the terminated Work, subject to any prior rights, if any, of the surety for Contractor’s performance bond, and settle all outstanding liabilities and claims, subject to City’s approval. (5) As directed in the notice, Contractor must use its best efforts to sell any materials, supplies, or equipment intended solely for the terminated Work in a manner and at market rate prices acceptable to City. (D) Payment Upon Termination. Upon completion of all termination obligations, as specified herein and in the notice of termination, Contractor will submit its request for Final Payment, including any amounts due following termination pursuant to this Article 13. Payment will be made in accordance with the provisions of Article 8, based on the portion of the Work satisfactorily completed, including the close out requirements, and consistent with the previously submitted schedule of values and unit pricing, including demobilization costs. Adjustments to Final Payment may include deductions for the cost of materials, supplies, or equipment retained by Contractor; payments received for sale of any such materials, supplies, or equipment, less re-stocking fees charged; and as otherwise specified in Section 8.3, Adjustment of Payment Application. (E) Continuing Obligations. Regardless of any Contract termination, Contractor’s obligations for portions of the Work already performed will continue and the provisions of the Contract Documents will remain in effect as to any claim, indemnity obligation, warranties, guarantees, submittals of as-built drawings, instructions, or manuals, record maintenance, or other such rights and obligations arising prior to the termination date. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 119 Article 14 - Miscellaneous Provisions 14.1 Assignment of Unfair Business Practice Claims. Under Public Contract Code § 7103.5, Contractor and its Subcontractors agree to assign to City all rights, title, and interest in and to all causes of action it may have under section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2 (commencing with § 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the Contract or any subcontract. This assignment will be effective at the time City tenders Final Payment to Contractor, without further acknowledgement by the parties. 14.2 Provisions Deemed Inserted. Every provision of law required to be inserted in the Contract Documents is deemed to be inserted, and the Contract Documents will be construed and enforced as though such provision has been included. If it is discovered that through mistake or otherwise that any required provision was not inserted, or not correctly inserted, the Contract Documents will be deemed amended accordingly. 14.3 Waiver. City’s waiver of a breach, failure of any condition, or any right or remedy contained in or granted by the provisions of the Contract Documents will not be effective unless it is in writing and signed by City. City’s waiver of any breach, failure, right, or remedy will not be deemed a waiver of any other breach, failure, right, or remedy, whether or not similar, nor will any waiver constitute a continuing waiver unless specified in writing by City. 14.4 Titles, Headings, and Groupings. The titles and headings used and the groupings of provisions in the Contract Documents are for convenience only and may not be used in the construction or interpretation of the Contract Documents or relied upon for any other purpose. 14.5 Statutory and Regulatory References. With respect to any amendments to any statutes or regulations referenced in these Contract Documents, the reference is deemed to be the version in effect on the date that bids were due. 14.6 Survival. The provisions that survive termination or expiration of this Contract include Contract Section 11, Notice, and subsections 12.1, 12.2, 12.3, 12.4, 12.5, and 12.6 of Section 12, General Provisions; and the following provisions in these General Conditions: Section 2.2(J), Contractor’s Records, Section 2.3(C), Termination, Section 3.7, Ownership, Section 4.2, Indemnity, Article 12, Dispute Resolution, and Section 11.2, Warranty. All-Inclusive Playground at Jollyman Park GENERAL CONDITIONS CIP Project #2019-15 Page 120 END OF GENERAL CONDITIONS All-Inclusive Playground at Jollyman Park SPECIAL CONDITIONS CIP Project #2019-15 Page 121 Special Conditions 1. Construction and Demolition Debris Management Plan A completed construction and demolition (C&D) Debris Management Plan must be submitted using the City’s Green Halo on-line application. All debris disposal and recycling from the construction project must be tracked throughout the duration of the project. The contractor must use Green Halo cupertino.wastetracking.com to create their Plan and to submit all construction waste generation tonnage information. No additional compensation will be paid for implementation of the Debris Management Plan and failure to meet all plan requirements may result in work stoppage, fines, and/or back-charges. For additional information, visit www.cupertino.org/greendev 2. __. Authorized Work Days and Hours. 2.1 Authorized Work Days. Except as expressly authorized in writing by City, Contractor is limited to performing Work on the Project on the following days of the week, excluding holidays observed by City: Monday to Friday. 2.2 Authorized Work Hours. Allowable Work Hours: 7:00 a.m. to 4:00 p.m., Monday through Friday (excluding City observed holidays). Any request for work outside of these hours must be submitted in writing and approved in advance by the City’s Team two working days in advance. Equipment and material may arrive no earlier than 6:00 a.m. to the site. 3. Pre-Construction Conference. City will designate a date and time for a pre- construction conference with Contractor following Contract execution. Project administration procedures and coordination between City and Contractor will be discussed, and Contractor must present City with the following information or documents at the meeting for City’s review and acceptance before the Work commences: 3.1 Name, 24-hour contact information, and qualifications of the proposed on-site superintendent; 3.2 List of all key Project personnel and their complete contact information, including email addresses and telephone numbers during regular hours and after hours; All-Inclusive Playground at Jollyman Park SPECIAL CONDITIONS CIP Project #2019-15 Page 122 3.3 Staging plans that identify the sequence of the Work, including any phases and alternative sequences or phases, with the goal of minimizing the impacts on residents, businesses and other operations in the Project vicinity; 3.4 If required, traffic control plans associated with the staging plans that are signed and stamped by a licensed traffic engineer; 3.5 Draft baseline schedule for the Work as required under Section 5.2 of the General Conditions, to be finalized within ten days after City issues the Notice to Proceed; 3.6 Breakdown of lump sum bid items, to be used for determining the value of Work completed for future progress payments to Contractor; 3.7 Schedule with list of Project submittals that require City review, and list of the proposed material suppliers; 3.8 Plan for coordination with affected utility owner(s) and compliance with any related permit requirements; 3.9 Videotape and photographs recording the conditions throughout the pre- construction Project site, showing the existing improvements and current condition of the curbs, gutters, sidewalks, signs, landscaping, streetlights, structures near the Project such as building faces, canopies, shades and fences, and any other features within the Project area limits; 3.10 If requested by City, Contractor’s cash flow projections; and 3.11 Any other documents specified in the Special Conditions or Notice of Potential Award. 4. Construction Manager Role and Authority. A Construction Manager will be assigned to this Project. The Construction Manager will assist City in the management of the construction of the Project. The Construction Manager may perform services in the areas of supervision and coordination of the work of Contractor and/or other contractors, scheduling the Work, monitoring the progress of the Work, providing City with evaluations and recommendations concerning the quality of the Work, recommending the approval of progress payments to Contractor, or other services for the Project in accordance with the Construction Manager’s contract with City. All-Inclusive Playground at Jollyman Park SPECIAL CONDITIONS CIP Project #2019-15 Page 123 4.1 Communications. Contractor must submit all notices and communications relating to the Work directly to the Construction Manager and the City in writing. 4.2 On-Site Management and Communication Procedures. The Construction Manager will provide and maintain a management team on the Project site to provide contract administration as an agent of City, and will establish and implement coordination and communication procedures among City, the Design Professional, Contractor, and others. 4.3 Contract Administration Procedures. The Construction Manager will establish and implement procedures for reviewing and processing requests for clarifications and interpretations of the Contract Documents, Shop Drawings, samples, other submittals, schedule adjustments, Change Order proposals, written proposals for substitutions, payment applications, and maintenance of logs. 4.4 Pre-Construction Conference. Contractor will attend the pre- construction conference, during which the Construction Manager will review the Contract administration procedures and Project requirements. 4.5 Contractor’s Construction Schedule. The Construction Manager will review Contractor’s construction schedules and will verify that each schedule is prepared in accordance with the requirements of the Contract Documents. 5. Close Out Requirements. Contractor’s close out requirements include the following, if applicable: 5.1 Contractor must replace, with thermoplastic, any existing striping within and adjacent to the Project site that is damaged during the Work. Partially damaged striping must be replaced in its entirety. 5.2 Contractor must replace any survey monuments that are damaged or removed during the Work, with a Record of Survey filed by a licensed land surveyor as required by California law. 5.3 Before removing any traffic control or street signs on the Project site, Contractor must take photographs showing their original locations. Upon completion of each phase of construction, Contractor must temporarily reset the signs at those locations. Contractor must then replace the signs permanently upon completion of the Work and the cost of their removal and replacement must be included in the Bid Proposal. All-Inclusive Playground at Jollyman Park SPECIAL CONDITIONS CIP Project #2019-15 Page 124 END OF SPECIAL CONDITIONS Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ G 0 . 0 - C O V E R _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 CITY ENGINEER SIGNATURE CITY ENGINEER CHAD MOSLEY APPROVED BY: RCE 66077 DATE U U CA: 811 E D R DNUOR G N U LLAC E CIVRES LAE G I D T SA R OBFE ER O Y ALL-INCLUSIVE PLAYGROUND AT JOLLYMAN PARK PROJECT NO. 2019-15 CUPERTINO, CALIFORNIA SHEET INDEX PROJECT SITE OWNER: CITY OF CUPERTINO PROJECT ADDRESS: 1000 SOUTH STELLING ROAD, CUPERTINO, CA 95014 APN# 359-25-049 PROJECT BASIS OF BEARING: SEE C0.10 PROJECT BENCHMARK: SEE C0.10 WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING UNAUTHORIZED CHANGES & USES:THE ENGINEER PREPARING THESE PLANS SITE MAP LOCATION MAP S S T E L L I N G R D OR A N G E A V E PROJECT SITE N © 2010 NAVTEQ © AND © 2017 Microsoft Corporation PROJECT LOCATION N TITLEDWG COVER SHEET G0.00 1. G0.00 COVER SHEET 2. G0.10 PROJECT DIRECTORY & GENERAL NOTES CIVIL 3. C0.00 CIVIL GENERAL NOTES 4. C0.10 EXISTING CONDITIONS 5. C1.00 ADA IMPROVEMENT PLAN 6. C1.10 DEMOLITION PLAN 7. C2.00 ADA CONSTRUCTION DETAILS 8. C2.10 EROSION CONTROL PLAN 9. C2.11 EROSION CONTROL DETAILS 10. C2.20 BEST MANAGEMENT PRACTICES 11. C3.00 ADA BEST MANAGEMENT PRACTICES 12. C3.10 GRADING AND DRAINAGE PLAN - WEST 13. C3.11 GRADING AND DRAINAGE PLAN - EAST 14. C4.10 UTILITY PLAN - WEST 15. C4.11 UTILITY PLAN - EAST 16. C5.10 STORMWATER MANAGEMENT PLAN 17. C6.00 CONSTRUCTION DETAILS 18. C6.01 CONSTRUCTION DETAILS 19. C7.10 RESTROOM PLANS LANDSCAPE 20. L1.00 MATERIALS SCHEDULE 21. L1.10 MATERIALS & DETAIL REFERENCE PLAN - WEST 22. L1.11 MATERIALS & DETAIL REFERENCE PLAN - EAST 23. L2.10 LAYOUT PLAN - WEST 24. L2.11 LAYOUT PLAN - EAST 25. L3.00 CONSTRUCTION DETAILS 26. L3.01 CONSTRUCTION DETAILS 27. L3.02 CONSTRUCTION DETAILS 28. L3.03 CONSTRUCTION DETAILS 29. L3.04 CONSTRUCTION DETAILS 30. L3.05 CONSTRUCTION DETAILS 31. L3.06 CONSTRUCTION DETAILS 32. L3.07 CONSTRUCTION DETAILS 33. L3.08 CONSTRUCTION DETAILS 34. L3.09 CONSTRUCTION DETAILS 35. L3.10 CONSTRUCTION DETAILS 36. L3.11 CONSTRUCTION DETAILS 37. L4.00 IRRIGATION LEGEND 38. L4.01 IRRIGATION NOTES 39. L4.10 IRRIGATION DEMOLITION PLAN - WEST 40. L4.11 IRRIGATION DEMOLITION PLAN - EAST 41. L4.12 IRRIGATION PLAN - WEST 42. L4.13 IRRIGATION PLAN - EAST 43. L4.50 IRRIGATION DETAILS 44. L4.51 IRRIGATION DETAILS 45. L4.52 IRRIGATION DETAILS 46. L4.53 IRRIGATION DETAILS 47. L4.54 IRRIGATION DETAILS 48. L4.55 IRRIGATION MWELO CALCULATIONS 49. L5.00 PLANTING SCHEDULE 50. L5.10 PLANTING PLAN - WEST 51. L5.11 PLANTING PLAN - EAST 52. L5.20 PLANTING DETAILS ELECTRICAL 53. E0.00 GENERAL INFORMATION 54. E1.00 OVERALL SITE PLAN 55. E1.01 OVERALL SITE PLAN 56. E1.10 ENLARGED SITE PLAN - WEST 57. E1.11 ENLARGED SITE PLAN - EAST 58. E8.00 DETAILS STRUCTURAL 59. S0.01 GENERAL NOTES / SHEET INDEX 60. S0.02 GENERAL NOTES SHEETTITLEDWGSHEET 1 SCOPE OF WORK THE PROJECT INVOLVES DEMOLITION OF THE EXISTING AGE 5-12 PLAY AREA AT JOLLYMAN PARK AND INSTALLATION OF A NEW ALL-INCLUSIVE PLAY AREA AND PREFABRICATED RESTROOM. THE BASE BID SHALL INCLUDE ALL WORK AS HEREIN DESCRIBED AND AS SHOWN ON THE PLANS, DETAILS AND SPECIFICATIONS FOR THIS PROJECT. FOR DEDUCT ALTERNATES SEE PROJECT MANUAL BID SCHEDULE. DEFERRED APPROVAL AND PERMITS 1 1 1 1 1 1 PREFABRICATED RESTROOM (SEE SHEET C7.10 AND SPEC SECTION 130000 FOR PRELIMINARY INFORMATION) EQUIPMENT DATA, SHOP DRAWINGS, AND FOOTING DESIGN BY THE MANUFACTURER, REVIEWED AND STAMPED BY A CA STRUCTURAL ENGINEER AND WITH CALCULATIONS PROVIDED. NO.ITEM SUBMITTAL PACKAGE MUST INCLUDE: 2 CUSTOM SHADE SAILS (SEE SHEET L3.07 AND SPEC SECTION 129300 FOR PRELIMINARY INFORMATION) EQUIPMENT DATA, SHOP DRAWINGS, AND FOOTING DESIGN BY THE MANUFACTURER, REVIEWED AND STAMPED BY A CA STRUCTURAL ENGINEER AND WITH CALCULATIONS PROVIDED. 3 ALL PLAY EQUIPMENT (SEE MATERIALS SCHEDULE, PRELIMINARY L3 DETAILS, AND SPEC SECTION 116813) EQUIPMENT DATA, SHOP DRAWINGS AND FOOTING DESIGN BY THE MANUFACTURER. 03/26/24 GENERAL NOTE: THESE DRAWINGS HAVE BEEN SUBMITTED AS PART OF THE CUPERTINO PERMIT APPLICATION PROCESS. THE CLOUDS & DELTAS REFLECT RESPONSES TO THE PERMIT REVIEWERS' COMMENTS. Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ G 0 . 0 - C O V E R _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.migcom.com 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 G0.10 LANDSCAPE ARCHITECT: MIG Jan Eiesland jeiesland@migcom.com 510.845.7549 PROJECT DIRECTORY CIVIL ENGINEER: BKF Christian Anzelde canzelde@bkf.com 408.467.9102 ELECTRICAL ENGINEER: ATIUM Dave Maino maino@atiumeng.com 925.248.2044 STRUCTURAL ENGINEER: KPFF Molly Seto molly.seto@kpff.com 415.989.1004 1.REFER TO GEOTECHNICAL EVALUATION, "JOLLYMAN PARK ALL-INCLUSIVE PLAYGROUND", BY NINYO AND MOORE, DATED FEBRUARY 18, 2022 AND SUPPLEMENTAL GEOTECHNICAL EVALUATION, "JOLLYMAN PARK NEW PRE-FABRICATED BATHROOM", BY NINYO AND MOORE, DATED DECEMBER 20,2022. CONTRACTOR TO ADHERE TO GEOTECH RECOMMENDATIONS FOR SUBGRADE PREPARATION SPECIFIC TO THIS PROJECT. 2.CITY REPRESENTATIVE TO ENGAGE GEOTECHNICAL ENGINEER FOR REQUIRED SITE OBSERVATION AND COMPACTION TESTING. CONTRACTOR TO COORDINATE CONSTRUCTION SCHEDULE WITH GEOTECHNICAL ENGINEER TO DETERMINE TIMING OF SITE VISITS. 3.CONTRACTOR TO VERIFY LOCATION OF ALL BUILDINGS, WALLS, CURBS, PATHS AND REMAINING PLAY EQUIPMENT AFFECTING LANDSCAPE SCOPE OF WORK WITH CIVIL ENGINEER'S DRAWINGS AND EXISTING CONDITIONS AT THE PROJECT SITE. NOTIFY CITY'S REPRESENTATIVE OF ANY CONFLICTS. 4.VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE APPROPRIATE ENGINEERING DRAWINGS AND THE EXISTING CONDITIONS ON THE PROJECT SITE. 5.ALL EXISTING UTILITY BOXES, VAULTS, VALVE COVERS, AND MANHOLES WITHIN THE AREA TO BE IMPROVED SHALL BE ADJUSTED TO THE NEW FINISH GRADE. 6.REFER TO CIVIL DRAWINGS FOR EXISTING CONDITIONS, DEMOLITION PLAN, REFERENCE DATA, GRADING, DRAINAGE, RESTROOM AND UTILITIES. 7.DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 8.NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 9.REFERENCE TO NORTH REFERS TO TRUE NORTH, REFERENCE TO SCALE IS FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. GENERAL NOTES GEOTECH: NINYO & MOORE Ransom Hennefer rhennefer@ninyoandmoore.com 408.435.9000 LAYOUT NOTES REFER TO L2 LAYOUT NOTES DEMOLITION, GRADING/DRAINAGE, UTILITY, AND ADD'L NOTES APPLICABLE CODES REFER TO CIVIL DWGS IRRIGATION AND PLANTING NOTES REFER TO L4 IRRIGATION NOTES AND L5 PLANTING NOTES ABBREVIATIONS @ AT &AND AB AGGREGATE BASE AC ASPHALTIC CONCRETE AD AREA DRAIN AGG.AGGREGATE APPROX.APPROXIMATELY ASPH ASPHALT AVG AVERAGE BC BOTTOM OF CURB BFP BACKFLOW PREVENTER BW BOTTOM OF WALL BAR/REBAR REINFORCING BAR BLDG BUILDING CB CATCH BASIN CIP CAST-IN-PLACE CITY CITY OF SAN JOSE CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC.CONCRETE CONT.CONTINUOUS CP CONCRETE PIPE DG DECOMPOSED GRANITE DP DEEP DI DRAIN INLET DIA / DIAM / Ø DIAMETER DEG./°DEGREE DEMO DEMOLITION DF / DOUG. FIR DOUGLAS FIR DTL / DET.DETAIL (E) / EX.EXISTING EA EACH (EB)EASTBOUND EJ EXPANSION JOINT EL / ELEV.ELEVATION ELEC ELECTRIC(AL) EPDM ETHYLENE PROPYLENE DIENE MONOMER EQ.EQUAL FG FINISH GRADE FIN FINISH FF FINISH FLOOR FFE FINISH FLOOR ELEVATION FT FEET GAU GAUGE GAL GALLON GALV GALVANIZED GPM GALLONS PER MINUTE HDPE HIGH-DENSITY POLYETHYLENE HDWD HARDWOOD HOR HORIZONTAL HP HIGH POINT HSS HOLLOW STRUCTURAL STEEL ID INTERIOR DIMENSION INV INVERT L.O.W.LIMIT OF WORK LP LOW POINT MAX.MAXIMUM MFR MANUFACTURER MIN.MINIMUM (N)NEW (NB)NORTHBOUND NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER/# OC ON CENTER OD OUTSIDE DIMENSION PA PLANTING AREA PCC PORTLAND CEMENT CONCRETE PERF.PERFORATED PL PROPERTY LINE P.O.B.POINT OF BEGINNING POC POINT OF CURVATURE OR POINT OF CONNECTION PREF.PREFABRICATED PT PRESSURE TREATED PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QSP.QUALIFIED SWPPP PRACTITIONER QTY.QUANTITY R/RAD RADIUS REINF.REINFORCING RCP REINFORCED CONCRETE PIPE REL.RELATIVE REQ'D REQUIRED RIM RIM ELEVATION S.A.D.SEE ARCHITECT'S DRAWINGS SIM.SIMILAR S/SLP SLOPE/SOUTH (SB)SOUTHBOUND SBR STYRENE BUTADIENE RUBBER S.C.D.SEE CIVIL DRAWINGS SCH SCHEDULE SD STORM DRAIN S.L.D.SEE LANDSCAPE DRAWINGS SPECS.SPECIFICATIONS SPK SPRINKLER HEAD SQ SQUARE SS SANITARY SEWER S.S.M.SEE STRUCTURAL DRAWINGS SSS SYNTHETIC SAFETY SURFACING SST STAINLESS STEEL STD STANDARD STL STEEL SYNTH.SYNTHETIC TBD TO BE DETERMINED TOPO TOPOGRAPHIC MAP TC TOP OF CURB TP TOP OF PAVEMENT TW TOP OF WALL TYP.TYPICAL UON UNLESS OTHERWISE NOTED VERT.VERTICAL W/WITH (WB)WESTBOUND WW/%WIDE WITH PERCENT PROJECT DIRECTORY AND GENERAL NOTES 2 1 2022 California Building Code (2022 CBC) Department of Justice 2010 American Disabilities Act Standards for Accessible Design ('2010 ADA') Department of Justice Title II regulation of ADA (28 CFR Part 35) Department of Justice Title III regulation of ADA (28 CFR Part 36) ASTM F1487: Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, latest edition. U.S. Consumer Product Safety Commission ('CPSC publication #325'): Public Playground Safety Handbook, latest edition. ASTM F1292, Standard Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment, latest edition. ASTM F1951: Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment, latest edition. ASTM F2223: Standard Guide for ASTM Standards on Playground Surfacing, latest edition. International Play Equipment Manufacturers Association ('IPEMA') Certification Service. 1 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 0 _ J M P _ E X . D W G SHEET REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 3 CITY OF CUPERTINO GENERAL NOTES “” CUPERTINO SANITARY DISTRICT SANITARY SEWER NOTES ” · ·· · · · UTILITY NOTES PROJECT GENERAL NOTES EXISTING CONDITIONS NOTES DEMOLITION NOTES RECORD DRAWINGS STATEMENT OF RESPONSIBILITY CIVIL GENERAL NOTES C0.00 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 0 _ J M P _ E X . D W G SHEET ISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 4 EXISTING CONDITIONS C0.10 ’ CITY OF CUPERTINO GENERAL NOTES ”” “” PROJECT GENERAL NOTES STATEMENT OF RESPONSIBILITYEXISTING CONDITIONS NOTES \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 1 _ J M P _ A D A . D W G SHEET 5 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 ADA IMPROVEMENT PLAN C1.00 DEMOLITION NOTES RECORD DRAWINGS 1 1 1 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 3 _ J M P _ D M . D W G SHEET EVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 6 DEMOLITION PLAN C1.10 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 4 _ J M P _ C D A D A . D W G SHEET EVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 7 ADA CONSTRUCTION DETAILS C2.0 1 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 5 _ J M P _ E R . D W G SHEET REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 8 EROSION CONTROL PLAN C2.10 EROSION CONTROL PLAN \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 5 _ J M P _ E R . D W G SHEET NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 9 EROSION CONTROL DETAILS C2.11 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 5 _ J M P _ E R . D W G SHEET EVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 10 BEST MANAGEMENT PRACTICES C2.20 1.THE CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET (BMP SHEET) MUST BE PRINTED, DISCUSSED, AND KEPT WITH THE BUILDING PERMIT ON THE PROJECT SITE BY THE OWNER AND GENERAL CONTRACTOR. ALL SUBCONTRACTORS WORKING ON THE PROJECT MUST FOLLOW THE GUIDELINES AND PRACTICES AT ALL TIMES FOR THE DURATION OF THE PROJECT. NOTE: 1 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 5 _ J M P _ E R . D W G SHEET 11 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 BEST MANAGEMENT PRACTICES C3.00 1.THE CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET (BMP SHEET) MUST BE PRINTED, DISCUSSED, AND KEPT WITH THE BUILDING PERMIT ON THE PROJECT SITE BY THE OWNER AND GENERAL CONTRACTOR. ALL SUBCONTRACTORS WORKING ON THE PROJECT MUST FOLLOW THE GUIDELINES AND PRACTICES AT ALL TIMES FOR THE DURATION OF THE PROJECT. NOTE: 1 1 FF XX.XX PAD 295.5* FF 296.2* \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 6 _ J M P _ G D . D W G SHEET 12 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 GRADING AND DRAINAGE PLAN - WEST C3.10 * * 1 1 FF XX.XX \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 6 _ J M P _ G D . D W G SHEET 13 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 GRADING AND DRAINAGE PLAN - EAST C3.11 1 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 7 _ J M P _ U T . D W G SHEET 14 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 C4.10 UTILITY PLAN - WEST 1 1 1 C4.11 UTILITY PLAN - EAST \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 7 _ J M P _ U T . D W G SHEET 15 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 1 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 8 _ J M P _ S W . D W G SHEET 16 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 · · STORMWATER MANAGEMENT PLAN C5.10 ADS N-12 x SDR 35 TRANSITION COUPLING PIPE RISER CUT 8" BELOW FINISH GRADE STORM DRAIN LINE 12"x12" GALVANIZED STEEL GRATE W/1/2" SCREEN BELOW LUBE GASKET AND PIPE - SET TOP TO GRADE AND ORIENT GRATE TO MATCH SURFACE IMPROVEMENTS TEE P6 INLET TOP (BOLT DOWN) ***FOR OVERFLOW AREA DRAIN - SET RIM ELEVATION HIGHER THAN FINISH GRADE. SEE PLANS FOR RIM ELEVATIONS. PROVIDE COBBLE STONES AROUND DRAIN. (SEE PLAN FOR PIPE SIZES) \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 9 _ J M P _ C D . D W G SHEET REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 17 CONSTRUCTION DETAILS C6.00 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 0 9 _ J M P _ C D . D W G SHEET REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 18 CONSTRUCTION DETAILS C6.01 RESTROOM PLANS C7.10 \\ B K F - S J \ V O L 4 \ 2 0 2 1 \ 2 1 1 5 1 6 _ C U P E R T I N O _ J O L L Y M A N _ P A R K _ P L A Y G R O U N D \ E N G \ E N G I N E E R I N G \ S H E E T S \ 1 0 _ J M P _ R R . D W G SHEET 19 REVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 PK JH APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / B I D S E T 0 3 - 2 2 - 2 0 2 4 CA AS SHOWN C20211516 BKF ENGINEERS 1730 N. FIRST STREET SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 www.bkf.com RESPONSE TO PERMIT COMMENTS/BID SET1 SELECTIONS 1.STYLE SELECTION: NATURAL CMU BLOCK/GRAY, PRECISION BLOCK FRC CEDARMILL BOARD AND BATTON SIDING 2.ROOF SELECTION: STANDING SEAM METAL 3.LIGHTING SELECTION: LUMINAIR AEL-12 (DARK SKY COMPLIANT) 20” LONG PHOTOCELL CONTROLLED. SOLAR TUBES+ LED INTERIOR LUMINAIRE, SWOOP SERIES SWP1212-BRZ-OCC SAMPLE IMAGE: NOT REFLECTIVE OF COLOR AND MATERIALS SELECTED 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 1 . X - M A T R L S _ S C H _ 3 0 9 0 2 X L X S # # . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 L1.00 MATERIALS SCHEDULE 20 1 MATERIALS SCHEDULE PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA BIO BIO AD A ADA AD A A D A AD A ADA ADA ADA ADA ADA A D A AD A A D A ADA A D A ADA PAD 295.5* FF 296.2* ADA AD A ADA ADA ADA AD A AD A AD A AD A AD A ADA AD A PA PA CONC. WALL WITH CHALK ART FINISH 3 L3.02 NET CLIMBER CHIMES 3 L3.06 BOULDER SCRAMBLE VINE ARCH 2 L3.10 DRUMS 4 L3.06 CIP CONC. STAIRS AND HANDRAILS 1 L3.01 ORNAMENTAL METAL FENCE AND GATES 1 L3.10 NORTH GATE, (2) 4' WIDE GATES, 8' CLEAR OPENING GRANT RECOGNITION SIGN BIKE RACK (IN D.G. PAVING) NEST SWINGS 1 L3.08 SOUTH GATE, (2) 4' WIDE GATES, 8' CLEAR OPENING ADA PICNIC TABLE, TYP. PICNIC TABLE, TYP. NR P FC IC FCW FC RC FC G G RESTROOM WITH DRINKING FOUNTAIN, SEE CIVIL DWGS INTERACTIVE ART FEATURE HR IC IC FCW BOULDER EDGE AT STSS 11 L3.00 P PP P P RC 4 L3.07 TRASH RECEPTACLE, TYP. METAL HEADER AT DG PAVING, TYP. 10 L3.00 CONCRETE MOWBAND 5 L3.00 BUFFET TABLE 1 L3.02 UPPER SLOPED PATH BOULDER SCRAMBLE BOULDER, TYP.1 L3.05 CONCRETE SEATWALL 2 L3.02 SLIDE HILL AREA ENLARGEMENT 1 L3.03 9 L3.09 RC SHADE SAILS AT SLIDE HILL 1 L3.07 5 L3.05 LIMIT OF WORK PEDESTRIAN CONCRETE PAVING SAND DECOMPOSED GRANITE (DG) PAVING WITH HEADER POURED IN PLACE SAFETY SURFACING (PIPSS) (E) TREE TO BE PROTECTED WOOD DECK SYNTHETIC TURF SAFETY SURFACING (STSS) TREE STEPPING STONES (AT GRADE) ROUNDED BOULDER LEGEND ORNAMENTAL METAL FENCE & GATES OVERHEAD FEATURES PLAY SAFETY ZONE MATCH LINE PLANTING AREAPA FLAT-TOPPED BOULDER BIORETENTION AREA, SEE CIVIL DWGSBIO ADA PICNIC TABLE BUFFET TABLE PICNIC TABLE PARK BENCH ADA GAME TABLE + CHAIRS TRASH RECEPTACLE (OFCI) PLOP BENCH GLIDER BENCH ADA VEHICULAR CONCRETE PAVING DESIGNATED COMPANION SEATING AREA (48" x 30" MIN.)ADA GAME TABLE + CHAIRS IC NR NATURE RETREAT INTEGRAL CONC. CURB AT SS HR HAND RAIL RC RAISED CURB 7-8 L3.00 9-10 L3.00 1C L3.04 5 L3.09 2 L3.09 3 L3.09 1 L3.09 6 L3.09 7 L3.09 8 L3.09 1 L3.00 3 L3.00 1 L3.01 3 L3.10 G FC FCW FLUSH CONC. CURB AT SS (STANDARD 6" WIDE) FLUSH CONC. CURB AT SS (12" WIDE) 4 L3.00 4 L3.00 P 11 L3.00 P 6 L3.00 1 L3.10 1 C6.00 1 C6.00 SEE SPECS 1 L3.05 1 L3.05 3 L3.05 4 L3.09 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 1 . X - M A T R L S _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10'20'5' L1.10 MATERIALS & DETAIL REFERENCE PLAN - WEST 21 PA PA PA PA PA PA PA PA PAPA PA PA PA PA PAPA PA PA PA PA PA PA PA BIO AD A A D A AD A ADA ADA ADA A D A A D A ADA ADA AD A ADA ADA A D A AD A AD A AD A ADA AD A PA PA ORNAMENTAL METAL FENCE AND GATES 1 L3.10 ADA PICNIC TABLE, TYP. PICNIC TABLE, TYP. SPINNER2 L3.06 YOUTH SWINGS2 L3.08 NON-VERBAL COMMUNICATION SIGN 4 L3.10 TOT SWINGS3 L3.08 RAISED SAND TABLE WOOD DECKING LOG SEATING/ SAND EDGE TOT PLAY STRUCTURE 4 L3.08 NR NR NR P FC FC FC FCW FCW IC FC RC IC FCW SAND PLAY AREA 1 L3.04 TRANSFER BOULDERS AT SAND BOULDER EDGE AT SAND PLAY P PP P P FC FC METAL HEADER AT DG PAVING, TYP. 10 L3.00 CONCRETE MOWBAND 5 L3.00 METAL HEADER AT DG PAVING, TYP. 10 L3.00 METAL HEADER AT DG PAVING, TYP. 10 L3.00 METAL HEADER AT DG PAVING, TYP. 10 L3.00 BUFFET TABLE P BOULDER, TYP.1 L3.05 LIMIT OF WORK PEDESTRIAN CONCRETE PAVING SAND DECOMPOSED GRANITE (DG) PAVING WITH HEADER POURED IN PLACE SAFETY SURFACING (PIPSS) (E) TREE TO BE PROTECTED WOOD DECK SYNTHETIC TURF SAFETY SURFACING (STSS) TREE STEPPING STONES (AT GRADE) ROUNDED BOULDER LEGEND ORNAMENTAL METAL FENCE & GATES OVERHEAD FEATURES PLAY SAFETY ZONE MATCH LINE PLANTING AREAPA FLAT-TOPPED BOULDER BIORETENTION AREA, SEE CIVIL DWGSBIO ADA PICNIC TABLE BUFFET TABLE PICNIC TABLE PARK BENCH ADA GAME TABLE + CHAIRS TRASH RECEPTACLE (OFCI) PLOP BENCH GLIDER BENCH ADA VEHICULAR CONCRETE PAVING DESIGNATED COMPANION SEATING AREA (48" x 30" MIN.)ADA GAME TABLE + CHAIRS IC NR NATURE RETREAT INTEGRAL CONC. CURB AT SS HR HAND RAIL RC RAISED CURB 7-8 L3.00 9-10 L3.00 1C L3.04 5 L3.09 2 L3.09 3 L3.09 1 L3.09 6 L3.09 7 L3.09 8 L3.09 1 L3.00 3 L3.00 1 L3.01 3 L3.10 G FC FCW FLUSH CONC. CURB AT SS (STANDARD 6" WIDE) FLUSH CONC. CURB AT SS (12" WIDE) 4 L3.00 4 L3.00 P 11 L3.00 P 6 L3.00 1 L3.10 1 C6.00 1 C6.00 SEE SPECS 1 L3.05 1 L3.05 3 L3.05 4 L3.09 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 1 . X - M A T R L S _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10 20 5 L1.11 MATERIALS & DETAIL REFERENCE PLAN - EAST 22 AD A ADA AD A A D A AD A ADA ADA ADA ADA ADA A D A AD A A D A ADA A D A ADA PAD 295.5* FF 296.2* ADA AD A ADA ADA ADA AD A AD A AD A AD A AD A ADA AD A 1 L3.03 CL C L CL 8'-0" TYP. 8 ' - 0 " T Y P . 6 ' - 0 " 5 ' M I N . 6' - 0 " 8'- 0 " T Y P . 8'-0" 8'- 0 " T Y P . 6'-0" TYP. 8'-0" 4'- 0 " 4'- 0 " 4 ' - 0 " 4 ' - 0 " R 6 ' - 4 " 9'-0" R7'-0"R15'- 0 " R10 ' - 0 " 4'-7" 5'-8" 5 ' M I N . 8 ' - 0 " 6'- 0 " MIN . PROVIDE 6" MIN. CLEARANCE AT PLAY SAFETY ZONES, TYP. PLAYGROUND MANUFACTURER TO PROVIDE PLAY SAFETY ZONES PER ASTM, TYP. 4'-0 " 1' - 0 " 5' - 0 " 3 ' - 0 " 2'-0 " ± 12' - 0 " 3'-6" 4'-0" 145° 6'-0" 8'-0 " 6'-0 " 8'- 0 " 8 ' - 0 " 1'-6" EQEQ 5'-8 1/2"8'-0"14'-0"6'-4"± 6'-0 " 6'-0 " 3'-6 " ± R32'-6 " 15 ' - 0 " 9'-6 " 4' - 8 " 8' - 0 " 7' - 0 " 20 ' - 0 " 20'-0" 3'-8 1/2"3'-0" 3' - 0 " A A E G A A A A A A A A A A A A A A A A A AA A A AA AA A A A A A AA A AAA A A A A A A A A C B B BB BBB B B B B C C C C C C C C C C C C C C C C CC C C C C C C C C D E EE E E E E D G G G G G EC C C C C C C C C C E E E E E E C C C C C C C C E E E FOR TRANSFER BOULDER DIMENSIONS, SEE SLIDE HILL AREA DETAIL FT-A FT-A FT-B FT-B FT-B FT-B FT-C FT-C FT-C FT-C FT-C FT-C FT-C FT-C 5' 2'9'-10 1/2" 4'-0 " 4'- 0 " 3 E Q 3 E Q 4 EQ 2'-0" 3 EQ 3 EQ 4 EQ2 E Q (7) E Q U A L EQ EQ 3 E Q 2 E Q 2 E Q 10'-3" SEE SCORE JOINT DETAIL PLAN A AT RIGHT SEE SCORE JOINT DETAIL PLAN B AT RIGHT C L C L CL C L C L 3 E Q 4' - 4 " CL EQ EQ CL 1'-1" C L C L C C L EQ EQ 3 EQ 3 E Q 3 E Q 4 ' - 0 " (9) EQUA L EJ EJ EJ E J EJ EJ EJ EJ EJ E J EJ EJ EJ EJ EJ E J E J EJ EJ EJ EJ EJ LEGEND 1 L3.05 1 L3.05 3 L3.05 1 L3.03 2 L3.04 CL CENTER LINE LIMIT LINE MATCH LINE EXISTING TREE PROPOSED TREE LOCATION ALIGN STEPPING STONES (AT GRADE) ROUNDED BOULDER FLAT-TOPPED & TRANSFER BOULDERS A FT-X FT-X CD G TX ADA AD A A D A G G C C C C E E C C C C C C C C E E E C L C L R 1 0 ' - 0 " R 1 1 ' - 0 " R 1 5 ' - 0 " C L 1 ' - 0 " 24 ° 24 ° 24 ° 24 ° EJ EJ ADA ADA AD A A D A ADA CL C L C C C D 8 E Q 4 E Q R3'-0" R4'-0" R7'-0 " EJ E J ORNAMENTAL METAL FENCE & GATES OVERHEAD FEATURES PLAY SAFETY ZONE DESIGNATED COMPANION SEATING AREA (48" x 30" MIN.)ADA EJ EXPANSION JOINT Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 2 . X - L A Y O U T _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH LAYOUT NOTES 1.COORDINATES, BEARINGS, DISTANCES, AND ELEVATIONS ARE BASED ON A BKF SURVEY DATED NOVEMBER 2022. SEE EXISTING CONDITIONS PLAN AND CAD SURVEY FILE FOR BENCHMARKS AND ADDITIONAL SURVEY NOTES. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATIONS OF ALL UTILITIES IN THE FIELD. LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) AT LEAST 48 HOURS PRIOR TO AN EXCAVATION ON THIS PROJECT (PHONE: 800-227-2600). 3.NOTIFY THE CONSTRUCTION MANAGER FOR REVIEW OF "LAYOUT" WORK PRIOR TO THE START OF ANY EXCAVATION. 4.DIMENSIONS SHOWN ON LAYOUT PLANS INDICATE CERTAIN CRITICAL DIMENSIONS & CLEARANCES AND SITING OF SMALLER ELEMENTS IN RELATION TO THE OVERALL. FOR FULL SITE LAYOUT, OVERALL DIMENSIONS, AND LAYOUT OF CURVED PATHS & RADII, CONTRACTOR SHALL REQUEST CAD DESIGN FILE PER THE NEXT NOTE. 5.A 2D AUTOCAD 2020 FILE (FOR THE SOLE PURPOSE OF HORIZONTAL LAYOUT) WILL BE PROVIDED TO THE CONTRACTOR AT THE BEGINNING OF THE PROJECT'S CONSTRUCTION. THE AUTOCAD FILE WILL PROVIDE FOR HORIZONTAL LAYOUT OF CIVIL UTILITIES (SEWER AND WATER) AND PAVING (WALKS, DRIVES, CURBS) SHOWN ON PLAN VIEWS OF THE CIVIL AND LANDSCAPE DRAWINGS. PRIOR TO RELEASE OF AUTOCAD FILE, SUBMIT REQUEST FOR "ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) FORM" THROUGH PROJECT'S ESTABLISHED RFI PROCESS. FOLLOWING RECEIPT OF SIGNED EITA FORM, THE DESIGN TEAM WILL PREPARE AND DELIVER CAD FILES FOR CONTRACTOR'S USE TO CONSTRUCTION MANAGER WITHIN SEVEN (7) BUSINESS DAYS. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR CONCERNS RELATED TO THE AUTOCAD FILE, HARD COPY DRAWINGS AND SITE CONDITIONS PRIOR TO LAYOUT. 6.USING CONTRACTOR'S PREFERRED METHOD (STRING, CHALK PAINT, OR OTHER), CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER FOR REVIEW OF THE LAYOUT OF PLAY EQUIPMENT SAFETY ZONE AND ITS ADJACENT CURBS AND FEATURES, IN RELATION TO THE SURROUNDING IMPROVEMENTS PRIOR TO INSTALLATION OF ANY OF THESE ITEMS. 7.ALL POSTS ARE DIMENSIONED FROM CENTER TO CENTER UNLESS SPECIFICALLY INDICATED OTHERWISE. 8.PATHWAY EDGES SHALL BE PARALLEL ALONG THE ENTIRE LENGTH OF PATH UNLESS OTHERWISE INDICATED. 9.ALL CURVES SHALL BE SMOOTH, CONTINUOUS AND TANGENT TO OTHER CURVES & EDGES. 10.IN AREAS WHERE NEW CONCRETE IS JOINED WITH EXISTING CONCRETE, THE CONNECTION SHALL BE MADE AT THE NEAREST SCORE LINE. 11.ALL CONCRETE SURFACES SHALL HAVE A MEDIUM BROOM FINISH AND BE APPROVED BY THE ENGINEER, EXCEPT WHERE SHOWN OTHERWISE. 12.ISOLATION (EXPANSION) JOINTS AS DETAILED PER 2/L3.00 ARE REQUIRED AT ALL PAVEMENT ABUTTING A VERTICAL FACE OF BUILDING, WALL OR CURB (RAISED AND FLUSH). 13.PAVEMENT EXPANSION JOINTS SHALL RECEIVE SMOOTH ROUNDED SLIP DOWELS, AS DETAILED. 0 10'20'5' LAYOUT PLAN - WEST L2.10 23 SCORE JOINT DETAIL PLAN A SCORE JOINT DETAIL PLAN B AD A A D A AD A ADA ADA ADA A D A A D A ADA ADA AD A ADA ADA A D A AD A AD A AD A ADA AD A 2 L3.04 C L CL 8 ' - 0 " T Y P . 6 ' - 0 " 5 ' M I N . 8'- 0 " T Y P . 8'-0" 8'- 0 " T Y P . 5'-0" M I N . 8'-0" 4'- 0 " 5'-0" MIN. 4'- 0 " 4 ' - 0 " 9'-0" 6'-6 " 4'-7" 5'-8" 5 ' M I N . 8 ' - 0 " 4'-0 " 4'-8" 4'-0" PLAYGROUND MANUFACTURER TO PROVIDE PLAY SAFETY ZONES PER ASTM, TYP. 2'-0 " ± 12'- 0 " 1'-0" 1'-6 " 3' - 0 " 2'-6" ± 3'-6" 8'-0 " 6'-0 " 8'- 0 " A CG G G G G G G E E C E C EC C C C C C C C C C C C E E E E E E E E E E C C C C C C E E C CC C C E E E E E FOR TRANSFER BOULDER DIMENSIONS, SEE SAND PLAY DETAIL 4'-0 " 4'-0 " 3 E Q 3 E Q 4 EQ 2'-0" 3 EQ 3 EQ 4 EQ2 E Q 8 E Q SEE SCORE JOINT DETAIL PLAN B AT RIGHT C L C L C L 3 E Q 4' - 4 " T Y P . CL EQ EQ CL 1'-1" R 1 0 ' - 0 " R 1 1 ' - 0 " R 1 5 ' - 0 " 1 ' - 0 " 24 ° C L EQ EQ 3 E Q 4 ' - 0 " EJ EJ E J EJ EJ E J EJ EJ EJ EJ EJ LEGEND 1 L3.05 1 L3.05 3 L3.05 1 L3.03 2 L3.04 CL CENTER LINE LIMIT LINE MATCH LINE EXISTING TREE PROPOSED TREE LOCATION ALIGN STEPPING STONES (AT GRADE) ROUNDED BOULDER FLAT-TOPPED & TRANSFER BOULDERS A FT-X FT-X CD G TX ORNAMENTAL METAL FENCE & GATES OVERHEAD FEATURES PLAY SAFETY ZONE DESIGNATED COMPANION SEATING AREA (48" x 30" MIN.)ADA EJ EXPANSION JOINT Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 2 . X - L A Y O U T _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 LAYOUT PLAN - EAST NORTH 0 10'20'5' L2.11 24 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 1 _ 3 0 9 0 2 . D W G SHEET 25REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 Scale: NTSINTEGRAL CONC. CURB AT SS 8" R 1/ 2 " 1'-0" 2% MAX. CROSS SLOPE, SEE GRADING PLAN TYP. PEDESTRIAN CONC. PAVING, SEE 1/C6.00 POUR CURB INTEGRAL WITH CONCRETE PEDESTRIAN PAVING FINISH GRADE OF SYNTHETIC SAFETY SURFACING, SEE MATL'S PLAN FOR TYPE COMPACTED AGGREGATE BASE, PER GEOTECH REPORT #4 HORIZONTAL REBAR, CONTINUOUS, (2) TOTAL 1.FINISH: LIGHT TO MEDIUM BROOM NOTES: SUBGRADE, PER GEOTECH REPORT 6X6 #10WWM Scale: NTSFLUSH CONC. CURB VARIES 6-12", SEE PLAN 1'-0" 2" TO ALLOW FOR TAPERED MULCH ADJACENT SURFACE VARIES, SEE PLAN. WHERE PLANTING IS ADJACENT, TOP OF GRADE AT PLANTING AREA IS AS SHOWN. SURFACE MAT'L VARIES, SEE MATL'S PLAN FOR TYPE. D.G PAVING AND SAFETY SURFACING FINISH GRADES TO BE FLUSH WITH CURB. R 1 / 2 " SUBGRADE, SEE GEOTECH REPORT #4 HORIZ. REBAR CONT. @ TOP & BOTTOM NOTES: 1.FINISH: LIGHT TO MEDIUM BROOM #4 AT 24" O.C. VERTICAL Scale: 1 1/2" = 1'-0"RAISED CURB #4 VERTICAL REBAR @ 24" O.C. CENTERED IN CURB TOP OF GRADE AT ADJACENT PLANTING AREA 6" #4 HORIZONTAL REBAR CONTINOUS [2] TOTAL. HOLD BACK 2" MIN. @ EXPANSION JOINTS (TYP.) CONCRETE CURB 1'-2" MIN AT SSS (10" AT OTHER CONDITIONS) SAFETY SURFACING, SEE PLAN FOR TYPE NOTES: 1.FINISH: LIGHT TO MEDIUM BROOM 2" 2" 1/2" RADIUS, TYP. 6" SUBGRADE, PER GEOTECH REPORT 2" TO ALLOW FOR TAPERED MULCH PLANTING SOIL, SEE SPECS NOTES: 1.EXPANSION JOINTS USING 1/4 " PREMOLDED JOINT FILLER (FELT) SHALL BE INSTALLED AT 60' INTERVALS MAXIMUM. 8" TYP. EQ.EQ. 6" 3" 3" PLANTING AREA WITH PLANTING TOPSOIL AND MULCH, SEE SPECS. FINISH GRADE 1" MIN, 1-1/2" MAX. BELOW SURFACE TURF AREA (1/2" MAX. SETTLEMENT) FINISH SURFACE OF CONCRETE MOWBAND (LIGHT TO MEDIUM BROOM FINISH) #4 REBAR, CONT. COMPACTED AGGREGATE BASE, PER GEOTECH REPORT 1/2" CONCRETE MOWBAND SCALE:1 1 2" = 1'-0" COMPACTED SUBGRADE, PER GEOTECH REPORT 6" Scale: 3" = 1'-0"DECOMPOSED GRANITE PAVING NOTES: 1.PROVIDE STEEL HEADER AT EDGE OF D.G. PAVING AS SHOWN ON PLAN, PER 2.WHERE ADJACENT TO PAVING, D.G. TO BE FLUSH TO PAVING 3.SEE SPECS FOR COLOR AND BINDER INFORMATION. DECOMPOSED GRANITE, MIXED WITH ORGANIC BINDER AND APPLIED PER MANUF.'S INSTRUCTIONS (SEE SPECS.) SUBGRADE, PER GEOTECH REPORT 95% COMPACTED AGGREGATE BASE 4" 4" 10 - Scale: 1" = 1'-0"METAL HEADER AT DG PAVING STEEL HEADER (SEE NOTES)6" 1'-6" 1" 1 1/2" STEEL STAKE, BLACK 4' O.C. AND AT ALL WILD ENDS FINISH GRADE AT MULCH STEEL HEADER STABILIZED DECOMPOSED GRANITE PAVING. NOTES: 1.HEADER SHALL BE COL-MET BLACK POWDER COATED 12-GAUGE STEEL 2.WHERE HEADER SEPARATES TWO PLANTING AREAS, BOTH PLANTING AREAS SHALL BE PER PLANTING AREA SECTION BELOW. TOP OF PLANTING SOIL, ADJUST TO FULL PLANTING DEPTH WITHIN 12" OF HEADER 1'-0" FINISH GRADE STEEL STAKE, BLACK 4' O.C. AND AT ALL WILD ENDS OF HEADER COMPACTED AGGREGATE BASE, PER GEOTECH REPORT COMPACTED SUBGRADE, PER GEOTECH REPORT Scale: NTSPIP SAFETY SURFACING (PIPSS) NOTES: 1.TOTAL DEPTH OF POURED IN PLACE SAFETY SURFACING (PIPSS) TO BE DETERMINED BY MANUFACTURER BASED ON HIGHEST DESIGNATED PLAY SURFACE FOR EACH PLAY ELEMENT. 2.EDGE CONDITIONS VARY, SEE MATERIALS PLAN 3.SLOPE SURFACE 2% MAX. TO DRAIN, SEE GRADING PLAN 12" 9" LAP SUBGRADE PER GEOTECH REPORT COMPACTED AGGREGATE BASE PER GEOTECH REPORT POURED-IN-PLACE SYNTHETIC SAFETY SURFACING SUBSTRATE: SBR CUSHION LAYER. DEPTH VARIES, SEE NOTE 1. AT COLOR CHANGE AND COLD JOINT, STEP JOINT: 1/2 OF SLAB THICKNESS IN DEPTH, 9" MIN. IN WIDTH 1/2" EPDM WEAR SURFACE. SEE SPECS FOR COLOR. Scale: 3/8" = 1'-0" SYN. TURF SS (STSS) ON AGG. BASE PERSPECTIVE INFILL - HIDDEN, NON ABRASIVE INFILL. CRUMB RUBBER RECOMMENDED. ENVIROFILL COATEC SAND OR NON-INFILL OPTION AVAILABLE BACKING - UNIQUE PROPRIETARY, MULTI-LAYERED, PREMIUM BACKING, SYSTEM WITH MICROMECHANICAL SEAMING TECHNOLOGY. COMPACTED AGGREGATE BASE, PER GEOTECH REPORT TREATED LUMBER NAILER BOARD TYPICALLY 2X4 MOUNTED 1/2" TO 3/4" BELOW CONCRETE SURFACE, AND SECURED WITH CONCRETE FASTENERS EVERY 2' SAFETYCEL™ - 4" SAFETYCEL™ (DUPONT™ GROUNDGRID™ FILLED WITH 3/4" CHUNK RUBBER) SAFETY CEL RECOMMENDED FOR HIGHER FALL HEIGHTS BY MANUFACTURER CONCRETE ANCHOR FOREVERLAWN SYNTHETIC TURF 1" STAPLES ONE INCH LONG, 1/4" CROWN GALVANIZED STAPLES PLACED WITHIN AN INCH OF CONCRETE, SPACED 3" APART. CONCRETE EDGE CONDITION SHOWN. EDGE CONDITIONS VARY, SEE MATERIALS & LAYOUT PLANS. ALSO SEE DTL 11/THIS SHEET FOR BOULDER EDGE AT STSS. LANDSCAPE NOTES: 1.TOTAL DEPTH OF SAFETY SURFACING TO BE DETERMINED BY MANUFACTURER TO BASED ON HIGHEST DESIGNATED PLAY SURFACE FOR EACH PLAY ELEMENT. 2.INSTALLATION TO FOLLOW MANUFACTURER'S INSTRUCTIONS. 3.SEE GEOTECH REPORT FOR AGG. BASE AND SUBGRADE REQUIREMENTS. 4.SEE CIVIL DRAWINGS FOR SUBSURFACE DRAINS. 5.CONCRETE BASE TO BE USED AT SYN. TURF SAFETY SURFACING (STSS) WHEREVER SLOPES ARE GREATER THAN 4:1. SEE DTL. 8/THIS SHEET. FOR ALL OTHER AREAS OF STSS, THIS DETAIL APPLIES. Scale: NTSSYN. TURF SS (STSS) ON CONC. BASE NOTES: 1.CONCRETE BASE TO BE USED AT SYNTHETIC TURF SAFETY SURFACING (STSS) WHEREVER SLOPES ARE GREATER THAN 4:1. FOR ALL OTHER AREAS, SEE DETAIL 7/THIS SHEET FOR STSS WITH AGG. BASE. 2.TOTAL DEPTH OF SAFETY SURFACING TO BE DETERMINED BY MANUFACTURER BASED ON HIGHEST DESIGNATED PLAY SURFACE FOR EACH PLAY ELEMENT. 3.FOR EDGE AT PAVING, SEE DETAIL 7/THIS SHEET AND MANUFACTURER INSTRUCTIONS 3" SLOPE TO DRAIN PER GRADING PLAN SUBGRADE, PER GEOTECH REPORT CONCRETE BASE SAFETY SURFACING CUSHION LAYER. DEPTH VARIES, SEE NOTE 2. SYN. TURF SAFETY SURFACING UPPER LAYER COMPACTED AGGREGATE BASE, PER GEOTECH REPORT TYPICAL SECTION: SCALE: 3" = 1'-0" 3 1/2" #3 REBAR 24"OC. EACH WAY MID-SLAB. 1 2 3 4 5 6 7 8 109 11 CONSTRUCTION DETAILS L3.00 BOULDER EDGE AT STSS SCALE: NTS Scale: 1 1/2" = 1'-0"CONCRETE JOINTS NOTES: 1.PROVIDE CONTRACTION JOINTS PER L2.10/L2.11 LAYOUT PLANS. 2.PROVIDE EXPANSION JOINTS PER L2.10/L2.11 LAYOUT PLANS, AND WHERE NEW PAVING MEETS EXISTING, AND AT ALL LOCATIONS WHERE CONCRETE PAVING MEETS VERTICAL SURFACE (CURBS, WALLS, ETC.) EXCLUDE STEEL DOWEL AT EXPANSION JOINTS ALONG VERTICAL SURFACES. 3.JOINT SEALANT TO MATCH PAVING. CONTRACTOR TO APPLY SILICA SAND (30 GRIT) TO EXPOSED SURFACE OF SEALANT AT ALL EXPANSION JOINTS. CONTRACTION JOINTEXPANSION JOINT 18" LONG #4 SMOOTH STEEL DOWEL IN PVC SLEEVE, TYP. FOR NEW CONSTRUCTION. (#3'S TYP. AT EXISTING CONC. CONDITION.) INSTALL AT 30" O.C. (TYP.) FOR NEW AND EXISTING 1/2" R TOOLED EDGE, TYP. 3/8" EXP. JOINT (SEE NOTES) POLYURETHANE SEALANT: PVC SLEEVE ONE SIDE 1 8 IN. WIDE SAWCUT CONTROL JOINT, SAWCUT TO 1/4 DEPTH OF SLAB. TYP. FOAM BACKER ROD 3/8" EXPANSION MATERIAL CONCRETE AGGREGATE BASE COURSE PER SPEC SECTION 31 20 00 PREPARED SUBGRADE, PER SPEC SECTION 31 20 00 EQ. EQ. PVC SLEEVE ONE SIDE Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 1 _ 3 0 9 0 2 . D W G SHEET 26REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NOTES: 1.SEE GRADING PLAN FOR RISER/ELEVATION INFO. 2.NUMBER OF STEPS IN EACH SECTION VARIES, SEE STAIRWAY PLAN 3.SECTION INTENDED TO SHOW VARIOUS CONDITIONS FOR CONCRETE AND HANDRAILS AT TOP, BOTTOM, AND LANDINGS. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION OF RAILINGS. 4.CONC. COLOR: SEE CIVIL SPECS. 5.CONCRETE FINISH: LIGHT TO MEDIUM BROOM 6.REBAR TO BE 3" MIN. CLR. FROM ALL EDGES. 7.SEE MATERIALS SCHEDULE AND METAL FAB. SPECS FOR ADDITIONAL INFORMATION. SCALE: 1"=1'-0"C.I.P CONC. STAIRS AND HANDRAILS 8" 6" AGGREGATE BASE PER GEOTECH REPORT HANDRAIL, ADULT HEIGHT 6'0" 2'-0" FINISH GRADE, SEE GRADING PLAN CROSS SECTION #4 BARS, 12" O.C. EACH WAY, 2" CLR. FROM ALL EDGES SUBGRADE PER GEOTECH REPORT 3" CLR. LONGITUDINAL SECTION CONCRETE, SEE SPECS. 8" CONCRETE CHEEK WALL EXPANSION JOINT (SIM. NO DOWEL) 2 L3.00 EQ EQ HANDRAIL POST TOP LANDING EMBED 1'-0" SCALE: 1/4"=1'-0"STAIRWAY PLAN (6) RISERS (4) RISERS (3) RISERS 3'-0" 5'-0" 2'-0" 6'-0" 6'-6" 6'-6" 6'-0" ± 4'-0" 1.1/2" RAD. 2.THIN SET WARNING STRIP INSERT BY PASSAGE SECURITE OR EQUAL. SET THE ENTIRE LENGTH OF EACH STEP. STRIP SHALL BE OF A CONTRASTING COLOR, BLACK, EXTRUDED; MANUFACTURED BY AMERICAN SAFETY TREAD CO. INC. OR EQUAL. 3.#4 NOSING BAR, 4" HOOK AT EACH END TYP. LEGEND PER GRADING PLAN 1"2" 2" 1/4" 1" 2" AT STAIR BOTTOM: 1'+ WIDTH OF TREAD 6" MIN. 1'-0" 1'-0" #4 BARS, 12" O.C. EACH WAY, 3" CLEAR FROM ALL EDGES 2 L3.00 1'-0" #4 NOSING BAR, 4" HOOK AT EACH END TYP. EXPANSION JOINT, TYP. (SIM. NO DOWEL) 1 C6.00 PEDESTRIAN CONCRETE PAVING 3'-0" 1 C6.00 PEDESTRIAN CONCRETE PAVING TYP. HANDRAIL CONDITION AT LANDINGS WHERE CONTINUOUS ON PLAN, ADJUST PER PLAN DIMENSIONS AT TOP OF EACH STAIR SECTION: (2) #4 TOP AND BOTTOM, WITH #4 STIRRUPS AT 24" O.C. , 2'-0" TYP. AT TOP OF STAIR SECTIONS 6" MIN. 1'-0" 1'-0" 1'-0" HANDRAIL, ADULT HEIGHT 1 C6.00 PEDESTRIAN CONCRETE PAVING 2'-0" 3'-0" 2'-0" 3'-0" 2'-0" 3'-0"2'-0" EVENLY SPACE VERTICAL POSTS 5'-0" MAX. 1'-1" MIN. ALIGNED WITH NOSING EDGE NOSING ENLARGEMENT 1/2" 1-1/2" 1.HANDRAIL: 1-1/2" X 1/2"; STEEL FLAT BAR; 1-1/2" CLEAR OF ADJACENT WALL WHERE APPLICABLE. 2.POST: 1-1/2" X 1/2"; STEEL FLAT BAR. 3.EASE ALL EDGES. A.SEE MATERIALS SCHEDULE AND SPECS FOR ADDITIONAL FINISH INFORMATION. B.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. C.ALL WELDS TO BE CONTINUOUS. D.GRIND ALL WELDS SMOOTH. E.DEBURR & EASE ALL EDGES SMOOTH. 1/8" RAD. TYP. POST LEGEND NOTES HANDRAIL/POST ENLARGEMENT HANDRAIL, KID HEIGHT HANDRAIL, KID HEIGHT HANDRAIL POST HANDRAIL, TYP. 1'-0" 1" 1% MIN. SLOPE, TYP. 3'-0" 2'-6" 3'-0" 2'-6" LANDING LANDING BOTTOM LANDING SCORE JOINTS, TYP. PA STSS PA PA 6'-6"± 1 CONSTRUCTION DETAILS L3.01 033000 SPECS SEE 033000 SPECS Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 1 _ 3 0 9 0 2 . D W G SHEET 27REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 305.00 300.00 295.00 PATH CONTINUES BEYOND WALL NOTE: LINE DEPICTS 42" FROM GRADE, THE MIN. HEIGHT FOR THE REQUIRED GUARD RAIL EDGE PATH TO SLIDE HILL RAISED CONC. CURB CURB AND GRADES BEYOND SECTION CUT 7'-6" 3'-6" (5) 8" DIAM. AND (5) 12" DIAM. OPENINGS IN CONC. TO RECEIVE COLOR INSERTS, SEE NOTES. CHALK ART FINISH ON THIS FACE OF WALL (TYPE A PAINT FINISH), HOLD BACK 2" FROM EDGES. PLANTING AREA PLANTING AREA & BOULDER SCRAMBLE PATH TO SLIDE HILLSYN. TURF SAFETY SURFACING 300.0 305.0 295.0 4'-6" HEIGHT SHOWN AT CUT, VARIES DEPENDING ON PATH GRADES. 42" MIN. REQUIRED TO SERVE AS GUARD RAIL 7'-6" MAX. HEIGHT CHALK ART FINISH, THIS SIDE CONC. PATH TO SLIDE HILL SYN. TURF SAFETY SURFACING 1'-0" APPROX. ELEVATION 297.5, SEE GRADING PLAN Scale: 3/8" = 1'-0"CONC. WALL WITH CHALK ART FINISH TYP. WALL SECTION ELEVATION SECTION NOTES: 1.SECTION IS DIAGRAMMATIC, SEE STRUCTURAL SHEET FOR REBAR AND FOOTING. 1 S0.02 TOW 305.00, SEE GRADING PLAN 8" TYP. AT (5) SMALL OPENINGS 1'-0" TYP. AT (5) LARGE OPENING TOW ELEVATION 305.0,SEE GRADING PLAN 305.00 300.00 295.00 WALL NOTES: 1.CIRCULAR WALL OPENINGS: BEVEL EDGES TO PREVENT TOEHOLDS OR CREATING A DESIGNATED PLAY SURFACE. PER CPSC, THERE SHALL BE NO ELEVATED SURFACES GREATER THAN 2" X 2" HAVING AN ANGLE LESS THAN 30 DEGREES FROM HORIZONTAL. 2.COLOR INSERTS: COLOR PIECES AND ATTACHMENT FRAME TO BE SOURCED FROM FABRICATOR OF INTERACTIVE ART PIECE, WITH SAME (4) MATCHING COLORS. 3.PROVIDE SHOP DWGS FOR BEVELED EDGES AND ATTACHMENT FRAMES FOR 3FORM COLOR INSERTS. 4.FINISHES: CONCRETE WALL TO RECEIVE SMOOTH RUBBED FINISH, PER SPECIFICATION. CONTRACTOR TO SUBMIT PAINT CHOICES FOR APPROVAL AND FINAL COLOR SELECTION (TWO TYPES). TYPE A: EXTERIOR CHALK PAINT , TYPE B: EXTERIOR PAINT. 5.SAWCUT CONTROL JOINTS, FOR SURFACE CRACK CONTROL. COORDINATE LOCATION OF CONTROL JOINTS WITH OPENINGS AND PAVEMENT JOINTING. FIELD LOCATE AND REVIEW JOINT LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO SAWCUTTING. EXTERIOR CHALK PAINT ON THIS FACE OF WALL (TYPE A PAINT FINISH), HOLD BACK 3" FROM EDGES. EXTERIOR PAINT (TYPE B PAINT FINISH) AT 3" FRAME, TOP, SIDES AND BACK OF WALL ALONG PATH 1" RADIUS, ALL EDGES (4) SAWCUT CONTROL JOINTS. SEE NOTE 5 Scale: 1" = 1'-0"CONC. SEAT WALL 16" ± 16" SEE GRADING PLAN 3" CLR., ALL SIDES 12" MIN CROSS SECTION LONGITUDINAL SECTION FINISH GRADE OF ADJACENT SURFACE, SEE PLAN (2) #4 DOWELS PER JOINT, EXTEND 12" BEYOND EXP. JOINT EXP. JOINT W/ BUTYL CAP, PROVIDE 1/2" CHAMFER AT EDGES (4) #4 HORIZ. REBAR #4 VERT. REBAR AT 18" O.C. MAX. NOTE: 1.CONC. COLOR: SEE CIVIL SPECS 2.CONC. FINISH: SANDBLAST OR TOPCAST TO MATCH A LIGHT SANDBLAST APPEARANCE. 3.PROVIDE EXPANSION JOINTS FOR ANY SECTIONS LONGER THAN 20 FT. PROVIDE SCORE JOINTS EVENLY SPACED AT 8' MAX. SUBMIT SKETCH OF LOCATIONS FOR REVIEW. R 1" T Y P #4 REBAR @ 18" O.C. MAX. (4) #4 HORIZ. REBAR PLANTING AREA, FINISH GRADE VARIES, SCD 1% COMPACTED AGGREGATE PER GEOTECH REPORT SUBGRADE PER GEOTECH REPORT 1 2 3 CONSTRUCTION DETAILS L3.02 Scale: 1" = 1'-0"UPPER SLOPED PATH SUBGRADE PER GEOTECH REPORT NOTES: 1.CONC. COLOR: SEE CIVIL SPECS. 2.CONCRETE FINISH: LIGHT TO MEDIUM BROOM 4" 4" 6" ±, SCD 6" CROSS SECTION 2'-0" MIN 2 L3.0 FINISH GRADE, PLANTING AREA. SEE CIVIL DRAWINGS FOR GRADING PLAN EXPANSION JOINT (SIM. NO DOWEL) PLANTING SOIL, SEE SPECS CONC. CURB, BOTH SIDES PEDESTRIAN CONC. PAVING, SEE 1/C6.00 300 302 301 299 303 304 #4 @ 18" O.C. EW 1/2" RADIUS TYP. 6" MIN. APPROX. EXISTING GRADE #4 @ 18" O.C. EW 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 1 _ 3 0 9 0 2 . D W G SHEET 28REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 AD A A D A A A D A D A ADA AD A AD A 7 L3.00 1 L3.05 1 L3.04 1 L3.11 2 L3.07 11 L3.00 7 L3.00 1 L3.00 8 L3.00 1 L3.05 BOULDER NOTES: 1.BOULDER TRANSFER PLATFORMS TO HAVE MIN. 14" DEEP BY 24" WIDE FLAT AREA AT TOP OF BOULDER, WITH 30" X 48" CLEAR SPACE FOR WHEELCHAIR AT BOTTOM OF BOULDER, CENTERED ON TRANSFER AND OUTSIDE OF THE PLAY EQUIPMENT USE ZONE. INTENDED HEIGHT IS NOTED; ADA REQUIRES 11" MIN. & 18" MAX. 2.BOULDER TRANSFER STEPS TO HAVE MIN. 14" DEEP (IN THE UPHILL DIRECTION OF TRAVEL) BY 24" WIDE FLAT AREA. EACH TRANSFER STEP RISER TO BE 8" MAX PER ADA. SYN. TURF SS ON AGG. BASE SUBGRADE PER GEOTECH REPORT COMPACTED AGGREGATE PER GEOTECH REPORT BOULDER TRANSFER PLATFORM AT BASE, SEE NOTES. WITH (2) TRANSFER HANDHOLDS PER PLAN, SEE NOTES. BOULDER TRANSFER STEPS (TS) FOR OPTIONAL ACCESSIBLE ROUTE, TYP. 8" CONCRETE SLAB WITH #4. 18" O.C. EW 16" SLIDE HILL AREA ENLARGEMENT PLAN STSS 21" CLEARANCE REACH SPACE ZONE PER CODE, BOTH SIDES. (NO SS REQUIREMENT, OK TO USE SMALLEST DEPTH OF CUSHION LAYER IN THIS ZONE AND OTHER EMBANKMENT AREAS NOT NOTED WITH REQUIRED PLAY SAFETY ZONES) SHADE SAIL POSTS, TYP. SEE DTL AND MAT'LS PLAN FOR OVERHEAD SHADE SAILS. TR TS TS TS TS +0 +16" NOTES: 1.GRADING NOTES: ALL ELEVATION CHANGES SHOWN IN ENLARGEMENT PLAN ARE RELATIVE TO THE BOTTOM OF THE HILLSIDE SCRAMBLE AND ARE SHOWN TO CONVEY DESIGN INTENT. SEE GRADING PLAN FOR FINAL ELEVATION INFO. 2.TRANSFER HANDHOLDS (2) AT SHADE SAIL POST: 1 1/8" DIAM. X 16", TO BE SUPPLIED BY SLIDE MANUFACTURER, SEE SPECS. 3.TRANSFER HANDHOLDS (2) AT BOTTOM OF BOULDER ROUTE: 1 1/8" DIAM. X 12", TO BE SUPPLIED BY SLIDE MANUFACTURER, SEE SPECS. SHADE SAIL POSTS, TYP. SEE DTL AND MATERIALS PLAN FOR OVERHEAD SHADE SAILS. 1/4"=1'-0" 1/2"=1'-0" CONC. PAVNG ON AGG. BASE, SCD ROPE PULL HAND GRIPS, TYP. BOLTED TO CONC. BELOW PER MANUFACTURER'S INSTRUCTIONS + 96" AT SLIDE PLATFORM TS TS TS TS TR +16" + 96" AT SLIDE PLATFORM TS ACCESSIBLE BOULDER TRANSFER ROUTE TO TOP OF SLIDE HILL: (SEE BELOW AND DETAILED BOULDER NOTES AT RIGHT.) ·ROUTE BEGINS WITH (2) BOULDER TRANSFER PLATFORMS (TR) WITH TRANSFER HANDHOLDS (SEE NOTE 2) AND ADJACENT ADA WHEELCHAIR SPACE AS SHOWN. ·ROUTE CONTINUES WITH SERIES OF STEPPED BOULDERS THAT MEET ACCESSIBLE TRANSFER STEP (TS) CRITERIA AT RIGHT. ADDITIONAL BOULDERS, TYP. STSS STSS STSS STSS STSS STSS 96"+ SUBGRADE PER GEOTECH REPORT COMPACTED AGGREGATE PER GEOTECH REPORT EXTEND CONC. FOOTINGS FOR TOP-OF-SLOPE BOULDERS CONCRETE TRANSFER AT TOP OF BOULDER TRANSFER ROUTE. FACILITATES TRANSFER TO BOTH SLIDE ENTRIES. ±14.4", SCD ADDITIONAL BOULDERS BEYOND, TYP. A B C EACH BOULDER TRANSFER STEP TO BE 6" TO 8" MAX., (11) TOTAL AT AVERAGE OF 7.3" EACH. 2'-0" INTERACTIVE ART FEATURE PLAY SAFETY ZONE WITH REQUIRED SAFETY SURFACING (SS), SEE PLAY EQUIP. DETAILS FOR EACH FEATURE'S CRITICAL FALL HEIGHT TO DETERMINE THE REQUIRED DEPTH. WIDE STRAIGHT EMBANKMENT SLIDE WITH CUSTOM INCLUSIVE PLAY EXIT SPACE AT BOTTOM ADA CLEAR SPACE FOR WHEELCHAIR TRANSFER, TYP. 8'-0" TS, TYP. FREE HILLSIDE PLAY SPACE WITH SYN. TURF SAFETY SURFACING (STSS) GRADE BREAK AT TOE OF SLOPE, SCD BOULDER EDGE AT STSS GEMINI EMBANKMENT SLIDE. 21" CLR AREAS BOTH SIDES OF SLIDES, SIMILAR TO OTHER SLIDE. NOTE: SEE SECTION A FOR ADD'L MAT'L INFO SECTION C - AT CURB / STSS SLOPE 1/2"=1'-0" STSS ON AGG. BASE AT SLIDE BOTTOM STAINLESS STEEL SLIDE CONCRETE THICKENED EDGE AT FOOT OF SLOPE SECTION A - AT STRAIGHT SLIDE AND STSS SLOPE STSS ON CONCRETE BASE AT HILLSIDE SLOPES GREATER THAN 4:1, WITH #4 AT 18" O.C. EACH WAY HILLSIDE SLOPE IS PARALLEL WITH SLIDE BED GRADE UNTIL GRADUALLY FLATTENING OUT TOWARDS THE SLIDE EXIT, AS SHOWN. CONTRACTOR TO VERIFY NO OPENINGS OF 3 1/2" TO 9", BOTH SLIDES, PER PLAY SAFETY HEAD ENTRAPMENT GUIDELINES. SIM. 1/2"=1'-0" WITH CUSTOM INCLUSIVE EXIT SPACE, SEE PLAY EQUIP. DETAILS 8'-0" SUBGRADE PER GEOTECH REPORT 4" COMPACTED AGGREGATE PER GEOTECH REPORT 14.4" ± SCD 11" 2'-6" CLR. ADA SPACE FOR WHEELCHAIR TRANSFER WIDE STRAIGHT EMBANKMENT SLIDE, WITH POSTS AND DUCK UNDER BAR. ATTACHMENT, BASE MATERIALS AND FOOTINGS SIMILAR FOR BOTH EMBANKMENT SLIDES. SLIDE POST FOOTINGS BEYOND, SIZES PER MANUFACTURER WITH (4) #5 VERTICAL BARS AND #3 AT 6" O.C. TIES ALIGNMENT OF 10' RADIUS CIRCLE FOR REFERENCE, SEE PLAN SCALE AS SHOWNSLIDE HILL AREA - ENLARGEMENT PLAN AND SECTIONS PLAY SAFETY ZONE WITH REQUIRED SAFETY SURFACING (SS), SEE PLAY EQUIP. DETAILS FOR EACH FEATURE'S CRITICAL FALL HEIGHT TO DETERMINE THE REQUIRED DEPTH. 1 L3.06 1 L3.07 1 L3.06 #4 AT 18" O.C. EW ON ALL FACES 11 L3.00 21" CLR. 3 L3.07 TS, TYP. 2 L3.02 CONC. SEATWALL BOULDER EDGE AT STSS 3 L3.00 RAISED CURB, SCD FOR EXACT HEIGHT RAISED CONC. CURB 3 L3.00 #4 DOWELS, 24" O.C. SECTION B - AT TOP CONC. TRANSFER / BOULDER TRANSFER STEP ROUTE ALIGNMENT OF 10' RADIUS CIRCLE FOR REFERENCE, SEE PLAN PA PA PA PA PA 1 L3.07 21" CLR. TSTS +0 + 96" + 96" R 4' - 0 " R 1 0 ' - 0 " +0 +0 SLIDE POST FOOTINGS BEYOND, SIZES PER MANUFACTURER, WITH (4) #5 VERTICAL BARS AND #3 AT 6" O.C. TIES 10" 2'-3" ALIGNMENT OF 10' RADIUS CIRCLE FOR REFERENCE, SEE PLAN 2'-0" TRANSFER HANDHOLDS (2), SEE NOTE 3. 302.60 *304.60 303.60 301.60 300.60 298.60 299.60 297.60 *296.60 APPROX. EXISTING GRADE #4@18" O.C. x 4'-0" DOWELS CENTERED ON JOINT *296.60 ADDITIONAL SIDE PANELS, BOTH SIDES, TO BE PROVIDED BY MANUFACTURER TO AVOID AN OPENING SMALLER THAN 9" CONC. TRANSFER, WITH #4 AT 18" O.C. EACH FACE CONC. CURB, SCD FOR ELEVATION CONC. TRANSFER 1" RADIUS TYP. CONCRETE TRANSFER AT TOP, FACILITATES TRANSFER TO BOTH SLIDE ENTRIES. CONC. FINISH: SANDBLAST OR TOPCAST TO MATCH A LIGHT SANDBLAST APPEARANCE. CONC. COLOR: SEE SPECS. 1 CONSTRUCTION DETAILS L3.03 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 1 _ 3 0 9 0 2 . D W G SHEET 29REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.migcom.com 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 CONSTRUCTION DETAILS L3.04 1 SAND PLAY AREA A D A ADAAD A AD A AD A AD A A D A A 1 L3.05 D - 1 L3.05 2 L3.05 SAND AREA - SITE SECTION Scale: 1/2" = 1'-0" DEEP CURB AT DECK/SAND EDGE, SEE DTL C BELOW SUBSURFACE DRAIN, SEE CIVIL DWGS SLOPE SUBGRADE 2% MIN. TOWARDS DRAIN A LOG EDGE AT SAND/PLANTING 16" DIA. MIN WOOD BOULDER NOTES: 1.FLAT BOULDERS FOR TRANSFERRING TO SAND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 2.BOULDERS SHALL BE ROUNDED FIELD STONE, PER SPECS. SOLID, NON-CRUMBLING ROCK, FREE OF SHARP CORNERS, OPEN CRACKS, OR HOLES. SEE TYP. BOULDER INSTALLATION DTL. FOR MORE INFO. 3.FLAT BOULDERS SHALL BE SET CLOSELY TOGETHER AND FIRMLY INTO THE CONCRETE SETTING BED SO THAT THEY WILL NOT ROLL, ROTATE, OR SETTLE. DECKING NOTES: 1.ALL STRUCTURAL MEMBERS, UNLESS SPECIFIED OTHERWISE TO BE ACQ. PRESSURE-TREATED LUMBER. 2.ALL DECKING TO BE SUSTAINABLY HARVESTED IPE. 3.ALL HARDWARE TO BE GALVANIZED. 4.ALL REBAR TO BE 3" CLR. FROM EDGES. DECK, SEE DTL C BELOW AND DECKING NOTES NORTH PLAN - SAND AREA Scale: 1/8" = 1'-0" BOULDER EDGE AT SAND PLAY LOG SEATING / SAND EDGE PA COUNTERSINK 1 2" PIPE & INSERT WOOD PLUGS FROM THE SAME WOOD SIZED TO MATCH THE DRILLED HOLE. SECURE FLUSH 2/ EPOXY GLUE COMPACTED SUBGRADE 12" MIN. SAND DEPTH AT EDGE SLOPE TO 18" MIN. SAND DEPTH WITHIN 2'-0" OF EDGE DECKING AT SAND AREA RAISED SAND TABLE, PRECAST CONCRETE SAND PLAY AREA SUBSURFACE DRAIN, SEE CIVIL DRAWINGS FOR EXACT LOCATION AND DTLS BOULDER, PROVIDE CONC. SETTING BED AT SAND PLAY AREA INTERIOR BOULDERS, REGARDLESS OF BOULDER SIZE LOG NOTES: 1.CONTRACTOR TO PREP WOOD BY REMOVING BARK. CONTRACTOR TO SAND TOP AND PROVIDE CHAMFER AT EDGE FOR INFORMAL SEATING OPTION. LANDSCAPE ARCHITECT SHALL APPROVE FINISH. 2.TREAT ALL PEELED LOG WOOD ELEMENTS WITH TIMBER PRO UV INTERNAL WOOD STABILIZER PER MANUFACTURER'S SPECIFICATIONS. Contact Info: Timber Pro UV (USA) 2232 E. Burnside Ave., Portland, OR, 97214, http://timberprocoatings.com/, (510 232-1705) SECTION AA - DECK CROSS SECTION DECKING 2X6 JOISTS, 16" OC MAX, TYP. ALIGN 5/8" ANCHOR BOLT, GALV (TYP) @ 32" O.C. WITH 4" EMBEDMENT GUSSET ANGLES OR JOIST HANGER (GALV) SECURED BY MANUFACTURER'S RECOMMENDATIONS 2 X 6 DECKING, TYP. SURFACE TO BE FLUSH WITH ADJACENT PAVING 2x6 JOIST, PT, CONTINUOUS (TYP) @ 16" O.C. MAX PEA GRAVEL 2x6 LEDGER SECTION BB: DEEP CURB & DECK ATTACHMENT AT CONCRETE PAVING SECTION BB: DEEP CURB & DECK ATTACHMENT AT SAND PROVIDE 3 4" DIA. PVC PIPE WEEPHOLES @ 24" O.C. TO PLANTING AREA AT PEA GRAVEL LEVEL COMPACTED SUBGRADE #4 HORIZ. REBAR CONT. @ TOP, MIDDLE & BOTTOM #4 AT 24" O.C. VERTICAL SAND PROVIDE 3/4" DIA. PVC PIPE WEEPHOLES @ 24" O.C. TO SAND AREA AT PEA GRAVEL LEVEL CONCRETE CURB AT SAND 6" 4" DECKING AT SAND AREA Scale: 1/2" = 1'-0"C Scale: 1/2" = 1'-0" TRANSFER BOULDERS INTO SAND 1/2" GALVANIZED IRON PIPE. TWO PER LOG SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION NOTES: 1.DTL SHOWS RELATIONSHIP OF BOULDER TO SAND PLAY AREA. SEE TYP. BOULDER INSTALLATION DTL FOR ADD'L INSTALL REQUIREMENTS. 2.SEE MAT'LS SCHEDULE & STONE SPECS FOR BOULDER INFORMATION FINISH GRADE OF ADJ. SURFACING (SEE PLAN) FOR BOULDERS LESS THAN 2' DIAM., PROVIDE CONCRETE SETTING BED SAND BOULDER EDGE AT SAND Scale: 1/2" = 1'-0"D TYP. BOULDER INSTALLATION PRECAST CONCRETE SAND PLAY TABLE BEYOND, SEE DTL B BELOW B C - SAND AREA - SAND PLAY TABLE SECTION Scale: 1/2" = 1'-0"B DECK, SEE ENLARGMENT 2'-6" MAX. 8" 9" MIN. 1'-6" MIN. 2'-0" MIN. TOP OF SAND APPROX. 2" BELOW DECK 2'-6" FOOTING 18" FOOTING PRECAST PITCHED TO DRAIN PRECAST WEEPHOLES WITH SCREEN AND RUBBER FITTING, PROVIDED BY MANUFACTURER 5'-0" 1'-0" HATCH DENOTES REQUIRED ADA CLEARANCE FOR SAND TABLE FROM FINISHED GRADE OF DECK SAND TABLE NOTES: 1.SAND TABLE TO BE PRECAST CONCRETE, SEE SPECS. 2.SAND TABLE MUST MEET ACCESSIBILITY REQUIREMENTS TO ALLOW FOR FORWARD FACING WHEELCHAIR APPROACH, SEE HATCHED AREA& NOTE ON SECTION. 3.MANUFACTURER TO SUBMIT FINAL SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. 4.TO BE MANUFACTURED IN TWO SYMMETRICAL HALVES FOR EASIER PLACEMENT ON SITE. MANUFACTURER TO PROVIDE NOTCHES TO AID IN PLACEMENT BY FORKLIFT. 5.SEE MATERIALS AND LAYOUT PLANS FOR LOCATION. CONTRACTOR TO VERIFY EXACT PLACEMENT OF FOOTING BASED ON FINAL SHOP DWGS. CAST IN 3/4" DIA. INSERTS WITH 12" L COIL ROD TO AID IN ANCHORING. (4) IN EACH HALF, (8) TOTAL. SPACING TBD BY MANUFACTURER'S SHOP DWG. 1'-0" SAND BASIN DEPTH 1'-6 1/2"2'-6"11 1/2" PLANTING AREA (PA) OUTSIDE OF LOGS PA PA PRECAST CONCRETE SAND TABLE, 3 1/8" THICKNESS AT THINNEST AREAS. 1 L3.05 TYP. BOULDER INSTALLATION DECK PLAN BB BB SAND CONCRETE PATHWAY 2x6 LEDGER. ATTACHED TO CURB WITH 5/8" GALV. ANCHOR BOLT DEEP CONCRETE CURB AT SAND EDGE 2x6 JOISTS, 16" OC MAX, TYP. CONC. CURB BELOW DECKING AT ALL EDGES. SEE PLAN FOR ADJACENT BOULDERS/LOGS 2x6 DECKING EVENLY SPACED. ATTACH TO JOIST W/ GALV. DECK SCREWS. FOLLOW PATTERN INDICATED, 2 PER BOARD AT EACH JOIST. AA AA CONC. CURB BELOW DECKING AT ALL EDGES. SEE PLAN FOR ADJACENT BOULDERS/LOGS 2'-0" 2'-7 1/2" AT SAND EDGE CONC. PAVING, SEE CIVIL DWGS WITH INTEGRAL CURB WITH #4 CONTINUOUS AT TOP AND BOTTOM 2'-0" 2x6 JOIST, CONT (TYP) @ 16" O.C. MAX 2x6 LEDGER GUSSET ANGLES OR JOIST HANGER (GALV) SECURED BY MANUFACTURER'S RECOMMENDATIONS 5/8" ANCHOR BOLT, GALV (TYP) @ 32" O.C. WITH 4" EMBEDMENT SEE PLAN 10" 6" MIN. 10" 6" MIN. 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 1 _ 3 0 9 0 2 . D W G SHEET 30REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 3 4 CONSTRUCTION DETAILS L3.05 Scale: 1 1/2" = 1'-0"STEPPING STONES 2" 4" FILL GAP WITH GRAVEL, MAX. 1/4" DIAM. FLAT STEPPING STONES (APPROX. 18"X24" TYP., MIN. 2" THICK) SET IN 4" WET CONCRETE SUBGRADE, PER GEOTECH REPORT Scale: 1 1/2" = 1'-0"STONE PAVERS NOTES: 1.FOR MATERIAL/COLOR/FINISH INFORMATION, SEE MATL'S SCHEDULE & SPECS. SET IN 1 1/2" MORTAR BED WITH 1" MAX. JOINTS. CONCRETE BASE WITH #4 REBAR AT 18" ON CENTER EACH WAY PER TYP. CONC. PAVING DTL. AGGREGATE BASE PER GEOTECH REPORT PREPARED SUBGRADE PER GEOTECH REPORT 4" SECTION 4" ADJACENT PLANTING AREA CONTINUOUS FOOTING AT NATURE RETREAT FRAME, SEE 3 L3.10 BUILD PATTERN AROUND NATURE RETREAT POSTS, WHERE OCCURS, AND CUT STONE AS REQUIRED TO FILL FIELD. NATURE RETREAT FRAME #4 REBAR AT 24" O.C. & (2) #4 TOP & BOTTOM CONTINUOUS 2'-0" OVERLAP FLAGSTONE PAVERS, DIMENSIONS VARY, 2" THICKNESS, SEE SPECS. 1 Scale: 1 1/2" = 1'-0"BOULDER INSTALLATION NOTES: 1.BOULDERS SHALL BE ROUNDED, NON-CRUMBLING STONE. (SEE SPECS.) SUBMIT SAMPLE PHOTOS FOR APPROVAL OF BOULDERS. 2.BOULDER SCHEDULE PROVIDED FOR BIDDING PURPOSE. LAYOUT AND LOCATION OF BOULDERS TO BE FIELD APPROVED BY OWNER'S REPRESENTATIVE. 4.SEE SHEETS L2.10, L2.11 PLAN VIEWS FOR BOULDER SIZING LABELS FOR ROUNDED AND FLAT-TOPPED BOULDERS. ROUNDED BOULDER SCHEDULE FINISH GRADE OF ADJACENT SURFACING (SEE PLAN) SUBGRADE PER GEOTECH REPORT MAX. 2/3 OF BOULDER HEIGHT MIN. 1/3 BOULDER HEIGHT SIZE 1'-0 TO +/- 1'-6"Ø 1'-6"' TO +/- 2'-0"Ø 2'-0" TO +/- 2'-6"Ø 2'-6" TO +/- 3'-0"Ø 3'-0" TO +/- 3'-6"Ø 3'-6" TO +/- 4'-0"Ø 4'-0" TO +/- 4'-6"Ø NAME BOULDER A BOULDER B BOULDER C BOULDER D BOULDER E BOULDER F BOULDER G QUANTITY 46 11 54 2 30 N/A 9 3" MIN. FOR BOULDERS LESS THAN 2' DIAMETER, PROVIDE CONCRETE SETTING BED FLAT-TOPPED BOULDER SCHEDULE SIZE (L.F.) +/- 2'-0" L.F. +/- 3'-0" L.F. +/- 4'-0" L.F. NAME BOULDER FT-A BOULDER FT-B BOULDER FT-C QUANTITY 2 4 8 TRANSFER BOULDER SCHEDULE SIZE -- -- NAME TR (TRANSFER PLATFORM) TS (TRANSFER STEP) QUANTITY 3 11 NOTE: REFER TO SLIDE HILL DETAIL 1/L3.03 AND SAND PLAY DETAIL 2/L3.05 FOR SPECIAL ADA REQUIREMENTS FOR TRANSFER PLATFORM AND TRANSFER STEP BOULDER DIMENSIONS. NOTE: DESIGN INTENT OF FLAT TOP BOULDERS IS THAT OF AN INFORMAL SEAT WALL. CRITICAL DIMENSION IS HEIGHT: 18" HT. ABOVE F.G. WHEN PLACED. SEAT DEPTH OF 12"-18" IS REQUIRED. 2 A TRANSFER BOULDERS AT SAND PLAY 24" 16" 4" 1" POST ELEVATION 30" 12" 1/2" CHAMFER 1-1/8" X 16" STAINLESS STEEL GRAB RAIL. CONTRACTOR TO SOURCE AND SUBMIT FOR APPROVAL PRIOR TO INSTALL. SECURE W/ 3/8" X 3" SSTL DOME HEAD LAG SCREW. EMBED POST IN CONCRETE FOOTING FLAT BOULDER FOR ADA TRANSFER PLATFORM (TR) BOULDER ADA TRANSFER STEP (TS): FLAT TOP, MIN. 14"X24", TYP., RELATIVE ELEVATION AS SHOWN (6 - 8" PER CODE) ADJACENT SURFACE NOTES: 1.FLAT-TOPPED BOULDERS FOR TRANSFERRING TO SAND SHALL BE APPROVED BY OWNER'S REPRESENTATIVE 2.BOULDERS SHALL BE ROUNDED, FLAT-TOPPED FIELD STONE OF GRANITE, FELDSPAR, SCHIST, OR OTHER SOLID, NON-CRUMBLING ROCK, FREE OF SHARP CORNERS, OPEN CRACKS, OR HOLES (SEE SPECS). 3.BOULDERS SHALL BE SET CLOSELY TOGETHER AND FIRMLY IN PLACE WITH CONC. SETTING BED, SO THAT THEY WILL NOT ROLL, ROTATE, OR SETTLE. 4.ELEVATIONS NOTED ON DTL PLAN ARE RELATIVE TO ADJACENT SURFACES TO SHOW INTENT, SEE GRADING PLAN FOR SURFACE MATERIAL ELEVATIONS. TRANSFER BOULDERS PLAN 4X4 ALASKAN YELLOW CEDAR POST WITH HANDHOLD, TIGHTLY ABUTTING TRANSFER BOULDER DEEP CURB AT SAND EDGE + 12" TR + 5" TS - 2" TOP OF SAND + 0" BOULDER ADA TRANSFER PLATFORM (TR): FLAT TOP, MIN. 14"X24", TYP., RELATIVE ELEVATION AS SHOWN NTSGRANT RECOGNITION SIGN NOTES: 1.DETAIL SHOWS PROPOSED TEXT. CITY OF CUPERTINO TO SUPPLY FINAL ARTWORK 5 1 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 2 _ P L A Y + _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 N.T.S.GROUP SPINNER 1.SEE MATERIAL SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.INSTALL PER MANUFACTURER'S INSTRUCTION NOTES: 9'-6" +/- TYPICAL FTG DETAIL 1 2 CONSTRUCTION DETAILS L3.06 Scale: 1/4" = 1'-0" CHIMES NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 2.CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. TYP. ELEVATION 17 8 5 M M ( 7 0 " ) 24 9 0 M M ( 9 8 " ) CONCRETE PAVING CONCRETE FOOTING 1 C6.00 PREPARED SUBGRADE, SEE GEOTECH REPORT 50 MM (2") 650 MM (25.6") 350 MM (13.8") Scale: 3/8" = 1'-0" DRUMS NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 2.CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. SMALL BABEL DRUM LARGE BABEL DRUM CONCRETE PAVING 1 C6.00 PREPARED SUBGRADE, SEE GEOTECH REP. CONCRETE FOOTING (38.5") (32") 19.75" 2" 350 MM (13.8") 3 4 31 1.SEE MATERIAL SCHEDULE FOR MANUFACTURER INFOMATION, MODEL NO., COLOR, FINISH 2.INSTALL PER MANUFACTURER'S INSTRUCTION NOTES: UNLESS OTHERWISE NOTED ON PLAN. 601 7th STREET SOUTH - P.O. BOX 198 PH: 1-800-328-0035 FAX: 1-763-972-6091 DELANO, MINNESOTA 55328 SURFACING AREA OF ACCESSIBLE/PROTECTIVE (POURED-IN-PLACE SUGGESTED) SAFETY COMMISSION'S (CPSC) IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". U.S. CONSUMER PRODUCT LANDSCAPE STRUCTURES, INC. COPYRIGHT: DESIGNED BY: DRAWING #: SYSTEM TYPE: THIS PLAY AREA DOES CONFORM TO IT IS THE MANUFACTURERS OPINION THAT THE A.D.A. ACCESSIBILITY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGES IT IS THE MANUFACTURERS OPINION AND INTENT THAT THE USE AND LAYOUT OF THESE COMPONENTS CONFORM WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD ASTM F1487 CHOOSE A PROTECTIVE SURFACING MATERIAL THAT HAS A CRITICAL HEIGHT VALUE TO MEET THE MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF. ASTM F1487 STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE, SECTION 8 CURRENT REVISION). THE SUBSURFACE MUST BE WELL DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY IT MUST BE TILED OR SLOPED 1/8" TO 1/4" PER FOOT TO A STORM SEWER OR A "FRENCH DRAIN". THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, DETAILED SITE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING UTILITIES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AFTERNOON SUN. 171539 RAMP DECK EXTENSION 12 171539 RAMP DECK EXTENSION 12 RH STR STR STR LH STR STR STR RH LH GEMINI SLIDE 130800 0' 1' 5' 10' SCALE: IN FEET AT NO POINT SHALL THE EMBANKMENT SLIDE, EXCLUDING EXIT SECTION, BE GREATER THAN 12" FROM HILL SURFACE SLIDE EXIT HEIGHT SHALL BE BETWEEN 7" AND 15" ABOVE THE SAFETY SURFACING SLIDE SHALL EXIT ONTO A PROTECTIVE SURFACING ZONE THAT IS NOT PART OF THE EMBANKMENT ® Estimated manufacturing time: weeks from the time of LSI order acceptance, or receipt of SkyWays release of fabrication form if applicable. 8' 7' 11"8" N.T.S.EMBANKMENT SLIDE: GEMINI & WIDE EMBANKMENT SLIDE: GEMINI EMBANKMENT SLIDE: WIDE (CUSTOM STAINLESS STEEL WITH DIGNITY LANDING) EMBANKMENT SLIDE: WIDE (CUSTOM STAINLESS STEEL WITH DIGNITY LANDING) EMBANKMENT SLIDE: GEMINI 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 2 _ P L A Y + _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.INSTALL PER MANUFACTURER'S INSTRUCTIONS. Scale: NTSNET CLIMBER CONCRETE FOOTING: NTS 1 4 CONSTRUCTION DETAILS L3.07 32 32 Scale: 1" = 1'-0"ROPE PULL NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 2.CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. LOWER FOOTING UPPER FOOTING LOWER FOOTING - MANUF. STD. DETAIL UPPER FOOTING - MANUF. STD. DETAIL Scale: NTSHAND GRIPS NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 2.CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. HAND GRIPS, ATTACH TO CONCRETE BASE BELOW SAFETY SURFACING PER MANUFACTURER SEE MATLS PLAN FOR TYPE OF SAFETY SURFACING NOTES: 1.CUSTOM DESIGN/ENGINEERING/FABRICATION. SEE SUBMITTAL BY MANUFACTURER FOR ADDITIONAL DETAIL. 2.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 3.CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. PA PA PA AD A A D A AD A A D A ADA ADA AD A AD A PLAN RENDERINGS SHADE SAIL POST, TYP. SHADE SAIL, TYP. Scale: 1" = 1'-0"SHADE SAILS AT SLIDE HILL SAMPLE FOOTINGS 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 2 _ P L A Y + _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 Scale: 1/8" = 1'-0" YOUTH SWINGS NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.INSTALL PER MANUFACTURER'S INSTRUCTIONS. 39'-3 1/2" CONCRETE FOOTING: NTS 7'-2" 27'-1" ADA SWING 1 2 3 Scale: 1/8" = 1'-0" TOT PLAY STRUCTURE NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3.SEE MANUFACTURER'S SUBMITTAL FOR HAMMOCK FOOTING INFORMATION. PLAN WITH HAMMOCK ADD-ON 28'-1" 6'-0" TYP. 11'-11" 17'-9" STANDARD MANUFACTURER FOOTING INFO 4 CONSTRUCTION DETAILS L3.08 33 Scale: 1/8" = 1'-0" TOT SWINGS NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 2.INSTALL PER MANUFACTURER'S INSTRUCTIONS. CONCRETE FOOTING: NTS 27'-0" 7'-2" 14'-9" 6'-0" TYP. Scale: 1/8" = 1'-0" NEST SWINGS NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH. 2.INSTALL PER MANUFACTURER'S INSTRUCTIONS. CONCRETE FOOTING: NTS 24'-6" 36'-8" 7'-2" 6'-0" TYP. 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 2 _ P L A Y + _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 Scale: NTSGLIDER BENCH ELEVATION SYN. TURF SAFETY SURFACING (STSS) NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.ATTACHMENT METHOD: EMBEDDED INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4.SEE LAYOUT PLAN FOR LOCATIONS. Scale: 1/2" = 1'-0" PARK BENCH PLAN VIEW 5'-11" 1'-7 1/2" WITH ARMRESTS, BOTH SIDES NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.LOCATIONS AND SURROUNDING SURFACES VARY, SEE MATERIALS AND LAYOUT PLANS. 4.ATTACHMENT METHOD AT CONCRETE: SURFACE MOUNT 5.ATTACHMENT METHOD AT SAFETY SURFACING: CONTACTOR TO PROVIDE CONC. PAD OR SLEEPERS TO ANCHOR BENCH. CONCRETE TO BE HIDDEN BY BENCH SUPPORT AND OR SAFETY SURFACING TOP LAYER. Scale: NTSPLOP BENCH LARGE - SECTION NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.CONTRACTOR TO PROVIDE HIDDEN CONC. PAD FOOTING, ANCHOR BOLTS, AND SECURE PER MANUFACTURER'S INSTRUCTIONS. LARGE - PLAN VIEW SMALL - PLAN VIEW SMALL - SECTION PLAN VIEW ELEVATION VIEWSECTION VIEW 1'-11 1/2" 2'-2 1/2" (2) 1/2"DIA. FERRULE LOOP INSERTS (FX-5) FOR ANCHORING 10 1/2" 10 1/2" FLAT BOTTOM 6 1/2"6 1/2" 7 1/2" 11 1/2" 7 1/2" 1'-0" 1'-11 1/2" 1'-5 1/2" 1/2"TYP. 10 1/2" BOTTOM VIEW #3 REBARS AT 12"O.C. MAX EACH WAY 1/2"DIA. x 4 1/2". ANCHOR BOLT 2"DIA. x 5"DEEP GROUT POCKETS SIKAFLEX FOOTING TO BE CONCEALED BY PLOP BENCH WITH SAFETY SURFACING ABUTTING FOOTING. PLAN VIEW ELEVATION VIEWSECTION VIEW 4'-6 1/2" 2'-7" 1'-5" 2'-7" 2'-3 1/2" 1'-0 1/2"1'-2 1/2" 7 1/2" 1'-3 1/2" 2'-3 1/2" FLAT BOTTOM 5" TYP. (2) 1/2"DIA. FERRULE LOOP INSERTS (FX-5) FOR DEMOLDING 1'-5 1/2" BOTTOM VIEW #3 REBARS AT 12"O.C. MAX EACH WAY 8" 1/2"DIA. x 4 1/2". ANCHOR BOLT 2"DIA. x 5"DEEP GROUT POCKETS SIKAFLEX FOOTING TO BE CONCEALED BY PLOP BENCH WITH SAFETY SURFACING ABUTTING FOOTING. Scale: 1/2" = 1'-0" GAME TABLE + CHAIRS PLAN VIEW 6'-8" 6'-8" NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.ATTACHMENT METHOD: EMBEDDED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4.SEE LAYOUT PLAN FOR LOCATIONS. Scale: 1/2" = 1'-0" GAME TABLE + CHAIRS ADA PLAN VIEW ADA 5'-3 1/2" 6'-8" 4'-0" 2'-6" ADA COMPANION SEATING CLEAR SPACE NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.ATTACHMENT METHOD: EMBEDDED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4.SEE LAYOUT PLAN FOR LOCATIONS. Scale: 1/2" = 1'-0" PICNIC TABLE PLAN VIEW NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.ATTACHMENT METHOD: EMBEDDED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4.SEE LAYOUT PLAN FOR LOCATIONS. 5'-3" 5'-11" Scale: 1/2" = 1'-0" PICNIC TABLE ADA PLAN VIEW 5'-3" 7'-11" NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.ATTACHMENT METHOD: EMBEDDED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4.SEE LAYOUT PLAN FOR LOCATIONS. Scale: NTSBIKE RACK NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.ATTACHMENT METHOD: EMBEDDED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3.SEE LAYOUT PLANS FOR LOCATIONS. Scale: 1/2" = 1'-0" BUFFET TABLE PLAN VIEW 5'-11" 2'-7" TABLE ONLY, NO BENCHES NOTES: 1.SEE MATERIALS SCHEDULE FOR MANUFACTURER INFORMATION, MODEL NO., COLOR, FINISH 2.THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. CONTRACTOR TO PROVIDE ASSEMBLY AND INSTALLATION. 3.ATTACHMENT METHOD: EMBEDDED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4.SEE LAYOUT PLAN FOR LOCATIONS. 1 2 3 4 5 76 8 910 CONSTRUCTION DETAILS L3.09 34 1 1 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 2 _ P L A Y + _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 Scale: 3/8" = 1'-0" NATURE RETREAT NOTES: 1.ALL METAL TO BE 316 STAINLESS STEEL, SEE SPECS 2.SEE PLANTING PLAN FOR VINE SPECIES 6'-0" O.C. LARGER 'X' FRAME 8" x 12" DEPTH CONTINUOUS CONCRETE FOOTING, SEE ENLARGEMENT AT DTL 10/L3.0 FOR REINFORCING TYP. PLAN TYP. SECTION ADJACENT PLANTING AREA, SEE PLANTING PLAN FOR VINE PLANTINGS AT VERTICALS CONC. BASE W/ STONE PAVERS MORTARED IN PLACE (2)SUBSURFACE FRAMES (COMPLETE CIRCLE) WELDED TO VERTICALS, EMBED INTO CONCRETE FOOTING 5'-0" EQ.EQ. 3'-0" UPPER CIRCLE FRAME: 1/2" SOLID ROUND BAR, WELD TO FRAME. SUBSURFACE FRAMES FOR STABILITY, SAME AS LARGER 'X' FRAME 3" CLR. CONCRETE BASE W/ STONE PAVERS COVERING FOOTING, MIN. 5'-0" CLR. REQUIRED TURNAROUND FOR WHEELCHAIRS 3'-0" MIN. WIDE ENTRANCE WITH ABSENT POST LARGER 'X' FRAME: 1" SOLID ROUND BAR, WELD TO SUBSURFACE FRAME. INTERMEDIATE VERTICALS: 1/2" SOLID ROUND BAR, WELD TO SUBSURFACE FRAME. INTERMEDIATE VERTICALS 6'-8" CONTINOUS CONC. FOOTING UPPER CIRCLE FRAME 3 L3.054'-6" 6"± 1 C6.00 NOTES: 1.ALL METAL TO BE GALVANIZED AND COATED WITH HIGH PERFORMANCE COATING, TNEMIC OR APPROVED EQUAL. 2.PROVIDE SOLID WELDS AT THE INTERSECTION OF ALL MEMBERS. ENSURE ALL WELDS ARE GROUND SMOOTH. 3.SEE L5.10 PLANTING PLAN AND DTL 5/L5.20 FOR VINE PLANTING. PLAN VIEW SCALE AS SHOWN SECTION A-A SCALE AS SHOWN 9'-0" 9'-0" 1'-6" TYP. 6'-11"± (6'-8" MIN.) R4' - 6 " AT C . L . 300 302 301 299 298 300 302 301 299 298 8" TYP. EQ.EQ.ARCHES: HSS 2x2x1/4", GALVANIZED, (5) TOTAL PERPENDICULARS AT TOP AREA: HSS 1.5x1.5x1/8", GALVANIZED, (7) TOTAL PEDESTRIAN CONC. PAVING (UPPER SLOPED PATH) VINE ARCH FOOTING CONC. CURB BOTH SIDES, INTEGRAL WITH FOOTING 6", TYP. ℄ ℄ ℄ A A CENTERLINE OF CONCRETE PATH AND VINE ARCH OVERHEAD ARCH MEMBER, TYP. OVERHEAD PERPENDICULAR, TYP. PATHWAY, WIDTH PER PLANS RAISED CONC. CURB AT PATH EDGES 3'-0" TYP. 4'-4" TYP. VINE ARCH FOOTING 9" MIN. 1'-0" 1'-0" 1'-0"6" ADJACENT PLANTING AREA BOTH SIDES OF VINE ARCH. SEE PLANTING PLAN FOR VINE PLANTINGS, PLACED AS CLOSE TO VERTICALS AS POSSIBLE. 6" 6" MIN. 6" FINISH GRADE, PLANTING AREA APPROX. EXISTING GRADE BACKFILL ℄ Scale: 3/8"=1'-0" 12" THICK MAT SLAB W/#5 @12" O.C. EW, EF. TOP OF THE MAT SLAB SHALL BE LOCATED AT THE LOWEST (E) SUBGRADE VINE ARCH #4 @ 12" O.C. EW EQ. EQ. 1 4 Scale: 3/4" = 1'-0" NON-VERBAL COMMUNICATION BOARD NOTES: 1.COMMUNICATIONS BOARD SIGN PANEL HEIGHT DIMENSIONS MEASURED FROM FINISHED GRADE OF D.G. SURFACE IN ORDER TO MEET ADA REQUIREMENTS FOR REACH RANGE. TOP OF SIGN 3'-8" ABOVE FINISHED GRADE, BOTTOM OF SIGN 1'-8" ABOVE FINISHED GRADE. 2.COMMUNICATIONS BOARD FABRICATED BY TALK TO ME TECHNOLOGIES. CUSTOMIZATION AND REVIEW FACILITATED BY L.A. AND/OR CITY OF CUPERTINO. 90" W x 24" H X 12" D ALUMINUM ON CORRUGATED PLASTIC CORE. PURCHASED BY CONTRACTOR. 3.CONTRACTOR TO PROVIDE ATTACHMENTS BETWEEN THE TWO POSTS AND THE PREFABRICATED BOARD IN THE FORM OF U-BRACKETS OR SIMILAR. 4.POSTS AND BRACKETS COLOR TO BE SELECTED IN SUBMITTAL. COMMUNICATIONS BOARD BY OTHERS 90" X 24 " 4X4 METAL POST, MILD STEEL OR ALUMINUM CAPPED, CONTINUOUS WELD, GROUND SMOOTH, NO BURRS 1'-8" TO BOTTOM OF SIGN 3'-8" TO TOP OF SIGN FINISHED GRADE OF DECOMPOSED GRANITE FINISHED GRADE OF DECOMPOSED GRANITE ELEVATION SECTION SIGN TO POST ATTACHMENT BY FABRICATOR. U-BRACKET OR SIMILAR MIN. 1" TOP OF SIGN TO TOP OF POST 1'-6" MIN. 3'-0" MIN. 1'-0" EMBEDDED IN CONCRETE FOOTING. TOP OF FOOTING 2" BELOW GRADE. (4) #4 VERTS WITH #3 TIES AT 6" O.C. CONSTRUCTION DETAILS L3.10 3 35 2Scale: Not To Scale ORNAMENTAL METAL FENCE & PEDESTRIAN GATES NOTES: 1.FENCE SYSTEM MANUFACUTURED BY AMERISTAR, MODEL: MONTAGE PLUS "MAJESTIC". 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE'S REVIEW AND APPROVAL, SEE SPECS. 3' MIN. FOOTING DEPTH 1'-6" 4'-0" CONCRETE FOOTING 8' O.C. NOM.2 1/2" 3/4" SQ. 14 GA PICKET 1 1/2" x 1 7 16" RIBBED CHANNEL RAIL 2 1/2" SQ. 12 GA. FENCE POSTS PANEL ELEVATION DOUBLE GATE ELEVATION BRACKETS, TYP. 4'-0" 10" 3'-1" 3'-10" ENLARGEMENT 4" SQ. POST 2" SQ X 12GA GATE END 3/4" SQ X 18GA PICKET 10" X 2" X 3/16" KICK PLATE. ATTACH TO A MIN. HT. OF 10" ABOVE F.G. ON BOTH SIDES OF GATE (ADA 404.2.10) 10" X 2" X 1/4" END PLATE PERFORATED METAL 18GA NOTE: 14" x 2" PLATE WILL COVER END OF TUBE PICKET WELDED TO GATE END PANIC / KICK TUBE WELD ALL AROUND FLUSH W/ GATE END WELD GATE END PERFORATED METAL TEK SCREW SECTION A 3" TYP. NOTE: 1.NOTE: DESIGN INTENT OF GATE IS TO BE CLOSED DURING PARK HOURS WITH AN ADA LEVER/LATCH EASILY OPERATED ON BOTH SIDES AND A SELF CLOSING HINGE. THE PUBLIC CAN EASILY COME AND GO BUT KIDS NEEDING EXTRA MONITORING ARE KEPT SAFE WITHIN THE FENCED PLAY AREA. 2.PERFORATED METAL TO BE PROVIDED AND INSTALLED BY AMERISTAR AFTER COATING AND BEFORE SHIPPING. 3.HINGE LEFT/SWING OUT. 3" CLR TYP. A-- .A -- 2"4'-1 1/2" 2"2" (6) #4 VERTICALS W/ #3 SPIRALS W/6" PITCH. TWO TURNS TOP AND BOTTOM, TYP. PLATE WELDED FLUSH WITH GATE END PANIC PLATE GATE END 2" TYP. LOCINOX: LAKQU2 INDUSTRIAL GATE LOCK IN SILVER (OR SIMILAR MODEL) MOUNTED FOR HANDLE AT 44" ABOVE GRADE, AND OPERATIONAL FROM BOTH SIDES OF THE GATE TO MEET ADA REQ. FIELD VERIFY THE OPENING WEIGHT TO MEET 5LBF MAX. (ADA 404.2.7 GATE HARDWARE MUST ALLOW ONE-HAND OPERATION, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, OPERATE WITH 5 LBF MAXIMUM, BE LOCATED 34" TO 48" ABOVE THE GROUND) SECTION AT PLANTING & EXISTING WALK PREPARED SUBGRADE AND GEOGRID PER GEOTECH REPORT EXISTING SIDEWALK OR NEW CURB/SURFACING, TYP. PLANTING SOIL. SEE SPECS. 2" AT PLANTING, TYP. SLOPE FOOTING TO DRAIN AWAY FROM POST VARIES. REFER TO PLAN. 3" CLR TYP. 3' MIN. FOOTING DEPTH 1'-6" 3' MIN. FOOTING DEPTH 1'-6" CONCRETE FOOTING 3" TYP.3" CLR TYP. (6) #4 VERTICALS W/ #3 SPIRALS W/6" PITCH. TWO TURNS TOP AND BOTTOM, TYP. 44" FROM F.G. 4'-1 1/2" 10" MIN. FROM F.G. GATE END Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 3 . X _ D E T A I L S _ P A R T 2 _ P L A Y + _ 3 0 9 0 2 . D W G SHEET 36REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 1 CONSTRUCTION DETAILS L3.11 INTERACTIVE ART FEATURE NOTES: 1. PRELIMINARY FOOTING FROM FABRICATOR. SEE DTL 2/S0.02 FOR STRUCTURAL ENGINEER'S FINAL FOOTING REQUIREMENTS 2. HILTI GLUE IN ANCHORS FOR BASE PLATE SUBGRADE BOLTS STAINLESS STEEL POST (3) ACCESSIBLE HANDLES TO CONTROL ROTATION NOTES: 1. SEE SPECS FOR ADDITIONAL INFORMATION 2. SEE DTL. 2/S0.02 FOR FOOTINGROTATING PAIRS OF TRANSPARENT CAST RESIN 'LEAVES' 1 LANDSCAPE IRRIGATION EQUIPMENT LEGEND SYMBOL MFG'R MODEL # DESCRIPTION REMARKS DETAIL(OR APPROVED EQUAL) EXISTING EXISTING EXISTING 2" WATER METER FOR IRRIGATION PROTECT IN PLACE. MAKE CONNECTION TO DOWNSTREAM SIDE OF WTER METER.N/A --IRRIGATION POINT OF CONNECTION (P.O.C.) TO WATER SUPPLY CONNECT TO DISCHARGE SIDE OF EXISTING WATER METER AND ROUTE TO IRRIGATION BACKFLOW PREVENTER PER PLAN.N/A WILKINS 975XLSEU 2" REDUCED PRESSURE BACKFLOW PREVENTER WITH INSULATED BLANKET INSTALL DOWNSTREAM FROM THE IRRIGATION P.O.C. WHERE INDICATED ON PLAN. COVER WITH WEATHERGUARD BLANKET.23/L4.54 SUPERIOR 3300150 MASTER CONTROL VALVE (NORMALLY OPEN)1.5" BRASS GLOBE VALVE. INSTALL PER PLAN AND DETAIL. WIRE TO CONTROLLER 'C'. NO MINIMUM FLOW REQUIREMENT.24/L4.54 CST FSI-B10-001 FLOW SENSOR 1" BRASS TEE FLOW SENSOR. INSTALL PER PLAN AND DETAIL. WIRE TO CONTROLLER 'C'. FLOW RANGE: 0.8 GPM TO 30 GPM.24/L4.54 NIBCO T-113-BHW MAINLINE ISOLATION GATE VALVE (2-1/2-INCH AND SMALLER) MAINLINE SIZE WITH THREADED CONNECTIONS. INSTALL WITHIN PLASTIC VALVE BOX WITH LOCKING COVER.13/L4.52 NIBCO F-619-RWS-SON MAINLINE ISOLATION GATE VALVE (3-INCH AND LARGER) MAINLINE SIZE WITH FLANGED CONNECTIONS AND SQUARE NUT. INSTALL WITHIN CONCRETE VALVE BOX AND LOCKING COVER.14/L4.52 NOT SHOWN NIBCO T585HP-66-LF BALL VALVE AT REMOTE CONTROL VALVE (2-INCH AND SMALLER) LEAD FREE, BRONZE, THREADED, QUARTER TURN. SIZE TO MATCH SIZE OF ASSOCIATED REMOTE CONTROL VALVE; ONE PER REMOTE CONTROL VALVE. 5/L4.51 RAIN BIRD 44LRC QUICK COUPLER VALVE 1-INCH SIZE (NPT); SINGLE SLOT WITH YELLOW TOP. SUPPLY WITH (2) 1-INCH NPT MALE x 3/4-INCH FEMALE KEYS (MODEL #44-K) AND MATCHING 1-INCH MALE HOSE X 1" FEMALE PIPE HOSE SWIVELS (MODEL #SH-2). INSTALL WITHIN PLASTIC VALVE BOX WITH LOCKING COVER. 15/L4.52 RAIN MASTER RME-24-5G PROPOSED IRRIGATION CONTROLLER 24 STATION EAGLE PLUS IRRIGATION CONTROLLER WITH CELLULAR SERVICE TO BE WALL MOUNTED WITHIN UTILITY ROOM OF NEW RESTROOM BUILDING. CONNECT TO 120 VOLT A.C. POWER (SEE ELECTRICAL DRAWINGS) PER LOCAL CODES. 12/L4.52 8/L4.51 RAINBIRD 100-EFB-CP 1" 150-EFB-CP 1.5" 200-EFB-CP 2" REMOTE CONTROL VALVE (RCV) FOR ROTOR AND BUBBLER ZONES BRASS GLOBE VALVE WITH FLOW CONTROL. SIZE AS INDICATED ON PLANS. INSTALL WITHIN PLASTIC VALVE BOX AND BOLT DOWN COVER. INSTALL WITHIN MANIFOLD WHEN GROUPED WITH OTHER VALVES. SIZE MANIFOLD TO MATCH LARGEST LATERAL LINE SIZE. WIRE TO CONTROLLERS AS INDICATED ON THE PLANS. 5 GPM MINIMUM FLOW REQUIREMENT. 6,7/L4.51 3,4/L4.50 SUPERIOR/ RAIN BIRD 3200100NXT- 1" DRIP REMOTE CONTROL VALVE (DRCV), INLINE FILTER AND PRESSURE REGULATOR FOR DRIP ZONES BRASS GLOBE VALVE WITH FLOW CONTROL. INSTALL LCRBY100D FILTER AND PSI-H40X-100 PRESSURE REGULATOR. INSTALL WITHIN PLASTIC VALVE BOX AND BOLT DOWN COVER. INSTALL WITHIN MANIFOLD WHEN GROUPED WITH OTHER VALVES. SIZE MANIFOLD TO MATCH LARGEST LATERAL LINE SIZE. WIRE TO CONTROLLERS AS INDICATED ON THE PLANS. NO MINIMUM FLOW REQUIREMENT. 11,7/L4.51 3,4/L4.50 PW PIPE -PRESSURE MAINLINE PIPE SIZE AS NOTED ON PLANS. USE CLASS 315 PVC PIPE WITH SCHEDULE 80 SOLVENT WELD FITTINGS FOR MAINLINE 4 INCHES OR LARGER. INSTALL PIPE WITH COPPER TRACE WIRE ABOVE. MAINLINE COVER DEPTH: 24" 1,2/L4.50 PW PIPE -PRESSURE MAINLINE PIPE SIZE AS NOTED ON PLANS. USE CLASS 315 PVC PIPE WITH SCHEDULE 80 SOLVENT WELD FITTINGS FOR MAINLINE 3 INCHES OR SMALLER. INSTALL PIPE WITH COPPER TRACE WIRE ABOVE. MAINLINE COVER DEPTH: 18" 1,2/L4.50 PW PIPE -NON-PRESSURE LATERAL PIPE SIZE PER PLAN; SCHEDULE 40 PVC LATERAL LINE PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS, 3/4" MINIMUM SIZE. LATERAL COVER DEPTH 12". 1,2/L4.50 PW PIPE -IRRIGATION PIPE/ CONTROL WIRES/ SENSOR WIRE SLEEVE SCHEDULE 40 PVC. QUANTITIES SHOWN ON PLANS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL PROVIDE SIZE AND QUANTITY AS REQUIRED. REFER TO CONDUIT/PIPE SLEEVE SIZING CHART FOR SIZE (THIS SHEET). 2/L4.50 EXISTING -EXISTING QUICK COUPLING VALVE (RCV) TO REMAIN FIELD VERIFY EXACT LOCATION. PROTECT IN PLACE AS DIRECTED ON PLANS. N/A EXISTING -EXISTING QUICK COUPLING VALVE (RCV) TO REMOVE FIELD VERIFY EXACT LOCATION. REMOVE AS DIRECTED ON PLANS. EXISTING -EXISTING REMOTE CONTROL VALVE (RCV) TO REMAIN FIELD VERIFY EXACT LOCATION AND SIZE. PROTECT IN PLACE AS DIRECTED ON PLANS. EXISTING -EXISTING REMOTE CONTROL VALVE (RCV) TO REMOVE FIELD VERIFY EXACT LOCATION AND SIZE. REMOVE AS DIRECTED ON PLANS. EXISTING TO REMAIN -EXISTING PRESSURE MAINLINE PIPE AND CONTROL WIRES TO REMAIN SIZE PER PLAN. FIELD VERIFY EXACT LOCATION AND SIZE. CUT AND CONNECT AS NOTED ON PLANS. PROTECT IN PLACE. EXISTING TO REMOVE -EXISTING PRESSURE MAINLINE PIPE AND CONTROL WIRES TO BE REMOVED REMOVE WHERE INDICATED ON PLANS. FIELD VERIFY EXACT LOCATION OF EACH PIPE. EXISTING TO REMAIN -EXISTING NON-PRESSURE LATERAL PIPE TO REMAIN SIZE PER PLAN. FIELD VERIFY EXACT LOCATION AND SIZE. CUT AND CONNECT AS NOTED ON PLANS. PROTECT IN PLACE. EXISTING TO REMOVE -EXISTING NON-PRESSURE LATERAL PIPE TO BE REMOVED REMOVE WHERE INDICATED ON PLANS. FIELD VERIFY EXACT LOCATION OF EACH PIPE. Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 PRESSURE MAINLINE PIPE SIZING CHART CLASS 315 IPS U.S. PVC PLASTIC PIPE (FOR REFERENCE USE ONLY) PIPE SIZE MAXIMUM GALLONS PER MINUTE 3/4 -INCH 0 - 6 1 - INCH 7 - 12 1-1/4 - INCHES 13 - 20 1-1/2 - INCHES 21 - 30 2 - INCHES 31 - 50 2-1/2 - INCHES 51 - 70 3 - INCHES 71 - 110 NON-PRESSURE LATERAL PIPE SIZING CHART SCHEDULE 40 IPS U.S. PVC PLASTIC PIPE (FOR REFERENCE USE ONLY) PIPE SIZE MAXIMUM GALLONS PER MINUTE 3/4 -INCH 0 - 6 1 - INCH 7 - 12 1-1/4 - INCHES 13 - 20 1-1/2 - INCHES 21 - 30 2 - INCHES 31 - 50 2-1/2 - INCHES 51 - 70 3 - INCHES 71 - 110 CONDUIT/PIPE SLEEVE SIZING CHART (FOR REFERENCE USE ONLY) SCHEDULE 40 PVC PIPE SLEEVE SIZE MAXIMUM IRRIGATION PIPE/WIRE CONDUIT SIZE 2 - INCHES 1 - INCH 2-1/2 - INCHES 1-1/4 - INCH 3 - INCHES 1-1/2 - INCH 4 - INCHES 2 - INCHES 6 - INCHES 3 - INCHES SPARE SLEEVE SIZE TO MATCH LARGEST SLEEVE AT SAME CROSSING LOCATION. IRRIGATION LEGEND L4.00 37 OVERHEAD IRRIGATION EQUIPMENT - ADJUSTABLE ARC SPRAY SYMBOL MFG'R MODEL # DESCRIPTION NOZZLE OPERATING PSI RADIUS FLOW (GPM) DETAIL (OR APPROVED EQUAL)90°180°270°360° RAIN BIRD RD-06-S -P30-F 30 PSI PRESSURE REGULATED BODY WITH ADJUSTABLE ARC NOZZLE, AND FACTORY INSTALLED CHECK VALVE. HE-VAN-08 30 6'-8'0.29 0.59 0.88 1.17 25/L4.54 HE-VAN-10 30 8'-10'0.45 0.89 1.34 1.78 HE-VAN-12 30 10'-12'0.59 1.18 1.77 2.37 HE-VAN-15 30 12'-15'0.93 1.85 2.78 3.70 EXISTING TURF ROTORS SYMBOL MFG'R MODEL # DESCRIPTION NOZZLE OPERATING PSI RADIUS FEET FLOW GPM DETAIL (OR APPROVED EQUAL) RAIN BIRD 5604-SS EXISTING POP-UP ROTOR TO REMAIN. FIELD VERIFY EXACT LOCATION.FIELD VERIFY -FIELD VERIFY FIELD VERIFY N/A RAIN BIRD 5604-SS EXISTING POP-UP ROTOR TO BE REMOVED. FIELD VERIFY EXACT LOCATION.FIELD VERIFY -FIELD VERIFY FIELD VERIFY N/ARM EX 10V 12V 15V 8V C F I SUBSURFACE DRIP IRRIGATION EQUIPMENT SYMBOL MFG'R MODEL # DESCRIPTION OP. PSI EMITTER FLOW (GPH) EMITTER SPACING MAX. ALLOWED HOZIN. SPACING BURIAL DEPTH DETAIL (OR APPROVED EQUAL) RAIN BIRD XFS-CV-06-12 INLINE EMITTER DRIPLINE W/ PRESSURE COMPENSATING, SELF-FLUSHING EMITTERS W/ BUILT IN CHECK VALVE AND COPPER CHIP. USE WITH XF INSERT BARB FITTINGS. 30 0.60 12-INCHES 12-INCHES 6-INCHES 18/L4.52 19-21/L4.53 SYMBOL MFG'R MODEL # DESCRIPTION REMARKS DETAIL (OR APPROVED EQUAL) NIBCO 4660-S PVC MANUAL FLUSH BALL VALVE 1/2" SIZE. PLUMB TO PVC EXHAUST HEADER. HEADER SIZE TO MATCH SUPPLY HEADER SIZE. REFER TO PLAN. REFER TO GENERAL IRRIGATION NOTES FOR ADDITIONAL INFORMATION. 16/L4.52 RAIN BIRD OPERIND SYSTEM OPERATION INDICATOR PLUMB TO DRIP PVC LATERAL FEED LINE. ONE PER DRIP ZONE.17/L4.52 RAIN BIRD ARV050 AIR VACUUM RELIEF VALVE 1/2" SIZE. PLUMB TO DRIP TUBING AT HIGH POINTS OF PLANTING AREAS.22/L4.53A TREE FLOOD BUBBLER SYMBOL MFG'R MODEL # NOZZLE FLOW OPERATING PRESSURE RADIUS TOTAL FLOW PER TREE NOTE DETAIL (OR APPROVED EQUAL) RAIN BIRD RWS-B-C-1402 0.5 GPM 30 PSI N/A 1.0 GPM CONTRACTOR TO INSTALL (2) ROOT WATERING SYSTEMS PER TREE ON OPPOSITE SIDES OF THE ROOTBALL. 9/L4.51 VINE FLOOD BUBBLER SYMBOL MFG'R MODEL # NOZZLE FLOW OPERATING PRESSURE RADIUS TOTAL FLOW PER VINE NOTE DETAIL (OR APPROVED EQUAL) RAIN BIRD 1401 0.25 GPM 30 PSI N/A 0.25 GPM CONTRACTOR TO INSTALL BUBBLER ON FLEXIBLE PVC HOSE, (1) PER VINE ON HIGH SIDE OF THE ROOTBALL.N/A OVERHEAD IRRIGATION EQUIPMENT- ROTORS SYMBOL MFG'R MODEL # DESCRIPTION NOZZLE OPER. PSI RADIUS FEET FLOW GPM DETAIL(OR APPROVED EQUAL) RAIN BIRD 6504-PC-SS-12 PART-CIRCLE ROTOR WITH 4-INCH POP-UP STAINLESS STEEL RISER (TURF)12 60 57'12.2 10/L4.51 RAIN BIRD 6504-FC-SS-06 FULL-CIRCLE ROTOR WITH 4-INCH POP-UP STAINLESS STEEL RISER (TURF)06 60 47'6.0 12 6 LANDSCAPE IRRIGATION EQUIPMENT LEGEND, CONTINUED W F M Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION NOTES L4.01 38 Know what's below Call before you dig. 1.THE EXISTING PRESSURE AT THE WATER METER RANGES FROM 60 TO 65 PSI. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 65 PSI AFTER THE EXISTING BOOSTER PUMP. 2.ALL WORK SHALL CONFORM TO LOCAL AND STATE CODES AND ORDINANCES. ALL IRRIGATION WORK SHALL CONFORM TO THE PARKS AND RECREATION LANDSCAPE STANDARDS OF, CITY OF CUPERTINO AND THE PLANS AND DETAILS FOR THIS PROJECT. 3.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WATER PRESSURE, IF ANY DISCREPANCY EXISTS BETWEEN DESIGN AND ACTUAL FIELD CONDITIONS, NOTIFY THE PROJECT ENGINEER PRIOR TO ANY INSTALLATION. 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO START OF ANY IRRIGATION WORK. 5.CONTROL WIRES SHALL BE 14 GAUGE (RED). SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE 12 GAUGE (WHITE). ALL CONTROL WIRES LEADING FROM VALVES TO CONTROLLER MUST BE LOOPED UP A MINIMUM OF THREE (3) FEET INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER. 6.SPLICES IN THE FIELD SHALL BE MADE EXCLUSIVELY WITH RAINBIRD "SNAP-TITE" CONNECTORS OR GLOBAL SPAN PRODUCTS, INC. "SPLICE KOTE" IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS OR APPROVED EQUAL. 7.ALL PLASTIC FITTING SHALL BE A MINIMUM OF 18" APART TO FACILITATE REMOVAL AND REPLACEMENT OF INDIVIDUAL FITTINGS. 8.TRENCHING DEPTHS FOR IRRIGATION PIPES ARE AS FOLLOWS: MAIN = 24", ALL LATERALS = 18". ALL DIMENSIONS ARE FROM THE TOP OF THE PIPE. TRENCHING DEPTHS OF POTABLE WATER MAIN SHALL BE 24". 9.ALL MAINS, LATERALS AND CONTROL WIRES SHALL BE INSTALLED IN CLASS 315 P.V.C. SLEEVES (OF APPROPRIATE SIZE) UNDER ALL A.C. AND P.C.C. PAVEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE AND EFFECTIVE COVERAGE OF ALL PLANTED AREAS, BALANCE EACH SYSTEM TO OPTIMUM COVERAGE, ADJUST EACH ARC, RADIUS AND NOZZLE AS DIRECTED ON SITE BY THE ENGINEER. 11.THE GENERAL CONTRACTOR SHALL COORDINATE THEIR PORTION OF WORK WITH THE UNDERGROUND ELECTRICAL SUB-CONTRACTOR TO MINIMIZE CONFLICTS. 12.GATE VALVES SHALL BE INSTALLED IN A ROUND CONCRETE BOX WITH LOCKABLE STEEL LID, INSTALLED WITH 2 CUBIC FEET OF DRAIN ROCK. 13.THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR CLARITY ONLY AND ARE TO BE INSTALLED WITHIN NON-TURF PLANTING AREAS WHERE POSSIBLE. 14.ALL MAINS, LATERALS AND CONTROL WIRES LOCATED UNDER PAVEMENT SHALL BE INSTALLED IN SLEEVES. REFER TO SPECIFICATION 328400 FOR SLEEVE SIZE AND MATERIAL. 15.THE CONTRACTOR IS REQUIRED TO NOTIFY AND COORDINATE LANDSCAPE IRRIGATION CONTRACT WORK WITH ALL APPLICABLE CONTRACTORS AND TRADES FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT, AND SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING, STRUCTURES, ETC., BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REQUIRED REVISIONS. 16.IRRIGATION COMPONENTS SHOWN WITHIN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. PLACE ALL PIPING, VALVES, QUICK COUPLING VALVES, AND OTHER IRRIGATION COMPONENTS WITHIN ADJACENT PLANTING AREAS EXCEPT WHERE PIPES CROSS PAVING OR AS NOTED. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND TREES, PLANTINGS, SITE FEATURES AND UTILITIES INCLUDING STORM DRAINAGE. 17.PRIOR TO ANY TRENCHING THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL NEW AND EXISTING UNDERGROUND UTILITY LINES. CALL 811 A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 18.THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER TO MAINTAIN GOOD PLANT HEALTH, APPEARANCE AND REASONABLE GROWTH. THE AMOUNT OF SUPPLEMENTAL WATER A PLANT REQUIRES IS DEPENDENT ON SOIL TYPE, PLANT MATERIAL, ROOTING DEPTH, CLIMATE, SEASONAL CHANGES, SLOPES, MOUNDS, SUN, SHADE AND WIND. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST THE IRRIGATION SCHEDULE AND ET VARIABLES AS NEEDED. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL WATER TO ACCOMMODATE SPECIAL WATERING NEEDS OF PLANT MATERIAL THROUGH THE MAINTENANCE PERIOD. ACTUAL STATION RUN TIMES MAY VARY IN ACCORDANCE WITH VARYING SITE CONDITIONS. 19.ALL VALVES PROVIDING IRRIGATION TO SLOPES AREAS SHALL BE SCHEDULED IN MULTIPLE, SHORT CYCLES TO HELP ELIMINATE IRRIGATION WATER RUNOFF. 20.CONTRACTOR SHALL ADJUST THE PLACEMENT OF THE DRIPLINE LAYOUT AS PER ACTUAL FIELD CONDITIONS TO ACHIEVE FULL COVERAGE OF ALL PLANTED AREAS. THE CONTRACTOR WILL BE RESPONSIBLE OF INSTALLING ADDITIONAL DRIPLINE, AS NEEDED, TO PROVIDE ADEQUATE COVERAGE, AT NO ADDITIONAL COST TO THE CLIENT. REFER TO IRRIGATION EQUIPMENT LEGEND FOR MAXIMUM ALLOWED VERTICAL DRIPLINE SPACING. 21.SUBSURFACE EMITTER FLOW RATE, EMITTER SPACING AND LATERAL SPACING IS BASED ON TYPICAL SOILS ENCOUNTERED IN THE AREA. THE CONTRACTOR SHALL MAKE ANY MODIFICATION TO EMITTER FLOW RATE, EMITTER SPACING, AND LATERAL SPACING AS REQUIRED TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR AN EVEN WETTED PATTERN, BASED ON ACTUAL SOIL ANALYSIS. REFER TO DRIPLINE MANUFACTURER RECOMMENDATIONS FOR ADDITIONAL INFORMATION. FINAL EMITTER SPACING AND FLOW RATE TO BE APPROVED BY THE CLIENT REPRESENTATIVE. 22.DRAINAGE OF IRRIGATION WATER THROUGH DRIP EMITTERS WILL NOT BE ALLOWED. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL ADDITIONAL IN-LINE CHECK VALVES AS REQUIRED IN ANY AREA WHERE EMISSION DEVICES SHOW SIGNS OF DRAINAGE AFTER IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ADDITIONAL IN-LINE CHECK VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE CLIENT. 23.CONTRACTOR SHALL ADJUST THE DRIPLINE LAYOUT, WHEN PLANTER SLOPE IS GREATER THAN 5 PERCENT,TO PROVIDE LATERAL ROW SPACING THAT IS 25 PERCENT GREATER WITHIN THE BOTTOM ONE-THIRD OF THE SLOPE. 24.LOCATIONS AND THE QUANTITIES OF FLUSH VALVES AND AIR/VACUUM RELIEF VALVES (AVRV) SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HIGHEST POINTS OF EACH HYDROZONE AND LOCATING AVRV'S AS REQUIRED AND FOR INSTALLING ADDITIONAL FLUSH VALVES, AS NEEDED, ACCORDING TO MANUFACTURER'S GALLONS PER HOUR REQUIREMENTS PER HYDROZONE AT NO ADDITIONAL COST TO THE CLIENT 25.MAINLINE PIPE SIZE DOWNSTREAM OF LAST PIPE SIZE INDICATED TO BE THE SAME AS INLET OF PRODUCT IT SUPPLIES, BUT NOT LESS THAN 1-INCH. LATERAL PIPE SIZES DOWNSTREAM OF LAST PIPE SIZE CALL OUT SHALL BE SAME AS THE LAST PIPE SIZE CALLED OUT, BUT NO LESS THAN 3/4-INCH. 26.ALL IRRIGATION EQUIPMENT SHALL BE AS LISTED OR EQUAL AS APPROVED BY THE CITY'S REPRESENTATIVE. 27.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND COORDINATE AND PROVIDE THE FINAL CONNECTION OF THE CONTROLLER TO ITS DEDICATED POWER SOURCE. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND SHALL CONFORM TO THE LATEST EDITION OF THE N.E.C. AND ALL STATE AND LOCAL CODES AND REGULATIONS. ALL ELECTRICAL WORK SHALL BE REQUIRED TO PASS CITY INSPECTION. 28.SEE IRRIGATION DETAILS, TECHNICAL SPECIFICATIONS AND PLANTING PLANS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 29.ALL TRENCHING SHALL COMPLY WITH TREE PRESERVATION REQUIREMENTS. SEE PLANTING PLANS FOR ADDITIONAL INFORMATION. 1.THE CONTRACTOR SHALL AT HIS OWN EXPENSE, VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, STRUCTURES, AND SERVICES WHICH MAY AFFECT CONTRACTOR'S OPERATION DURING CONSTRUCTION BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 2.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE, WATER, GAS, OIL, SEWER, ETC., SO AS TO SAFELY PROTECT ALL UTILITIES, PERSONNEL, AND EQUIPMENT, AND SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION HEREIN. 3.WHERE IT IS NECESSARY TO EXCAVATE IN AREAS OF EXISTING UTILITIES, THE CONTRACTOR SHALL POTHOLE TO CONFIRM EXACT LOCATIONS OF EXISTING UTILITIES. 4. IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO THE SAME. 5.IN CASE OF INTERRUPTION OF UTILITIES CAUSED BY THE CONTRACTOR'S OPERATION OR NEGLECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR RECONSTRUCT DAMAGED ITEMS TO THE OWNER'S AND/OR UTILITY'S REPRESENTATIVE SATISFACTION AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE TO HAVE THE UTILITIES IN SERVICE AS SOON AS POSSIBLE. EXISTING UTILITIES NOTES 1.CONTROLLERS SHALL BE INSTALLED AT THE APPROXIMATE LOCATIONS SHOWN ON THE IRRIGATION PLANS. FINAL LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. REFER TO THE ELECTRICAL ENGINEERING DWGS FOR THE POINT OF CONNECTION TO THE POWER SOURCE. 2.ALL CABLES AND CONDUCTORS MUST BE INSTALLED IN CONDUIT AND SEALED PER NOTE 7 BELOW. EXTEND CONDUITS ALONG WITH APPROPRIATE CABLES/CONDUCTORS TO LOCATIONS SHOWN ON PLANS. REMOTE CONTROL WIRES SHALL BE DIRECT BURIAL. 3.PRIOR TO CONSTRUCTION, CONTRACTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER REPRESENTATIVE, RAINMASTER SALES REPRESENTATIVE, AND OTHER NECESSARY PARTIES ASSOCIATED WITH THE INSTALLATION OF IRRIGATION EQUIPMENT. 4.IRRIGATION CONTROLLER BY RAINMASTER. ENCLOSURE AND ASSOCIATED EQUIPMENT SHALL BE MANUFACTURED, AND ASSEMBLED BY RAINMASTER. 5.ALL CONDUCTORS AND WIRING SHALL BE NEATLY ARRANGED AND ORDERED SO THAT CLEAR ACCESS TO ALL EQUIPMENT IS MAINTAINED. 6.PROVIDE ENGRAVED SCREW-ON PHENOLIC NAMEPLATE ON DEVICE BOX INDICATING LOCATION AND NAME OF ORIGINATING ELECTRICAL PANEL AND BRANCH CIRCUIT IDENTIFICATION NUMBER. 7.CONTRACTOR SHALL SEAL OFF ENDS OF CONDUIT AFTER INSTALLING CONDUCTORS/WIRES WITH DUCT SEAL, AND CAP ENDS OF ALL SPARE CONDUITS. EXTEND SPARE CONDUITS 24" BEYOND FOUNDATION AND CAP WITH BRASS CAP. 8.PROVIDE QUANTITY OF UNUSED STATIONS (#14) SPARE WIRES FROM CONTROLLER TO A PULLBOX AS INDICATED ON PLANS. CAP SPARE WIRES WITH WIRE NUTS WRAPPED WITH VINYL ELECTRICAL TAPE. LABEL "SPARE". SEE IRRIGATION SPECIFICATIONS. 9.CONTROLLER ASSEMBLY TO BE COVERED BY A 5 YEAR WARRANTY. 10.CONTRACTOR TO FURNISH, INSTALL, AND TEST COMPLETE RAINMASTER AUTOMATIC IRRIGATION CONTROLLER ASSEMBLY CONSISTING OF BUT NOT LIMITED TO CONTROLLER(S), ENCLOSURE, TERMINAL INTERFACE BOARDS, 120 VOLT GFI OUTLET, ON/OFF SWITCH, CABLING, TRANSFORMERS, SURGE ARRESTERS, AND ALL OTHER ITEMS SPECIFIED. 11.REFER TO SHEET L4.0 FOR OTHER IRRIGATION SYSTEM COMPONENTS AND MATERIALS REQUIRED FOR PROJECT. 12.UPON COMPLETION OF INSTALLATION, CONTACT THE RAINMASTER SALES REPRESENTATIVE TO PERFORM A SITE VISIT TO VERIFY THE SYSTEM HAS BEEN INSTALLED PER MANUFACTURER'S INSTRUCTIONS. THE SYSTEM WILL NOT BE ACCEPTED UNTIL THE REPRESENTATIVE HAS INDICATED THAT THE SYSTEM HAS BEEN INSTALLED CORRECTLY AND IS OPERATING SATISFACTORILY. CONTRACTOR TO PROVIDE PROGRAMMING OF CONTROLLER, WITH TRAINING (AT NO CHARGE) FROM THE RAINMASTER SALES REPRESENTATIVE. 13.CONTRACTOR SHALL PROVIDE TWO KEYS FOR EACH OF THE THE CONTROLLER ENCLOSURES, AND SECURE THE ENCLOSURES WITH THE LOCK DURING CONSTRUCTION AND MAINTENANCE. LOCKS SHALL BE KEYED TO THE OWNER'S NUMBER ASSIGNED. IMMEDIATELY PRIOR TO PROJECT ACCEPTANCE, THE CONTRACTOR SHALL TURN THE KEYS OVER TO THE CITY. CONTROLLER NOTES 1.IRRIGATION DESIGN IS BASED ON CITY PROVIDED INFORMATION AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF SITE CONDITIONS WHICH MAY PREVENT INSTALLATION OF WORK PER PLANS, DETAILS AND SPECIFICATIONS. ALL EXISTING IRRIGATION SYSTEM LAYOUT (IF ANY) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AT THE START OF WORK. 2.CONTRACTOR SHALL FIELD VERIFY (POTHOLE IF NECESSARY) SIZE, MATERIAL, LOCATION AND DEPTH OF ALL MAINLINES THAT ARE TO BE CONNECTED TO OR CROSSED AT THE START OF WORK AND PROVIDE FINDINGS TO OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE START OF DEMOLITION. 3.THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ANY EXISTING IRRIGATION SYSTEMS DIRECTLY ADJACENT AND OUTSIDE OF THE LIMIT-OF-WORK AREAS PRIOR TO THE START OF WORK. CONTRACTOR SHALL DOCUMENT ANY BROKEN OR MALFUNCTIONING PIECE OF IRRIGATION EQUIPMENT AND PROVIDE THE OWNER'S REPRESENTATIVE WITH A WRITTEN REPORT. ANY REPAIRS REQUIRED TO COMPONENTS NOT NOTED IN THE REPORT DURING OR AFTER DEMOLITION IS COMPLETED SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND ALL REPAIR WORK SHALL BE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM TO REMAIN CAUSED BY EITHER THEIR OR THEIR SUB-CONTRACTORS OPERATIONS OR NEGLECT. IN CASE OF DAMAGE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ANY REQUIRED REPAIRS AS SOON AS POSSIBLE. REPAIRS SHALL BE THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE TO THE EXACT DUPLICATE OF ORIGINAL WORK OR HIGHER QUALITY. 5.EXISTING IRRIGATION OUTSIDE OF AREAS OF WORK (IF ANY) SHALL REMAIN FULLY OPERATIONAL. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEM'S WATERING OR OPERATION SHALL BE ALLOWED DURING THE COURSE OF CONSTRUCTION. THE EXISTING IRRIGATION SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION AND SHALL BE SUPPLEMENTED BY MANUAL WATERING ONLY WHEN REQUIRED OR REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 6.PROTECT ALL EXISTING MAINLINE, CONTROL VALVES AND WIRES, AND IRRIGATION EQUIPMENT, INCLUDING BY NOT LIMITED TO PRESSURE REDUCING VALVES, MASTER VALVES, FLOW SENSORS, ETC., NECESSARY FOR THE OPERABILITY OF THE EXISTING IRRIGATION SYSTEM TO REMAIN. REMOVE EXISTING IRRIGATION EQUIPMENT ONLY WHEN REQUIRED AS PART OF NEW IRRIGATION SYSTEM INSTALLATION. 7.ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER(S) SHALL REMAIN CONNECTED UNLESS OTHERWISE NOTED ON PLANS. CONFIRM PROPER EXISTING CONTROLLER OPERATION WITH CITY'S REPRESENTATIVE UPON COMPLETION OF WORK. 8.EXISTING EQUIPMENT MAY BE RELOCATED FROM THE AREA OF WORK IF REQUIRED IN ORDER TO MAINTAIN OPERABILITY OF THE EXISTING IRRIGATION SYSTEM DURING AND AFTER CONSTRUCTION. RELOCATE EXISTING EQUIPMENT ONLY AS REQUIRED TO REMAIN FUNCTIONAL AND AS PER CITY'S REPRESENTATIVE APPROVAL. EXISTING IRRIGATION NOTESIRRIGATION NOTES RM RM RM RM RM EX RM RM RM Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ D E M O _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10'20'5' IRRIGATION DEMOLITION PLAN - WEST L4.10 39 MATCH LINE SEE SHEET L4.11 Know what's belowCall before you dig. EXISTING MAIN LINE PIPE AND CONTROL WIRING TO REMAIN, TYPICAL. CUT EXISTING 4" PVC MAIN LINE PIPE AND CONTROL WIRING. FIELD VERIFY EXACT LOCATION, SIZE AND QUANTITY OF WIRES. INSTALL NEW 4" PVC MAIN LINE PIPE FROM THIS LOCATION TO NEW "A" REMOTE CONTROL VALVES AS SHOWN ON IRRIGATION PLAN. ALL EXISTING SYSTEMS TO REMAIN SHALL BE OPERATIONAL DURING CONSTRUCTION. EXISTING REMOTE CONTROL VALVE A-?? (UNKNOWN) AND ASSOCIATED PIPING AND SPRINKLERS TO BE REMOVED. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO REMAIN. PROTECT IN PLACE. EXISTING QUICK COUPLING VALVE TO BE REMOVED. EXISTING REMOTE CONTROL VALVE A-20 AND ASSOCIATED PIPING AND SPRINKLERS TO BE REMOVED. EXISTING REMOTE CONTROL VALVE A-23 TO REMAIN. PROTECT IN PLACE. EXISTING REMOTE CONTROL VALVES A-1, A-11 AND A-15 AND ASSOCIATED PIPING AND ROTORS TO BE REMOVED. EXISTING QUICK COUPLING VALVE TO BE REMOVED. EXISTING REMOTE CONTROL VALVES A-2 AND A-10 TO REMAIN. PROTECT IN PLACE. EXISTING MAIN LINE PIPE AND CONTROL WIRING TO REMAIN, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. CUT AND CAP EXISTING LATERAL. FIELD VERIFY EXACT LOCATION. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING MAIN LINE PIPE AND CONTROL WIRING TO REMAIN, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING ROTOR TO BE REMOVED, TYPICAL. EXISTING ROTOR TO BE REMOVED, TYPICAL. EXISTING ROTOR TO BE REMOVED, TYPICAL. EXISTING SPRINKLERS AND LATERALS TO BE REMOVED, TYPICAL. EXISTING SPRINKLERS AND LATERALS TO BE REMOVED, TYPICAL. EXISTING SPRINKLERS AND LATERALS TO BE REMOVED, TYPICAL. CUT AND CAP EXISTING LATERAL. FIELD VERIFY EXACT LOCATION. AVAILABLE CONTROLLER 'A' STATIONS AFTER DEMOLITION: A-1 A-11 A-15 A-19 A-20 EXISTING ROTOR TO BE REMOVED, TYPICAL. GENERAL IRRIGATION NOTES 1.REFER TO THE IRRIGATION EQUIPMENT LEGEND ON L4.00 AND THE GENERAL IRRIGATION NOTES ON SHEET L4.01 FOR ADDITIONAL INFO. 2.REFER TO THE IRRIGATION DEMOLITION PLANS ON SHEETS L4.10 & L4.11. 3.REFER TO THE IRRIGATION PLANS ON SHEETS L4.12 & L4.13. 4.REFER TO THE IRRIGATION DETAILS ON SHEETS L4.50, L4.51, L4.52, L4.53 & L4.54 FOR ADDITIONAL INFORMATION. 5.REFER TO THE HYDROZONE CHART AND MWELO CALCULATIONS ON SHEET L4.55 FOR ADDITIONAL INFORMATION. 6.ALL MAINLINE, LATERAL PIPE, VALVES, AND OTHER IRRIGATION SYSTEM APPURTENANCES SHOWN IN PAVED AREA IS FOR GRAPHICAL CLARITY ONLY. CONTRACTOR TO PLACE MAINLINE, LATERAL PIPE, VALVES AND ALL IRRIGATION APPURTENANCES WITHIN ADJACENT PLANTING AREAS UNLESS NOTED OTHERWISE ON THE PLANS. 7.CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN THE MINIMAL DEPTH REQUIREMENTS. EX RM EX RM RM RM RM RM RM EX EX RM RM Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ D E M O _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10'20'5' IRRIGATION DEMOLITION PLAN - EAST L4.11 40 MATCH LINE SEE SHEET L4.10 Know what's belowCall before you dig. EXISTING REMOTE CONTROL VALVE A-19 AND ASSOCIATED PIPING AND SPRINKLERS TO BE REMOVED. EXISTING REMOTE CONTROL VALVE A-18 AND ASSOCIATED PIPING AND SPRINKLERS LOCATED WEST OF THE EXISTING BASKETBALL COURT TO BE REMOVED. THERE ARE TWO EXISTING A-18 VALVES. CUT AND CAP EXISTING LATERAL. FIELD VERIFY EXACT LOCATION. EXISTING REMOTE CONTROL VALVE A-18 AND ASSOCIATED PIPING AND SPRINKLERS LOCATED EAST OF THE EXISTING BASKETBALL COURT TO REMAIN. THERE ARE TWO EXISTING A-18 VALVES. EXISTING VALVE A-18 PIPING AND SPRINKLERS LOCATED WEST OF THE EXISTING BASKETBALL COURT TO BE REMOVED. EXISTING VALVE A-18 PIPING AND SPRINKLERS LOCATED EAST OF THE EXISTING BASKETBALL COURT TO REMAIN. EXISTING REMOTE CONTROL VALVE A-21 AND ASSOCIATED PIPING AND SPRINKLERS TO REMAIN. EXISTING VALVE A-21 PIPING AND SPRINKLERS TO REMAIN. EXISTING MAIN LINE PIPE AND CONTROL WIRING TO REMAIN, TYPICAL. EXISTING ROTOR TO BE REMOVED, TYPICAL. EXISTING ROTOR TO BE REMOVED, TYPICAL. EXISTING ROTOR TO REMAIN, TYPICAL. EXISTING ROTOR TO REMAIN, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING LATERAL TO BE REMOVED, TYPICAL. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING REMOTE CONTROL VALVE A-17 AND ASSOCIATED PIPING AND ROTORS TO REMAIN. CUT EXISTING 4" PVC MAIN LINE PIPE AND CONTROL WIRING. FIELD VERIFY EXACT LOCATION, SIZE AND QUANTITY OF WIRES. INSTALL NEW 4" PVC MAIN LINE PIPE FROM THIS LOCATION AS SHOWN ON IRRIGATION PLAN. ALL EXISTING SYSTEMS TO REMAIN SHALL BE OPERATIONAL DURING CONSTRUCTION. EXISTING MAIN LINE PIPE AND CONTROL WIRING TO REMAIN, TYPICAL. CUT EXISTING 4" PVC MAIN LINE PIPE AND CONTROL WIRING. FIELD VERIFY EXACT LOCATION, SIZE AND QUANTITY OF WIRES. INSTALL NEW 4" PVC MAIN LINE PIPE FROM THIS LOCATION AS SHOWN ON IRRIGATION PLAN. ALL EXISTING SYSTEMS TO REMAIN SHALL BE OPERATIONAL DURING CONSTRUCTION. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING WATER METERS TO REMAIN. PROTECT IN PLACE. REFER TO UTILITY DRAWINGS REGARDING EXISTING BACKFLOW PREVENTER AND ASSOCIATED PIPING. EXISTING MAIN AND WIRING TO BE REMOVED, TYPICAL. EXISTING LATERAL TO REMAIN, TYPICAL. EXISTING LATERAL TO REMAIN, TYPICAL. EXISTING LATERAL TO REMAIN, TYPICAL. EXISTING ROTOR TO BE REMOVED, TYPICAL. AVAILABLE CONTROLLER 'A' STATIONS AFTER DEMOLITION: A-1 A-11 A-15 A-19 A-20 GENERAL IRRIGATION NOTES 1.REFER TO THE IRRIGATION EQUIPMENT LEGEND ON L4.00 AND THE GENERAL IRRIGATION NOTES ON SHEET L4.01 FOR ADDITIONAL INFO. 2.REFER TO THE IRRIGATION DEMOLITION PLANS ON SHEETS L4.10 & L4.11. 3.REFER TO THE IRRIGATION PLANS ON SHEETS L4.12 & L4.13. 4.REFER TO THE IRRIGATION DETAILS ON SHEETS L4.50, L4.51, L4.52, L4.53 & L4.54 FOR ADDITIONAL INFORMATION. 5.REFER TO THE HYDROZONE CHART AND MWELO CALCULATIONS ON SHEET L4.55 FOR ADDITIONAL INFORMATION. 6.ALL MAINLINE, LATERAL PIPE, VALVES, AND OTHER IRRIGATION SYSTEM APPURTENANCES SHOWN IN PAVED AREA IS FOR GRAPHICAL CLARITY ONLY. CONTRACTOR TO PLACE MAINLINE, LATERAL PIPE, VALVES AND ALL IRRIGATION APPURTENANCES WITHIN ADJACENT PLANTING AREAS UNLESS NOTED OTHERWISE ON THE PLANS. 7.CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN THE MINIMAL DEPTH REQUIREMENTS. PAD 295.5* FF 296.2* EX C 12 12 6 6 15V 15V 15V 15V 15V 12V 15V 15V 15V SPR 1.5 1,035 Z-2 1.8 30 H 23.5 A19 R 4" ROT 2" EXISTING N/A - 60 H - A2 ROT 2" EXISTING N/A - 60 H - A10 RWS 1.5" 432 Z-4 6.01 30 L 27.0 C19 BUB 1" 326 Z-6 2.36 30 M 8.0 C15 2" 2" 2" 2" 2" F F I BUB 1" 163 Z-6 2.80 30 M 4.8 C20 F DRP 1" 276 Z-3 0.98 30 L 2.8 C16 F I F F F F F DRP 1" 335 Z-3 0.98 30 L 3.4 C18 DRP 1" 986 Z-3 0.98 30 L 9.9 C17 F F I I DRP 1" 717 Z-3 0.98 30 L 7.2 C14 F F DRP 1" 1,010 Z-3 0.98 30 L 10.1 C3 F DRP 1" 1,772 Z-3 0.98 30 L 17.8 C1 I F DRP 1" 536 Z-3 0.98 30 L 5.4 C2 F F F I F F F F I F F 1" 1" 1.25" 1.25" 1.5" .75" .75".75" .75" 1" (1) W (1) S (1) L (1) S (1) L (1) S (3) L (1) S (1) L (1) S (1) M (1) W (2) L (1) S (1) M (1) W (2) L (1) S (1) M (1) W (1) S (2) L (1) S (2) L (1) S (2) L (1) S (1) S (1) L (1) S (4) L (1) S (2) L (1) S (2) L (1) S (1) L (1) S (2) L (1) S (1) L (1) S 1.25" 1.25"1" .75".75".75" .75" 1" .75" .75" .75" .75" 1" .75" .75" .75" .75" .75" .75" .75" 1" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" 1".75" .75" .75" .75" 1" .75" .75" .75" .75" 1"1" 1".75" .75" .75" .75" .75" .75" .75" .75" .75".75" 1" 1".75" 1" .75" 1" 1" 1" 1"1.25" 1" 1" 1" 1" 1.25" 1.25" 1.5" 1.5" .75" .75" .75" .75" Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10'20'5' GENERAL IRRIGATION LEGEND SLEEVING: REFER TO IRRIGATION LEGEND AND CHART ON SHEET L4.00 FOR TYPE AND SIZE. (#)M MAINLINE PIPE SLEEVE QUANTITY (#)L LATERAL PIPE SLEEVE QUANTITY (#)W WIRE/CONDUIT SLEEVE QUANTITY (#)S EMPTY(SPARE) SLEEVE QUANTITY VALVE CALLOUT 1-1/2"PIPE SIZING CALLOUT DRP 1" 631 Z1 0.85 30 L 5.4 A17CONTROLLER/STATION FLOW (GPM) HYDROZONE DESCRIPTION* VALVE SIZE OPERATING PRESSURE (PSI) HYDROZONE WATER-USE IRRIGATION METHOD (BELOW) PRECIP. RATE (IN./HR.) HYRDOZONE AREA (SF) *REFER TO HYDROZONE CHART RWS - TREE ROOT WATERING SYSTEM DRP - SUB-SURFACE DRIP GRID ROT - POP-UP ROTOR SPR - POP-UP SPRAY BUB - VINE BUBBLER IRRIGATION METHOD: GENERAL IRRIGATION NOTES 1.REFER TO THE IRRIGATION EQUIPMENT LEGEND ON L4.00 AND THE GENERAL IRRIGATION NOTES ON SHEET L4.01 FOR ADDITIONAL INFO. 2.REFER TO THE IRRIGATION DEMOLITION PLANS ON SHEETS L4.10 & L4.11. 3.REFER TO THE IRRIGATION PLANS ON SHEETS L4.12 & L4.13. 4.REFER TO THE IRRIGATION DETAILS ON SHEETS L4.50, L4.51, L4.52, L4.53 & L4.54 FOR ADDITIONAL INFORMATION. 5.REFER TO THE HYDROZONE CHART AND MWELO CALCULATIONS ON SHEET L4.55 FOR ADDITIONAL INFORMATION. 6.ALL MAINLINE, LATERAL PIPE, VALVES, AND OTHER IRRIGATION SYSTEM APPURTENANCES SHOWN IN PAVED AREA IS FOR GRAPHICAL CLARITY ONLY. CONTRACTOR TO PLACE MAINLINE, LATERAL PIPE, VALVES AND ALL IRRIGATION APPURTENANCES WITHIN ADJACENT PLANTING AREAS UNLESS NOTED OTHERWISE ON THE PLANS. 7.CONTRACTOR SHALL ROUTE ALL IRRIGATION MAINLINE, LATERAL PIPE AND SLEEVES AROUND ALL SERVICE LINES, UTILITIES, STORM DRAINAGE FACILITIES, ETC. IN ORDER TO AVOID ANY CONFLICTS IN THE FIELD. INSTALL IRRIGATION PIPE BELOW STORM DRAINAGE PIPES WHERE REQUIRED TO MAINTAIN THE MINIMAL DEPTH REQUIREMENTS. MWELO IRRIGATION DESIGN PLAN REQUIRED NOTES: MWELO REQUIRED STATEMENTS & CERTIFICATION: IRRIGATION PLAN - WEST L4.12 41 MATCH LINE SEE SHEET L4.13 AUTOMATIC IRRIGATION CONTROLLER 'C': LOCATION OF PROPOSED WALL MOUNTED IRRIGATION CONTROLLER. INSTALL PER DETAIL WITHIN UTILITY ROOM. CONNECT TO 120 VOLT POWER SUPPLY PER ELECTRICAL DRAWINGS. FINAL LOCATION OF CONTROLLER PER CLIENT. REFER TO GENERAL IRRIGATION NOTES FOR ADDITIONAL REQUIREMENTS. INSTALL CONDUITS FROM CONTROLLER TO EXTERIOR PLANTING AREA FOR LOW VOLTAGE CONTROL WIRES, FLOW SENSOR WIRES AND MASTER VALVE WIRES. SIZES AS REQUIRED. 1 2 LANDSCAPE IRRIGATION KEYED NOTES FOR THIS SHEET: POINT OF CONNECTION TO EXISTING IRRIGATION MAIN & WIRING FOR SYSTEM 'A': CONNECT TO EXISTING 4" PVC MAIN LINE PIPE AND LOW VOLTAGE CONTROL WIRES AT THIS LOCATION WITH NEW MAIN LINE PIPE AND CONTROL WIRES. ROUTE NEW PVC MAIN AND CONTROL WIRES AS INDICATED ON THE IRRIGATION PLANS. INSTALL PER DETAILS. 2 3 Know what's below Call before you dig. AVAILABLE CONTROLLER 'A' STATIONS AFTER CONSTRUCTION: A-20 IS UNUSED. 1 WIRELESS RAIN SHUT-OFF SENSOR FOR CONTROLLER 'C': MOUNT SENSOR ON SOUTH FACING EXTERIOR BUILDING EAVE/FASCIA. CONTRACTOR SHALL POSITION SENSOR TO PROVIDE OPTIMAL EXPOSURE TO UNOBSTRUCTED RAIN FALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3 PROPOSED RE-ROUTED IRRIGATION MAIN LINE PIPE: INSTALL PROPOSED MAIN LINE PIPE, CONTROL WIRING AND REMOTE CONTROL VALVES AT EDGE OF TURF SO THE VALVE BOXES ARE NOT LOCATED IN THE MIDDLE OF THE TURF, TYPICAL. 4 4 EXISTING SYSTEM TO REMAIN: PROTECT IN PLACE EXISTING SYSTEMS AND REMAIN OPERATIONAL DURING CONSTRUCTION. FIELD VERIFY EXACT LOCATIONS OF HEADS, PIPING, WIRING AND VALVES. 5 5 5 5 5 5 11-15-23 EX EX EX EX EX ROT 1.5" 1,657 Z-1 1.6 60 H 24.4 A1 6 12 12 1212 W FM 6 6 6 6 15V 15V ROT 2" 4,654 Z-1 0.8 60 H 48.8 A11 ROT 2" 9,918 Z-1 0.3 60 H 42.0 A15 4" 4" 4" 4" 4" 4" 2" 2" SPR 2" EXISTING N/A - 30 H - A18 ROT 2" EXISTING N/A - 60 H - A17 SPR 2" EXISTING N/A - 30 H - A21 DRP 1" 442 Z-3 0.98 30 L 4.5 C12 RWS 1.5" 432 Z-5 6.01 30 M 27.0 C13 2" 2" 2" 2" 2" BUB 1" 432 Z-6 1.78 30 M 8.0 C4 F I F F I DRP 1" 860 Z-3 0.98 30 L 8.6 C10 F F F DRP 1" 1,087 Z-3 0.98 30 L 10.9 C11 F F F F F I F I DRP 1" 512 Z-3 0.98 30 L 5.2 C9 DRP 1" 1,875 Z-3 0.98 30 L 18.8 C8 F F F F F F F F F F F F F F I DRP 1" 471 Z-3 0.98 30 L 4.8 C6 F I F F F I DRP 1" 827 Z-3 0.98 30 L 8.3 C5 DRP 1" 678 Z-3 0.98 30 L 6.8 C7 1.5" 1" 1.5" 1.25" 1.25" 2" 2" 1.25" 1.25" 1.25" 1.25" 1" 1" 1.5" 1.5" 1.5" 1.5" 1.25" .75"(1) L (1) S(1) M (1) W (2) L (1) S (1) M (1) W (1) L (1) S (1) M (1) W (1) L (1) S (1) M (1) W (1) S(1) M (1) W (2) L (1) S (1) M (1) W (1) S (1) M (1) W (1) S (1) M (1) W (2) L (1) S(2) L (1) S (1) L (1) S (3) L (1) S (1) L (1) S (1) L (1) S (1) L (1) S (1) L (1) S (2) L (1) S (2) L (1) S (2) L (1) S (2) L (1) S .75" 1" .75"1" .75" 1" .75" .75" .75" .75" .75" .75" .75" .75" .75" 1" 1" 1"1" 1" 1" 1" 1" 1.25" .75" .75" 1" .75" .75" .75" .75" .75" .75" .75" .75" .75" .75" 1" 1" 1" 1" .75" .75" .75" .75" .75" 1" .75" .75" .75" 1" .75" .75" .75" .75" .75".75" .75" 1" .75" 1" 1" 1" 1.25" 1.25" .75" .75" 1.25" 1.25" 1.25" 1.5" .75" .75" .75" .75" .75" .75" .75" .75" 1" .75" .75" 1" Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10'20'5' IRRIGATION PLAN - EAST L4.13 42 MATCH LINE SEE SHEET L4.12 GENERAL IRRIGATION LEGEND SLEEVING: REFER TO IRRIGATION LEGEND AND CHART ON SHEET L4.00 FOR TYPE AND SIZE. (#)M MAINLINE PIPE SLEEVE QUANTITY (#)L LATERAL PIPE SLEEVE QUANTITY (#)W WIRE/CONDUIT SLEEVE QUANTITY (#)S EMPTY(SPARE) SLEEVE QUANTITY VALVE CALLOUT 1-1/2"PIPE SIZING CALLOUT DRP 1" 631 Z1 0.85 30 L 5.4 A17CONTROLLER/STATION FLOW (GPM) HYDROZONE DESCRIPTION* VALVE SIZE OPERATING PRESSURE (PSI) HYDROZONE WATER-USE IRRIGATION METHOD (BELOW) PRECIP. RATE (IN./HR.) HYRDOZONE AREA (SF) *REFER TO HYDROZONE CHART RWS - TREE ROOT WATERING SYSTEM DRP - SUB-SURFACE DRIP GRID ROT - POP-UP ROTOR SPR - POP-UP SPRAY BUB - VINE BUBBLER IRRIGATION METHOD: MWELO IRRIGATION DESIGN PLAN REQUIRED NOTES: MWELO REQUIRED STATEMENTS & CERTIFICATION: 1 Know what's belowCall before you dig. AVAILABLE CONTROLLER 'A' STATIONS AFTER CONSTRUCTION: A-20 IS UNUSED. MASTER CONTROL VALVE (NORMALLY OPEN) FOR SYSTEM 'C': INSTALL PER DETAILS AND AS REQUIRED BY MANUFACTURER. WIRE TO CONTROLLER 'C'. 5 LANDSCAPE IRRIGATION KEYED NOTES FOR THIS SHEET: PROPOSED IRRIGATION WATER METER FOR SYSTEM 'C': SOURCE: DOMESTIC WATER (POTABLE) WATER METER SIZE (EXISTING): 2" SERVICE LATERAL SIZE (EXISTING): 2" AVAILABLE STATIC PRESSURE AT METER: 50 PSI - FIELD VERIFY SET PRESSURE AT PRV: N/A MINIMUM REQUIRED DESIGN PRESSURE: 50 PSI PEAK FLOW (MAX. DEMAND): 30 GPM IRRIGATION AREA (SF): 31,443 ANNUAL USAGE (ACRE-FT): 1.85 EXISTING SERVICE LINE: PROTECT IN PLACE. POINT-OF-CONNECTION (P.O.C.) FOR SYSTEM 'C': CONTRACTOR SHALL FIELD LOCATE IRRIGATION SERVICE LINE AT DOWNSTREAM SIDE OF EXISTING WATER METER. CONNECT AND EXTEND COPPER MAINLINE FROM P.O.C. TO BACKFLOW PREVENTER. INSTALL EQUIPMENT AS SHOWN. WORK SHALL CONFORM TO LOCAL CODES. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. REDUCED PRESSURE BACKFLOW PREVENTER FOR SYSTEM 'C': INSTALL WITH PRESSURE REGULATOR AND WYE STRAINER PER DETAIL AND AS REQUIRED BY LOCAL CODES. INSTALL WITH GREEN WEATHER BLANKET. 1 2 3 4 6 7 TEE MOUNTED FLOW SENSOR FOR SYSTEM 'C': INSTALL PER DETAILS AND AS REQUIRED BY MANUFACTURER. WIRE TO CONTROLLER 'C'. POINT OF CONNECTION TO EXISTING IRRIGATION MAIN & WIRING FOR SYSTEM 'A': CONNECT TO EXISTING 4" PVC MAIN LINE PIPE AND LOW VOLTAGE CONTROL WIRES AT THIS LOCATION WITH NEW MAIN LINE PIPE AND CONTROL WIRES. ROUTE NEW PVC MAIN AND CONTROL WIRES AS INDICATED ON THE IRRIGATION PLANS. INSTALL PER DETAILS. LANDSCAPE IRRIGATION KEYED NOTES FOR THIS SHEET 3 6 5 4 2 7 7 8 9 MAIN LINE CROSSING OF TWO SYSTEMS: SYSTEM 'C' CROSSES OVER SYSTEM 'A' AT THIS LOCATION. DO NOT INTERCONNECT SYSTEMS, AND MAINTAIN SEPARATION THROUGHOUT. 9 LANDSCAPE IRRIGATION KEYED NOTES FOR THIS SHEET 8 CONNECTION TO EXISTING REMOTE CONTROL VALVE A-21: EXTEND MAINLINE AND CONNECT TO EXISTING REMOTE CONTROL VALVE. MAIN LINE PIPE TO MATCH SIZE OF EXISTING REMOTE CONTROL VALVE. MAINTAIN CONNECTION OF EXISTING CONTROL WIRES TO EXISTING VALVE. PROPOSED RE-ROUTED IRRIGATION MAIN LINE PIPE: INSTALL PROPOSED MAIN LINE PIPE, CONTROL WIRING AND REMOTE CONTROL VALVES AT EDGE OF TURF SO THE VALVE BOXES ARE NOT LOCATED IN THE MIDDLE OF THE TURF, TYPICAL. 11 11 11 EXISTING SYSTEM TO REMAIN: PROTECT IN PLACE EXISTING SYSTEMS AND REMAIN OPERATIONAL DURING CONSTRUCTION. FIELD VERIFY EXACT LOCATIONS OF HEADS, PIPING, WIRING AND VALVES. 10 10 10 10 10 10 10 10 10 11-15-23 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION DETAILS L4.50 43 Scale: N.T.S.TRENCHING - WITHIN PLANTING AREAS NOTES: 1.DIG SIDES OF TRENCH SQUARE AND CLEAN OF ALL SHARP MATERIAL. 2.NON-PRESSURE PIPES RUNNING PARALLEL TO EACH OTHER MUST HAVE A MIN. CLEARANCE OF 6" FROM EACH OTHER. 3.IRRIGATION PIPES SHALL HAVE A MIN. CLEARANCE OF 24" FROM OTHER TRADES. 4.PROVIDE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. 5.CONTRACTOR MUST ADJUST MAINLINE AS REQUIRED TO AVOID OTHER ELEMENTS. SECTION VIEW D E F A B 1 UNDISTURBED NATIVE SOIL. COMPACTED NATIVE BACKFILL OVER INITIAL SAND BEDDING. NO PARTICLES GREATER THAN 1". COMPACT PER SPECS. COPPER TRACE WIRE. REFER TO SPECS. PRESSURE MAINLINE PIPE, PER LEGEND. CONTROL WIRES, BUNDLED AND TAPED TO SIDE OF MAINLINE AT 10' O.C. (INSTALL WIRES IN CONDUIT FROM CONTROLLER TO MAINLINE). NON-PRESSURE LATERAL LINE, PER LEGEND. INITIAL SAND BACKFILL PER SPECS. PROVIDE 6" BEDDING DEPTH BELOW MAINLINE AND 6" COVER ABOVE MAINLINE. COMPACT PER SPECS. FINISH GRADE 9" MIN. OR AS NEEDED TO PROVIDE FOR A MINIMUM 6" CLEARANCE BETWEEN PIPES. 1 2 3 6 7 8 9 2 3 4 5 4 5 6 8 7 C D 9 DEPTH 4" AND LARGER 3" AND SMALLER 2-1/2" AND SMALLER CONTROL WIRES A B C D E F N/A 18" 12" N/A N/A N/A N/A N/A N/A N/A N/A 18" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LAT MAIN WIRING Scale: N.T.S.TRENCHING - BENEATH PAVING NOTES: 1.DIG SIDES OF TRENCH SQUARE AND CLEAN OF ALL SHARP MATERIAL. 2.NON-PRESSURE PIPES RUNNING PARALLEL TO EACH OTHER MUST HAVE A MIN. CLEARANCE OF 6" FROM EACH OTHER. 3.IRRIGATION PIPES SHALL HAVE A MIN. CLEARANCE OF 24" FROM OTHER TRADES. 4.PROVIDE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. 5.CONTRACTOR MUST ADJUST MAINLINE AS REQUIRED TO AVOID OTHER ELEMENTS. 6.ALL SLEEVES MUST BE A MIN. OF 2 TIMES THE DIAMETER OF THE PIPE WITHIN 7.ALL SLEEVES MUST EXTEND 6" MIN. DISTANCE PAST CURB OR PAVEMENT EDGES. SECTION VIEW 1 2 3 6 7 8 9 4 5 DEPTH 4" AND LARGER 3" AND SMALLER 2-1/2" AND SMALLER CONTROL WIRES A B C D E F N/A 18" 12" N/A N/A N/A N/A N/A N/A N/A N/A 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" D E F AB 6 7 8 9 E 10 D C 1'-0" 4 511 FINISH GRADE. VEHICULAR OR PEDESTR. PAVING. UNDISTURBED NATIVE SOIL. COMPACTED BACKFILL OVER INITIAL SAND BEDDING: -BENEATH VEHICULAR PAVEMENT SHALL BE COMPACTED CLASS II AGG., DEPTH AND COMPACTION PER ENGINEER'S PLANS -BENEATH NON-VEHICULAR PAVEMENT SHALL BE NATIVE SITE SOIL. NO PARTICLES GREATER THAN 1". COMPACT PER SPECS. COPPER TRACE WIRE, REFER TO SPECS. PRESSURE MAINLINE PIPE SLEEVE, PER LEGEND. CONTROL WIRE SLEEVE, PER LEGEND. NON-PRESSURE LATERAL LINE SLEEVE, PER LEGEND. INITIAL SAND BACKFILL PER SPECS. PROVIDE 6" BEDDING DEPTH BELOW MAINLINE AND 6" COVER ABOVE MAINLINE. COMPACT PER SPECS. 9" MIN. OR AS NEEDED TO PROVIDE FOR A MINIMUM 6" CLEARANCE BETWEEN PIPES. PAVEMENT SUBGRADE - AS PER ENGINEER'S PLANS 3 2 1 10 11 18" LAT MAIN WIRING 12 Scale: N.T.S.MANIFOLD INSTALLATION NOTES: 1.ALL THREADED CONNECTIONS MUST HAVE TEFLON TAPE (PVC/ BRASS) OR PASTE (BRASS ONLY). 2.REMOTE CONTROL VALVES SHALL BE INSTALLED WITH THE LARGEST VALVE AND GPM FLOW INSTALLED FIRST ON THE MANIFOLD, WITH THE SMALLER VALVES AND CAPACITIES TRANSITIONING FROM THERE. 3.REFER TO SPECIFIC DETAIL FOR ISOLATION BALL VALVE REQUIREMENTS. 4.REFER TO SPECIFIC DETAIL FOR QUICK COUPLER VALVE REQUIREMENTS. 5.REFER TO SPECIFIC DETAIL FOR REMOTE CONTROL VALVE REQUIREMENTS. 6.REFER TO SPECIFIC DETAIL FOR VALVE BOX LAYOUT REQUIREMENTS. 7.REFER TO SPECIFIC DETAIL FOR PRESSURE MAINLINE AND NON-PRESSURE LATERALS PIPE REQUIREMENTS. PRESSURE MAINLINE AND TEE FITTING(S). INDIVIDUAL REMOTE CONTROL VALVE WITH BALL VALVE . ISOLATION BALL VALVE WHEN SINGLE REMOTE CONTROL VALVE IS NOT GROUPED WITHIN MAINLINE MANIFOLD ASSEMBLY. REMOTE CONTROL VALVE MANIFOLD TEE AND PRESSURE MAINLINE PIPE. MUST BE MAINLINE SIZE. MANIFOLD ISOLATION BALL VALVE. VALVE MUST BE MAINLINE SIZE. MANIFOLD VALVES TOGETHER WHEN WITHIN 20 FEET OF EACH OTHER. VALVE BOX, TYP. EDGE OF AREA, ADJACENT PAVING OR CONCRETE CURB. 1 2 3 4 7 5 6 2 3 8 1 9 1 5 8 6 8 9 VALVE MANIFOLD PLAN VIEW DIAGRAM INDIVIDUAL REMOTE CONTROL VALVE PLAN VIEW DIAGRAM 9 444 7 Scale: N.T.S.VALVE BOX LAYOUT NOTES: 1.INSTALL VALVE BOXES IN GROUND COVER/ SHRUB PLANTING AREAS WHENEVER POSSIBLE. 2.ALL VALVE BOXES MUST BE PERPENDICULAR TO EDGE OF AREA, ADJACENT PAVING OR CONCRETE CURB AND SET PARALLEL TO EACH OTHER. 3.ALL VALVES MUST BE CENTERED AND INSTALLED PLUMB INSIDE VALVE BOX TO FACILITATE ACCESS AND MAINTENANCE. 4.ALL VALVES MUST BE INSTALLED IN ITS OWN VALVE BOX. 6.REFER TO VALVE ASSEMBLY DETAILS FOR VALVE BOXES FINISH ELEVATIONS. 7.AVOID EXCESSIVE COMPACTING AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 8.INSTALL VALVE BOX EXTENSIONS BY VALVE MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE VALVE ASSEMBLY. 9.LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 10.BOX COLOR: GREEN FOR POTABLE WATER SYSTEMS.. 11.ALL VALVE BOX LIDS MUST BE LABELED BY HOT IRON BRANDING: YS - WYE STRAINER CV - CHECK VALVE MV - MASTER VALVE FS - FLOW SENSOR RCV - REMOTE CONTROL VALVE QCV - QUICK COUPLER VALVE BV - ISOLATION BALL VALVE GV - ISOLATION GATE VALVE E - PULL BOX/ SPLICE BOX BV 12", TYP. 12", TYP.12", TYP. 12", TYP. RC V RC V 1 234 1 10" ROUND VALVE BOX PER SPECS FOR REMOTE CONTROL WIRE PULL/SPLICES, TYP. RECTANGULAR VALVE BOX PER SPECS FOR MAINLINE ISOLATION BALL VALVE, TYP. RECTANGULAR VALVE BOX PER SPECS FOR REMOTE CONTROL VALVE ASSEMBLIES, TYP. EDGE OF AREA, SIDEWALK, CONCRETE CURB, ETC., TYP. 2 3 4 34 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION DETAILS L4.51 44 Scale: N.T.S.POP-UP ROTOR 1 2 3 6 7 8 4 5 FINISH GRADE POP-UP ROTOR HEAD, PER IRRIGATION EQUIPMENT LEGEND AND SPECS. INSTALL HEAD 2-1/2" ABOVE FINISH GRADE AT SHRUB AND GROUND- COVER AREAS. INSTALL HEAD 3/4" ABOVE FINISH GRADE AT TURF AREAS. NATIVE SOIL COMPACTED TO ORIGINAL DENSITY AROUND HEAD. TRIPLE SWING JOINT ASSEMBLY. THREADED ENDS SHALL BE SAME SIZE AS SPRINKLER INLET. 12" MIN. LENGTH FOR 12" POP-UP. SEE SPECS. SCH. 40 PVC FITTING. SxSxT (TEE) OR SxT(ELL) AS REQUIRED, LATERAL X SPRINKLER INLET SIZE. PVC NON-PRESSURE LATERAL LINE. SEE SPECS. NOTES: 1.USE 3/4" TEFLON TAPE WHERE ELL MEETS TEE/ELL. 2.INSTALL HEADS PERPENDICULARLY PLUMB TO ADJACENT GRADE. 3.ADJUST NOZZLES/HEAD TO PREVENT OVERSPRAY ONTO PAVING, WALLS/FENCES, BUILDINGS, ETC. 4.INSTALL HEADS 4" FROM ALL HARDSCAPE EDGES. 5.INSTALL HEADS 6" FROM WALLS/ FENCES. 3/4" 2-1/2" 3 2 4 1 8 7 6 12" MIN. 10 Scale: N.T.S.PULL BOX FINISH GRADE AT PLANTER. FINISH GRADE AT TURF AREA. PVC SCH. 40 ELECTRICAL CONDUIT AND SWEEPS TO DEPTH PER SPECS. RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, AND SS HARDWARE. APPROVED WIRE CONNECTOR (IF APPLICABLE). 36" EXPANSION COIL. 3 CU. FT. CRUSHED ROCK BASE. LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. NATIVE SOIL. (4) CONCRETE BRICK SUPPORTS, ONE AT EACH CORNER. 1 2 3 4 5 6 7 8 9 1 7 4 8 1"4" 5 6 2 3 10 9 NOTES: 1.ALL WIRING MUST CONFORM TO LOCAL CODES. 2.PROVIDE 36" EXPANSION COILS AT EACH WIRE CONNECTION. 3.PROVIDE 3" CLEARANCE BETWEEN WIRES AND LID. 4.NO WIRE SPLICES ARE ALLOWED WITHOUT OWNER'S REPRESENTATIVE APPROVAL. 10 Scale: NTSDRY SPLICE CONNECTION 4 STRIP, CLEAN AND DRY WIRES APPROXIMATELY 5/8" FROM END AND INSERT WIRES THROUGH HOLES IN BASE OF BODY ELECTRICAL CONNECTOR APPLY ELECTRICAL CONNECTOR AND TWIST CLOCKWISE GEL-FILLED INSULATOR INSERT SPLICE INTO GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD ELECTRICAL CONNECTOR IN PLACE. POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 1 2 3 5 1 2 6 4 56 3 8 7 Scale: N.T.S.ISOLATION BALL VALVE, 3" & SMALLER NOTES: 1.BALL VALVE MUST BE INSTALLED IN VALVE BOX TO ALLOW PROPER OPERATION OF BALL VALVE HANDLE. 2.ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE OR PASTE. 3.PROVIDE 45° ELLS TO ACHIEVE BALL VALVE HEIGHT PER DETAIL. FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA PVC MAINLINE. USE PVC SCH. 80 45° ELL TO DEPTH PER SPECS. RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, AND SS HARDWARE BRASS NIPPLE.3 QTY., TYP BRASS UNION ISOLATION BALL VALVE. REFER TO SPECS. PVC SCH. 80 FEMALE ADAPTER, (2) QTY. 3 CU. FT. 3/8" PEA GRAVEL LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. NATIVE SOIL COMPACTED TO (4) CONCRETE BRICK SUPPORTS, ONE AT EACH CORNER 1 1 2 3 4 5 6 7 8 9 10 11 12 3 4 2 5 6 13 11 8 9 10 12 7 4"2" 2" 3" 5Scale: N.T.S.REMOTE CONTROL VALVE 3 4 1 5 6 7 8 2 13 14 15 16 17 18 19 20 9 10 11 12 21 FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA PVC LATERAL LINE. USE PVC SCH. 40 45° ELL TO DEPTH PER SPECS. LATERAL PIPE, PER SPECS. RECTANGULAR VALVE BOX DIRECT BURIAL CONTROL WIRING. EXTRA WIRE. TAG WITH STATION NUMBER. SCH. 80 NIPPLE (4X PER VALVE) NATIVE SOIL COMPACTED CONNECTION: SLIP X FT SCH. 80 PVC ELL EXISTING MANIFOLD PIPE. LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. EXISTING MAINLINE/ WIRES TO REMAIN. EXISTING MAINLINE FITTING TO REMAIN. VALVE SIZE BRONZE BALL VALVE. ONE PER VALVE. REMOTE CONTROL VALVE, SIZE PER PLAN. SCH. 80 UNION SCH. 80 FEMALE ADAPTER 3 CU. FT. 3/4" PEA GRAVEL. BRICK SUPPORTS, TYP. OF 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 6 Scale: N.T.S.DRIP REMOTE CONTROL VALVE ASSEMBLY FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA IRRIGATION PRESSURE MAINLINE OR MANIFOLD SUPPLY REFER TO REMOTE CONTROL VALVE DETAIL SCH. 80 PVC NIPPLE. 3" MIN. LENGTH SCH. 80 PVC ELL (TxT) SCH.80 PVC NIPPLE. LENGTH AS REQ. JUMBO RECTANGULAR VALVE BOX WITH LOCKING COVER AND SS LOCKING BOLT SCREEN FILTER. SEE LEGEND AND SPECS SCH. 80 PVC UNION PRESSURE REGULATOR. SEE LEGEND AND SPECS SCH. 80 PVC MALE ADAPTER SCH. 40 PVC COUPLING IRRIGATION LATERAL LINE. SEE LEGEND AND SPECS NATIVE SOIL COMPACTED BRICK SUPPORTS, TYP. OF 4 LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. 3 CU. FT. 3/4" PEA GRAVEL 1 2 3 4 5 6 3 8 4 6 5 6 9 10 12 11 14 13 12 11 10 18 17 16 8 1 149 2 6 15 7 13 7 8 9 10 11 12 13 14 15 16 17 18 TOP VIEW SECTION ELEVATION A-A 4"2" A A 11 Scale: N.T.S.TREE/VINE BUBBLER ASSEMBLY KEY: TRUNK OF TREE, STEM OF VINE, TYP. EDGE OF ROOTBALL, TYP. PLANTING PIT, TYP. BUBBLER ADJACENT TO ROOTBALL. QUANTITY PER LEGEND. LATERAL LINE IRRIGATION. SEE PLANS FOR SIZING AND TYPE. SCH. 40 PVC TEE OR 90° ELBOW SCH. 40 PVC 90° ELBOW SLIP TO THREAD TRIPLE SWING JOINT 1 2 3 41 2 3 4 NOTES: 1.CONTRACTOR SHALL SETTLE THE AREA AROUND THE BUBBLER AND EDGE OF THE ROOTBALL SO THAT ALL IRRIGATION FLOWS THROUGH THE ROOT BALL. 2.BUBBLER MUST BE ADJACENT TO THE EDGE OF THE ROOTBALL. 3.IN GROUND SHRUB CONDITION IS IDENTICAL TO VINE CONDITION. 4.LOCATE BUBBLERS ON HIGH SIDE OF ROOTBALL WHEN SLOPE EXISTS. 5 5 6 7 8 8 6 1 2 3 4 7 8 5 TREE VINE 7 6 6 9 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION DETAILS L4.52 45 NOT TO SCALEWALL MOUNT CONTROLLER NOTES: 1.PROPER GROUNDING IS REQUIRED TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS AS PER MFG'R REQUIREMENTS. 2.USE CONDUIT PER CONDITIONS OR PER LOCAL CODE. 3.INSTALL PER MANUFACTURER'S INSTRUCTIONS. WALL JUNCTION BOX 1/2" CONDUIT POWER SUPPLY WIRES ETHERNET CABLE (IF REQ'D) IRRIG. WIRES IN CONDUIT TO FIELD 2" CONDUIT GROUNDING WIRE 1" CONDUIT FOR ANTENNA CABLE (IF REQ'D) IRRIGATION CONTROLLER WALL MOUNTED IN UTILITY ROOM. SEE LEGEND FOR MODEL NUMBER. 60" ABOVE FINISH FLOOR OF UTILITY ROOM. FINISH FLOOR. 1 2 3 4 5 6 7 8 1 2 2 3 4 5 6 7 8 9 10 9 10 11 11 12 Scale: N.T.S.MANUAL FLUSH VALVE NOTES: 1.TAG EACH FLUSH VALVE WITH A PERMANENT METAL ID TAG. NUMBER SHALL CONINCIE WITH CONTROLLER STATION NUMBER. TAG SHALL BE PLACED TO AVOID BEING BURIED. 2.REFER TO SPECS FOR ADDITIONAL INFORMATION. 10 5 9 2 1 3 6 2 4 7 8 SCH. 40 PVC. BALL VALVE PER LEGENG. IRRIGATION HOSE FITTING 1/2" SIZE IRRIGATION HOSE. 30" MIN. LENGTH. COIL INSIDE VALVE BOX. PVC EXHAUST HEADER PER PLANS AND LEGEND. 10" ROUND VALVE BOX WITH LOCKING COVER AND SS BOLT VALVE ID TAG. SEE NOTE #1. 3/4" CRUSHED DRAIN ROCK, 6" MIN. DEPTH. EXTEND 6" BEYOND ALL EDGES OF VALVE BOX 1/4" GALV. WIRE CLOTH. WRAP AROUND CRUSHED ROCK. FINISH GRADE SET VALVE BOX FLUSH WITH TOP OF MULCH LAYER. 1 2 3 4 5 6 7 8 9 10 Scale: N.T.S.DRIP OPERATION INDICATOR NOTES: 1.LOCATE INDICATOR WITHIN AN AREA ADJACENT TO A WALKWAY, CURB, ETC. AND AWAY FROM PLANT MATERIALS TO PROVIDE EASY VISUAL CONFIRMATION FROM A DISTANCE OF OPERATION. 2.COMPACT SOIL AROUND INDICATOR TO THE SAME DENSITY AS ADJACENT SOIL. 1 7 5 DRIP OPERATION INDICATOR 1/2" FPT CONNECTION FROM IRRIGATION LATERAL LINE IRRIGATION LATERAL PIPE SWING JOINT FINISH GRADE IN LAWN. INSTALL INDICATOR FLUSH WITH FINISH GRADE IN TURF AREA. ADJACENT MULCH FINISH GRADE IN PLANTER AREA. INSTALL INDICATOR 1/2" ABOVE FINISH GRADE OF MULCH IN SHRUB AND GROUNDCOVER AREAS 1 2 3 4 5 6 7 6 3 4 2 Scale: N.T.S.SUBSURFACE DRIPLINE 1 8 X 3 5 10 9 2"-4" PE R P L A N S 7 2 6 4 PER PLANS FINISH GRADE AT PLANTER TOP SOIL. SEE SPECS. DRIPLINE, SEE IRRIGATION LEGEND REFER TO PLAN FOR SPACING REQ. PREPARED SUBGRADE. REFER TO PLANITNG PLANS AND DETAILS. PVC NON-PRESSURE LATERAL LINE PER IRRIGATION PLANS DEPTH OF PVC LATERAL LINE, SEE PLANS AND SPECS DEPTH OF DRIPLINE, REFER TO IRRIGATION LEGEND PLANTER EDGE LOCATE PERIMETER DRIPLINE LATERALS 2" MIN. AND 4" MAX. AWAY FROM EDGES. MULCH AND PLANTING MATERIAL PER PLANTING PLAN 1 2 3 4 5 6 7 8 9 10 11 11 17 1618 ISOLATION GATE VALVE (3" & SMALLER)Scale: N.T.S. FINISH GRADE SET TOP OF BOX ABOVE FINISH GRADE: 1/2" IN SEED, 1-1/2" IN SOD, 2-1/2" IN PLANTER. ALLOW 3" BETWEEN TOP OF THE INTERIOR VALVE BOX COVER AND TOP OF VALVE HANDLE. GREEN PLASTIC VALVE BOX WITH BOLT DOWN LOC-KIT; CARSON MODEL 910. 45° FITTING 3/4" CRUSHED ROCK; 3" MINIMUM DEPTH. EXTEND 6" BEYOND VALVE BOX WALL. GATE VALVE (THREADED) MAIN LINE MALE SLIP ADAPTER, (ON EACH SIDE, 2 TOTAL) 1/4" GALVANIZED WIRE CLOTH 1 2 3 4 5 6 9 NOTES: 1.WHEN THE MAIN LINE IS TERMINATED AT THE VALVE, EXTEND MAIN LINE 48" BEYOND VALVE BOX AND CAP. 1 4 2 3 5 8 6 7 8 9 5 12 " MA I N L I N E D E P T H AS P E R P L A N S 10 8 10 7 8 13 Scale: N.T.SQUICK COUPLER VALVE NOTES: 1.ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE. 2.ALL BRASS PIPE TO BE YELLOW BRASS. 3.MINIMUM LINE SIZE SUPPLYING A QUICK COUPLER MUST BE 1-1/2" 4.QUICK COUPLERS MUST BE NO MORE THAN 200' O.C. APART. LOCATE AT RCV MANIFOLDS WHEN POSSIBLE. 5.REFER TO DETAIL # FOR ALL ISOLATION BALL VALVE REQUIREMENTS. 5 3 4 FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA 10" ROUND VALVE BOX W/ BOLT DOWN COVER, AND SS HARDWARE QUICK COUPLER VALVE PER LEGEND AND SPECS. BRASS NIPPLE, TYP. BRASS STREET ELL, TYP. NATIVE SOIL COMPACTED TO 1 CU. FT. 3/8" PEA GRAVEL PRESSURE MAINLINE PER SPECS #4 X 36" REBAR STAKE. SECURE QUICK COUPLER VALVE TO STAKE WITH (2) TWO STAINLESS STEEL CLAMPS BRASS NIPPLE, 10" LENGTH MIN. SCH. 80 PVC MAINLINE TEE OR ELL LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH, TYP. BRASS BALL VALVE W/ PVC. SCH. 80 MALE ADAPTERS. CONCRETE BRICK SUPPORTS, THREE (3) SPACED EQUALLY ALONG PERIMETER BOTTOM. 2 4" 2" 3" CLR. 5" 6 7 8 9 10 11 12 13 14 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Scale: N.T.S.ISOLATION GATE VALVE (4" & LARGER) NOTES: 1.CONTRACTOR SHALL PROVIDE (1) 5-FOOT TEE WRENCH WITH 2" SQUARE NUT FOR VALVE OPERATION. FINISH GRADE AT PLANTER FINISH GRADE AT TURF AREA RECTANGULAR VALVE BOX W/ BOLT DOWN COVER, AND SS HARDWARE 8" PVC CL 160 PIPE. ISOLATION GATE VALVE WITH 2" OPERATING NUT PER SPECS AND IRRIGATION LEGEND 3 CU. FT. 3/4" PEA GRAVEL LANDSCAPE FABRIC AND 1/4" GALV. WIRE MESH BELOW BOX, TYP. SCH. 80 FLANGE, BOLT & GASKET, TYP., (2) QTY. ROUNDED PEA GRAVEL OVER DOUBLE WRAPPED PIPING AND VALVE. SOLVENT WELD PVC PIPE PER SPECS AND IRRIGATION LEGEND NATIVE SOIL COMPACTED TO MIRAFY FILTER FABRIC 14" X 14" X 4" CONC. SUPPORT STEEL POWDER COATED VALVE STAND (2) QTY., TYP. 1 1 2 3 4 5 6 7 8 9 10 12 13 2 3 4 5 6 7 8 9 10 11 12 11 1413 14 4"2" 3" C L R . 4" 14 15 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION DETAILS L4.53 46 Scale: N.T.S.DRIPLINE LAYOUT (TYPICAL) END FEED LAYOUT CENTER FEED LAYOUT 9 11 1 5 10 X 2 3 4 6 7 10 X 7 1 11 2 9 3 4 5 2 6 9 DRIP REMOTE CONTROL VALVE ASSEMBLY. REFER TO IRRIGATION PLANS AND LEGEND IRRIGATION NON-PRESSURE PVC LATERAL SUPPLY LINE (HEADER), PER IRRIGATION PLANS AND LEGEND DRIPLINE TUBING LATERAL PER IRRIGATION LEGEND PLANTING AREA PERIMETER AIR/VACUUM RELIEF VALVE PER IRRIGATION LEGEND. INSTALL AT HIGH POINT(S) OF HYDROZONE. LOCATE IN FIELD. AIR/VACUUM RELIEF LATERAL BLANK DRIPLINE TUBING. CONNECT PERPENDICULAR TO DRIPLINE USING MANUFACTURER APPROVED FITTINGS INSTALL PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE OF HARDSCAPE, CURB, ETC. IRRIGATION NON-PRESSURE PVC EXHAUST HEADER. FLUSH VALVE PER IRRIGATION LEGEND. PLUMB TO NON- PRESSURE PVC LATERAL LINE DISTANCES PER IRRIGATION LEGEND IRRIGATION PRESSURE MAINLINE PER PLANS AND SPECS. 1 2 3 4 5 6 7 8 9 10 11 8 8 8 Scale: N.T.SDRIPLINE MANIFOLD SUPPLY DRIPLINE, TYPE AND DEPTH PER IRRIGATION LEGEND BLANK POLYETHYLENE TUBING BARB X MPT ADAPTER SCH. 40 PVC TEE WITH FPT OUTLET NON-PRESSURE LATERAL DOWNSTREAM FROM DRIP REMOTE CONTROL VALVE ASSEMBLY BARBED INSERT 90° ELL FITTING BARBED INSERT TEE FITTING 1 2 3 4 5 6 7 3 4 5 6 2 1 3 4 5 1 7 2 A END FEED MANIFOLD SUPPLY ISOMETRIC B CENTER FEED MANIFOLD SUPPLY ISOMETRIC Scale: N.T.S.DRIPLINE TO PVC LATERAL LINE TRANSITION (SUPPLY AND EXHAUST HEADER) FINISH GRADE AT PLANTER TOP SOIL. REFER TO SPECS COMPACTED SUBGRADE. REFER TO SPECS. DRIPLINE TUBING, REFER TO IRRIGATION LEGEND FOR ADDITIONAL INFORMATION BARBED DRIP ELBOW FITTING BARBED DRIP TEE FITTING BLANK POLYETHYLENE DRIP TUBING BARBED x 1/2" MPT ADAPTER PVC TEE (SLxSLxTH) WITH 1/2" FPT INLET PVC SUPPLY LATERAL LINE, SIZE AND TYPE PER PLAN DEPTH OF MULCH, REFER TO SPECS. DEPTH OF PVC LATERAL LINE, REFER TO IRRIGATION LEGEND 4" GALVANIZED STAPLE. INSTALL OVER TUBING AT SPACING PER SPECS 1 2 3 4 5 6 7 8 9 10 11 12 13 2 1 1313 11 7 6 4 8 9 10 12 3 8 9 10 7 5 4 3 12 2 1 13 11 A MANIFOLD-ELL CONDITION SECTION ELEVATION B MANIFOLD-TEE CONDITION SECTION ELEVATION 3 3 20 2122 19 3" M I N . CL E A R ARV PLUMBED TO PVC PIPE 3" MIN. CLEAR NOTES: 1.ARV VALVES SHALL BE INSTALLED IN VALVE BOXES AT HIGHEST POINTS WITHIN SUB-SURFACE DRIP SYSTEM PER MNF'R GUIDELINES. 2.SEE LEGEND FOR LATERAL DEPTH AND SPACING. ARV PLUMBED TO DRIPLINE ARV @ DRIPLINE SECTION ELEVATION SECTION ELEVATION ISOMETRIC A B C AIR VACUUM/RELIEF VALVE, REFER TO LEGEND FINISH GRADE SET TOP OF VALVE BOX ABOVE FINISH GRADE: 1/2" IN SEED, 1-1/2" IN SOD, 2-1/2" IN PLANTER 10" ROUND VALVE BOX, SEE SPECS. THREE (3) COMMON BRICKS FOR SUPPORT. CENTER EACH UNDER EDGE OF VALVE BOX EQUIDISTANT FROM EACH OTHER. 3/4" CRUSHED ROCK, 6" MIN. DEPTH. 1/2" PVC SCH. 80 COUPLING (THxTH) 1/2" PVC SCH. 80 NIPPLE (LENGTH AS REQ.) PVC REDUCTION TEE WITH 1/2" FEMALE THREADED INLET PVC NON-PRESSURE LATERAL LINE. SIZE AND TYPE PER PLAN 3/4" FPT COMBINATION TEE (INS x INS x TH) 1/2" MPT REDUCER BUSHING. DRIPLINE, TYPE AND DEPTH PER LEGEND BARBED INSERT TEE FITTING, TYP. BLANK POLYETHYLENE TUBING, TYP. 1 2 3 4 5 6 7 8 10 9 11 12 13 14 10 6 8 9 7 5 2 1 4 2 1 11 15 5 6 4 14 15 13 3 3 12 4 15 Scale: N.T.S.AIR VACUUM/RELIEF VALVE Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION DETAILS L4.54 47 Scale: N.T.S.BACKFLOW PREVENTION DEVICE BRASS NIPPLE (TYP.) NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. APPROVED TEFLON TAPE- 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 3. ALL PIPE AND FITTINGS SHALL BE BRASS OR AS NOTED. 4. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SHALL BE PLACED IN A VANDAL- RESISTANT LOCKING ENCLOSURE. SIZE AS REQ. CONFIRM FINAL LOCATION WITH CITY. IRRIGATION MAINLINE PIPE CONCRETE THRUST 12"X12"X12" BLOCKS BRASS UNION 30"MAX. 12"MIN. PIPE FROM POINT-OF-CONNECTION FINISH GRADE REDUCED PRESSURE ASSEMBLY BRASS 90° ELL BACKFLOW PREVENTER WYE STRAINER 4" THK. CONCRETE PAD FLOW METER / MASTER VALVE Scale: N.T.S. FLOW FROM BACKFLOW PREVENTER 8 7 7 3 5 13 2 64313 1 10 6 7 14 11 12 8 7 9 915 MASTER VALVE: MODEL & SIZE PER PLANS. FLOW SENSOR SIZE AND MODEL PER PLANS. CHRISTY B9 BOX CONC VALVE BOX WITH STEEL CHECKERED LID IN NON-TURF AREA, OR APPROVED EQ. TOP OF LID SHALL BE NON-SKID SURFACE, PERMANENTLY MARKED "MV" FOR MASTER VALVE AND 'FS' FOR FLOW SENSOR AS REQ'D. HOLD DOWN BOLTS SHALL BE N99HDB. 2-#14 WIRES, BLUE W/ WHITE COMMON FROM MASTER VALVE TO CONTROLLER. 2-#14 WIRES, BLACK & RED FROM FLOW SENSOR TO CONTROLLER. FINISH GRADE SCH 80 PVC NIPPLE SCH.80 PVC ELL, 45°, TYP. SCH. 40 PVC CONDUIT/COUPLINGS & WIRES TO CONTROLLER, SEE DETAILS. SCH. 80 PVC UNION, TYP. SCH.80 PVC REDUCE COUPLING IF REQUIRED PVC MAINLINE WATERPROOF ELEC CONNECTOR, PER WIRE SPLICING DETAIL 6" - 8" OF PEA GRAVEL IN VALVE BOXES 3/4" SCH 40 PVC SLEEVE SET TOP OF BOX ABOVE FINISH GRADE: 1/2" IN SEED, 1-1/2" IN SOD, 2-1/2" IN PLANTER. (-) B (+) R 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 16 16 12" MIN. 24" TYP. 8" MIN. UPSTREAM DIST. 10X FLOW METER SIZE MIN. DOWNSTREAM DIST. 5X FLOW METER SIZE 18" MIN. . FLOW TO IRRIGATION SYSTEM 2324 Scale: N.T.S.POP-UP SPRINKLER 12" MIN. 2 1/2" 3/4" 3 2 4 5 1 2 3 6 7 8 4 5 FINISH GRADE POP-UP SPRINKLER HEAD., PER IRRIGATION EQUIPMENT LEGEND AND SPECS. INSTALL HEAD 2-1/2" ABOVE FINISH GRADE AT SHRUB AND GROUND- COVER AREAS. INSTALL HEAD 3/4" ABOVE FINISH GRADE AT TURF AREAS. NATIVE SOIL COMPACTED TO ORIGINAL DENSITY AROUND HEAD. TRIPLE SWING JOINT ASSEMBLY. THREADED ENDS SHALL BE SAME SIZE AS SPRINKLER INLET. 8" MIN. LENGTH FOR 6" POP-UP AND 12" MIN. LENGTH FOR 12" POP-UP. SEE SPECS. SCH. 40 PVC FITTING. SxSxT (TEE) OR SxT(ELL) AS REQUIRED, LATERAL X SPRINKLER INLET SIZE. PVC NON-PRESSURE LATERAL LINE. SEE SPECS. 8 7 6 1 1 NOTES: 1.USE 3 4" TEFLON TAPE WHERE ELL MEETS TEE/ELL. 2.INSTALL HEADS PERPENDICULARLY PLUMB TO ADJACENT GRADE. 3.ADJUST NOZZLES/HEAD TO PREVENT OVERSPRAY ONTO PAVING, WALLS/FENCES, BUILDINGS, ETC. 4.INSTALL HEADS 4" FROM ALL HARDSCAPE EDGES. 5.INSTALL HEADS 6" FROM WALLS/ FENCES. 25 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 4 . X - I R R I G A T I O N _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 IRRIGATION MWELO CALC'S L4.55 48 AH PS CC Y PLANTING SCHEDULE MIM AUR Mimulus aurantiacus / Sticky Monkey Flower 2-3'h x 2-3'w MUH LIN Muhlenbergia lindheimeri / Lindheimer's Muhly 3-4'h x 3-4'w 4-5'h x 4-5'w 3' o.c. 4' o.c. Full sun / partial shade E Full sun or light shade PHO SUN Phormium 'Sunset' / New Zealand Flax 4' o.c.E Sun 1 Gal. Muhlenbergia capillaris / Pink Muhly 3-4'h x 3-4''w4' o.c.E Full sun or light shadeMUH CAP As Shown 50'h x 40'w M Full sun24" BoxACE FRE Acer x Freemanii 'Autumn Blaze' / Autumn Blaze Maple - WUCOLS D As Shown QUE AGR Quercus agrifolia / Coast Live Oak As Shown VL- WUCOLS E SHRUBS, PERENNIALS, GRASSES ANI RED Anigozanthos 'Big Red' / Red Kangaroo Paw 1 Gal.2' o.c.3-4'h x 2'w CAL KAR Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 5 Gal.3' o.c.3-5`h x 2-3'w Full sun / partial shade ARC HOW Arctostaphylos 'Howard McMinn' / Howard McMinn Manzanita 15 Gal.6'h x 6'w Sun / Shade ANI YEL Anigozanthos 'Bush Dawn' / Yellow Kangaroo Paw 1 Gal.2' o.c.4'h x 2-3'w Full sunEL- WUCOLS Full sunEL- WUCOLS EL- WUCOLS EL - PERRY 6' o.c.5 Gal.Carpenteria californica / Bush Anemone 4'h Full sun to part shadeE PERRYL -CAR CAL As Shown 10-18'h x 10-18'w DVL- WUCOLS COT COG Cotinus coggygria / Smoke Tree 10-15'h x 10-18'w DL VL- WUCOLS L L L LOM BRE 1 Gal.Lomandra longifolia `Breeze` / Mat Rush L - WUCOLS CER OCC Cercis occidentalis / Western Redbud GIN BIL Ginkgo biloba `Autumn Gold` / Autumn Gold Maidenhair Tree 24" Box 24" Box E 30-50'h x 25-45'w 40-50'h x 60'w D E M - WUCOLS Full sun to part shade Sun / Shade2-3'h x 2-4'w3' o.c. LEO LEO Leonotis leonarus / Lion's Tail 3' o.c. 5 Gal. 5 Gal. 4'h x 4-5'w 1 Gal. L - WUCOLS semi-E Sun 24" Box Carex divulsa / Berkeley SedgeCAR DIV 18" o.c 1-2'h x 2'w1 Gal.Sun / ShadeEL TREES SPACING QTYBOTANICAL NAME / COMMON NAMECODE CONT EVGRN/ DECID SUN / SHADE WATER / REFERENCEHEIGHT x WIDTH QUE SUB Quercus suber / Cork Oak As Shown L E70'h x 70'w Full sun to part shade Full sun to part shade PIN HAL Pinus halapensis / Aleppo Pine As Shown L - WUCOLS E30-60'h x 20-40'w Full sun to part shade PIN CAN Pinus canariensis / Canary Island Pine As Shown L - WUCOLS E50-80'h x 20-35'w Full sun to part shade LAU NOB Laurus nobilis 'Saratoga' / Saratoga Bay Laurel As Shown 15-40'h x 15-30'w Full sun to part shadeL- WUCOLS E As Shown 25-35'h x 25-35'w DM- WUCOLSCER CAN Cercis canadensis / Eastern Redbud Full sun to part shade Full sun to part shade As Shown 20-40'h x 15-30'w L Full sunARB MAR Arbutus 'Marina' / Marina arbutus - WUCOLS E Full sun to part shade DOD VIS Dodonea viscosa / Hop Bush 10-15'h x 10-15'w EL Full sun to part shade - WUCOLS - WUCOLS - WUCOLS - WUCOLS - WUCOLS - WUCOLS - WUCOLS LOR CRI Lorapetalum chinense 'Crimson Fire' / Crimson Fire Chinese Fringeflower 3' o.c.2-3'h x 2-3'w L - WUCOLS E Part shade to sun LEU RED Leucadendron x 'Red Gem' / Red Conebush 4' o.c.4'h x 4-5'w L - WUCOLS SunE LEY CON Leymus condensatus `Canyon Prince` / Canyon Prince Wild Rye 3' o.c.2-3'h x 2-3'w L - WUCOLS E Full sun to part shade 2-3'h x 1-2'wPEN HAM Pennisetum alopecuroides 'Hameln' / Dwarf Fountain Grass 3' o.c.EL- WUCOLS Full sun to part shade 5' o.c. 8' o.c. 7' o.c. PHO WAV Phormium tenax `Yellow Wave` / New Zealand Flax 3' o.c.3-4'h x 3-4'w E Sun or shadeL5 Gal.- WUCOLS 3-4'h x 8-12'wRHA CAL Rhamnus californica 'Mound San Bruno' / Coffeeberry 6' o.c.EL- WUCOLS 6-10'h x 10-15'wRHA INT Rhus integrifolia / Lemonade berry EL- WUCOLS Full sun to shade Full sun to shade9' o.c. 10 24" Box 24" Box 24" Box 24" Box 24" Box 24" Box 15 Gal. 15 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 1 Gal. 15 Gal. 5 Gal. COT GOL Cotinus coggygria 'Golden Spirit' / Golden Spirit Smoke Tree 12-16'h x 10-15'w DL Full sun to part shade- WUCOLS8' o.c.15 Gal. 4 2 13 8 5 1 3 3 10 12 13 54 30 4 5 6 14 73 0 34 9 14 51 12 95 14 25 6 10 18 4 QTY CONT EVGRN/ DECID SUN / SHADE WATER / REFERENCE SAL BAR Salvia leucantha 'Santa Barbara' / S. Barbara Mexican Bush Sage 3' o.c 3'h x 3'w E 1.5'hSAL BEE Salvia x `Bee`s Bliss` / Sage L E Full sun L BIORETENTION PLANTS VINES IRI DOU Iris douglasiana / Douglas Iris 2'h x 2'w2' o.c.Full sun or light shade1 Gal.L E TEC CAP Tecomaria capensis / Cape Honeysuckle DIS BUC Distictis buccinatoria / Blood Red Trumpet Vine 5 Gal.E E Trachelospermum jasminoides / Star Jasmine ETRA JAS Full sun to part shade Full sun to part shade Full sun or light shade L-M - WUCOLS M - WUCOLS M - WUCOLS GROUNDCOVER 1.5-2'hPEN MAR Penstemon heterophyllus 'margarita bop' / Foothill Penstemon EL 1-2'h24" o.c.1 Gal.Arctostaphylos x `Pacific Mist` / Pacific Mist ManzanitaARC PAC L Full sun to part shadeE 24" o.c.Full sun to part shade 48" o.c.0.5-1'hCEA CEN Ceanothus x `Centennial` / Centennial Ceanothus L E Full sun to part shade CIS SKA Cistus x skanbergii / Coral Rockrose 1 Gal.3' o.c.2'h x 3-5' w Full sunL- WUCOLS - WUCOLS - WUCOLS - WUCOLS E 1 Gal. 1 Gal. Calandrinia spectabilis / Rock PurslaneCAL SPE 3' o.c Climber Climber Climber L - WUCOLS1-2'h x 3-4' w3' o.c. 1 Gal. As Shown As Shown As Shown *PLACE 3 INCHES OF NON-FLOATABLE MULCH IN AREAS BETWEEN STORMWATER PLANTINGS AND SIDE SLOPES. D Full sun - WUCOLS - WUCOLS - WUCOLS Full sun to part shade MYO PAR Myoporum parvifolium 'Putah Creek' / PC Trailing Myoporum L - WUCOLS E1'h x 8'w3' o.c.Full sun to part shade Wisteria sinensis DWIS SIN M - WUCOLSClimberAs Shown Full sun to part shade JUN ELK Juncus patens 'Elk Blue' / California Gray Rush 2'h x 2'w2' o.c.Full sun or light shadeLE- WUCOLS (Spreading or used in mass plantings) SPACINGBOTANICAL NAME / COMMON NAMECODE HEIGHT x WIDTH No Mow Grass Mulch Only 5 Gal. 15 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. Eschscholzia californica / California poppyESC CAL VL- WUCOLS1-2'h x 1-2' w18" o.c.D Full sun1 Gal. Salvia nemorosa 'Caradonna' / Caradonna Meadow Sage SAL NEM M - WUCOLS1-2'h x 1-2' w18" o.c.D Full sun1 Gal. SUNSHINE MIX Design Note: Place CAL SPE and ESC CAL in small clusters, SAL NEM as single plants and distribute randomly for natural character, using spacing noted. 50% 40% 10% 861 SF 812 SF 288 SF 299 SF 544 SF 234 SF 421 SF 27 31 17 12 399 SF 369 SF 81 SF 65 SF 16 SF 2,500 SF 774 SF Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 5 . 0 0 - P L A N T I N G _ 3 0 9 0 2 . D W G SHEET 49REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.migcom.com 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 1.ALL UNDERGROUND UTILITIES SHALL BE LOCATED BEFORE START OF WORK. 2.ALL GRADES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLANTING OF ANY PLANT MATERIALS. 3.CONTRACTOR SHALL LAYOUT TREES, SHRUBS AND GROUND COVERS AS SHOWN ON THE PLANS. LAYOUT OF PLANT MATERIALS, WHILE STILL IN CONTAINERS, SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY PLANTS. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY DAMAGE OR DESTRUCTION TO THE EXISTING PLANT MATERIALS AND TO RESTORE IT TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE ENGINEER. 5.REFER TO SPECIFICATIONS FOR SOIL REQUIREMENTS, AMENDMENTS AND MORE PLANTING INFORMATION. 6.TREE, SHRUB AND GROUND COVER AREAS SHALL RECEIVE WEED CONTROL TREATMENT AS SPECIFIED IN THE ACCOMPANYING SPECIFICATIONS. 7.THE AREA OF GROUND COVER IS APPROXIMATE AND FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED NUMBER OF PLANTS TO COVER THE AREA WHICH IS SHOWN ON THE PLANS AT THE SPACING NOTED IN THE SCHEDULE. 8.UPON RECEIPT OF "NOTICE TO PROCEED", THE CONTRACTOR SHALL ORDER PLANT MATERIAL TO INSURE ADEQUATE QUANTITIES AND SIZES OF PLANT MATERIAL WILL BE AVAILABLE. COPY OF THE NURSERY INVOICE SHALL BE SUBMITTED TO THE PROJECT ENGINEER. 9.ALL PLANTS SHALL BE TRUE TO NAME, AND ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH THE NAME AND SIZE OF THE PLANT. IN ACCORDANCE WITH THE STANDARD OF PRACTICE RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 10.AFTER PLANTING IS COMPLETE, FURNISH AND SPREAD MULCH TO 3" DEPTH OVER THE ENTIRE PLANTED AREA. MULCH SHALL BE PER SPECS. QUANTITY OF MULCH SHALL BE THE CONTRACTORS RESPONSIBILITY. SUBMIT SAMPLE PRIOR TO DELIVERY TO THE PROJECT SITE PER SPECS. 11.EXISTING PLANTING TO REMAIN WHICH IS DAMAGED DURING CONSTRUCTION, SHALL BE RESTORED TO PREEXISTING CONDITIONS WITH THE SAME PLANT MATERIALS IN MATURE SIZE. 12.EXISTING TURF DAMAGED DURING IRRIGATION AND UTILITY TRENCHING SHALL BE RESTORED OR REPAIRED TO MATCH EXISTING TURF. 13.ALL GROUND COVER SHALL BE TRIANGULARLY SPACED WITHIN EACH PLANTING AREA. PLANTING NOTES: PLANTING SCHEDULE L5.00 AH AH AH AH AH AHAH AH CC CCCC CC CCCC CC CC CC PS PS PS PS PS PS CC CC Y YY YYYY Y Y YY Y Y Y Y Y YYYY AH AH AH AH AHAH AH PAD 295.5* FF 296.2* (E) COAST REDWOOD (E) SIBERIAN ELM (E) COAST LIVE OAK (E) COAST LIVE OAK (E) SIBERIAN ELM ACE FRE (4) QUE SUB (1) ARB MAR (3) CER CAN (1) PIN CAN (2) ARB MAR (1) CER OCC (1) ACE FRE (2) PIN HAL (1) CER OCC (1) GIN BIL (1) LAU NOB (1) LAU NOB (1) GIN BIL (2)LAU NOB (3) CER OCC (1) CER CAN (1) PIN HAL (2) GIN BIL (1) QUE SUB (1) GIN BIL (3) LAU NOB (2)ACE FRE (1) AH AH AH AHAH AH AH QUE AGR (1) GIN BIL (1) Y CER OCC (1) LEGEND (E) TREE TO BE PROTECTED SEE 6/L5.20 TREE NOTE: SEE L5.00 FOR PLANTING SCHEDULE Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 5 . 0 0 - P L A N T I N G _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10 20 5 PLANTING PLAN - WEST L5.10 50 AHAH AHAH AH AH AHAH AH AH AH AHAHAHAH AH AH AH AH AH AH AH CC CCCC AH CC PS PS AH AH AH AH AH CC CC AH AH CC CC Y Y Y Y Y Y Y Y Y AH AH AH AH AH Y YY (E) COAST REDWOOD (E) RED MAPLE 'OCTOBER GLORY' PIN HAL (1) LAU NOB (3) PIN CAN (1) CER OCC (1) CER CAN (1) QUE SUB (3) PIN HAL (2) CER OCC (3) GIN BIL (1) QUE SUB (1) GIN BIL (3) LAU NOB (2) CER OCC (2) ACE FRE (3) CER OCC (4) ACE FRE (1) MULCH ONLY LEGEND (E) TREE TO BE PROTECTED SEE 6/L5.20 TREE NOTE: SEE L5.00 FOR PLANTING SCHEDULE Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 5 . 0 0 - P L A N T I N G _ 3 0 9 0 2 . D W G SHEETREVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 NORTH 0 10'20'5' PLANTING PLAN - EAST L5.11 51 Z: \ S H A R E D \ B E R K E L E Y \ 3 0 0 0 _ C E D S \ 3 0 9 0 2 J O L L Y M A N P L A Y \ 0 7 C D \ L 5 . 2 0 _ P L A N T I N G D E T A I L S _ 3 0 9 0 2 . D W G SHEET 52REVISIONS IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date:03-22-2024 JE / ME CH / MB APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . CUPERTINO CITY OF AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 03/22/2024 10/31/2024 RESPONSE TO PERMIT COMMENTS/ BID SET JE AS SHOWN 1 30902 Scale: 3/4" = 1'-0" GROUNDCOVER PLANTING NOTES: 1.BLEND AMENDMENTS INTO NATIVE SOIL TO AVOID ANY DISTINCT SOIL HORIZON (SEE PLANTING SPECS.) 2.SEE PLANT LEGEND FOR SPACING DIMENSIONS SECTION 1/2 O.C. SPACING SEE PLANT LEGEND FOR O.C. SPACING ESTABLISH FINISH GRADE 2" BELOW FINISH SURFACE OF HARDSCAPE/CURB SHEET MULCH SYSTEM PLANTING SOIL 12" MIN. DEPTH SEE SPEC. FOR SOIL PREP UNDISTURBED NATIVE SOIL 2" TRIANGULAR SPACING AL I G N ALIGN 4" OR SMALLER PLANTING STOCK 1/2 X X X X X = PLANT SPACING O.C. 1/2 X X X EQ EQ EDGE OF PAVING OR TURF PLANT LOCATION (TYP. SYMBOL) EDGE OF PAVING OR TURF 4 - Scale: 1/2" = 1'-0" TREE PLANTING & STAKING PREVAILING WIND BACKFILL UNAMENDED, UNCOMPACTED NATIVE SOIL. SLIGHTLY TAMP TO REMOVE AIR POCKETS AND WATER WELL. HOLE TO BE DEPTH NEEDED TO KEEP ROOT CROWN ABOVE FG 4" DEEP MULCH LAYER WITHIN WATERING BASIN. HOLD BACK 4" FROM ALL SIDES OF TRUNK FORM WATERING BASIN W/ 4" CONT. BERM (2) 2" DIA. LODGEPOLE PINE STAKES DRIVEN FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING (MIN. 18") VIT "CINCH-TIE" OR APPROVED EQUAL. PROVIDE 24" FOR 15 GAL. TREES AND 32" FOR 24" BOX AND LARGER. PLANTING PIT 3X ROOT BALL DIA. SET ROOT BALL ON NATIVE SOIL AT BASE OF PLANTING PIT SHEET MULCH SYSTEM KEEP ROOT CROWN CLEAR OF MULCH. KEEP ROOT CROWN 3" ABOVE FINISH GRADE PRIMARY STRUCTURAL ROOTS MUST BE LOCATED WITHIN TOP 1-3" SOIL SLOPE SIDES OF PIT & SCARIFY BEFORE PLANTING 4 - Scale: 1" = 1'-0"SHRUB & PERENNIAL PLANTING WIDTH OF HOLE = 2 X ROOTBALL DIAMETER ROOT CROWN 2-3" ABOVE FINISH GRADE PROVIDE MULCH WITHIN BASIN HOLD BACK 3" FROM ROOT CROWN CONTINUOUS BASIN WITH 3-4" RIM SHEET MULCH SYSTEM SLOPE PLANTING HOLE SIDES AND SCARIFY. BACKFILL MATERIAL: SPECIFIED PLANTING MIX. SEE SPECS. TAMP GENTLY TO REMOVE AIR POCKETS. UNDISTURBED SOIL DEPTH OF HOLE = DEPTH OF ROOTBALL MINUS 2" 4 - NOTES: 1.CUT ROOTBALL AS REQUIRED TO LOOSEN ROOTS AND PREVENT CIRCLING 2.THOROUGHLY WATER EACH PLANTING HOLE DURING BACKFILLING 3.MULCH: APPROVED UNTREATED ARBOR CHIP MULCH FROM TREE AND SHRUB TRIMMING. NO BARK MULCH. Scale: 1/2" = 1'-0" SHEET MULCH SYSTEM 4" TYP NATIVE SOIL NATIVE SOIL BACKFILL BASE OF SHRUB OR TREEKEEP ROOT CROWN CLEAR OF SOIL, CARDBOARD, COMPOST, AND MULCH 4" ARBOR CHIP MULCH SEE SPEC. (2) LAYERS 'B' FLUTE CARDBOARD UNDER MULCH. EDGES OF CARDBOARD SHOULD OVERLAP BY 8" MIN. FOLD MOISTENED CARDBOARD UNDER AT HARDSCAPE ELEMENTS (I.E. ROCKS, PAVING, WALLS, ETC.). CARDBOARD SHOULD NOT FOLD UP AGAINST VERTICAL EDGE. 4" ARBOR CHIP MULCH WITHIN WATERING BASIN. HOLD BACK 4" FROM ALL SIDES OF TRUNK 4" MIN MULCH DEPTH 4" ROOTBALL OR SMALLER 1" COMPOST LAYER ON TOP OF CARDBOARD - MOUND UP COMPOST AROUND ROOTBALL OF PLANTS CARDBOARD -2 LAYERS 'B' FLUTE CARDBOARD FROM ROLLS. DO NOT BREAK THROUGH CARDBOARD WHEN PLANTING. SPREAD ROOTS IF NEEDED TO SLIGHTLY FLATTEN ROOTBALL. PLANTING SOIL SEE SPEC FOR SOIL PREP TREES & SHRUBS 4" PLANTS & LINERS KEEP ROOT CROWN CLEAR OF SOIL, CARDBOARD, COMPOST, AND MULCH 1 GALLON ROOTBALL TAPER MULCH DOWN TO 1" DEPTH AT EDGE OF ROOTBALL CARDBOARD -2 LAYERS 'B' FLUTE CARDBOARD FROM ROLLS. FOLD EXCESS CARDBOARD FLAPS UNDER THE CARDBOARD LAYER AT EDGE OF ROOTBALL 1 GALLON PLANTS SHEET MULCH PROCEDURE: 1.SEE SPECS FOR SOIL PREP & SUB-SURFACE IRRIGATION 2.INSTALL INITIAL COMPOST & ALL 5 GALLON AND LARGER PLANTS (TAKING NOTE OF FINAL SURFACE GRADES) PRIOR TO CARDBOARD, SEE PLANTING SPECS. 3.APPLY TWO LAYERS OF B FLUTE RECYCLED CARDBOARD ON ALL SOIL SURFACES. OVERLAP EDGES OF CARDBOARD 8". WET THE CARDBOARD TO KEEP IT IN PLACE 4.SPREAD AN ADDITIONAL 1" COMPOST ON TOP OF CARDBOARD. 5.APPLY 1" MULCH ON TOP OF CARDBOARD LAYER 6.INSTALL 1 GALLON PLANTS THROUGH CARDBOARD BY MOVING MULCH ASIDE AND CAREFULLY CUTTING THROUGH CARDBOARD. DO NOT ALLOW ANY SOIL TO REMAIN ON TOP OF CARDBOARD. 7.INSTALL ANY 4" PLANTS AND PLUGS OR LINERS INTO MULCH AND COMPOST LAYERS (DO NOT PUNCH THROUGH CARDBOARD). 8.APPLY 3" ADDITIONAL MULCH FOR A TOTAL OF 4" MULCH, MINIMUM. 9.DO NOT BURY ROOT CROWNS OF PLANTS IN MULCH. 10.MAINTENANCE: REPLENISH MULCH AS NEEDED TO MAINTAIN SPECIFIED MULCH DEPTH NOTES: 1.PLACE SHEET MULCH ON ALL SOIL SURFACES. 2.ALL CARDBOARD (100% RECYCLED B FLUTE CARDBOARD ROLLS) IS TO BE COVERED WITH A MINIMUM OF 4" MULCH. 3.WHERE SLOPE IS GREATER THAN 3:1 DO NOT USE CARDBOARD. APPLY ONLY A 2" LAYER OF COMPOST COVERED WITH 4" MULCH. 1 2 3 4 Scale: 1" = 1'-0"VINE PLANTING NOTES: 1.PLANT PIT TO BE MIN. 3 TIMES THE DIAMETER AND 1-1/2 TIMES THE HEIGHT OF THE ROOTBALL EXCEPT FOR PEDESTAL. 2.SEE SPEC FOR SOIL PREPARATION AND FERTILIZATION. 3.ROUGHEN SIDES AND BOTTOM OF ROOTBALL AND PLANT HOLE. 4.PLANT VINE STEM AS CLOSE TO COLUMN AS POSSIBLE BUT ALLOW 6" MIN. BETWEEN COLUMN AND PLANT. 2X ROOTBALL FENCE OR COLUMN LEAN STAKE ONTO FENCE OR WALL REMOVE NURSERY STAKE & RESET VINE W/ 1"X8" RWD. STAKE SET ROOTBALL 1" MIN. ABOVE F.G. 3" LAYER ARBOR CHIP MULCH WITHIN BERM FINISH GRADE 2" SOIL BERM PLANT ROOTBALL BACKFILL, SEE SPEC GENTLY TAMP & WATER TO REMOVE AIR POCKETS VINE SET ON UNEXCAVATED PEDESTAL AT PROPER GRADE, SLOPE TO DRAINAGE CHIMNEY 5 PLANTING DETAILS L5.20 Scale: 1/2" = 1'-0" CITY OF CUPERTINO TREE PROTECTION REQUIREMENTS TYPICAL TREE PROTECTION DETAIL EXCEPT IN CASES OUTLINED IN 6-3 NOTES AT LEFT 6 A.THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT. COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH ALL OTHER WORK TO AVOID CONFLICTS. B.COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENT SHALL BE U.L. AND CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED AND LABELED FOR THE APPLICATION. C.BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL SIGNIFICANT MILESTONES WITH COMPLETION DATES. D.OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTION FEES REQUIRED BY THIS CONTRACT WORK, UNLESS OTHERWISE NOTED. E.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY AND SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY, PERSONAL, PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK. F.MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE "AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT. G.ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. H.ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF. EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING, CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN INSIDE BUILDING, UNLESS OTHERWISE NOTED. UNDERGROUND AND EXTERIOR CONDUIT SHALL HAVE WATERTIGHT FITTINGS. I.ALL CONDUITS SHALL BE A MINIMUM 3/4," UNLESS OTHERWISE NOTED. POWER AND LIGHTING BRANCH CIRCUITS SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE SIZES REQUIRED BY LATEST CODES. J.ALL WIRE SIZING SHOWN ON THE CONSTRUCTION DOCUMENTS UTILIZES ASSUMED ROUTING AND CIRCUIT LENGTHS TO DETERMINE VOLTAGE DROP. CONTRACTOR SHALL VERIFY ALL CIRCUIT LENGTHS WITH ACTUAL FIELD CONDITIONS AND SHALL PROVIDE INCREASED WIRE AND CONDUIT SIZES AS REQUIRED TO LIMIT FEEDERS TO A MAXIMUM OF 2% VOLTAGE DROP AND BRANCH CIRCUITRY TO A MAXIMUM OF 3% VOLTAGE DROP. K.ALL POWER CIRCUITS SHALL HAVE A DEDICATED NEUTRAL. SHARED NEUTRALS WITH TIE-BARS AT THE BREAKERS IN THE PANEL SHALL NOT BE ALLOWED. L.CONDUITS SHALL NOT BE USED AS A GROUND PATH. ALL CONDUITS SHALL CONTAIN A GROUNDING CONDUCTOR, SIZED PER NEC/CEC REQUIREMENTS. M.NOTE THAT BRANCH CIRCUIT WIRING IS NOT SHOWN. CIRCUIT NUMBERS ARE SHOWN ADJACENT TO ALL OUTLETS/FIXTURES/DEVICES. PROVIDE ALL BRANCH CIRCUIT WIRING BASED ON CIRCUIT NUMBERS SHOWN TO COMPLETE THE WIRING SYSTEM. N.INCLUDE UTILITY COMPANY'S "CONTRACT-DOCUMENTS" WITH THE BID. REMAIN IN CONTACT WITH THE UTILITY COMPANY'S ENGINEERING DEPARTMENT THROUGHOUT THE PROJECT TO INSURE COORDINATION AND SCHEDULING OF WORK. O.PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION. LABEL EACH END OF THE CONDUIT WITH TYPED, PERMANENT LABEL, TO IDENTIFY WHERE THE OPPOSING END TERMINATES. P.ALL EQUIPMENT VOLTAGES AND AMPACITY IS BASED ON THE INFORMATION PROVIDED BY OTHER DISCIPLINES AS PART OF THE CONTRACT DOCUMENTS. VERIFY ALL VOLTAGES AND AMPACITIES OF EQUIPMENT WITH GENERAL AND OTHER SUB-CONTRACTORS PRIOR TO ROUGH-IN AND PROVIDE PROVISIONS FOR CORRECT BREAKER, WIRING, AND CONDUIT SIZES BASED ON ACTUAL EQUIPMENT TO BE USED FOR THE PROJECT. Q.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING UNDERGROUND SYSTEMS IN THE AREA OF UNDER GROUND WORK. REPAIR ALL DAMAGED SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWINGS AND SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL CONDITIONS. COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO DETERMINE EXACT ROUTING AND FINAL TERMINATIONS FOR ALL WORK. R.CONDUIT AND WIRING ARE SHOWN ON THESE PLANS DIAGRAMMATICALLY. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD TO SUIT SITE CONDITIONS. S.SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH TITLE 24, CBC SECTION 1632A. T.PLANS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO PURCHASE. U.SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE ORPERATION AND MAINTENANCE OF SUCH EQUIPMENT PER CEC ARTICLE 110-26. V.ALL CONTROLS, SWITCHES, AND ELECTRICAL RECEPTACLE OUTLETS SHALL BE NOT MORE THAN +48" AFF TO TOP OF THE OUTLET BOX, NOR LESS THAN +15" AFF TO BOTTOM OF OUTLET BOX PER CBC 11B-308.1. W.CONTRACTOR SHALL PERFORM ALL TESTING AND COMPLETE ALL DOCUMENTATION FOR THE LIGHTING AND LIGHTING CONTROLS SYSTEM ACCEPTANCE TESTING PER REQUIREMENTS OF CEC SECTION 130.4. SUBMIT ALL DOCUMENTATION TO THE AHJ. GENERAL NOTES A AMPERE ABV ABOVE AF AMPERE FRAME, AMPERE FUSE AFF ABOVE FINISHED FLOOR AIC AMPERE INTERRUPTING CAPACITY ARCH ARCHITECTURAL AS AMPERE SWITCH AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH BKR BREAKER BLDG BUILDING C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CBC CALIFORNIA BUILDING CODE CD CANDELA CEC CALIFORNIA ELECTRICAL CODE CFC CALIFORNIA FIRE CODE CKT CIRCUIT CL CENTER LINE CLG CEILING CO CONDUIT ONLY COMM COMMUNICATIONS CSFM CALIFORNIA STATE FIRE MARSHALL CTR CENTER (D)DEMOLISH DET DETAIL DIM DIMENSION DIST DISTRIBUTION DP DISTRIBUTION PANEL DWG DRAWING (E) EXISTING ELEC ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING EOL END OF LINE RESISTOR EQP EQUIPMENT FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL (F)FUTURE FIN FINISH FLR FLOOR G, GND GROUND GRC GALVANIZED RIGID CONDUIT HGT HEIGHT HP HORSEPOWER IC INTERCOM IDF INTERMEDIATE DISTRIBUTION FRAME IMC INTERMEDIATE METAL CONDUIT INFO INFORMATION JB JUNCTION BOX KAIC KILOAMPERE INTERRUPTING CAPACITY KV KILOVOLT KVA KILOVOLT AMPERE KW KILOWATT LTG LIGHTING LV LOW VOLTAGE MAX MAXIMUM KCMIL THOUSAND CIRCULAR MILS MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MH MANHOLE MIN MINIMUM MTD MOUNTED MTG MOUNTING NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NIEC NOT IN ELECTRICAL CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE NUM, #NUMBER OC ON CENTER P POLE PA PUBLIC ADDRESS PB PULL BOX PF POWER FACTOR PH PHASE PNL PANEL PVC POLYVINYL CHLORIDE (R)EXISTING TO BE RELOCATED REQD REQUIRED REQT(S)REQUIREMENT(S) RM ROOM RSC RIGID STEEL CONDUIT SAD SEE ARCHITECTURAL DOCUMENTS SHT SHEET SPD SURGE PROTECTIVE DEVICE STC SIGNAL TERMINAL CABINET SW SWITCH SWBD SWITCHBOARD T24 CALIFORNIA ENERGY CODE TC TERMINAL CABINET TEL TELEPHONE TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT W WATT, WIRE WP WEATHERPROOF XFMR TRANSFORMER ABBREVIATIONS E0.00 GENERAL INFORMATION E1.00 OVERALL SITE PLAN E1.01 OVERALL SITE PLAN E1.10 ENLARGED SITE PLAN - WEST E1.11 ENLARGED SITE PLAN - EAST E8.00 DETAILS DRAWING INDEX 1.ALL REPORTS, DRAWINGS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. 2.THE CLIENT ACKNOWLEDGES THE CONSULTANT'S CONSTRUCTION DOCUMENTS, INCLUDING ELECTRONIC FILES, AS INSTRUMENTS OF PROFESSIONAL SERVICE. NEVERTHELESS, THE FINAL CONSTRUCTION DOCUMENTS PREPARED UNDER THIS AGREEMENT SHALL BECOME THE PROPERTY OF THE CLIENT UPON COMPLETION OF THE SERVICES AND PAYMENT IN FULL OF ALL MONIES DUE TO THE CONSULTANT. THE CLIENT SHALL NOT REUSE OR MAKE ANY MODIFICATION TO THE CONSTRUCTION DOCUMENTS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE CONSULTANT. THE CLIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE CONSULTANT, ITS OFFICERS, DIRECTORS, EMPLOYEES AND SUBCONSULTANTS (COLLECTIVELY, CONSULTANT) AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS, ARISING FROM OR ALLEGEDLY ARISING FROM OR IN ANY WAY CONNECTED WITH THE UNAUTHORIZED REUSE OR MODIFICATION OF THE CONSTRUCTION DOCUMENTS BY THE CLIENT OR ANY PERSON OR ENTITY THAT ACQUIRES OR OBTAINS THE CONSTRUCTION DOCUMENTS FROM OR THROUGH THE CLIENT WITHOUT THE WRITTEN AUTHORIZATION OF THE CONSULTANT. OWNERSHIP OF INSTRUMENTS OF SERVICE (N) CONDUIT - CONCEALED IN WALLS OR CEILING. (E) CONDUIT - CONCEALED IN WALLS OR CEILING. (E) DEVICE OR EQUIP TO BE REMOVED (EXAMPLE) (E) CONDUIT - TO BE REMOVED. (N) DEVICE OR EQUIP (EXAMPLE) (E) DEVICE OR EQUIP (EXAMPLE) NEW VS. EXISTING CONDUIT - EXPOSED. CONDUIT - UNDERGROUND / DIRECT BURIAL. CONDUIT - CONCEALED IN WALLS OR CEILING. CONDUIT - FLEX WITH CONNECTION. CONDUIT - EMERGENCY POWER SYSTEM. CONDUIT - STUB UP. CONDUIT - CAPPED. CONDUIT - CONTINUATION. CONDUIT - STUB DOWN. WIRING, CONDUIT, AND RACEWAY SYMBOLS E SURFACE MOUNTED WIRE RACEWAY UP/DOWN CONDUIT HOME RUN TO PANEL, TERMINAL CABINET, ETC. SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE CODES. ALL 20A/1P BRANC CIRCUITS SHALL BE #12 AWG WIRES WITH #12 AWG NEUTRALS AND GROUNDS RUN A MAXIMUM OF 3 BRANCH CIRCUITS PER CONDUIT. SURFACE MOUNTED WIRE RACEWAY - INSTALL AT + 36" AFF UON. IN-GRADE PULL BOX. SINGLE LINE = NON-TRAFFIC RATED. DOUBLE LINE = TRAFFIC RATED. "Y" = UNIQUE BOX IDENTIFIER. "X" = SYSTEM: P = POWER C = COMMUNICATIONS F = FIRE ALARM L = LIGHTING Y X Y X 2 E1.0 GENERAL SYMBOLS 3 E2.1 #SHEET NOTE TAG - SEE APPLICABLE NOTE ON SAME SHEET FEEDER SCHEDULE TAG, SEE APPLICABLE SCHEDULE PLAN OR DETAIL DESIGNATION "3" DENOTES DETAIL OR PLAN NUMBER "E2.1" DENOTES SHEET NUMBER. "-" DENOTES SAME SHEET. 3 - 2 - SECTION OR ELEVATION DESIGNATION "2" DENOTES SECTION OR ELEVATION NUMBER "E1.0" DENOTES SHEET NUMBER. "-" DENOTES SAME SHEET. CONDUIT SCHEDULE TAG, SEE APPLICABLE SCHEDULE XXXX XXXX CIRCUIT BREAKER, 3-POLE UON. GROUND ROD TRANSFORMER (SINGLE LINE) POWER DISTRIBUTION SYMBOLS (SINGLE LINE) STANDARD / EMERGENCY PANEL BOARD METER WITH CURRENT TRANSFORMERS. "X" INDICATES METER IDENTIFIER, SEE SCHEDULE. U = UTILITY METER M# = OWNER METER, SEE SPECIFICATIONS METER INSTALLED WITHIN EQUIPMENT M X M X METER IN STANDALONE ENCLOSURE CURRENT TRANSFORMERS M X PANELBOARD - FLUSH MOUNTED. PANELBOARD - SURFACE MOUNTED. TRANSFORMER GROUND ROD POWER DISTRIBUTION SYMBOLS (PLANS) CH 2 T EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE "CH" = EQUIPMENT TYPE "2" = UNIQUE IDENTIFIER CODES AND STANDARDS 1.2022 CALIFORNIA BUILDING CODE (CBC), VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR). 2.2022 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR). 3.2022 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR). 4.2022 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR). 5.2022 CALIFORNIA ENERGY CODE (PART 6,TITLE 24, CCR). 6.2022 CALIFORNIA FIRE CODE (CFC) (PART 9,TITLE 24, CCR). 7.2022 CALIFORNIA GREEN CODE (PART 11, TITLE 24, CCR). 8.2022 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR). 9.2016 NFPA 72 NATIONAL FIRE ALARM CODE. 10.2015 NFPA 720 STANDARDS FOR CARBON MONOXIDE DETECTION AND WARNING. 11.2016 NFPA 13 STANDARDS FOR FIRE SPRINKLER SYSTEMS. 12.ADA STANDARDS FOR ACCESSIBLE DESIGN: ADA ACCESSIBILITY GUIDELINES (ADAAG) 28, PART 36 APPENDIX A. 13.ADA STANDARDS FOR ACCESSIBLE DESIGN - CODE OF REGULATIONS (INCLUDING AMENDMENTS). LUMINAIRE - POLE MOUNT SINGLE HEAD. LUMINAIRE SYMBOLS G: \ S H A R E D D R I V E S \ 0 1 _ P R O J E C T S \ M I G I N C _ 4 8 \ 2 1 4 8 . 1 0 6 - J O L L Y M A N A L L - I N C L U S I V E P A R K \ 0 5 _ D R A W I N G S \ 0 1 _ D W G S \ 2 1 4 8 . 1 0 6 - E 0 0 0 - G E N E R A L I N F O R M A T I O N . D W G SHEETREVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date: DM DM APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN CUPERTINO CITY OF www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 E0.00EXP. 6-30-24 E19203 J.O NIAMDIVADAS SHOWN DM SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 03-22-2024 RESPONSE TO PERMIT COMMENTS/ BID SET1 30902 GENERAL INFORMATION 53 A.THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE INSTALLATION AND/OR DEMOLITION WITH PG&E. B.PROVISIONS SHALL BE MADE TO DISCONNECT EXISTING SERVICE EQUIPMENT AND RECONNECT NEW SERVICE EQUIPMENT WITH MINIMAL POWER DISRUPTION. C.PROVIDE SEPARATE PULL BOXES FOR POWER AND COMMUNICATIONS CONDUIT. LABEL IN GRADE POWER PULL BOXES AS "ELECTRICAL." LABEL IN GRADE LIGHTING PULL BOXES AS "LIGHTING." LABEL UTILITY PULL BOXES PER UTILITY REQUIREMENTS. D.CONCEAL ALL CONDUIT, UNLESS OTHERWISE NOTED. E.AREA MAY CONTAIN UNDERGROUND RACEWAY. SITE LOCATE ALL EXISTING UNDERGROUND RACEWAY IN THIS AREA BEFORE TRENCHING. MAINTAIN EXTREME CARE WHEN TRENCHING. F.COORDINATE EXACT LOCATIONS OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL DRAWINGS. G.CERTAIN FEEDER AND BRANCH CIRCUIT WIRE SIZES HAVE BEEN OVERSIZED TO COMPENSATE FOR VOLTAGE DROP. SPLICE WIRES TO COMPATIBLE SIZES FOR TERMINATION, ADJACENT TO EQUIPMENT CONNECT AS REQUIRED. H.CONTRACTOR SHALL SIZE ALL IN GRADE PULL BOXES PER CODE OR FOR THEIR CONVENIENCE FOR PULLING WIRE, WHICHEVER IS LARGER. I.PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SCHEDULE A FIELD MEETING WITH THE INSPECTOR AND CITY REPRESENTATIVE, AND REVIEW THE FOLLOWING: I.A.VERIFY ALL EXISTING LIGHT FIXTURES ARE OPERATIONAL AND NOTE ANY EXISTING DAMAGE TO POLES. PROVIDE PHOTOS OF ANY DAMAGED EQUIPMENT. I.B.ARRANGE FOR CITY STREET LIGHT WORKER TO MARK UNDERGROUND CONDUITS AND WIRING WITHIN THE PROJECT AREA. I.C.VERIFY WITH CITY REPRESENTATIVE THE ALLOWABLE TIME FOR LIGHTS TO BE OFF IF CONSTRUCTION CAUSES DAMAGE OR REQUIRES POWER TO BE DISCONNECTED J.ANY DAMAGE TO EXISTING EQUIPMENT OR SYSTEMS, NO MATTER HOW MINOR, SHALL BE REPORTED IMMEDIATELY TO THE CITY REPRESENTATIVE AND ALL REPAIRS SHALL BE MADE BY A QUALIFIED ELECTRICIAN AT THE CONTRACTOR'S EXPENSE. REPAIR WORK SHALL NOT BE CONSIDERED COMPLETE UNTIL IT IS TESTED AND RESTORED TO A FULLY FUNCTIONAL STATE AND SIGNED OFF BY CITY REPRESENTATIVE. K.PRIOR TO COMPLETION OF CONSTRUCTION, VERIFY THAT ALL LIGHT FIXTURES ARE IN WORKING ORDER AND THAT ALL DAMAGE HAS BEEN REPAIRED. L.CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE TO UPDATE ALL RELOCATED LIGHT FIXTURES AND ASSOCIATED CONDUIT AND WIRING IN CITYWORKS THROUGH THE GIS GROUP. GENERAL NOTES SHEET NOTES# 1.(E) UTILITY POLE TO REMAIN AS POINT OF CONNECTION FOR NEW RESTROOM BUILDING SERVICE. COORDINATE WITH PG&E REPRESENTATIVE FOR CONNECTION REQUIREMENTS. 2.PG&E SHALL PROVIDE ALL TRENCHING AND CONDUIT ACROSS S. STELLING RD. CONTRACTOR SHALL PROVIDE ALL ON-SITE TRENCHING AND CONDUIT. COORDINATE WITH PG&E REPRESENTATIVE FOR POINT OF CONNECTION TO PG&E TRENCH AND CONDUIT. 1 E1.01 1 P 1 E8.00 2 E8.00TYP 3 E8.00TYP ELECTRICAL L.O.W. 2 1 OVERALL SITE PLAN G: \ S H A R E D D R I V E S \ 0 1 _ P R O J E C T S \ M I G I N C _ 4 8 \ 2 1 4 8 . 1 0 6 - J O L L Y M A N A L L - I N C L U S I V E P A R K \ 0 5 _ D R A W I N G S \ 0 1 _ D W G S \ 2 1 4 8 . 1 0 6 - E 1 0 0 - S I T E P L A N . D W G SHEETREVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date: DM DM APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN CUPERTINO CITY OF www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 E1.00EXP. 6-30-24 E19203 J.O NIAMDIVADAS SHOWN DM SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 03-22-2024 RESPONSE TO PERMIT COMMENTS/ BID SET1 30902 OVERALL SITE PLAN 54 AD A ADA AD A A D A AD A ADA ADA ADA ADA ADA A D A ADA A D A ADA A D A ADA ADA AD A QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB ADA ADA ADA AD A A D A AD A QLOB QLOB ADA ADA ADA ADA AD A (E) (E) (E) (E) (E) 1 E1.10 1 E1.11 SEE SHEET E1.00 FOR CONTINUATION 3 E8.00TYP ELECTRICAL L.O.W. A.THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE INSTALLATION AND/OR DEMOLITION WITH PG&E. B.PROVISIONS SHALL BE MADE TO DISCONNECT EXISTING SERVICE EQUIPMENT AND RECONNECT NEW SERVICE EQUIPMENT WITH MINIMAL POWER DISRUPTION. C.PROVIDE SEPARATE PULL BOXES FOR POWER AND COMMUNICATIONS CONDUIT. LABEL IN GRADE POWER PULL BOXES AS "ELECTRICAL." LABEL IN GRADE LIGHTING PULL BOXES AS "LIGHTING." LABEL UTILITY PULL BOXES PER UTILITY REQUIREMENTS. D.CONCEAL ALL CONDUIT, UNLESS OTHERWISE NOTED. E.AREA MAY CONTAIN UNDERGROUND RACEWAY. SITE LOCATE ALL EXISTING UNDERGROUND RACEWAY IN THIS AREA BEFORE TRENCHING. MAINTAIN EXTREME CARE WHEN TRENCHING. F.COORDINATE EXACT LOCATIONS OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL DRAWINGS. G.CERTAIN FEEDER AND BRANCH CIRCUIT WIRE SIZES HAVE BEEN OVERSIZED TO COMPENSATE FOR VOLTAGE DROP. SPLICE WIRES TO COMPATIBLE SIZES FOR TERMINATION, ADJACENT TO EQUIPMENT CONNECT AS REQUIRED. H.CONTRACTOR SHALL SIZE ALL IN GRADE PULL BOXES PER CODE OR FOR THEIR CONVENIENCE FOR PULLING WIRE, WHICHEVER IS LARGER. I.PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SCHEDULE A FIELD MEETING WITH THE INSPECTOR AND CITY REPRESENTATIVE, AND REVIEW THE FOLLOWING: I.A.VERIFY ALL EXISTING LIGHT FIXTURES ARE OPERATIONAL AND NOTE ANY EXISTING DAMAGE TO POLES. PROVIDE PHOTOS OF ANY DAMAGED EQUIPMENT. I.B.ARRANGE FOR CITY STREET LIGHT WORKER TO MARK UNDERGROUND CONDUITS AND WIRING WITHIN THE PROJECT AREA. I.C.VERIFY WITH CITY REPRESENTATIVE THE ALLOWABLE TIME FOR LIGHTS TO BE OFF IF CONSTRUCTION CAUSES DAMAGE OR REQUIRES POWER TO BE DISCONNECTED J.ANY DAMAGE TO EXISTING EQUIPMENT OR SYSTEMS, NO MATTER HOW MINOR, SHALL BE REPORTED IMMEDIATELY TO THE CITY REPRESENTATIVE AND ALL REPAIRS SHALL BE MADE BY A QUALIFIED ELECTRICIAN AT THE CONTRACTOR'S EXPENSE. REPAIR WORK SHALL NOT BE CONSIDERED COMPLETE UNTIL IT IS TESTED AND RESTORED TO A FULLY FUNCTIONAL STATE AND SIGNED OFF BY CITY REPRESENTATIVE. K.PRIOR TO COMPLETION OF CONSTRUCTION, VERIFY THAT ALL LIGHT FIXTURES ARE IN WORKING ORDER AND THAT ALL DAMAGE HAS BEEN REPAIRED. L.CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE TO UPDATE ALL RELOCATED LIGHT FIXTURES AND ASSOCIATED CONDUIT AND WIRING IN CITYWORKS THROUGH THE GIS GROUP. GENERAL NOTES INCOMING OVERHEAD SERVICE (E) PNL A PROVIDED BY RESTROOM BUILDING MANUFACTURER UTILITY XFMR, PROVIDED BY UTILITY POLE MOUNTED M U OVERHEAD PRIMARY WIRE, PROVIDED BY UTILITY PROVIDE (1) 2" C.O. SECONDARY WIRING PROVIDED BY UTILITY 2 RISER DIAGRAM NOT TO SCALE 1 OVERALL SITE PLAN 1" = 20'-0" G: \ S H A R E D D R I V E S \ 0 1 _ P R O J E C T S \ M I G I N C _ 4 8 \ 2 1 4 8 . 1 0 6 - J O L L Y M A N A L L - I N C L U S I V E P A R K \ 0 5 _ D R A W I N G S \ 0 1 _ D W G S \ 2 1 4 8 . 1 0 6 - E 1 0 0 - S I T E P L A N . D W G SHEETREVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date: DM DM APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN CUPERTINO CITY OF www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 E1.01EXP. 6-30-24 E19203 J.O NIAMDIVADAS SHOWN DM SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 03-22-2024 RESPONSE TO PERMIT COMMENTS/ BID SET1 30902 OVERALL SITE PLAN 55 AD A ADA ADA ADA A D A AD A A D A ADA QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB ADA AD A AD A QLOB QLOB SEE E1.10 FOR CONTINUATION (E) (E) (E) MU 1 2 3 TYP 4 E8.00 J6 P 4 5 ELECTRICAL L.O.W. A.THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE INSTALLATION AND/OR DEMOLITION WITH PG&E. B.PROVISIONS SHALL BE MADE TO DISCONNECT EXISTING SERVICE EQUIPMENT AND RECONNECT NEW SERVICE EQUIPMENT WITH MINIMAL POWER DISRUPTION. C.PROVIDE SEPARATE PULL BOXES FOR POWER AND COMMUNICATIONS CONDUIT. LABEL IN GRADE POWER PULL BOXES AS "ELECTRICAL." LABEL IN GRADE LIGHTING PULL BOXES AS "LIGHTING." LABEL UTILITY PULL BOXES PER UTILITY REQUIREMENTS. D.CONCEAL ALL CONDUIT, UNLESS OTHERWISE NOTED. E.AREA MAY CONTAIN UNDERGROUND RACEWAY. SITE LOCATE ALL EXISTING UNDERGROUND RACEWAY IN THIS AREA BEFORE TRENCHING. MAINTAIN EXTREME CARE WHEN TRENCHING. F.COORDINATE EXACT LOCATIONS OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL DRAWINGS. G.CERTAIN FEEDER AND BRANCH CIRCUIT WIRE SIZES HAVE BEEN OVERSIZED TO COMPENSATE FOR VOLTAGE DROP. SPLICE WIRES TO COMPATIBLE SIZES FOR TERMINATION, ADJACENT TO EQUIPMENT CONNECT AS REQUIRED. H.CONTRACTOR SHALL SIZE ALL IN GRADE PULL BOXES PER CODE OR FOR THEIR CONVENIENCE FOR PULLING WIRE, WHICHEVER IS LARGER. GENERAL NOTESSHEET NOTES# 1.PANELBOARD PROVIDED BY RESTROOM BUILDING MANUFACTURER. PROVIDE (3) #3/0 + (1) #6G - 2"C BETWEEN METER SOCKET AND PANEL. 2.PROVIDE NEW METER SOCKET ADJACENT TO PANELBOARD IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. PROVIDE CUTSHEET OF PROPOSED METER SOCKET TO UTILITY REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE AND INSTALL. 3.(E) CONDUITS AND BOXES FEEDING (E) LIGHT FIXTURES TO REMAIN SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE AND EXACT SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION WORK. 4.SEE E100 FOR CONTINUATION. 5.SITE CONTRACTOR SHALL STUB CONDUITS TO WITHIN 5'-0" OF BUILDING FOOTPRINT. RESTROOM BUILDING MANUFACTURER SHALL INTERCEPT CONDUITS AND CONTINUE THEM TO METER AND PANEL. 6.PROVIDE 120V/1 CONNECTION TO IRRIGATION CONTROLLER. COORDINATE WITH MODULAR BUILDING MANUFACTURER TO PROVIDE POWER FROM SPARE 20A/1P BKR IN PNL "A" AND CIRCUIT WITH (2) #12 + (1) #12G - 3/4" C. G: \ S H A R E D D R I V E S \ 0 1 _ P R O J E C T S \ M I G I N C _ 4 8 \ 2 1 4 8 . 1 0 6 - J O L L Y M A N A L L - I N C L U S I V E P A R K \ 0 5 _ D R A W I N G S \ 0 1 _ D W G S \ 2 1 4 8 . 1 0 6 - E 1 0 0 - S I T E P L A N . D W G SHEETREVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date: DM DM APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN CUPERTINO CITY OF www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 E1.10EXP. 6-30-24 E19203 J.O NIAMDIVADAS SHOWN DM SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 03-22-2024 RESPONSE TO PERMIT COMMENTS/ BID SET1 30902 ENLARGED SITE PLAN - WEST 1 ENLARGED SITE PLAN - WEST 1/8" = 1'-0" 56 AD A A D A AD A ADA ADA ADA A D A A D A ADA ADA AD A QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB QLOB ADA ADA A D A AD A AD A AD A ADA AD A SEE E1.11 FOR CONTINUATION (E) (E) 1 TYP A.THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE INSTALLATION AND/OR DEMOLITION WITH PG&E. B.PROVISIONS SHALL BE MADE TO DISCONNECT EXISTING SERVICE EQUIPMENT AND RECONNECT NEW SERVICE EQUIPMENT WITH MINIMAL POWER DISRUPTION. C.PROVIDE SEPARATE PULL BOXES FOR POWER AND COMMUNICATIONS CONDUIT. LABEL IN GRADE POWER PULL BOXES AS "ELECTRICAL." LABEL IN GRADE LIGHTING PULL BOXES AS "LIGHTING." LABEL UTILITY PULL BOXES PER UTILITY REQUIREMENTS. D.CONCEAL ALL CONDUIT, UNLESS OTHERWISE NOTED. E.AREA MAY CONTAIN UNDERGROUND RACEWAY. SITE LOCATE ALL EXISTING UNDERGROUND RACEWAY IN THIS AREA BEFORE TRENCHING. MAINTAIN EXTREME CARE WHEN TRENCHING. F.COORDINATE EXACT LOCATIONS OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL EQUIPMENT WITH ARCHITECTURAL, MECHANICAL, PLUMBING, LANDSCAPING AND CIVIL DRAWINGS. G.CERTAIN FEEDER AND BRANCH CIRCUIT WIRE SIZES HAVE BEEN OVERSIZED TO COMPENSATE FOR VOLTAGE DROP. SPLICE WIRES TO COMPATIBLE SIZES FOR TERMINATION, ADJACENT TO EQUIPMENT CONNECT AS REQUIRED. H.CONTRACTOR SHALL SIZE ALL IN GRADE PULL BOXES PER CODE OR FOR THEIR CONVENIENCE FOR PULLING WIRE, WHICHEVER IS LARGER. GENERAL NOTESSHEET NOTES# 1.(E) CONDUITS AND BOXES FEEDING (E) LIGHT FIXTURES TO REMAIN SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE AND EXACT SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION WORK. G: \ S H A R E D D R I V E S \ 0 1 _ P R O J E C T S \ M I G I N C _ 4 8 \ 2 1 4 8 . 1 0 6 - J O L L Y M A N A L L - I N C L U S I V E P A R K \ 0 5 _ D R A W I N G S \ 0 1 _ D W G S \ 2 1 4 8 . 1 0 6 - E 1 0 0 - S I T E P L A N . D W G SHEETREVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date: DM DM APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN CUPERTINO CITY OF www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 E1.11EXP. 6-30-24 E19203 J.O NIAMDIVADAS SHOWN DM SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 03-22-2024 RESPONSE TO PERMIT COMMENTS/ BID SET1 30902 ENLARGED SITE PLAN - EAST 1 ENLARGED SITE PLAN - EAST 1/8" = 1'-0" 57 2 3' X 5' PG&E ELECTRICAL PULL BOX NOT TO SCALE HEAVY DUTY REINFORCED CONCRETE BOX WITH STANDARD KNOCKOUTS AND PULLING IRONS. CONFORM WITH PG & E REQUIREMENTS. 1. DETAIL NOTES 4-1/2" SPLICE BOX LID3'-0" 5'-0 " VAULT 2'-6" 2'-8 " 2'-8 " 3' 4-1/2" 1 INGRADE PULL BOX CONDUIT TERMINATION NOT TO SCALE 3/4" MIN CRUSHED ROCK BEDDING BELL MOUTH TOP OF BEDDING INGRADE PULL BOX OR VAULT SEE PLANS PVC CONDUIT MINIMUM 3" ABOVE SEAL CONDUIT WITH GROUT, TYP. OR CONCRETE HARDSCAPE FINISHED GRADE, PAVEMENT 3 TYPICAL PG&E TRENCH NOT TO SCALE 3" FINISHED GRADE - FOR CONCRETE OR AC PAVING SAW CUT EDGES, SURFACE TO MATCH EXISTING. COORDINATE WITH CIVIL AND WARNING TAPE 95% COMPACTION NATIVE MATERIAL AT SAND BEDDING ARCHITECTURAL REQUIREMENTS DETAIL NOTES P 3" 16" 18" 30" 3" 1.DETAIL PROVIDED FOR REFERENCE ONLY. PROVIDE TRENCH DIMENSIONS AND LAYOUT PER LATEST PG&E GREENBOOK REQUIREMENTS. 2.QUANTITY OF CONDUITS SHOWN IS FOR EXAMPLE ONLY. PROVIDE QUANTITY OF CONDUITS AS SHOWN ON CONTRACT DOCUMENTS AND AS REQUIRED PER PG&E GREENBOOK REQUIREMENTS. 4 GROUND ROD NOT TO SCALE TO GROUND ROD COPPER CLAD GROUND ROD 10'-0" X 3/4" Ø CAD WELD CONDUCTOR COAT ALL INSIDE SURFACES W/ SEALANT GROUT BOTTOM MINIMUM 3" (CEC 250-52) SEE DETAIL NOTE 2 BELOW. CHRISTY "F8" GROUND ROD BOX, LABEL LID "GROUND" DETAIL NOTES 1.SIZE OF CONDUCTORS SHALL COMPLY WITH CEC TABLE 250-122. 2.PROVIDE A MINIMUM OF (1) GROUND ROD AND GROUND ROD BOX, LOCATED NEAR MAIN SERVICE EQUIPMENT. CHECK RESISTANCE TO GROUND, IF RESISTANCE EXCEEDS 25 OHMS, INSTALL ADDITIONAL GROUND RODS AND GROUND ROD BOXES AS REQUIRED. (CEC 250-56) 3.GROUNDING TEST MUST BE BY INDEPENDENT LICENSED ELECTRICAL CONTRACTOR OR TESTING LABORATORY. PROJECT CONTRACTOR IS NOT ELIGIBLE TO RUN TEST. CONCRETE SLAB FLOOR OR ADJACENT GRADE GROUNDING ELECTRODE CONDUCTOR G: \ S H A R E D D R I V E S \ 0 1 _ P R O J E C T S \ M I G I N C _ 4 8 \ 2 1 4 8 . 1 0 6 - J O L L Y M A N A L L - I N C L U S I V E P A R K \ 0 5 _ D R A W I N G S \ 0 1 _ D W G S \ 2 1 4 8 . 1 0 6 - E 8 0 0 - D E T A I L S . D W G SHEETREVISIONS NOVEMBER 2023 IMPROVEMENT PLANS FOR ALL-INCLUSIVE PLAYGROUND CALIFORNIACUPERTINO AT JOLLYMAN PARK File: Scale: Proj. Engr: Checked: Drawn: Designed: Date: DM DM APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN CUPERTINO CITY OF www.PigcoP.coP 800 HEARST AVENUE BERKELEY, CA 94710 TEL (510) 845-7549 E8.00EXP. 6-30-24 E19203 J.O NIAMDIVADAS SHOWN DM SA F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D T O N O R M A L W O R K I N G H O U R S ; A N D T H A T T H E C O N T R A C T O R CO N T R A C T O R A G R E E S T H A T T H E Y S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S I B I L I T Y F O R J O B S I T E C O N D I T I O N S D U R I N G T H E C O U R S E O F C O N S T R U C T I O N O F T H I S P R O J E C T , I N C L U D I N G SH A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G I N E E R H A R M L E S S F R O M A N Y A N D A L L L I A B I L I T Y , R E A L O R A L L E G E D , I N C O N N E C T I O N W I T H T H E P E R F O R M A N C E O F W O R K ON T H I S P R O J E C T , E X C E P T I N G F O R L I A B I L I T Y A R I S I N G F R O M T H E S O L E N E G L I G E N C E O F T H E O W N E R O R T H E E N G I N E E R . AL L - I N C L U S I V E P L A Y G R O U N D A T J O L L Y M A N P A R K / 0 3 - 2 2 - 2 0 2 4 03-22-2024 RESPONSE TO PERMIT COMMENTS/ BID SET1 30902 DETAILS 58 GENERAL Dimensions refer to rough concrete surfaces, face of studs, face of concrete block, top of sheathing, or top of slab, unless otherwise indicated. The Contractor shall verify all dimensions prior to the start of construction. The Architect shall be notified of any discrepancies or inconsistencies. All drawings are considered to be a part of the contract documents. The Contractor shall be responsible for the review and coordination of all drawings and specifications prior to the start of construction. Any discrepancies that occur shall be brought to the attention of the Architect prior to the start of construction so that a clarification can be issued. Any work performed in conflict with the contract documents or any code requirements shall be corrected by the Contractor at their own expense and at no expense to the owner or Architect. Notes and details on the structural drawings shall take precedence over general notes and typical details. Where no details are given, construction shall be as shown for similar work. All work shall conform to the minimum standards of the following codes: 2022 California Building Code, which comprises Title 24, Part 2 of the California Code of Regulations, as adopted by the California Building Standards Commission referred to here as "The California Building Code, 2022 Edition" or "the code", and any other regulating agencies which have authority over any portion of the work, including the State of California Division of Industrial Safety, and those additional codes and standards including, but not limited to, the following incorporated codes listed below, and in these structural notes and specifications. American Society of Civil Engineers: ASCE 7-16 with Supplement 1, Minimum Design Loads for Buildings and Other Structures including Supplement No. 1 and 2. American Concrete Institute (ACI): ACI 318-19 Bldg. Code Requirements for Structural Concrete and Requirements for Structural Concrete and Commentary American Institute of Steel Construction (AISC): AISC 360-16 Specification for Structural Steel Buildings American Institute of Steel Construction (AISC): Steel Construction Manual 15th Edition American Welding Society: AWS D1.1:2020 Structural Welding Code - Steel ASTM specifications on the structural drawings shall be of the latest version, unless otherwise noted. Refer to the architectural drawings for the following: Dimensions not shown on the structural drawings. Size and location of all concrete curbs, equipment pads, pits, floor drains, slopes, depressed areas, change in level, chamfers, grooves, inserts, etc. Refer to the mechanical, plumbing, and electrical drawings for the following: Pipe runs, sleeves, hangers, trenches, wall and slab openings, etc., except as noted. Electrical conduit runs, boxes, and outlets in walls and slabs. Concrete inserts for electrical, mechanical, or plumbing fixtures. Size and location of machine or equipment bases or anchor bolts for motor mounts. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The Contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to, bracing and shoring for loads due to construction equipment, etc. Observation visits to the site by the Engineer shall not include inspection of the aforementioned items. Contractor shall investigate the site, during clearing and earthwork operations, for filled excavations or buried structures, such as cesspools, cisterns, foundations, etc. If any such structures are found, the Engineer shall be notified immediately. Shop drawings, special inspections, and material sampling and testing, when required, are specified in their respective tables in the general notes and in the specifications. DESIGN Design conforms to the California Building Code, 2022 Edition Wind Analysis: Basic wind speed, V3S .................(CBC Figure 1609.3)VULT =92 mph Exposure ..............................(CBC Section 1609.4.3)=B Internal Pressure Coefficient, GCPI ...(ASCE Table 26.13-1)GCPI =±0.18 Seismic Analysis: Seismic Importance Factor, I ..........(ASCE Table 1.5-2)I =1.0 Risk Category .........................(CBC Table 1604.5)=II Site Location, Latitude ............... 37.31061° Site Location, Longitude .............. -122.04146° Spectra Accel., Short Period, SS ......(CBC Figure 1613.2.1(1)&(2)) SS =2.185 g Spectra Accel., Long Period, S1 .......(CBC Figure 1613.2.1(3)&(4)) S1 =0.784 g Site Classification ...................(CBC Section 1613.2.2)=D (Default) Design Response, Short Period, SDS.....(CBC Section 1613.2.4)SDS =1.748 g Seismic Design Category ...............(CBC Table 1613.2.5(1)&(2))=D FOUNDATIONS Foundations conform to the recommendations of the Geotechnical Report entitled: "Jollyman Park All-Inclusive Playgound 1000 S. Stelling Road, Cupertino, California," prepared by Ninyo & Moore, dated February 18, 2022. Maximum soil pressure = 1500 psf DL + LL Retaining Walls (up to 6ft retained soil) Equivalent fluid pressure (for drained walls) Active condition (unrestrained) Level backfill = 35 pcf Surcharge = 70 psf* At rest condition (restrained) Level backfill = 60 pcf Surcharge = 120 psf* Coefficient of friction = 0.35 Passive earth pressure = 360 pcf * S = Live Load Surcharge (psf) ** H = Height of retained soil Refer to the Geotechnical Report for additional recommendations not listed below. All site grading, excavations, fills, and soil preparation shall conform to the Geotechnical Report and all work shall be done under the observation of the Geotechnical Engineer. Footings Footings shall extend to such depth as to bear upon firm, undisturbed native soil. All abandoned footings, utilities, etc. shall be removed. All footings shall be founded at a depth at least 24" below the lowest adjacent grade. Footing depths shown on the structural drawings are minimum depths. Footings may be poured in neat excavated trenches. Excavations for footings shall be observed by the Geotechnical Engineer prior to placing reinforcing and concrete. The Contractor shall notify the Geotechnical Engineer when the excavations are ready for observation. Backfill All excavations shall be properly backfilled. Do not place backfill behind retaining walls before the concrete or grout has attained full design strength. The Contractor shall brace or protect all building and pit walls below grade from lateral loads until the attaching floors are completely in place and have attained full strength. The Contractor shall provide for the design, permits, and installation of such bracing. Footing backfill and utility trench backfill within the building area shall be mechanically compacted in layers in accordance with the Geotechnical Report and observed by the Geotechnical Engineer or Inspector. Flooding will not be permitted. Geotechnical Engineer Observation Letter The Geotechnical Engineer shall prepare a letter for the Building Department giving an opinion regarding conformance of the footing excavations, engineered fill compaction, subgrade preparation, and backfilling with the requirements contained in the Geotechnical Report. REINFORCING STEEL Reinforcing Steel detailing, fabrication, and placement shall conform to the "California Building Code," Chapter 19; the "Manual of Standard Practice of the Concrete Reinforcing Steel Institute," latest edition; and the "Building Code Requirements for Structural Concrete and Commentary," ACI 318-19; unless otherwise noted. Standards: Reinforcing steel shall conform to the following standards: Deformed Bars, #3 .................................................... ASTM A615, Grade 40 Deformed Bars, #4 and larger ......................................... ASTM A615, Grade 60 Spiral Reinforcement, deformed ....................................... ASTM A615 Placing: All steel reinforcement shall be securely tied in place so as to maintain their exact position before and during the placement of concrete. Reinforcing steel shall be securely tied in place with #16 annealed iron wire. Bars in beams and slabs shall be supported on well-cured concrete blocks or approved plastic tipped metal chairs, as specified by CRSI Manual of Standard Practice, MSP-1. Accessories for epoxy-coated reinforcing, where shown on plans, shall be as noted in the Specifications. Wire fabric in slabs shall be securely fastened to supporting devices to maintain their position during concrete placement. Lap bars 58 diameters, laps shall be staggered, for #3 to #6 bars unless otherwise noted Lap bars 72 diameters, laps shall be staggered, for #7 to #11 bars unless otherwise noted Mechanical splices: Where noted on plans, provide threaded couplers capable of developing at least 125% of the specified yield strength of the reinforcing steel. Couplers shall be Type 2, as per ACI 318-19 Section 18.2.7. Threaded Couplers shall be as manufactured by Erico Company, or approved equal with a current evaluation report from an approved source. Welding: Where welding of reinforcing bars is approved by the Engineer, it shall be done by AWS certified welders using E80XX or approved electrodes. Welding procedures shall conform to the requirements of the "Structural Welding Code - Reinforcing Steel", AWS-D1.4 Clear distances, steel to forms, unless noted otherwise: Slabs not exposed to weather, joists, interior wall surfaces ..... 3/4" Exterior wall surfaces, slabs exposed to weather, #5 and smaller . 1-1/2" Exterior wall surfaces, slabs exposed to weather, #6 and larger .. 2" Clear distance between bars ...................................... 2" Slabs on rolled grade ............................................ 1-1/2" Formed surfaces in contact with earth ............................ 2" Unformed surfaces in contact with earth .......................... 3" Shop drawings shall be submitted to the Architect for review prior to fabrication. Shop drawings shall include elevations of all beams and columns showing bar and lap locations. See Shop Drawing Submittal Requirements elsewhere in General Notes. Submit mill certificates for reinforcing steel prior to rebar placement. CONCRETE WORK Forms shall be properly constructed conforming to concrete surfaces as shown on the drawings, sufficiently tight to prevent leakage, sufficiently strong, and braced to maintain their shape and alignment until no longer needed to support the concrete. Forms for exposed concrete shall be plywood, using sheets as large as possible, with all joints tightly fitted and blocked, and shall produce a finished concrete surface which is smooth, true, and free from blemishes according to accepted standards for architectural concrete. Debris should be entirely removed from forms prior to concrete placement. Horizontal construction joints shall be located as shown on the structural drawings, and the hardened concrete surfaces shall be cleaned by sand-blasting or other approved means to expose firmly embedded aggregates prior to pouring additional concrete in contact with these surfaces. Vertical construction joints through beams or slabs shall be located only as shown on structural drawings. Forms and shoring shall not be removed until the concrete has attained sufficient strength to withstand all loads to be imposed without excessive stress, creep, or deflection. See specifications for shoring requirements. Concrete shall be ready mixed conforming to ASTM C94. Cement shall be Portland Cement Type II, conforming to ASTM C150. All hardrock (H.R.) concrete used in suspended slabs and slabs on grade shall be designed for low shrinkage (L.S.). Acceptable coarse aggregates for low shrinkage concrete include Kaiser Clayton, Granite Rock, Limestone, Sechelt, or Orcas aggregates. Fine aggregates acceptable for low shrinkage concrete include Sechelt, Orcas, or Granite Rock sands. Alternative aggregates may be submitted provided they provide a concrete mix with a shrinkage limitation of 0.040% after 28 days of drying. Submit test data to Architect for review. Use maximum size aggregate as noted below. Use 3/8" maximum aggregate where necessary for proper placing, such as in thin or congested sections, etc. Superplasticizers may be used to improve workability in thin or congested sections. Incorporate superplasticizers into concrete mix designs. Flyash shall consist of pozzolanic admixtures conforming to ASTM C618, Class F, and shall be used in quantities noted below. See specifications for additional requirements. Ground Granulated Blast Furnace Slag (GGBFS) shall conform to ASTM C989 for slag cement and be used in quantities noted below. See specifications for additional requirements. Admixtures used in concrete shall conform to the following ASTM standards, shall be used in dosages recommended by the manufacturer, and shall not contain more chloride than is found in the municipal drinking water supply. Liquid volume in ASTM C494, Type C admixtures shall be added to water content and water cement ratio calculations. Water reducers ASTM C494, Type A Mid-range water reducers ASTM C494, Type A/F High-range water reducers ASTM C494, Type F Hydration Stabilizers (Retarders)ASTM C494, Type B and D Accelerators ASTM C494, Type C Air Entraining Agents ASTM C260 Corrosion Inhibitors ASTM C494, Type C Shrinkage Reducing Admixtures ASTM C494, Type F Viscosity Modifying Admixtures ASTM C494, Type S Crystalline Waterproofing No ASTM standard Post-Industrial, recycled CO₂ASTM C494, Type S ALL-INCLUSIVE PLAYGROUND AT JOLLYMAN PARK 03-22-2024 MS CP CUPERTINO CITY OF www.migcom.com 00 +EARST AVENUE BERKELEY CA 40 TEL 0 4-4 45 Fremont Street, 28th floor San Francisco, CA 94105 415.989.1004 | kpff.com SEOR Contact: Day-to-Day Contact: Blake.Dilsworth@Kpff.com Molly.Seto@Kpfff.com RESPONSE TO PERMIT COMMENTS/BID SET S+EET INDE; GENERAL NOTES/ S0.0 STRUCTURAL STEEL AND MISCELLANEOUS IRON Structural Steel and Miscellaneous Metal shall be detailed, fabricated, and erected in accordance with AISC 325. Standards: All Structural Steel shall conform to the following ASTM designations, U.N.O. WF Shapes ............................A992 Steel Pipe ...........................A53, Grade B (Fy = 35 ksi) HSS Round ............................A500, Grade C (Fy = 46 ksi) HSS Rectangular and Square ...........A500, Grade C (Fy = 50 ksi) Angles, C-Shapes, MC-Shapes ..........A36 Other Steel Plates and Bars ..........A36 Unless otherwise shown or noted stiffener plates shall be 3/8" thick minimum. All structural steel surfaces that are encased in concrete, masonry, spray on fireproofing, or are encased by building finishes shall be left unpainted except as required for designation of protected zones, unless noted otherwise. Where galvanized steel is indicated on drawings, galvanize according to ASTM A123, hot dip process. Erection clips, temporary bracing, and shoring required by the Contractor are not shown. Contractor shall comply with all OSHA requirements. Additional miscellaneous metal items such as embeds, railings, and supports for interior finishes may be shown on drawings prepared by others, see architectural drawings. Shop drawings shall be submitted to the architect for review prior to fabrication The testing agency shall send copies of Structural Testing and Inspection Reports directly to the Engineer of Record. Welded Connections: All welded connections shall be welded in accordance with the "Structural Welding Code - Steel (AWS-D1.1). All welding shall be done with electrodes having a minimum tensile strength of 70 ksi, unless noted otherwise. Shielded metal arc welding (SMAW) electrodes shall be low-hydrogen type. Unless otherwise noted. 1.All welders shall be qualified in accordance with AWS D1.1 for all welds they will be performing. 2.The weld lengths called for on the structural drawings are the net effective length required. Where fillet weld symbol is given without indication of size, use the minimum size welds as specified in AISC 360, Section J2.2b. 3.All welding shall be performed in conformance with a written welding procedure specification (WPS). Submit all WPS's applicable to the project for review listing specific electrodes to be used. The submittal shall include an index of all procedures, shall identify the actual electrode to be used for each procedure, and shall include electrode data sheets describing the products, the limitations of use, the recommended welding parameters, and storage and exposure requirements. For WPS's that are not pre-qualified per AWS D1.1, submit procedure qualification record with WPS. 4.Run-off tabs per AWS D1.1 are required for Complete Joint Penetration (C.J.P.) groove welds. All welds are to be started and completed on the run-off tabs as much as practicable. Do not end welds at cope hole locations. Use of weld dams is not allowed. 5.The minimum preheat and interpass temperatures of AWS D.1 Section 3.5 must be followed. 6.All C.J.P. groove welds in members and connections shall be made with a filler metal having a minimum Charpy V-Notch toughness of 20 FT-LBS at 40 degrees F as determined by AWS classification or manufacturer's certification. 7.All Butt welds are complete joint penetration welds. 8.Complete penetration welds and partial penetration welds shall be examined by Ultrasonic Testing. All testing and inspection shall conform to CBC requirements. Refer to the specifications for additional information. CONCRETE WORK (Continued) Cementitious Material (CM) content includes all cement and Supplemental Cementitious Materials (SCM). Contractor shall submit for review of the Architect the concrete mixes proposed for use, designed by the concrete supplier and reviewed by an approved testing laboratory. Concrete shall have the following characteristics: Concrete Location Max Aggregate Strength @ 28 days (psi) Min Slump¹ (in) Min CM Content (Sacks) GGBFS Content⁵ Min, Max (%) Flyash Content⁵ Min, Max (%) Total SCM Content (%) Max Water Content (Gals) Max Water/ Cement Ratio Footings 1-1/2" HR 3000 3.5 5.0 40,50 15,35 50 36 0.60 NOTES: ¹ Slump shall be the minimum consistent with proper placing. Achieve slump with water reducing admixtures(ASTM C-494 Type A, F, or A/F) for desired workability. ² Use high range water reducing admixture (superplasticizer) as needed. ³ Use water reducing admixtures or mid-range water reducing admixtures for desired workability. ⁵ Percentages of GGBFS and Flyash may be individually adjusted within the limits provided in order to maintain total SCM content The Contractor shall inform the Architect at least 3 days prior to pouring any structural concrete so that the Architect may have the opportunity of reviewing the work prior to concrete placement. All concrete except slabs on grade 6" thick or less shall be mechanically vibrated so as to completely fill the forms without causing undue segregation. For 28 day strengths and 4" diameter x 8" long cylinders: 5 test cylinders from each 150 yards, or fraction thereof, poured in any one day, shall be secured and tested by an independent testing agency; one to be tested at 7 days for information, three at 28 days for acceptance, and hold one in reserve. For post-tensioned concrete secure 5 cylinders per 150 yards, or fraction thereof, poured in any one day, two sets minimum. Test one at 96 hours for stressing, three at 28 days for acceptance, and hold one in reserve. For 28 day strengths and 6" diameter x 12" long cylinders: 4 test cylinders from each 150 yards, or fraction thereof, poured in any one day, shall be secured and tested by an independent testing agency; one to be tested at 7 days for information, two at 28 days for acceptance, and hold one in reserve. For post-tensioned concrete secure 4 cylinders per 150 yards, or fraction thereof, poured in any one day, two sets minimum. Test one at 96 hours for stressing, two at 28 days for acceptance, and hold one in reserve. SHOP DRAWING SUBMITTALS When indicated with a "X", the following items shall have either a) shop drawings or b) certificates of conformance or c) shop drawings, calculations, and details submitted to the architect for review and approval prior to fabrication. When shop drawings, calculations, and details are required, submittals (drawings and calculations) must be signed and stamped by a Civil or Structural Engineer registered in the State of California. For additional information on the contents of the submittals, refer to the project specifications and the specific general notes sections. Submit two prints or an electronic (PDF copy) of calculations (where indicated) and shop drawings to the Architect for review. Item Shop Drawings Certificate¹ Shop Dwgs, calcs, and Details Remarks Statement of Responsibility (for Special Inspections)X See CBC 1704.4 and Special Inspection Notes. Do not submit KPFF Drawings. Concrete reinforcing X Concrete, mixes X Concrete, cement X Concrete, fine aggregates X Concrete, coarse aggregates X Concrete, admixtures X High Strength Low Shrink Non Metallic Grout X (1) Certificates shall be dated within 3 months of the submittal. SPECIAL INSPECTION When indicated with a "X", the following items shall be inspected in accordance with CBC Section 1705 by a certified special inspector from an established testing agency. All inspection shall be continuous, unless otherwise noted. For material sampling and testing requirements, refer to the material sampling and testing section, the project specifications, and the specific general notes sections. The testing agency shall send copies of all structural testing and inspection reports directly to the Architect, Engineer, and Building Department. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the Architect. Item Required Remarks Rebar Placement X Concrete Placement X SPECIAL INSPECTION When indicated with a "X", the following items shall be inspected in accordance with CBC Section 1705 by a certified special inspector from an established testing agency. All inspection shall be continuous, unless otherwise noted. For material sampling and testing requirements, refer to the material sampling and testing section, the project specifications, and the specific general notes sections. The testing agency shall send copies of all structural testing and inspection reports directly to the Architect, Engineer, and Building Department. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the Architect. Item Required Remarks Rebar Placement X Concrete Placement X ALL-INCLUSIVE PLAYGROUND AT JOLLYMAN PARK 03-22-2024 MS CP CUPERTINO CITY OF www.migcom.com 00 +EARST AVENUE BERKELEY CA 40 TEL 0 4-4 45 Fremont Street, 28th floor San Francisco, CA 94105 415.989.1004 | kpff.com SEOR Contact: Day-to-Day Contact: Blake.Dilsworth@Kpff.com Molly.Seto@Kpfff.com RESPONSE TO PERMIT COMMENTS/BID SET 0 S0.02 GENERAL NOTES / DETAILS PUBLIC WORKS DEPARTMENT • 10300 TORRE AVENUE • CUPERTINO, CALIFORNIA 95014 TECHNICAL SPECIFICATIONS FOR THE CAPITAL IMPROVEMENT PROGRAMS’ All-Inclusive Playground at Jollyman Park Project MARCH 28, 2024 All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Table of Contents March 2024 129300-1 00 01 10 TABLE OF CONTENTS (ALSO SEE CITY OF CUPERTINO PROJECT MANUAL) DIVISION 1 – GENERAL REQUIREMENTS 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL DIVISION 2 – EXISTING CONDITIONS 02 41 00 DEMOLITION DIVISION 3 – CONCRETE 03 00 00 LANDSCAPE CAST-IN-PLACE CONCRETE 03 20 00 CONCRETE REINFORCING DIVISION 5 – METALS 05 50 00 METAL FABRICATIONS DIVISION 11 – EQUIPMENT 11 68 00 PLAYGROUND EQUIPMENT DIVISION 12 – FURNISHINGS 12 93 00 SITE FURNISHINGS DIVISION 13 – SPECIAL CONSTRUCTION 13 00 00 PREFABRICATED RESTROOM BUILDING DIVISION 22 – PLUMBING 22 11 16 DOMESTIC WATER PIPING DIVISION 26 – ELECTRICAL 26 05 00 GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 33.13 CONDUIT FOR ELECTRICAL SYSTEMS All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Table of Contents March 2024 129300-2 26 05 33.16 BOXES FOR ELECTRICAL SYSTEMS 26 27 26 WIRING DEVICES DIVISION 31 – EARTHWORK 31 10 00 SITE CLEARING 31 20 00 EARTH MOVING 31 21 00 UTILITY TRENCHING AND BACKFILL 31 22 00 GRADING DIVISION 32 – EXTERIOR IMPROVEMENTS 32 09 00 TEMPORARY TREE AND PLANT PROTECTION 32 11 00 BASE COURSES 32 13 00 RIGID PAVING 32 15 40 DECOMPOSED GRANITE PAVING 32 18 16 PLAYGROUND PROTECTIVE SURFACING 32 31 19 DECORATIVE METAL FENCES AND GATES 32 80 00 IRRIGATION 32 93 00 PLANTING 32 94 50 LANDSCAPE STONE DIVISION 33 – UTILITIES 33 40 00 STORM DRAINAGE UTILITIES 33 46 00 BIORETENTION SUBDRAINAGE All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Erosion and Sediment Control March 2024 015713-1 SECTION 015713 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: requirements for temporary utilities, support facilities, storm water pollution prevention, erosion control, traffic control, support, and security and protection facilities. B. Related Requirements 1. Refer to City of Cupertino Project Manual. 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 WATER POLLUTION CONTROL PLAN A. Temporary Erosion and Sediment Control: Contractor shall implement and maintain temporary erosion and sediment control (Water Pollution Control Plan) for the project that shall conform to these special provisions, the Plans and the Bay Area Stormwater Management Agencies Association Blueprint for a Clean Bay. B. Water Pollution Control Plan Implementation: Contractor shall implement erosion and sediment control practices detailed in the Erosion Control and Sediment Control Field Manual, 3rd Edition and the California Stormwater Best Management Practices (BMP) Handbook, Construction, prepared by the California Regional Water Quality Control Board, San Francisco Bay Region. 1.4 EROSION CONTROL A. The project shall conform to the provisions listed in the City of Cupertino General Conditions. B. Temporary erosion and sediment control within the total project shall conform to the provisions in Section 21, Erosion Control, of the Caltrans Standard Specifications, these Special Provisions and the Plans. All-Inclusive Playground at Jollyman Park City of Cupertino Temporary Erosion and Sediment Control Bid Set 015713-2 January 2024 PART 2 - PRODUCTS 2.1 BMP PRODUCTS A. Shall be as specified in the most current California Stormwater Quality Association (CASQA) BMP Handbook. PART 3 - EXECUTION 3.1 WATER POLLUTION CONTROL PLAN A. Erosion and sediment control work shall consist of applying BMP’s to control the discharge of stormwater pollutants in full compliance with the revised state regulations. BMP’s shall be used to cover all temporary erosion and sediment control situations that arise during construction including unanticipated field conditions year-round. These erosion and sediment control measures shall control and contain erosion-caused silt deposits and provide for the safe discharge of silt-free storm water into existing and proposed storm drain facilities. B. Contractor shall implement and maintain all Water Pollution Control Plan work for the project that shall include: 1. Prohibition of illicit discharge (non-rain water) into the storm drainage system. 2. Construction of any and all necessary systems to eliminate contaminants from entering the storm water system. 3. Clean up and control of work site materials, spoils and debris. 4. Removal of contaminants produced by equipment used for the construction of the project. 5. Provision of all labor, materials, equipment and apparatus not specifically mentioned herein or noted on the plans, but which are incidental and necessary to complete the work specified. C. Contractor shall be responsible for ensuring that all sub-contractors, and suppliers are aware of all storm water quality measures and that they implement such measures. Failure to comply with the stormwater quality regulations and specifications will result in the issuance of correction notices, citations and/or a project stop order. D. Contractor shall maintain erosion and sediment control measures daily. The name of the person responsible for the daily maintenance of these facilities shall be on record with the City of Cupertino Department of Public Works along with a phone number where they can be reached twenty four (24) hours a day. 3.2 EROSION AND SEDIMENT CONTROL A. Temporary erosion and sediment control work shall consist of applying erosion control materials to embankment slopes, excavation slopes and other areas designated on the plans, installing silt fence, inlet protection, gravel bags, headwall protection and stabilized construction entrance ways, or other measures as specified in the project or necessary for compliance with the Construction General Permit(CGP). All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Erosion and Sediment Control March 2024 015713-3 3.3 EMERGENCY EROSION AND SEDIMENT CONTROL A. Shall consist of any measures that the City’s Representative deems necessary for compliance with the CGP including, but not limited to all erosion control measures necessary to prevent degradation to water quality. B. Sediment Control including unforeseen measures not addressed in the Storm Water Pollution Plan pay item in accordance with the National Pollution Discharge Elimination System (NPDES), the City of Cupertino and the Plans and Specifications and to the satisfaction of the City’s Representative. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Demolition March 2024 024100-1 SECTION 024100 DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for Demolition. This work shall consist of measures that may or may not be shown on the plans to remove existing surface improvements and underground utilities encountered during construction of the improvements. B. Project Includes 1. Demolition 2. Disconnection, capping, and removal of utilities. 3. Notification to Engineer of schedule of shut-off of utilities which serve occupied spaces. 4. Removal and legal disposal of materials. C. Related Requirements 1. Refer to City of Cupertino Project Manual 2. Section 311000, Site Clearing 3. Section 312200, Grading 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 REFERENCES A. Reference Standards 1. ANSI A10.6 Safety Requirements for demolition operations. 2. City of Cupertino General Conditions 3. Geotechnical Report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination: Coordinate continued occupancy and accessibility of adjacent building, and other portions of the site. B. Meetings: Prior to commencing the work, Contractor shall perform a site review with the Engineer to determine the exact extent of this portion of work to identify existing areas of damage to existing items to remain. All-Inclusive Playground at Jollyman Park City of Cupertino Demolition Bid Set 024100-2 January 2024 C. Provide a minimum of forty-eight (48) hours advance notice to Engineer of demolition activities. Do not begin demolition activities until receipt of notification to proceed from Engineer. D. Do not commence demolition activities until temporary erosion and sediment control measures are in place. 1.5 SUBMITTALS A. Record Documentation: Accurately record actual locations of capped and active utilities and subsurface construction. Submit record drawings to Engineer. B. Schedule 1. Contractor shall submit a schedule indicating proposed methods and sequence of operations for selective demolition work. Schedule shall include coordination for shut-off, capping, and continuation of utility services as required. See Section 013000, Administrative Requirements. PART 2 - PRODUCTS 2.1 MATERIALS A. Fill Materials: Shall be as specified in Section 312200, Grading. PART 3 - EXECUTION 3.1 EXAMINATION A. Hazardous Materials: If hazardous materials are discovered during demolition activities, stop work and notify the Engineer immediately. 3.2 PREPARATION A. Protection of In-Place Conditions 1. Surrounding areas, surfaces and appurtenances already in place shall be protected during demolition. 2. Provide temporary barricades and other forms of protection as required to protect general public from injury due to selective demolition work. 3. Provide protective measures as required to provide free and safe passage of general public to and from occupied portion of park. B. Surface Preparation: All work on this project shall conform to the Geotechnical Report. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Demolition March 2024 024100-3 3.3 DEMOLITION A. All deleterious material shall be removed and cleared from the site. See City of Cupertino General Conditions. B. Selective Demolition: Perform selective demolition work in a systematic manner. Use methods required to complete work indicated on the drawings in accordance with demolition schedule and governing regulations. Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Perform demolition with a manner that maximizes salvaged and recycling of materials. 1. Dismantle existing construction and separate materials. 2. Set aside reusable, recycled, and salvaged materials; store and deliver to collection point or point of reuse. 3. All items so indicated on drawings shall be carefully removed and returned to the City storage yard as directed by the Engineer to facilitate possible reuse by the City. C. Contractor Salvage: Items indicated to be removed but of salvageable value to the Contractor may be removed from structure as work progresses. Transport Contractor salvage items from site as they are removed. Storage or sale of removed items on site will not be permitted. D. Extent: Demolish walls and footings to a depth of not less than twelve inches (12”) below finish grade. Demolish and remove below-grade wood or metal construction. Break up below grade concrete slabs. Completely fill below-grade areas and voids resulting from demolition work. Provide fill consisting of approved earth, gravel or sand, free of trash and debris, stones over 6 inch diameter, roots or other organic matter. E. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 3.4 REPAIR A. Damages: Promptly repair damage by demolition work caused to adjacent facilities at no additional cost to the City. B. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as required per Section 312200, Grading. 3.5 CLEANING A. Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. Leave site in clean condition, ready for subsequent work. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Concrete Reinforcing March 2024 032000-1 SECTION 032000 CONCRETE REINFORCING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for furnishing and placing reinforcing steel and welded wire fabric reinforcing for concrete structures including roadway and pavement, as indicated. B. Related Requirements 1. Section 321100, Base Courses 2. Section 321300, Rigid Paving 1.02 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.03 REFERENCES A. Reference Standards 1. AISC, Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings. 2. American Welding Society, Code for Arc and Gas Welding, latest edition. 3. Standard Specifications of the ASTM Latest Edition for Structural Steel for Buildings. 4. ASTM A-615, Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 5. ASTM A-706, Specification for Low Alloy Steel Deformed Bars for Concrete Reinforcement. 6. City of Cupertino General Conditions B. Caltrans Standard Specifications, 2018 1. Section 51: Concrete Structures 2. Section 73: Concrete Curbs and Sidewalks 3. Section 90: Concrete 1.04 ADMINISTRATIVE REQUIREMENTS A. Sequencing: Installation of concrete reinforcing shall occur prior to placement of concrete. 1.05 SUBMITTALS A. Certificates 1. The Contractor shall provide Mill Certificates for reinforcing steel in accordance with the requirements of Section 013000, Administrative Requirements, of these specifications. All-Inclusive Playground at Jollyman Park City of Cupertino Concrete Reinforcing Bid Set 032000-2 January 2024 a. The Contractor shall provide Mill Certificates for each size of bar for each heat to be used on project. b. Mill Certificates shall include name of mill, date of rolling, date of shipping to fabricator and shall be signed by fabricator certifying that each material complies with or exceeds the specified requirements. A Mill Certificate shall be furnished with each lot of material delivered to the project and the lot shall be clearly identified in the Certificate. B. Shop Drawings: Location, spacing, and site of concrete reinforcement to be included in shop drawings as required bends, splices, and embedment length shall also be included in shop drawings. 1.06 QUALITY ASSURANCE A. Qualifications 1. Fabrication and welding shall be licensed operations. PART 2 - PRODUCTS 1.07 CONCRETE REINFORCING A. Description 1. Materials and fabrication shall be in accordance with the standards as shown in Section 1.03A. 2. Bars for reinforcement shall conform to the requirements of ASTM A706, Grade 60. No. 3 ties or spirals may conform to the requirements of ASTM A706 or A615, Grade 60. 3. All other materials, not specifically described by these specifications but required for complete and proper placement of reinforcement shall be new, first quality of their respective kinds, and subject to the approval of the City’s Representative. 1.08 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Product Test Reports: Tests of reinforcing steel may be made by a Testing Laboratory approved by the City’s Representative if requested by the City. The cost of the required tests shall be paid by the City. Three (3) copies of verified reports showing results on the tests shall be submitted to the City’s Representative. Said reports shall state definitely whether or not materials tested conform to the aforementioned specifications and/or standards. a. The Contractor shall cooperate with the Testing Laboratory making the required tests. b. Laboratory test reports shall show the name of testing agency; date of testing, types of tests performed and shall be signed by a principal of the testing agency who is a registered Civil City’s Representative in the State of California. c. When required by other portions of these specifications, laboratory test reports shall be submitted for each size of bar tested for each heat to show compliance with appropriate ASTM Standards and these specifications. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Concrete Reinforcing March 2024 032000-3 PART 3 - EXECUTION 1.09 EXAMINATION A. Verification of Conditions: In the event conduits, pipes, inserts, sleeves, or any other items interfere with placing the reinforcement as indicated on the drawings or approved shop drawings, or as otherwise required, immediately notify the City’s Representative and obtain approval on procedure before placement of reinforcement is started. B. Evaluation and Assessment 1. All reinforcement, at the time concrete is placed, shall be free from rust, scale, oil, mortar, or other coatings that will destroy or reduce the bond. 1.10 PREPARATION A. Protection of In-Place Conditions 1. Surrounding areas, surfaces and appurtenances already in place shall be protected during installation of concrete reinforcing. B. Cleaning Reinforcement 1. Take all means necessary to ensure that steel reinforcement, at the time concrete is placed around it, is completely free from rust, dirt, loose mill scale, oil, paint and all coatings which will destroy or reduce the bond between steel and concrete. 1.11 INSTALLATION A. Placing Steel Reinforcement 1. Bars shall be free of mortar, oil, dirt, excessive mill scale and scabby rust and other coatings of any character that would destroy or reduce the bond. All bending shall be done cold, to the shapes shown on the plans. The length of lapped splices shall be as follows: a. Reinforcing bars No. 8, or smaller, shall be lapped at least 45 bar diameters of the smaller bar joined, and reinforced bars Nos. 9, 10, and 11 shall be lapped at least 60 bar diameters of the smaller bars joined, except when otherwise shown on the plans. b. Splice locations shall be made as indicated on the plans. 2. Accurately place reinforcement as shown on the plans and hold firmly and securely in position by wiring at intersections and splices, and by providing precast mortar blocks or ferrous metal chairs, spacers, metal hangers, supporting wires, and other approved devices of sufficient strength to resist crushing under applied loads. Provide supports and ties of such strength and density to permit walking on reinforcing without undue displacement. 3. Place reinforcing to provide the following minimum concrete cover: a. Surfaces exposed to water: 4 inches. b. Surfaces poured against earth: 3 inches. c. Formed surfaces exposed to earth or weather: 2 inches. d. Slabs, walls, not exposed to weather or earth: 1 inch. 4. Minimum spacing, center of parallel bars shall be two and one half (2 ½) times the diameter of the larger sized bar. Accurately tie reinforcing securely in place prior to pouring concrete. Placing of dowels or other reinforcing in the wet concrete is not permitted. B. Special Techniques All-Inclusive Playground at Jollyman Park City of Cupertino Concrete Reinforcing Bid Set 032000-4 January 2024 1. Welding shall conform to best modern practice, be of adequate strength, with jointing made tight and flush and in true planes. 2. Bending: Bends for reinforcing steel shall be made in accordance with ACI 318 latest edition. Bend all bars cold. Do not field bend reinforcing steel in a manner that will injure material, cause the bars to be bent on too tight a radius, or that is not indicated as allowed on drawings or permitted by City’s Representative. Do not straighten bent or kinked bars for use on project without permission of City’s Representative. 3. Placing of reinforcement shall conform to Concrete Reinforcing Steel Institute (CRSI), Placing Reinforcement Bars and ACI 301 as they apply to this project. a. All reinforcement shall be placed in strict conformity with the requirements of the drawings, both as to location, position and spacing members. It shall be supported and secured against displacement by the use of adequate and proper wire supporting and spacing devices, tie wires, etc. so that it will remain in its proper position in the finished structure. b. Preserve clear space between parallel bars of not less than one and one half (1-1/2) times the nominal diameter of round bars and in no case let the clear distance be less than one and one half inches (1-1/2”) nor less than one and one third (1-1/3) times the maximum size of aggregate for concrete. 4. Cutting: Bars shall not be cut by gas torch. 5. Splicing shall be at least 40 bar diameters for reinforcing bars and six inches (6”) for welded wire fabric. a. All splices not shown on the Project Drawings shall be shown on the shop drawings and approved by the City’s Representative. 6. Unless otherwise noted, welding of crossing bars (tack welding) for assembly of reinforcement is prohibited. 7. Support and fasten together all reinforcement to prevent displacement by construction loads or placing of concrete. 8. Lifting of bars and welded wire fabric into position during placement of concrete is not permitted. 9. Where the concrete surface will be exposed to the weather in the finished structure, the portions of all accessories within one half inch (1/2”) of the concrete surface shall be non-corrosive or protected against corrosion. 10. Provide minimum protective cover given in of ACI 318 if not indicated on Drawings. 11. All embedment lengths not shown on the Project Drawings shall be shown on the shop drawings and approved by the City’s Representative. C. Interface with Other Work 1. Jointing and intersections of metals shall be accurately made. 1.12 SITE QUALITY CONTROL A. Correction During Pouring: Capable steel setters shall be kept at the work site at all times during the placing of concrete and shall properly reset any reinforcement displaced by runways, workmen, or other causes. B. Non-Conforming Work 1. Defective Work: At the discretion of the City’s Representative, all defective work shall be replaced at no extra cost to the City. 1.13 CLEANING All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Concrete Reinforcing March 2024 032000-5 A. Exposed reinforcing at construction joints shall be cleaned and/or bent at least twenty four (24) hours after concrete is placed. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-1 SECTION 03 30 00 LANDSCAPE CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This section includes all labor, materials, equipment, etc., needed to complete the installation of site concrete work in the All-Inclusive Playground scope of the project, including base, reinforcing, color, finishes, etc., including, but not limited to, the following: Pedestrian and Vehicular paving (refer to Civil specifcation for concrete work in the ADA improvements scope) Concrete curbs, thickened edge at pavement, integral curbs and mow bands Stair with cheek walls Seatwalls Concrete wall with Chalk art finish Concrete Transfer Curb Sign footings, grab rail footing, sand play table footing. Footings for Site furnishings (benches, tables, bike racks). Footings for Vine Arch, Metal Fence and gates, Nature Retreat and Communication board 1.2 RELATED DOCUMENTS A. Refer to the City of Cupertino’s project manual for general provisions of the Contract . B. The City Specifications for Concrete work shall take precedence over this section of the specifications, where the two are in conflict. Contact the City Representative whenever conflicts or questions arise, prior to proceeding with the work. C. Structural engineering requirements per drawings S0.01 and S0.02 for concrete work including. footings, Conc. Wall with Chalk finish and Interactive Art Feature. D. CIP concrete footings for play equipment detailed on drawings L3.06, L3.07, L3.08 to be provided as a deferred submittal for review and approval. E. Related Specification Sections Section 321300 Rigid Paving (For CIP concrete paving, curbs, ADA ramps, driveways and misc. concrete items in the ADA Improvements scope) Section 055000 Metal Fabrications (for stair handrails) Section 116800 Playground-Equipment Section 129300 Site-Furnishings All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-2 1.3 ADMINISTRATIVE REQUIREMENTS A. Notification 1. Notify other crafts so they may deliver anchors, inserts, etc., or other material required to be embedded in concrete. 2. Notify the City’s Representative in writing at least forty-eight hours in advance of each concrete placement. The City’s Representative will notify the geotechnical engineer and testing laboratory to order out the necessary concrete technicians to cover the work. 3. Once the concrete technicians are ordered out and a cancellation follows, the Contractor will be charged $300 dollars for each technician so ordered to appear, unless a cancellation order is issued to the Laboratory by 3:00 pm the day before the concrete placement. 4. During the placement of the concrete, notify the City’s Representative immediately of any delay at the concrete plant or at the job site. Do not mix concrete or add admixtures unless the Technician is present as per the Building Code. 5. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. B. Sequencing: The Contractor shall notify the City’s Representative at least forty eight (48) hours prior to placing any concrete. No concrete shall be placed in any unit of work until all form work and shoring has been constructed and all reinforcements and items to be built into concrete have been placed and secured and approved by the City’s Representative. C. Preinstallation Meeting: 1. Require representatives of each entity directly concerned with cast-in- place concrete to attend the preinstallation conference at Project site, including the following: a. Contractor's superintendent b. Concrete Subcontractor and concrete finisher. c. Geotechnical Engineer d. Landscape Architect e. Civil Engineer f. City’s Representative 2. Review special inspection and testing and inspecting procedures. Review methods and procedures related to concrete wall Work, footings and slab Work including, but not limited to, the following: a. Extent and sequence of Work b. Field quality control plan and responsibilities c. Mockup requirements d. Forms and form removal limitations e. Shoring and reshoring procedures f. Materials and timing to be applied and removed g. Mix designs, test of mixes, and Submittals h. Placement methods, techniques, equipment, consolidation, and form pressures i. Slump and placement time to maintain slump j. Concrete finishes and finishing k. Cold and hot weather concreting procedures All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-3 l. Curing procedures and curing times m. Construction, contraction and isolation joints and joint-filler strips n. Semi-rigid joint fillers o. Anchor rod and anchorage device installation tolerances p. Steel reinforcement installation q. Methods for achieving specified surface flatness and levelness r. Concrete repair procedures s. Concrete protection and adjacent surface protection 1.4 SUBMITTALS: A. ACTION SUBMITTALS 1. Design Mixtures: Each concrete mix design to be used on the project shall be reviewed and approved by the Testing Agency and Landscape Architect prior to concrete being delivered to site. Submit proposed mix designs for each class of concrete on the Mix Design schedule included at the end of this specification. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. a. For each concrete mixture the following information shall be included: 1) Where the mix is to be used. (site diagram) 2) All materials and admixtures including their source and proportions in the mix. 3) Water content. 4) Water to cement ratio. W/C 5) Slump. 6) Aggregate grading. 7) Whether the mixture is appropriate for pumping. 8) Total chloride content. b. Provide shrinkage test results for mixes with shrinkage criteria showing that mix meets performance criteria. The mix design number must match with the mix design number shown on the test data. c. Indicate compressive strength and method used to determine strength. The compressive strength of the concrete shall be proportioned per ACI. Include all calculations and tests required by ACI 318 Section 5.3 and 5.4. Laboratory test data must be submitted along with calculations that show each mix design meets the strength requirement. Mix design number must match the mix design number shown on the test data. Include all test results or past-history back up data specific as part of the submittal. Test results within the past two years shall be used to indicate performance in accordance with past-history. d. Addition of water to the mix after leaving the plant is not permitted. 2. Formwork and Jointing Review: Submit as markups on the landscape plans, any deviations from the intended location and layout of pavement contraction and expansion joints. Indicate pour sequence and construction joints required for each separate pour. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-4 3. Product Data for each type of project indicated: Manufacturer's catalog sheets including instructions for use and description of application shall be provided for each type of product indicated, including each of the following materials: a. Epoxies b. Grout c. Admixtures d. Curing Compounds e. Chemical Hardener f. Integral Colors 4. Do not order and deliver product to job site until submittal has been approved. B. SAMPLES 1. Concrete color and finish samples: a. For each concrete color and finish, a minimum 2’ x 2’ sample shall be poured and finished for approval by the City Representative prior to beginning concrete work. 1) Light Broom finish (pavement and curbs) 2) Smooth rubbed finish (wall with chalk art) 3) Exposed aggregate surface retarder finish (seatwalls and transfer curb) b. All approved samples shall be kept at the job site for comparison with finished work. 2. Joint sealant samples: a. Submit to City Representative manufacturer’s literature, specification data, and color sample for all materials proposed for the project (see section 2.7A). b. Identify their use and location. C. INFORMATIONAL SUBMITTALS 1. Material Test and Evaluation Reports: 2. Material test report for coarse aggregate for concrete mix. 3. Material test report for small aggregate for concrete mix. 4. Batch Tickets: For each concrete load delivered to the Project site submit copy of the delivery ticket in accordance with ASTM C 94 requirements, and in addition including, but not limited to the following: a. Mix type and strength. b. Each material in load with quantities by weight. c. Water cement ratio. d. Slump. e. Integral color, type, brand, and amount, if specified. f. Fiber reinforcement type, brand, and amount, if specified. 5. Pour Sequence Plan: 6. Pour Schedule 7. Field Quality Control a. Test Reports showing compressive strength of concrete test cylin- ders taken upon delivery of concrete. b. Testing Laboratory slip resistance test reports for exposed aggre- gate paving finish. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-5 8. Manufacturer’s Instructions: a. Round dowel sleeve installation instructions. b. Concrete paving installer qualification statement: 1) List of at least 5 projects of successfully installed cast-in-place concrete paving with exposed aggregate finishes utilizing sur- face retarders and/or or washing using other etching solutions totaling at least 20,000 square feet. 2) Accompany Landscape Architect an Owner representative on visits to completed projects, if considered necessary to review workmanship and finishes in person. 3) Include project contact person and phone number of project architect and/or landscape architect. 4) Include color photos for each listed project that represent over- all quality of finish, joint craftsmanship, and paving edge crafts- manship. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94 requirements for production facilities and equipment. B. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer’s plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer. C. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5. 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." D. Mockups: Provide mockups for the following to verify selections made under sample submittals, to demonstrate aesthetic effects and to set quality standards for materials and execution: 1. Seatwalls: Provide 18”W x 16”H x 36”L section for each with top, face and edge treatment, reveals and exposed aggregate surface retarder finish. 2. Chalk Art Wall: 12”W x full height as detailed x 36”L section for each with top, face and edge treatment, reveals and smooth rubbed finish. 3. Concrete Paving: Build mockup of concrete paving not less than 8 feet by 8 feet to effectively demonstrate typical joints and joint patterns; surface color, light broom finish; curing; and standard of workmanship. Approved samples shall serve as standard for the color and finish for all subsequent concrete work for the project. 4. Concrete curbs: Build (1) mockup of raised concrete curb 8 linear feet and (1) mockup of a flush concrete curb 8 linear feet, to effectively demonstrate typical joints; surface color, light broom finish; curing; and standard of All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-6 workmanship. Approved samples shall serve as standard for the color and finish for all subsequent concrete work for the project. 5. Note: Allow for a minimum of 7 days of curing prior to review for color and finish. 6. Approved mock-ups shall serve as standard for the color and finish and quality of execution for all subsequent concrete work for the project. 7. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless City Representative and Landscape Architect specifically approves such deviations in writing. 8. Contractor shall meet or exceed the quality of the approved finish in all subsequent work. 9. Protect accepted mockups from the elements with weather-resistant membrane. 10. Contractor shall remove the mock-ups at completion of the work. 11. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. E. Patching: Any surface requiring patching shall be reviewed with the City Representative, prior to proceeding with the work, and shall be consistent and matching with the adjacent and surrounding surface in color and finish. F. Pre-installation Conference: Conduct conference at Project site with the City Representative. 1. Review methods and procedures related to decorative concrete paving, including but not limited to, the following: a. Concrete mixture design. b. Quality control of concrete materials and decorative concrete paving construction practices. c. Mockup samples. G. Layout of the Work: Layout and establishment of lines, levels, grades, and positions of all items that include concrete shall be done by a licensed surveyor or registered civil engineer. Obtain approval of layout by City Representative prior to installation. 2. PRODUCTS 2.1 FORM-FACING MATERIALS A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. The following list of materials All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-7 1. Masonite, coated plywood, steel, or other suitable material may be used provided form does not imprint concrete with grain or pattern. 2. Plywood shall be free from loose knots, holes, and other defects, grade B-B concrete form panels conforming to PS-1. 3. Surfaces of steel forms shall be free from irregularities, dents, and sags. B. Rough-Formed Finished Concrete (only below grade applications): Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Forms for Curves: Use flexible or uniformly curved forms for curves with a radius of 100 feet or less. Do not use notched, kinked and bent forms. D. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form-release agent with rust inhibitor for steel form-facing materials. E. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface. 2. Furnish ties that, when removed, will leave holes no larger than 1 inch (25 mm) in diameter in concrete surface. 3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing. 2.2 STEEL REINFORCEMENT A. Epoxy-Coated, Joint Dowel Bars: ASTM A 775; with ASTM A 615, Grade 60 (Grade 420) plain-steel bars. B. Reinforcing Bars: ASTM A 615/ A 615M, Grade 60 deformed. C. Tie Bars: ASTM A 615/A 615M, Grade 60 deformed. D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice." 2.3 CONCRETE MATERIALS A. Mix Design: Mix designs shall be signed by a testing laboratory approved by the City Representative. Each design shall be verified by tests on cylinders prior to placement All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-8 of the concrete, and compression tests shall show values at least 25% greater than the minimum strength indicated or specified, per ACI Standards, at no additional cost to the project. Strength: a. Pedestrian Section Paving. Flush bands, Raised curbs: 3,000psi at 28 days b. Vehicular Section Paving: 4,000psi at 28 days c. Concrete wall w/ Chalk Art finish, and Interactive Feature footing: Per structural Engineer’s requirements on drawings S0.01 and S0.02. d. Seat walls and Concrete Transfer curb: 3,000psi at 28 days e. Footings 3,000psi min., at 28 days 1) Slump: 4 in. 2) Max. aggregate size: 3/4in. 3) Min. Sacks of cement per cubic yard: 5.5 4) Water/Cementitious Material Ratio (maximum): 40 percent by weight. B. Cementitious Material: Use the following cementitious materials, of same type, brand, and source throughout Project: 1. Portland Cement: ASTM C 150, gray portland cement Type II. Supplement with any or all of the following: a. Fly Ash: ASTM C 618, Class F. 20% of total cementitious material shall be Fly-Ash b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. C. Normal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, uniformly graded. Provide aggregates from a single source. 1. Maximum Coarse-Aggregate Size: ASTM C33 Size 57,67 or 7 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. D. Base Course 1. Base course shall be installed under paving where indicated on the drawings. Unless shown otherwise, base course shall be Class 2 aggregate, as defined in the State of California Specifications (Section 26- 1). E. Water: Clean, Potable and complying with ASTM C 94. 2.4 ADMIXTURES A. No admixtures shall be allowed without written acceptance by the City’s Representative. Admixtures that have a negative impact on concrete finish shall not be used. When more than one admixture is used, admixtures shall be compatible. Provide letter from admixture manufacturer that it is appropriate for proposed mix design. B. Air-Entraining Admixture: ASTM C 260; “Daravair”, “Micro-Air”, manufactured by W.R. Grace, Master Builders or equal. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-9 C. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute to water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water-Reducing Admixture: ASTM C 494, Type A. 2. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. 3. High-Range, Water-Reducing Admixture: ASTM C 494, Type F. 4. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494, Type G. D. Color Additives: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, free of carbon black, non-fading, and resistant to lime and other alkalis. 1. Manufacturers: a. Davis Colors – website: https://www.daviscolors.com, Contact 323- 265-8323) b. Or equal approved by City Representative. 2. Color pigments to be added as follows: 1) Concrete Pavement, walls, seatwalls, steps, all curbs and flush bands and exposed concrete—1/2 Lb. lamp black 3. Samples: Prior to constructing the mock-up, provide concrete material color sample panel for approval of each color. Owner reserves the right to change color based on review of sample. 2.5 CURING MATERIALS A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. C. Water: Potable. D. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 1315, Type 1, Class A. 2.6 NONSHRINK GROUT A. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, wa- ter reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. SIKAGrout 212 or approved equal. B. Epoxy Grout: Two-part epoxy adhesive product that conforms to the requirements of Simpson SET-XP High Strength Epoxy (ICC-ES-ESR-2508) by Simpson Strong Tie or All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-10 equal product with prior written approval of the City’s Representative. Installation shall be in strict conformance with the manufacturer’s recommendations. C. Waterstops: self-adhesive bentonite waterstop strip intended to seal cold joints in concrete that conforms to the requirements of Superstop by Tremco Sealants or approved equal. 2.7 SURFACE RETARDER (for exposed aggregate finish) A. Surface Retarder:Water based top-surface retarder designed to retard the setting (hydration) of the upper layer of cement paste, producing an exposed-aggregate appearance of the concrete surface. Product suitable for both horizontal and vertical surfaces Acceptable Manufacturers: Dayton Superior Corporation; 1125 Byers Road, Miamisburg, Ohio 45342; Tel: (877) 266-7732; Website: www.DaytonSuperior.com Product: Dayton Superior "Top Cast" Surface Retarder, of one or more of the following Grade(s), as required to achieve intended aesthetic effect: 2.8 RELATED MATERIALS A. Expansion Joint Material: Asphalt-impregnated wood fiber board (with removable polystyrene strip on top edge). B. Backer Rod: Butyl rubber (of material that will not react chemically with sealant). C. Sealant: Self-leveling non-sagging, puncture-resistant polyurethane sealant, designed for this use. Colors to match adjacent concrete color. D. Semi-rigid Joint Fillers: Two-component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 per ASTM D 2240. 2.9 CONCRETE MIXTURES A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. B. Cementitious Materials: Use fly ash, pozzolan, ground granulated blast furnace slag, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, but not less than 30 percent. C. Limit water-soluble, chloride-ion content in hardened concrete to 0.30 percent by weight of cement. D. Delivery Tickets: Submit delivery ticket (with copy for Contractor to keep) for each load of concrete delivered to the job, showing at least the following. 1. Date, Name of ready-mix plant, job location. 2. Contractor, and full name of Contractor’s representative receiving the concrete. Product Code Package Color Aggregate Size to Expose / Finish 03 Violet Acid Etch Finish All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-11 3. Type, brand, of cement. 4. Class and specified cement contents in bags per cubic yard of concrete. 5. Truck number. 6. Time of loading, time dispatched. 7. Time of arrival, time of unloading. 8. Amount of concrete in load (in cubic yards) 9. Admixtures, if any 10. Maximum aggregate size and amount of aggregate of each size (per cubic yard) 11. Water added at job, if any 2.10 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.11 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F reduce mixing and delivery time to 60 minutes. 3. EXECUTION 3.1 FORMWORK A. Ensure formwork conforms to ACI 347R. B. Construct forms accurately to dimensions, plumb and true to line and grade. C. Use forms that are strong, mortar tight, braced and tied so as to maintain position and shape during placing of reinforcing and concrete. D. Set, brace and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. E. Install forms to allow continuous progress of work and so form can remain in place at least 24 hours after concrete placement. F. Wavy surfaces and bulged walls or slab surfaces resulting from settlement or springing of formwork will be rejected. G. Carefully verify and check forms for alignment and level as the Work proceeds. H. Make needed adjustments or add additional bracing prior to pouring concrete 3.2 SUBGRADE A. Prepare and compact subgrade per the Geotechnical Engineer’s report. Obtain approval from City Representative prior to placing base, concrete, etc. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-12 3.3 BASE COURSE A. Base course shall be of the depth shown on drawings after compaction. B. Compact base to 95% by rolling or other approved method, unless noted otherwise. 3.4 EMBEDDED ITEMS A. Place and secure anchorage devices, water lines, access panels, and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 3.5 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 3.6 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by the Engineer. C. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. D. Contraction Joints: Sawcut score joints in straight lines and in curves as shown on drawings. Joints shall be consistent, cleanly made, and with cleanly cut edges. E. Expansion Joints: 1. Shall be set as shown in drawings and between separate pours, straight and true to line, top flush with finish grade, with smooth edges at surface. 2. Repair damaged joints as required and as approved by City Representative. 3. Sealants shall be flush with adjacent surface of paving or wall. a. Sealant shall be smooth, without voids or irregularities. 3.7 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-13 C. Cold-Weather Placement: Comply with ACI 306.1. D. Hot-Weather Placement: Comply with ACI 301. 3.8 FINISHING FORMED SURFACES A. Rough-Formed Finish (only for footings and concrete that remains unexposed): As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities. B. Smooth Rubbed Finish (at Concrete wall with Chalk Art finish): Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities. C. Light Broom Finish: The direction of pattern shall be perpendicular to direction of travel on path, or to face of wall, where adjacent to building. 1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Landscape architect before application. 2. Apply to concrete stair riser and tread. 3. Apply to concrete paving 4. Apply to curbs D. Exposed Aggregate Finish: Wash off condition. 1. Apply to Seatwalls and Concrete transfer curb. 2. General: Follow all manufacturer's recommendations and written instructions when applying surface retarder. 3. Application: a. Begin application while surface is still wet, after the evaporation of all bleed water from the surface. Refer to manufacturer instructions on tim- ing of retarder application for wall surfaces. b. Apply surface retarder using low pressure sprayer to produce an even, continuous coating. c. Follow manufacturer's recommended coverage rate; do not under-apply. d. Comply with manufacturer's recommendations regarding rain protection until material is dry. 4. Removal: a. Begin removing retarded cement matrix after dwell time recommended by manufacturer, adjusted for field conditions. Unless field conditions substantially differ from those under which acceptable mockup was pro- duced, begin removal after same time period as was used for mockup. b. Remove cement matrix with garden hose or 25 degree nozzle power washer. c. Stiff bristle broom or mechanical scrubber may be used as the primary or a supplementary means of removal. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-14 d. Take care not to mechanically remove more material than intended by using overly aggressive methods. 3.9 LINES AND LEVELS A. Finish grades on the drawings are shown in feet, to the top of all graded or paved surfaces, walls, curbs, etc. Slope uniformly between elevations shown and make transitions smooth and gradual, unless noted otherwise. B. Horizontal curves and radii shall be set tangent to adjacent straight lines or curves, unless noted otherwise. Curves shall be smooth and gradual. C. Other than minor field adjustments to meet the intent of the drawings, horizontal layout shall not vary from layout unless approved by City Representative. 3.10 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot- weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days. 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.11 JOINT FILLING A. Prepare, clean, and install joint filler according to manufacturer's written instructions. 1. Defer joint filling until concrete has aged at least one month. Do not fill joints until construction traffic has permanently ceased. B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry. C. Install semi-rigid joint filler full depth in saw-cut joints and at least 2 inches (50 mm) deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Cast-in-Place Concrete March 2024 033000-15 3.12 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by City Representative. Remove and replace concrete that cannot be repaired and patched to City Representative approval. 3.13 FIELD QUALITY CONTROL A. Testing and Inspecting: Contractor may engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. 1. Testing Services: Tests shall be performed according to ACI 301. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Metal Fabrications March 2024 129300-1 SECTION 05 50 00 METAL FABRICATIONS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Miscellaneous metal fabrications and related connections including but not limited to the following: 1. Nature Retreat 2. Vine Arch 3. Handrails 4. Signs 5. Miscellaneous metals 1.02 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.03 REFERENCES A. The editions referenced herein of Federal Specifications (Fed. Spec.) and of the other standards and specifications published by the following organizations, apply to the work only to the extent specified by the reference. Refer to Section 013000 for information concerning availability and use of references. 1. American National Standards Institute (ANSI) 2. Aluminum Association (AA) 3. American Institute of Steel Construction (AISC) 4. American National Standards Institute (ANSI) 5. American Society for Testing and Materials (ASTM) 6. American Welding Society (AWS) 7. National Association of Architectural Metal Manufacturer's (NAAMM) 1.04 SUBMITTALS A. Shop Drawings: 1. Submit shop drawings of metal work noted in 2.01, giving sizes, details of fabrication and construction, methods of assembly and bracing, and locations of hardware, anchors, and accessories. 2. Contractor shall be responsible for all fabrication and for correct fitting of metal members shown on shop drawings. B. Product Data: Submit manufacturer's specifications, anchor details and installation instructions for products used in miscellaneous metal fabrications, including paint products and grout. Color to be selected through submittal process. C. Submittal procedures are specified in the City of Cupertino Project Manual. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Metal Fabrications March 2024 129300-2 1.05 REGULATORY REQUIREMENTS: A. Provide products meeting the accessibility requirements of the Governing Building Code, Chapter 11B. B. Governing codes, regulations and fire and building officials are identified on G0.10 and in the City of Cupertino Project Manual. 1.06 DELIVERY, STORAGE AND HANDLING: A. Deliver material in time to insure uninterrupted progress of the work. Store materials in a manner to preclude damage and permit ready access for inspection and identification of each shipment. Store steel materials, either plain or fabricated, above the ground upon platforms, pallets, skids, or other supports. Keep materials free from dirt, grease, and other foreign matter, and protect from corrosion. Material showing evidence of damage will be rejected; immediately remove rejected materials from the work. 1.07 FIELD MEASUREMENTS: A. Secure all field measurements required for proper and adequate fabrication and installation of the work. Furnish templates for exact location of items to be embedded in concrete and masonry and setting instructions required for all installation work. PART 2 - PRODUCTS 2.01 CUSTOM METAL FEATURES See Drawings and Materials Schedule for Description and Quantity for the below custom items: A. Nature Retreat B. Vine Arch C. Handrails D. Grant Recognition Sign E. Non-verbal Communication Sign 2.02 MATERIALS: A. Aluminum: 1. Extrusions: ASTM B 221-02, alloy and temper specified for each item specified herein. 2. Sheet: ASTM B 209-02a, alloy and temper specified for each item specified herein. 3. Tubing: ASTM B 241-02, 6063-T6 alloy and temper. B. Stainless Steel: 316, Brushed finish C. Ferrous Metal: 1. Steel, Rolled Shapes, Bars and Plates: Standard structural sections, ASTM A 36-03a. 2. Steel Tubing: ASTM A 500-03 or ASTM A 501-01, grade B, seamless. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Metal Fabrications March 2024 129300-3 3. Steel Pipe: ASTM A 53-02, Type E or S, Grade B, schedule 40, unless otherwise specified. 4. Steel Sheet: a. Uncoated Sheet: Hot-rolled, ASTM A 1011-03; or cold-rolled ASTM A 1008-03, Class 1; of grade specified for the fabricated item. b. Galvanized Sheet: ASTM A 653-03, Grade SQ, coating designation of G-90 unless otherwise indicated or specified. 5. Anchors, Bolts, and Fastenings: ASTM A 307-02, Grade A and ASTM A 563-00. 6. Electrodes: AWS A5.1-91 or A5.5-96 E60XX or E70XX. 7. Pipe Sleeves: Pipe sleeves through concrete walls and footings shall be standard weight, wrought iron, mild steel, or cast iron sleeves with not less than 1/2 inch space all around between the sleeve and pipe. D. Shop Primer: 1. Acceptable Products: Provide one of the following products or equal product approved in accordance with Section 01600: a. Carboline Co.; No. GP-20 or GP-818 b. Rust-O-Leum Corp.; No. 678 or 7669 c. The Sherwin Williams Co.; No. B50 N 2 or B50N Z 6 d. Tnemec Co., Inc.; 10-99 or P10-99 2. Composition: Fast curing, lead and chromate free, modified alkyd primer. E. High-Performance Coating 1. Acceptable Products: Tnemic or approved equal. 2. Apply per manufacturer instructions. 3. For use on Nature Retreats and Vine Arch, Handrails and misc. sign posts. Refer to drawings for more information. F. Galvanizing Repair Compound: 1. Available Products: Provide one of the following products or equal product complying with the specified requirements: a. Cominco, Ltd.; GalvaGuard b. Keeler & Long; Kolorane Zinc Rich Primer #9700 c. ZRC Worldwide; ZRC Cold Galvanizing Compound 2. Requirements: High zinc dust content galvanizing repair paint or cold or hot applied zinc rich material complying with ASTM A 780-01. G. Quick Setting Hydraulic Cement: Provide one of the following products or equal product complying with the specified requirements: a. Burke/Edoco Construction Chemicals; Burke Stone b. Dayton Superior Chemical Division; Ankertite Cement c. Lambert Corp.; Super Por-Rok d. Tamms Industries Co.; Rapid Rock H. Nonmetallic, Nonshrink Grout 1. Available Products: Provide one of the following products or equal product complying with the specified requirements: a. Burke/Edoco Construction Chemicals: Burke NFNS b. Dayton Superior Chemical Division; Sure-Grip Grout All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Metal Fabrications March 2024 129300-4 c. Tamms Industries Co.; Horn Grout 2. Requirements: For grout in exposed to view locations use premixed, nonmetallic, non-corrosive, non-staining grouting compound containing silica sands, portland cement, shrinkage compensating agents and water reducing agents, meeting the requirements of ASTM C 1107-02. 2.03 FABRICATION: A. Metal Surfaces: For fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. B. Fabricate and assemble materials in the shop to the greatest extent possible. Perform shearing, flame cutting, and chipping carefully and accurately. Coordinate all connection details to concrete or masonry. Verify all lines, levels, and dimensions, where possible, just before commencing fabrication of connection details. Correct work that does not fit. Schedule and coordinate work under this section with that specified elsewhere in order to produce a workmanlike installation. When not otherwise indicated or specified, comply with applicable requirements of AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings". Finish surfaces of exposed members smooth and free of markings, burrs, or other defects. C. Bolt, braze or weld connections as indicated. One-sided or other types of eccentric connections will not be permitted unless indicated, and shown in detail on the shop drawings. D. Cut, drill, or punch holes at right angles to the surface of the metal; do not enlarged by burning. Drill holes in base or bearing plates. Provide holes in members to permit connecting the work of other trades. E. Galvanizing: 1. Galvanizing for rolled, pressed and forged steel shapes, plates, bars and strip and for assembled steel products: Zinc coating meeting the requirements of ASTM A 123-02. 2. Galvanizing for iron and steel hardware: Zinc coating meeting the requirements of ASTM A 153-03. F. Shop Painting: Apply shop primer to surfaces of metal fabrications except those which are galvanized or indicated to be embedded in concrete or masonry, unless otherwise indicated. 2.04 MISCELLANEOUS ROLLED STEEL PLATES AND SHAPES: A. Support Framing for Mechanical and Electrical and Other Equipment: Fabricate of structural steel angles or other shapes as indicated or required, to support the full weight of the equipment. All connections shall be fully welded together. B. Edge and Corner Guards: Fabricate from steel angles and furnish with welded anchors spaced as indicated but not less than 6 feet on centers if not shown. C. Shop prime exposed steel surfaces of interior steel items and galvanize exposed steel surfaces of exterior steel items. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Metal Fabrications March 2024 129300-5 PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS: A. Steel and miscellaneous metal work shall conform with the applicable requirements of the referenced "Codes and Standards". Details indicated are typical, similar details apply to similar conditions. Check drawings for dimensions, elevation, size, and locations of installations. Supply miscellaneous metal items in ample time for incorporation in the work. Include reinforcing angles, plates, straps, brackets, hangers, clips, lugs, holes, sleeves, shims, other hardware as indicated or required for erection of steel and miscellaneous metal work and as required to complete the work as indicated. 3.02 WELDED CONNECTIONS: A. All welders shall be certified qualified welders. All welders welding light gage metal shall be qualified for light gage metal welding. B. Welded connections shall be made in accordance with AWS D1.1-00. All welding shall be done in the shop unless otherwise indicated or specified. C. All welds and other connections exposed in the finished work shall be ground and dressed smooth and so that the shape and profile of the item welded is preserved. 3.03 INSTALLATION: A. Per manufacturer’s recommendation and per direction of the City Representative. 3.04 GALVANIZED FINISH: A. Touch up all damaged galvanized finish due to installation, welding, threading or other work with treatment specified herein. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-1 SECTION 11 68 00 PLAYGROUND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Refer to the City of Cupertino Project Manual for general conditions. 1.2 SUMMARY A. This Section includes: All labor, materials, equipment, tools, accessories, transportation, and services as required to furnish and install Playground Equipment, including play area age appropriateness markers and playground safety audit. B. Related Requirements 1. City of Cupertino Project Manual 2. Section 31 22 00, Grading 3. Section 32 11 00, Base Courses 4. Section 32 13 00, Rigid Paving 5. Section 32 18 16, Playground Protective Surfacing 1.3 DEFINITIONS A. Fall Height: According to ASTM F 1487, "the vertical distance between a designated play surface and the protective surfacing beneath it." B. HDPE: High-density polyethylene. C. IPEMA: International Play Equipment Manufacturers Association. D. LLDPE: Linear low-density polyethylene. E. MDPE: Medium-density polyethylene. F. Use Zone: According to ASTM F 1487, "the area beneath and immediately adjacent to a play structure that is designated for unrestricted circulation around the equipment and on whose surface it is predicted that a user would land when falling from or exiting the equipment." Also called Play Safety Zone. 1.4 REFERENCES A. Reference Standards 1. 2022 California Building Code (2022 CBC) 2. Department of Justice 2010 American Disabilities Act Standards for Accessible De- sign (‘2010 ADA’). All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-2 3. Department of Justice Title II regulation of ADA (28CFR Part 35) 4. Department of Justice Title III regulation of ADA (28 CFR Part 36) 5. U.S. Consumer Product Safety Commission (‘CPSC publication #325’): Public Play- ground Safety Handbook, latest edition. 6. ASTM F1487: Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, latest edition. 7. ASTM F1292, Standard Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment, latest edition. 8. ASTM F1951: Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment, latest edition. 9. ASTM F2223: Standard Guide for ASTM Standards on Playground Surfacing, latest edition. 10. International Play Equipment Manufacturers Association (‘IPEMA’) Certification Ser- vice. 1.5 PERFORMANCE REQUIREMENTS A. Safety 1. Installation of playground equipment, including any specialty concrete, shall meet the safety requirements of the current CPSC and ASTM F 1487 and Title 22. Social Security; Division 4. Environmental Health; Chapter 22. Safety Regulations for Playgrounds. 1.6 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Contractor shall coordinate between playground equipment manufacturer and playground protective surfacing installer. 2. Coordinate construction of equipment use zones and fall heights during installation of playground equipment with installation of protective surfacing specified. Sequence work so playground protective surfacing can be installed immediately after concrete footings, subsurface utilities and piping, flatwork and foundations have set. 3. Contractor shall coordinate with a Certified Playground Safety Inspector as certified by the National Playground Safety Institute and as approved by the City. B. Pre-Installation Meeting: Convene a meeting one week before starting earthwork for playground equipment to discuss coordination between various installers. 1. Require attendance by personnel responsible for grading and installation of playground equipment, protective surfacing, footings, and adjacent work. 2. Include representatives of Contractor. 3. Notify the the City Representative at least two (2) weeks prior to meeting. C. Sequencing: Following mobilization and installation of construction fencing to close the existing play area to public use, the Contractor shall perform the following tasks in this order: 1. Removal of play equipment per Section 024100, Demolition. 2. Installation of playground equipment shall occur prior to installation of playground protective surfacing. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-3 3. Documentation of a Safety Audit shall be provided prior to acceptance of playground equipment. 4. The Contractor shall provide documentation of a safety audit of the playground equipment. The safety audit shall be paid for by the Contractor and performed by a third party CPSI. The audit shall be performed prior to any occupancy by the general public. Any corrections necessary shall be paid for by the Contractor and to the satisfaction of the the City Representative. 1.7 SUBMITTALS A. Provide submittals in accordance with City of Cupertino Project Manual. Contractor shall provide submittals in a timely manner to facilitate the Owner’s ordering of equipment and to allow installation in accordance with the approved construction schedule. B. Installer Qualifications 1. Installer Certificates: Signed by manufacturers certifying that installers comply with requirements. 2. Provide evidence the installer of the play equipment possesses liability insurance of at least $1,000,000 from a reputable insurance company covering defects in materials, workmanship, and installation. This liability shall cover any bodily harm resulting from a failure of play equipment due to installation defects. 3. Qualification Data: a. For Installer: Submit a listing of at least five installations where the brand of play equipment with similar units to those proposed has been installed and has been in successful service for at least five years. This list shall include owner or purchaser; address of installation; service or maintenance organization; date of installation; and contact person and phone number. b. For Manufacturer: Submit documentation that the Playground Equipment Manufacturer is ISO 9001 certified (Quality Management Standard) and ISO 14001 certified (Environmental Management Standard) C. Product Data and Installation Instructions: Refer to Deferred Submittal Requirements on G0.00. For each type of product indicated submit two bound copies of play equipment product data, catalog cuts, photo brochures, specifications, and installation procedures, (including diagrams, instructions, scale models) or other printed information in sufficient detail and scope to verify compliance with requirements of the contract documents. D. Provide a Certificate of Insurance from the manufacturer, covering both product and general liability, of not less than $1,000,000. The issuing underwriter shall be AA rated. E. Coordination Drawings (see also 32 18 16 Playground Protective Surfacing): Plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Critical heights for playground surface or fall heights for equipment. 2. Extent of surface systems and use zones for equipment. 3. Depth and type of surface systems and any transitions between depths. 4. Minimum dimensions from all obstructions, such as curbs and paving, to extent line of fall zones. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-4 F. Product Certificates: For each type of playground equipment, signed by product manufacturer. G. Shop Drawings: 1. Detailed manufacturer information including footings and installation procedures. H. Material Samples for Final Color Selection: For each type of material incorporated within the selected play equipment configuration. I. Manufacturer Compliance Letter: Play Equipment Manufacturer shall provide Contractor and Owner a letter stating that the equipment design and detailing meets all professional standards of care for playground equipment, including compliance with ASTM, USCPSC Guidelines for Public Playground Safety. J. Material Certificates: For the following items, signed by manufacturers: 1. Shop finishes. 2. Recycled plastic. K. Submit a statement by the material supplier or equipment manufacturer asserting that the supplied material or equipment meets and is installed according to the specified requirements. L. Maintenance Data: For playground equipment and finishes to include in maintenance manuals. 1. Submit two bound copies of procedures and instructions pertaining to frequency of preventive maintenance, inspection, adjustment, lubrication, and cleaning necessary to minimize corrective maintenance and repair for play equipment. A list of all parts and components for the system, by manufacturer's name, part number, and nomenclature, shall be attached. 2. Supply a maintenance kit with each custom play structure that shall include wrenches for tamper-proof hardware, one (1) can of graffiti remover, primer, and spray paint to match the color of the structure, sandpaper, and a comprehensive maintenance manual. The maintenance manual shall include a complete plan drawing of the structure, inspection procedures, inspection report forms, and installation instructions and parts list. The entire kit is to be sent directly to the Owner’s representative. M. Field quality-control test reports. N. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for playground equipment. O. Warranty: Special warranty specified in this Spec section, See 1.7. 1. Provide manufacturer’s standard warranty against all defects in materials and workmanship for the installed play equipment. P. Testing Agency Qualifications: Contractor shall provide an independent agency qualified according to ANSI Z34.1 for testing indicated. 1. Submit IPEMA certification showing compliance with all applicable portions of the current ASTM F-1487 Standard. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-5 1.8 DELIVERY, STORAGE, AND HANDLING A. Equipment shall be delivered and stored in accordance with the manufacturer's recommendations. B. Protect materials from adverse weather. 1.9 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace playground equipment components that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including chipping, breaking or bending. b. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Play Equipment Warranty Period: a. 3 YEAR LIMITED WARRANTY for all moving parts; swing seats and hangers; track ride trolleys and bumpers; spring assemblies for all rocking equipment and any other equipment not included above against failure due to corrosion, deterioration or workmanship. b. 10 YEAR LIMITED WARRANTY for all aluminum; posts, clamps, beam, and caps, against structural failure due to corrosion, deterioration or workmanship. This warranty does not include any cosmetic issues. c. 15 YEAR LIMITED WARRANTY for all plastic and steel components, against structural failure due to corrosion, deterioration or workmanship. This warranty does not include any cosmetic issues. d. 15 YEAR LIMITED WARRANTY for protective plastic coating against structural failure due to corrosion, deterioration or workmanship. This warranty does not include any cosmetic issues. 3. General Warranty: a. Manufactured playground equipment shall be guaranteed against defects in workmanship, materials, or installation for a minimum period of one year after Substantial Completion. Warranty shall include but not be limited to such defects as bubbling, delamination, peeling, loss of integrity, poor ultraviolet stability, lack of permeability, or general deterioration due to weather. All posts shall be guaranteed against deterioration for ten years. All rotationally molded components shall be guaranteed for five years. 1.10 SUBSTITUTIONS A. Substitutions were requested to be submitted with bid submittals. Any subsequent substitutions due to lack of availability must meet material quality, color options, play value and spatial requirements of specified products and must be approved by the City representative. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-6 PART 2 - PRODUCTS 2.1 PLAYGROUND EQUIPMENT AND STRUCTURES For the following Basis-of-Design Products see the Materials Schedule for Model / Description / Qty / Manufacturer / Contact Information: A. Embankment Slide: Wide B. Embankment Slide: Gemini C. Rope Pull D. Hand Grips E. Spinner F. Net Climber G. Youth Swings H. Nest Swings I. Tot Swings J. Tot Play Structure 2.2 PLAY AREA AGE APPROPRIATENESS SIGNS A. Stickers to be provided on all play equipment products, noting age appropriateness. 2.3 PLAYGROUND SITE INVESTIGATION AND SAFETY AUDIT A. The playground site investigation and safety audit (“audit’) shall be performed by a Certified Playground Inspector as required by State law for the following types of public playground improvements: construction of new playgrounds, modifications to existing playground equipment and/or the installation of new equipment in an existing playground. The audit shall assess the layout and condition of the play equipment and surfacing and identify any and all equipment, surfacing and signage that is not in compliance with ASTM F1487-17 and CPSC publication #325. The audit shall include an “impact test” to assess the impact attenuation of play surfacing (see Section 321816). The audit shall be in a written report format, detailed and legible, utilizing checklists as recommended by the National Playground Safety Institute’s Certification Course for Playground Safety Inspectors. The audit shall establish playground equipment and surfacing standard of care. 2.4 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Cast aluminum: ASTM B 179 All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-7 B. Steel: Comply with the following: 1. Steel Plates, Shapes, and Bars: ASTM A 36, hot-dip galvanized. 2. Steel Pipe: ASTM A 53 or ASTM A 135, standard-weight, hot-dip galvanized. 3. Steel Tubing: ASTM A 500 or ASTM A 513, cold formed, hot-dip galvanized. C. Stainless-Steel Sheet: ASTM A 240 or ASTM A 666; Type 304. D. Fittings: ASTM A 467, Class CS, 4/0 or 5/0, commercial-quality, hot-dip galvanized steel connectors and swing or ring hangars. E. Castings and Hangers: Malleable iron, ASTM A 47, Grade 32510, hot-dip galvanized. F. Hardware: Manufacturer's standard; commercial-quality; corrosion-resistant; hot-dip galvanized steel and iron, stainless steel, or aluminum; of a secure and vandal-resistant design. G. Fasteners: Manufacturer's standard; corrosion-resistant; hot-dip galvanized or plated steel and iron, or stainless steel; permanently capped, and theft resistant. H. Opaque Plastic: Color impregnated, UV stabilized, and mold resistant. 1. Polyethylene: Fabricated from 96 percent recycled, purified, fractional-melt plastic resin; rotationally molded HDPE, LLDPE, or MDPE with not less than 1/4-inch wall thickness. I. Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-density polyethylene with a tensile strength of 2500 psi per ASTM D 638 and with color and UV stabilizing additives. Wall thickness varies by product from .187 inches (3/16 inch) to .312 inches (5/16 inch). Color shall be specified (four standard colors are available). J. Permalene Parts: These parts shall be manufactured from .75 inches thick high-density polyethylene that has been specially formulated for optimum UV stability and color retention. Compression-molded products shall meet or exceed density of. 933 G/cc per ASTM D 1505, tensile strength of 2400 psi per ASTM D 638. Color shall be specified (standard solid colors are tan, red, blue, green, and yellow). Some permalene parts are available in two-color laminate product with (2) .070 inches thick exterior layers over a .610 inches interior core of contrasting color. Color shall be specified (eight standard two-color options are available). K. Custom Components: These parts shall be manufactured in sizes and shapes as shown on the drawings and as required to complete the play equipment layout. Custom components shall meet or exceed ASTM standards as set forth in the General Requirements. All custom components must be approved by the Owner’s Representative. L. Stepped Play Surfaces: Provide stepped platforms where indicated on Drawings. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-8 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for site clearing, earthwork, site surface and sub-grade drainage, and other conditions affecting performance. 1. Do not begin installation before final grading required for placing protective surfacing is completed, unless otherwise permitted by the Owner’s representative. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prior to start of excavation, Contractor shall lay out the entire outdoor play area and stake location of all elements, including playground equipment, use zones, pathways, planters, and hard surfaces, based on actual playground equipment supplied to be installed. Use zones shall not overlap hard surfaces, and shall meet criteria of current releases of CPSC, ASTM F 1292 and ASTM F 1487. The Owner’s representative reserves the right to adjust the equipment locations and other elements to meet field conditions and use zone safety requirements. 3.3 INSTALLATION, GENERAL A. General: Comply with manufacturer's written installation instructions, unless more stringent requirements are indicated. Anchor playground equipment securely, positioned at locations and elevations indicated. 1. Maximum Equipment Height: Coordinate installed heights of equipment and components with finished elevations of protective surfacing. Set equipment so fall heights and elevation requirements for age group use and accessibility are within required limits. To meet the impact attenuation requirements of the playground safety surface in accordance with ASTM F1292 and Section 321816 PLAYGROUND PROTECTIVE SURFACES, the maximum accessible height of playground equipment shall be as specified by the manufacturer. Verify that playground equipment elevations comply with requirements for each type and component of equipment. 2. All components of the equipment shall be installed accurately to produce true plumb and level installation. B. Post and Footing Installation 1. Excavation: Excavate holes for posts and footings as indicated in firm, undisturbed or compacted sub-grade soil. 2. Post Set on Sub-grade: Level bearing surfaces with drainage fill to required elevation. 3. Post Set with Concrete Footing: Comply with ACI 301 for measuring, batching, mixing, transporting, forming, and placing concrete. a. Set equipment posts in/on concrete footing. Protect portion of posts above footing from concrete splatter. Verify that posts are set plumb or at the correct angle, alignment, height, and spacing. 1) Place concrete around posts and vibrate or tamp for consolidation. Hold posts in position during placement and finishing operations until concrete is sufficiently cured. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-9 b. Embedded Items: Use setting drawings and manufacturer's written instructions to ensure correct installation of anchorages for equipment. c. Concrete Footings: Smooth top, and shape to shed water. 3.4 PLAY AREA LAYOUT REVISIONS A. The play area equipment layout, as shown on the Drawings, is based on the use of specific equipment designed for specific aesthetic character, play value and activities. The use of other equipment suppliers with different configurations, if approved, will require the Contractor to provide a revised play equipment layout and obtain approval of both the equipment and the play area layout from the Owner’s Representative. Contractor shall be responsible for all costs to revise the layout including review of the layout and documentation of the revised layout by Owner’s consultant. The revised play equipment layout shall include appropriate safety use zone clearances for the equipment selected. 3.5 LEVEL OF SAFETY SURFACING A. All play equipment located in areas of sand, wood fiber, or other loose fill surfacing shall be clearly marked to indicate the finished level of safety surfacing material to meet impact- attenuating requirements. All metal posts, springs or supports shall be as marked by the manufacturer. Those items not marked by the manufacturer shall be marked with a 3/4" circle painted with black epoxy paint. 3.6 QUALITY CONTROL, INSPECTION AND ACCEPTANCE A. Arrange for playground equipment manufacturer's technical personnel to inspect playground and playground equipment and components during installation and at final completion and to certify compliance with the following: 1. ASTM F 1487. 2. CPSC No. 325. B. Notify the Owner’s representative at least 48 hours in advance of date and time of final inspection. C. Replace all defective or damaged play equipment prior to acceptance. D. Prior to final inspection and acceptance, remove all rubbish and excess material for disposal as approved, and leave area in a neat, satisfactory condition. E. CERTIFICATION INSPECTION 1. All play equipment shall be inspected by a Playground Safety Inspector with a valid certification from the National Playground Safety Institute (NPSI) for compliance in accordance with ASTM F 1487-98 and the USCPSC Handbook for Public Playground Safety. Contractor to provide a signed documentation of compliance certification. Potential inspectors include, but are not limited to: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Equipment March 2024 116800-10 a. Community Playgrounds, 200 Commercial Street, Vallejo, CA 415-892-8100 b. Timothy R. Kelly, CPSI; TRK Playground Safety, LLC trkplay@gmail.com; 559.642.4939 (office); 559.760.4024 (cell) 46853 Chukchansi Road, Coarsegold, CA 93614 END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Furnishings March 2024 129300-1 SECTION 12 93 00 SITE FURNISHINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Refer to the City of Cupertino Project. Manual. 1.2 SUMMARY A. Related Sections: see electrical plans/specifications for restroom lighting fixtures. B. This Section includes the following site furnishing types to be provided and installed by the contractor. See Products and Materials Schedule for specific information. 1. Tables and Chairs 2. Benches & Seating Elements 3. Shade Sails 4. Trash Receptacles 5. Bike Racks 6. Music Elements 7. Raised Sand Table 8. Interactive Art Feature and 3Form Color Inserts 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Initial Selection: For units with factory-applied color finishes, provide samples of colors indicated for Landscape Architect’s approval. 1. Provide additional samples as needed for Landscape Architect’s approval. 2. Do not order and deliver product to job site until submittal has been approved. C. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below. 1. Size: Not less than 6-inch-long linear components and 4-inch square sheet components. D. Product Schedule: For site furnishings. Use same designations indicated on Drawings. E. Material Certificates: For site furnishings, signed by manufacturers. 1. Wood Preservative Treatment: Include certification by treating plant stating type of preservative solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. All-Inclusive Playground at Jollyman Park City of Cupertino Site Furnishings Bid Set 129300-2 March 2024 2. Sustainably Harvested Wood: Include certification by manufacturer and from sources that participate in sustained yield programs. F. Maintenance Data. G. Shop Drawings: Show fabrication and installation details for custom fabricated elements. H. Provide model and/or detail drawings for all fabricated elements. 1.4 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of slabs, walls, and other construction contiguous with site furnishings and sculptural elements by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating elements without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. 2. Provide allowance for minor adjustment and fitting at site. 1.5 COORDINATION A. Coordinate installation of anchorages for site furnishings. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 MATERIALS A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated; free of surface blemishes and complying with the following: 1. Rolled or Cold-Finished Bars, Rods, and Wire: ASTM B 211 (ASTM B 211M). 2. Extruded Bars, Rods, Wire, Profiles, and Tubes: ASTM B 221 (ASTM B 221M). 3. Structural Pipe and Tube: ASTM B 429. 4. Sheet and Plate: ASTM B 209 (ASTM B 209M). 5. Castings: ASTM B 26/B 26M. B. Steel and Iron: Free of surface blemishes and complying with the following: 1. Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Steel Pipe: Standard-weight steel pipe complying with ASTM A 53, or electric- resistance-welded pipe complying with ASTM A 135. 3. Tubing: Cold-formed steel tubing complying with ASTM A 500. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Furnishings March 2024 129300-3 4. Mechanical Tubing: Cold-rolled, electric-resistance-welded carbon or alloy steel tubing complying with ASTM A 513, or steel tubing fabricated from steel complying with ASTM A 1011/A 1011M and complying with dimensional tolerances in ASTM A 500; zinc coated internally and externally. 5. Sheet: Commercial steel sheet complying with ASTM A 1011/A 1011M. 6. Perforated Metal: From steel sheet not less than 0.1196-inch (3.0-mm)]nominal thickness; manufacturer's standard perforation pattern. 7. Expanded Metal: Carbon-steel sheets, deburred after expansion, and complying with ASTM F 1267. 8. Malleable-Iron Castings: ASTM A 47/A 47M, grade as recommended by fabricator for type of use intended. 9. Gray-Iron Castings: ASTM A 48/A 48M, Class 200. C. Stainless Steel: Free of surface blemishes and complying with the following: 1. Sheet, Strip, Plate, and Flat Bars: ASTM A 666. 2. Pipe: Schedule 40 steel pipe complying with ASTM A 312/A 312M. 3. Tubing: ASTM A 554. D. Anchors, Fasteners, Fittings, and Hardware: Manufacturer's standard, corrosion- resistant-coated or noncorrodible materials commercial quality tamperproof, vandal and theft resistant, concealed, recessed, and capped or plugged. 1. Angle Anchors: For inconspicuously bolting legs of site furnishings to on grade substrate; extent as indicated. 2. Antitheft Hold-Down Brackets: For securing site furnishings to substrate;] [extent as indicated on Drawings. E. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107; recommended in writing by manufacturer, for exterior applications. F. Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic-controlled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patching, and grouting compound; resistant to erosion from water exposure without needing protection by a sealer or waterproof coating; recommended in writing by manufacturer, for exterior applications. G. Galvanizing: Where indicated for steel and iron components, provide the following protective zinc coating applied to components after fabrication: 1. Zinc-Coated Tubing: External, zinc with organic overcoat, consisting of a minimum of 0.9 oz./sq. ft. (0.27 kg/sq. m) of zinc after welding, a chromate conversion coating, and a clear, polymer film. Internal, same as external or consisting of 81 percent zinc pigmented coating, not less than 0.3 mil (0.0076 mm) thick. 2. Hot-Dip Galvanizing: According to ASTM A 123/A 123M, ASTM A 153/A 153M, or ASTM A 924/A 924M All-Inclusive Playground at Jollyman Park City of Cupertino Site Furnishings Bid Set 129300-4 March 2024 2.2 SITE FURNISHINGS For the following Basis-of-Design Products see the Materials Schedule for primary information on Model / Description/ Qty / Manufacturer / Email Contact and Drawings for additional information. A. Game Table & Chairs B. Game Table & Chairs-ADA version C. Picnic Table D. Picnic Table – ADA version E. Buffet Table F. Park Bench G. Glider Bench H. Shade Sails and Posts at Slide Hill I. Bike Rack J. Trash Receptacle 1. This product is OFCI. Contractor to assemble as needed, install concrete pad for surface mounting and attach per manufacturer’s instructions. K. Chimes L. Drums M. Log Seating Edge 1. Wood species: Redwood, Alaska Yellow Cedar or long-lasting and durable approved equal. N. Plop Seats/Bench O. Raised Sand Table 1. Basis of Design product: Precast concrete sand table (Cust. No. 011207/Jollyman Inclusive Playground Sand Table), fabricated by QCP or approved equal. Contact: Neil Elenzweig, neil.elenzweig@qcp-corp.com, (951) 737-6240. 2. Product to include: a. Two symmetrical halves with notches for contractor lowering into place with a forklift. b. Attachments to secure to footing c. Weep holes in basin, with rubber fitting and screen. d. Low carbon concrete 3. Contractor to purchase, ship, prepare footing per Drawings and install. P. Interactive Art Feature & 3Form Color Inserts 1. Interactive Art Feature (also called kaleidoscope in design) and 3Form color inserts with frame for chalk wall to be fabricated by UAP. Contacts: Jason Marquis at Jason.marquis@uapcompany.com, 1-917-757-9913 and Tyler Smith at All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Furnishings March 2024 129300-5 tyler.smith@uapcompany.com, 1-917-581-0771, see sections 2.5 and 3.2 for contractor’s responsibilities. 2.3 CONDITION A. All products are to be new and in first class condition. 2.4 WARRANTY A. Manufacturer’s Warranty: Contractor shall arrange manufacturers warranty to the effect that all manufactured products shall carry a minimum one-year manufacturer’s warranty, which shall be transferred to the owner at time of acceptance. The warranty period shall commence the date of installation. Early delivery shall not limit the installed warranty period. B. Contractors Warranty: Contractor shall warrant all workmanship in addition to the manufacturer’s warranty for a period of one year from the date of acceptance. 2.5 FABRICATION A. Metal Components: Form to required shapes and sizes with true, consistent curves, lines, and angles. Separate metals from dissimilar materials to prevent electrolytic action. B. Welded Connections: At exposed connections, finish surfaces smooth and blended so no roughness or unevenness shows after finishing and welded surface matches contours of adjoining surfaces. C. Pipes and Tubes: Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components. D. Preservative-Treated Wood Components: Complete fabrication of treated items before treatment if possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces. E. Exposed Surfaces: Polished, sanded, or otherwise finished; all surfaces smooth, free of burrs, barbs, splinters, and sharpness; all edges and ends rolled, rounded, or capped. F. Factory Assembly: Assemble components in the factory to greatest extent possible to minimize field assembly. Clearly mark units for assembly in the field. G. Fabrication - Interactive Art Feature & 3Form Color Inserts: Custom kaleidoscope sculpture to be fabricated by UAP. Vertical stainless steel tower with four large rotating pairs of transparent cast resin ‘leaves’ and three accessible handles to control rotation. Ground to top leaf height is 14.25 feet. All components are steel or stainless steel with the exception of bearings which are outdoor-rated plastic; leaves to be 3Form Koda Xt resin, sandstone finish, colors to be Citron (G26), Capri (G53), Prince (V12), and Calypso (B23). Base of tower is a 10-inch diameter stainless All-Inclusive Playground at Jollyman Park City of Cupertino Site Furnishings Bid Set 129300-6 March 2024 steel tube that is 40-inches high; remainder of vertical tower is schedule 40 size 6 stainless steel pipe. The base of the tower is to be welded to a 19 7/16” diameter, ½” thick stainless steel base plate. The base plate will be anchored via hilti glue in anchors to a footing as shown in the project’s structural dwgs. The base plate, tower and all associated kinetic elements are to be supplied by the Fabricator and shipped to site for receipt by Contractor. Contractor to procure and coordinate fabrication and shipping directly with Fabricator. The sculpture will be packed with the 14.25’ tower assembled, but with the cover panels and leaves packed loose, and will include necessary hardware for the installation of covers and leaves. Contractor will be responsible for but not limited to procurement of sculpture, communication/coordination of fabrication and shipping, site preparation, pouring the foundation, supply of foundation anchors, and installation of the sculpture per installation drawings supplied by the fabricator. The installation process will consist of: • Layout and anchoring of post to foundation via base plate • Attachment of (6) cover plates at lower portion of base • Attachment of (3) operating handles • Attachment of (8) leaf assemblies to (4) collars at top of tower The General Contractor will be responsible for final paving above baseplate.UAP to also supply 3Form color inserts and ship with interactive art feature for Contractor to use for Conc. Wall with Chalk Art Finish construction. Contractor to supply shop drawings for attaching 3Form color inserts into wall. 2.6 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.7 ALUMINUM FINISHES A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness. 2.8 STEEL AND GALVANIZED STEEL FINISHES A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Furnishings March 2024 129300-7 B. PVC Finish: Manufacturer's standard, UV-light stabilized, mold-resistant, slip-resistant, matte-textured, dipped or sprayed-on, PVC-plastisol finish, with flame retardant added; complying with coating manufacturer's written instructions for pretreatment, application, and minimum dry film thickness. 2.9 IRON FINISHES A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness. 2.10 STAINLESS-STEEL FINISHES A. Remove tool and die marks and stretch lines or blend into finish. B. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required. B. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings. C. Post Setting: Set cast-in support posts in concrete footing plumb or at correct angle and aligned and at correct height and spacing. D. Posts Set into Voids in Concrete: Form or core-drill holes for installing posts in concrete to depth recommended in writing by manufacturer of site furnishings and fill annular space between post and concrete with non-shrink, nonmetallic grout, mixed and placed to comply with anchoring material manufacturer's written instructions. E. Pipe Sleeves: Use steel pipe sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with non-shrink, nonmetallic grout, mixed and placed to comply with anchoring material manufacturer's written instructions. All-Inclusive Playground at Jollyman Park City of Cupertino Site Furnishings Bid Set 129300-8 March 2024 F. Raised Sand Table: Install per fabricator’s instructions G. Interactive Art Feature: Install per fabricator’s written instructions H. 3Form Color Insert: Submit shop drawings. Install securely anchored, preventing toe- or finger-holds. 3.3 CLEANING A. After completing site furnishing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component. END OF SECTION Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 1 of 10 SECTION 13000 PREFABRICATED RESTROOM OR RESTROOM/CONCESSION BUILDING A. General, Specifications and Clarification of Prefabricated Building and Site Installation 1. This portion of the bid specifications does not follow the CSI standard format as the prefabricated structure in this bid is an offsite constructed “product” and not “typical” general construction. 2. The installation of the product on site is general construction, which must be coordinated between the general contractor and the subcontractor. Specifications for the building foundation/pad shall be provided herein by the specified design/build subcontractor. Due to the responsibility of the specified building subcontractor for architecture, engineering and a five-year warranty, the site pad/foundation must meet the subcontractor’s design so the pad and building can be considered from a single source for warranty purposes. The subcontractor must accept the pad and compactions tests before they take responsibility for the entire system under their warranty. B. Architectural Design/Engineering and Insurance Responsibility 1. While the City of Cupertino has provided bid specifications and a design for the building, the building design/build subcontractor remains legally responsible for architecture, engineering, and all applicable building, safety, health, fire, and accessibility code compliance. Since they hold professional design responsibility to the owner, the building subcontractor must furnish certification that they provide product liability insurance in the amounts required by the general specifications to cover property damage and personal injury. Final drawings shall be stamped by an California engineer and California Department of Housing and Community Development, suitable for local permitting. C. Errors and Omissions Insurance 1. The building design/build subcontractor must also provide an additional Professional Architectural and Engineering Errors and Omissions insurance, in the minimum amount of $2,000,000, to cover claims against the owner or the general contractor for State and Federal ADA handicapped accessibility and other design/engineering code issues. This Errors and Omission Policy must remain in effect for 5 years from the completion and owner acceptance of the project. Product liability insurance (since it does not cover professional design responsibility only) will be insufficient for this bid and will be cause for rejection of the bidder. D. Insurance for the Building offsite, while in transit, and/or on site until turn over and final owner acceptance. 1. The subcontractor may request invoicing for a percentage of building completion in-plant, monthly. Under UCC law, this means that the subcontractor is turning over Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 2 of 10 responsibility for the portion invoiced to the owner, yet the building will not be on the owner’s property and may not be covered by the owner’s insurance. Therefore, the building subcontractor must provide a separate insurance policy insuring the owner and general contractor as additionally insured for liability, damage and/or vandalism to the building while in the manufacturing facility, while in transit, and/or while in storage at a certified bonded storage facility or at the final project site for up to $200,000 for each prefabricated building module, until the building is final accepted by owner. E. General Contractor Coordination with Design/Build Subcontractor 1. The specified prefabricated public restroom building requires coordination between the General Contractor (who prepares the site subgrade and delivery access for the prefabricated building) and the prefabricated restroom building subcontractor (who completes the architectural design, engineering, off-site building construction, delivery and installation on site.) The specified prefabricated restroom building specifications include unique components/systems which are custom to the restroom building subcontractor. Since the restroom subcontractor is responsible for design, additional insurance requirements for errors and omissions are required. F. General Contractor, General Scope of Work 1. The general contractor for this project is responsible for the site survey and staking the building locations, finished slab survey elevations and marking on site, construction and compaction of the required building pads; access to the site for a large crane and tractor trailers delivering the prefabricated building; providing water, sewer, and power at a point of connection (POC) within 6 feet of the building and at the depth required by the building subcontractor and local code; and the installation of any sidewalks outside the building footprint. 2. The general contractor is responsible for verification to the building subcontractor design/build firm that there are no unanticipated site delivery issues such as overhead wires, trees, tree roots, or existing grade changes and that prevent a clear path of travel between a roadway and the final site exists for a tractor trailer and crane to expedite delivery. The design/build subcontractor requires that the general contractor certify that the required delivery crane must be able to set the building modules within 35’ distance from the center of the building to the center of the crane hoist. G. Prefabricated Restroom Building, General Scope of Work: 1. The prefabricated restroom building specialist will provide to the general contractor final building design architectural drawings and engineering calculations under the responsibility of a licensed structural engineer, in compliance with all local, state and federal codes. The design/build subcontractor shall construct the building offsite as a permanently relocatable building, transport it to the final required destination, and install the building turnkey, on a general contractor prepared pad per the drawings included in this bid. Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 3 of 10 H. Licensing: The subcontractor must comply with all the State of California; Department of Housing and Community Development, prefabricated “Commercial Modular Requirements” as follows: 1. The building manufacturer must be licensed by the State of California, Department of Housing and Community Development as a manufacturer. 2. The selling dealer (if applicable) must be an California licensed dealer and present their license for verification with the bid. 3. The licensed dealer must also possess a State of California Contractors License Board Class B License and present their license for verification with the bid. I. Bid Standard for the Prefabricated Restroom Building 1. The City of Cupertino understands that there are several firms who design and build various types of public restroom building in varying quality and architectural styles, using similar or different construction methods and materials. For the purpose of this bid, the owner has selected: Public Restroom Company, 2587 Business Parkway, Minden, NV 89423 and specifies herein that this firm is the standard for architectural design (safety, green design, code compliance, and site-specific compatibility.) PRC is also the standard of building performance and quality for the 50-year building design-life with low- maintenance based upon the longevity of the materials selected. Other firms quoting “or equal” whose criteria and standards do not comply will be rejected. Contact: Steven Myler, Regional Sales Manager Phone: 888-888-2060 ext. 103 Fax: 888-888-1448 Email: steve@publicrestroomcompany.com Web: www.publicrestroomcompany.com 2. Pre-cast structures are not acceptable. J. “Or Equal Restroom Design/Build Subcontractors” The City of Cupertino may also allow other firms to become qualified to bid, but any firms so authorized to bid must fully comply with these bid specifications and plans or be subject to post bid rejection. a) Or Equal applicant shall provide scaled floor plans and elevations, to show general architectural design criteria is met. b) Or Equal applicant shall provide a written list of each deviation from the published bid specifications/plans. Lack of specificity to each deviation from the bid specifications will be cause for rejection. c) Or Equal applicant shall provide a manufacturer’s certification of concrete test Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 4 of 10 compliance from a national independent testing laboratory. The written report must state the concrete compressive strength and absorption resistance per ASTM standard #C39 and #C642, respectively. d) Or Equal applicant must provide a list of every building they designed and built over the last 3 years utilizing the same building materials/systems design criteria as published in this bid. Provide date of building bid, date of completion, and most knowledgeable owner contact. e) Or equal applicant shall provide certification of the special insurance required in this bid. f) Or Equal applicant shall be responsible for and bear all cost for architecture, plan checks, design and structural engineering and all fees in obtaining approvals and permits from applicable agencies. 3. The City of Cupertino or their consultant will be solely responsible for the decision to accept or reject the “or equal” submission. J. Certificate of Off-site Inspection and Construction Compliance, Provision for Maintenance Manuals, and Warranty 1. The off-site restroom construction requires that a licensed third-party inspection firm provide the owner and the local building official with certification and compliance for the building with the approved plans and specifications. A certificate of compliance shall be issued by this inspector to the local building official to provide certification that the building meet and or exceed the approved plans and applicable codes. 2. At the project conclusion, the building subcontractor shall furnish two sets of complete maintenance manuals including a trouble shooting guide, location of manufacturers of key components for replacement parts together with final as-built plans, and a 5-year component/20-year structural warranty to the owner or general contractor. K. Site Scope of Work by General Contractor The general contractor shall prepare the restroom building subgrade to receive the prefabricated building in accordance with the bid subgrade preparation drawings or foundation plan. 1. The building subgrade/footings shall be constructed per the bid drawings. 2. The General Contractor shall provide water point of service at 30” below finished building slabs; sewer at 24” below the finished building slabs; and electrical at 36” below the finished building slabs or other per bid plans. 3. General Contractor shall coordinate with restroom subcontractor to provide full site delivery access for a 70’ tractor-trailer and hydro crane to the final building sites. 4. If the final site access is over existing sidewalks, utilities, or landscaping, the General Contractor shall be responsible for plating and or tree trimming, utility line removal, or other to protect any existing conditions. 5. The hydro crane must be able to locate no greater than 35’ from the center point of the building to the center point of the crane. Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 5 of 10 6. The utilities shall be furnished per bid site plans at specified points of connection (POC) nominally 6’ from the building lines. 7. General contractor shall furnish and install final grading, landscaping and sidewalks. M. Connection to Utilities 1. The restroom subcontractor will stub-out: Electrical, Water, and Sewer at the proper POINT OF CONNECTION AND AT THE PROPER ELEVATION BELOW GRADE, for this project. Restroom subcontractor shall provide final hook up of the water from building to POC; sewer hookup to POC; and electrical sleeve from building panel to POC only. Final utility connections shall be by General Contractor or others. General contractor shall flush the water lines thoroughly before making final water connection to the building. Thoroughly flushing the water lines for AT LEAST 30 MINUTES is critical to ensure that the new code required low- flow fixtures and flush valves that are extremely sensitive to particulate matter in the water will not malfunction. N. Concrete Slab, Required Independent Testing Laboratory Certification: 1. The prefabricated building slabs special concrete technology claims to be water and urine resistant for life due to special additive technology. The building subcontractor must furnish a test certification of compliance from a national independent testing laboratory to support the claim for absorption resistance. The written report must state the concrete compressive strength (minimum of 7,000 PSI) and absorption resistance (not greater than 3%) per ASTM standard #C642 and #C39 respectively. Since this non-absorbency capability is so significant, the design/build subcontractor must provide a general certification of compliance. O. Prefabricated Restroom Building: 1. The City of Cupertino has evaluated several prefabricated restroom building suppliers. This bid requires such building be used in lieu of site-built traditional construction because of the unique built-in advantages guaranteed by the design/build firm. This technology includes many new innovations such as non- absorbent concrete; anti-microbial components to reduce health risks; built in vandal resistance design; lowered maintenance and long-term warranties that reduce owner risk for failure. The specifications below are written around this new technology. P. Mat Engineered Concrete Building Slab/Foundation: 1. The mat engineered 8” thick slab/foundation shall be engineered and constructed to withstand the transportation weight of the building without cracking and to resist absorption from any liquids deposited on the surface. The concrete slab shall be constructed inside a steel angle curb, reinforced with dual mats (tension and compression,) and poured with a custom concrete formula with special admixtures to create a finished slab that is waterproof for life. 2. The building slab/foundation will include the area under the covered entry. 3. Perimeter Steel Curb: 5/16” 50,000 kip steel 6” X 6” welded continuous angle. Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 6 of 10 4. Rebar Steel Mat: Two layers of 40,000 tensile steel rebar in varying sizes per engineers’ requirements, including a perimeter structural continuous grade beam design inside the exterior steel angle and at any other location deemed by the engineer of record as required for the use intended. In coastal locations or when required for corrosion resistance rebar shall be epoxy coated or fiberglass to resist permanent corrosion. Rebar mats shall be wire tied to code with a minimum of three turns of the wire and overlaps shall be minimum of 15 diameters for any connection. 5. All slab openings shall be surrounded with two layers of steel collars as required by the engineer of record to stop corner cracking and to reinforce the openings for lifting. 6. 1” thick by 3” minimum length threaded nuts shall be welded to the steel perimeter frame with continuous ¼” fillet welds. Nuts shall be welded to common steel plates per the engineer of records design and attached to the interior steel rebar structural mats. 7. The engineer of record shall provide lifting locations with sufficient reinforcement to allow the safe lifting of the entire designed weight of the structure with dual 1” steel bolts and washers at each lifting location. The number of lifting locations with each location fitted with removable ¾” 8” X 8” 50,000 tensile strength steel angles shall be determined by the engineer of record. 8. The slab shall be poured over a 1” thick steel plate table. The concrete mix design shall not exceed a 3” slump and shall be stinger vibrated for maximum consolidation. All floors shall slope to any floor drains within each room and if no floor drain is present the floor should not slope. The surface shall be a very light broom that should meet a coefficient of friction on the surface of .06. Birdbaths shall be cause for rejection. 9. The steel perimeter angle will remain below the concrete surface by nominal two inches to prevent corrosion. After the site concrete sidewalks are poured, the joint shall be full flow sealed with self-leveling grey urethane caulk to prevent penetration of water into the joint. 10.The building shall be designed for future relocation and shall provide protection for the lifting openings in the mat slab so that the threaded openings will be available for future use if needed. 11.The building system shall be designed for placement on a general contractor site prepared class 2 building subgrade/and or footings as required by code, per the bid drawings, suitable for 1500 pounds soil bearing capacity minimum. Any soils survey (if necessary) shall be by owner or engineer of record. Q. Exterior & Interior Masonry Block Walls 1. The block walls shall be nominal 8” x 16” CMU. The building corners shall have special corner return block for structural integrity. All CMU shall be custom fabricated with an enlarged interior hole for placement of the grout and vertical rebar. The block walls shall be nominal 8” x 16” CMU. The building corners shall have special corner return block that matches the exterior finish and creates a uniform appearance. All CMU shall be custom fabricated with an enlarged interior hole for placement of the grout and vertical rebar. The exterior walls shall be 4” Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 7 of 10 thickness per State of California codes or engineering for wind and seismic. The interior walls shall be 4” block to nominally 7’-4” above finished floor and wood- framed with applicable required finishes above for pony and gable walls. A structural steel tubular .188 wall cap beam shall be welded to 5/16” 40,000 kip steel plate embeds, at intervals per the engineer of record, within the masonry wall. Cap beam shall be ZRC primed and painted, color to be selected by owner. 2. The 8” mat engineered concrete slab shall be cured a minimum of 7 days. Holes for vertical dowels shall be drilled into the mat engineered slab avoiding any grade beams or other structural reinforcement. Once the holes are drilled, blow out the remaining material and using two-part structural epoxy, wet set the #3 or #4 vertical rebar (as specified on the engineering calculations into holes drilled to the depth per the engineer of record requirements. Each rebar shall be held vertical to allow equal epoxy support to each dowel during the drying period. Engineering calculations require that rebar shall be installed in each concrete block center void or every block hole. The engineered uplift on each rebar shall be sufficient to restrain any load imposed on the masonry block wall for vertical rebar pull out from the concrete mat engineered slab. R. Roof System 1. The Gable roof structure shall be 2” x 6” wood rafters at 24” on center with 5/8” OSB sheathing and ice and water shield membrane with 26 gauge standing seam metal roof, color to be selected by owner from manufacturer’s brochure. Building roof rake and fascia shall be wrapped with 16 gauge formed metal, primed and painted. Color to be selected by owner. 2. The roof design shall exceed compliance with local code at 20 PSF live load and wind load “C”. 3. The room ventilation screens (described in a following section) shall be attached to the gable truss frames and vandal resistant. Roof color shall be determined by owner and selected from the color chart by restroom supplier. S. Interior Wall Finish: 1. Interior precision CMU block masonry walls shall be smoothed to a pebble grain finish with 2-4 mil layers of 7-day curing block fillers and painted with two additional 4 mil layers of industrial high solids (white) industrial grade enamel. Walls shall be painted white with industrial high solids enamel. Utility chase and storage area shall be natural block finish. T. Exterior Wall Finish, Masonry and Gable 1.The building exterior finish shall be smooth precision block covered by an applied Stucco finish 8” x 16” CMU to wall height per the exterior elevations in the bid plans. The block shall be covered with 2-4 mil layers of 7-day curing block fillers and painted with two additional 4 mil layers of industrial high solids industrial grade enamel, color selected by Owner. The gable area finish shall be applied Stucco finish and painted in a color selected by owner. U. Passive Ventilation System (Restrooms) Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 8 of 10 1.Shall be Struded Aluminum Model # D-DBE-04 to fit Rough Opening, set in welded stainless steel angles attached to the masonry wall with vandal resistant stainless steel screws, per plans. There shall also be a 8” x 16” aluminum louvered vent in each restroom located on the chase at 9’ AFF, nominal. V. Doors and Gates 1. The restroom entry doors shall be 7’ 0” high, 14-gauge steel; reinforced with 14 gauge steel ribs welded at 6” intervals on each face, concealed; reinforced with a welded plate for door closer mounting 2. Doors shall be hung on a single continuous, 1 million cycle, aluminum gear hinge with stainless steel vandal resistant screws at nominal 4” on center. The doors shall weigh nominally 176 lbs each for a 36” X 84” door. Custom fabricated 14- gauge steel door jambs with 4” steel heads shall be welded to the steel cap beam and be solid filled with 3000 psi masonry grout mix. Doors shall be primed and painted with two coats of industrial enamel; color selected by owner. 3. All exterior entry doors shall have a ¼” thick stainless steel “Z-shaped” anti- microbial pull handles with integral latch guard and SCHLAGE B600 series temporary large format core locks. The interior push-plate shall be anti-microbial for public safety and hygiene. 4. The door closer (restroom and concession entry doors only) shall be “LCN” heavy duty #4210 Series, fastened to a structural reinforced door plate per door manufacturer design. Stainless steel vandal resistant fasteners shall be used on all hardware. 5. Stainless steel vandal resistant fasteners shall be used on all hardware. W. Specialties 1. All specialty washroom equipment shall be commercial grade stainless steel fastened securely to walls with vandal resistant stainless-steel screws to avoid removal by vandals as follows: 2. Toilet paper holders shall be Royce Rolls TP-3, three-roll stainless steel. Toilet paper holders shall be attached to block walls with 4 epoxy-bedded vandal resistant stainless steel fasteners. 3. Stainless steel grab bars to code shall be 1 ¼” minimum exposed fastener vandal resistant design and installed at each accessible water closet. 4. Cast Aluminum California compliant signage shall be recessed into block surface flush with masonry/stucco exterior and door sign shall be blind fastened with epoxy adhesive and stainless-steel fasteners. Wall signs shall have raised pointed Braille tips. Signage shall comply with AB1732, identifying the restrooms as “All Gender Restrooms.” 5. Stainless steel baby-changing stations (Foundations Model 200-EH-1) shall be mounted in each accessible restroom with identifying signage on the exterior adjacent to the restroom signage. 6. Electronically adjustable Adult Changing stations (Koala KB-3000-AHL) shall be mounted in one accessible restroom with identifying signage on the exterior adjacent to the restroom signage. X. Plumbing: Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 9 of 10 1. Building shall be fully compliant with current with the following codes: a) All applicable State of California Building Codes. Latest edition applicable. b) California Plumbing Code. Latest edition applicable. 2. GENERAL: All components and fabrications shall be designed to reduce life cycle maintenance, be compatible with current maintenance spare parts, and shall be listed in a spare parts/maintenance manual (two copies) delivered in utility chase of building. 3. WATER PIPING: Shall be type L copper soldered per code above grade and type K with silver solder below grade. All water piping shall be designed and constructed with high and low point drain fittings. All piping shall be mounted on Uni-strut wall brackets with neoprene isolators, to code. 4. WATER PRESSURE GAUGE/VALVE COMBO: install three commercial grade industrial water pressure gauges (one on incoming line, one at pressure regulator valve and one after water filter), isolation ball valves, 150 PSI pressure regulator with wye strainer, 10-micron water filter with clear canister, and check valve. System will also incorporate a ProFlo PFXT5 Bladder Tank for additional plumbing protection. 5. PLUMBING FAUCETS, ISOLATION VALVES AND ACTUATORS: All fixtures except those with flush valves shall be isolated with ball valves for each fixture, concealed hydraulic push-button flush valves, and metered push-button lavatory faucets. 6. DWV PIPING: DWV piping shall be concealed behind the wall. DWV piping shall be PVC DWV, solvent welded, for all concealed piping. A cast iron no hub DWV vent pipe with a cast iron roof mounted vandal cap vent shall be required, through the roof. 7. REMOVABLE PIPE TRAPS: all floor drain, sink drain, and waste traps shall be removable for maintenance. Floor drains shall be trapped behind the wall in the utility chase using a combination waste and vent system. Floor drains shall be increased two pipe sizes over standard to allow code use. Trap primers for restroom floor drains shall be in the utility chase. All surface mounted utility chase piping shall be mounted on Uni-strut with plastic isolators to code. Sink drain traps shall be concealed behind the utility chase walls where maintenance staff can access all plumbing. 8. PLUMBING FIXTURES: Plumbing fixtures shall be 14-gauge, 316 stainless steel manufactured by Acorn. Toilets shall be wall hung, rear discharge, with concealed, ADA-compliant, hydraulic push-button type, flush valves. Toilet seats shall be black solid core plastic, non-flammable construction with continuous stainless steel concealed self-checking hinges. Exterior Lavatories shall have concealed remote traps behind the mechanical wall. Schedule of fixtures: a. Water Closets: Acorn Penal-Ware, 1675-W-1-HET-FVBO-ADA-PFS- 316SS b.Water Closet Flush Valve: Zurn ZH6152AV-HET-7L-BG c. Lavatories: Acorn Penal-ware 1652LRB-1-DMS-03-M-316SS d. Lavatory Faucet: Chicago MVP 333-E2805-665PSHABCP- TEMPERED e. Soap Dispensers: PRC Through Wall SS Tank W/Lav Dispensers Jollyman Park – Cupertino, CA Technical Specifications Section 13000 Page 10 of 10 f. Countertops: 14 Ga. 304 Stainless Steel (where applicable) g. Hand Driers: Dyson Airblade V 9. FLOOR GRATES: Removable 350 lbs. per square foot pultruded fiberglass non- skid floor grates shall be installed over every opening in the utility chase for OSHA compliance. 10.HOSE BIB: There shall be one Acorn 8121-LF hose bib provided in the utility chase. 11.HOSE REEL: with 5/8”x75” Garden Hose 12. HI-LO DRINKING FOUNTAIN: HAWS 1109.14 13.BOTTLE FILLER: HAWS #1920 & #6469 14.Electrical J-Box: Located in the Chase. 15.Alternative Natural Lighting: 4x Solartubes (10” std) Y. Shipping Protection The building, while traveling over roads to the destination may encounter inclement weather or road grime that could require substantial cleaning when it arrives on site. The building shall be shrink-wrapped before transportation and sufficiently strong to arrive at the owner site intact for exterior finish protection. Materials removed on site shall be disposed of and recycled by restroom building install staff. Z. Certifications Building shall be certified in compliance with the plan approval by the State of California, Department of Housing and Community Development. The building shall be delivered with an applied insignia, in compliance with all State regulations. The local building authority shall provide site inspections for the underground mechanical piping and final connections, footings, and access issues outside the restroom footprint. Restroom building subcontractor shall also furnish 5-year component/20- year structural warranty and maintenance manuals for the building and components. END OF SECTION Date: Bldg Size: Type of Bldg: CAP BEAM FINISH FLOOR SYSTEM Entire Building ROOM/ITEM 3/24/2024 See Drawings PS-022-DF-BF-ST Restroom/Storage Exposed Concrete with Light Broom Finish with Integral Additive for Stain/Moisture Resistance WALL SYSTEM BUILDING WALLS HEIGHT Building Walls Height 7'4" EXTERIOR WALLS - CMU BLOCK TYPE AND COLOR ROWS Precision Gray TYPE OF BUILDING Construction Type MVR WOOD Wood Framed walls above cap beam, and wood framed rafters [ceiling & vents same as MVR] Entire Building Floor Coating with Skid Resistant Additive - Flakes All Site Address:1000 S Steling Rd City, State, Zip:Cupertino, CA CALIFORNIA SPECIFICATIONS Project #:11602 Project Name:Jollyman Park Precision Exterior 4" CMU TYPE CMU Uncoated To Cap Beam FINISH HEIGHT WALL FINISHES - EXTERIOR Cap Beam Cap Beam, Steel Tube, Painted FRC Siding -Below- Cap Beam Allura Cedarmill Board & Batt Siding Vertical - Painted To Cap Beam Siding -Above- Cap Beam 7/8" 24 GA Corrugated Metal Prefinished Above Cap Beam Alcove Precision CMU Painted To Cap Beam Exterior Paint PPG Exterior Gloss - Colors TBD by client WALL FINISHES - INTERIOR Vents SS Wire Mesh Stainless Steel Wire Mesh ROOM Restrooms Below Cap Beam Block filler & paint To Cap Beam FINISH HEIGHT Restrooms - Above Cap Beam Stucco Pattern FRC - Painted Above Cap Beam Storage - To cap Beam Block filler & paint To Cap Beam Mechanical - To Cap Beam Block filler & paint To Cap Beam Mechanical - Above Cap Beam Painted OSB Above Cap Beam Storage - Above Cap Beam Painted OSB Above Cap Beam ROOF SYSTEM Behind Mop Sink Block Filler & Epoxy Paint To Cap Beam ITEM Metal Sales Image II 26 GA 26 GA SSM, Metal Sales Image II Standing Seam With 16" Striations W/Ice & Water DESCRIPTION Entire Building Ceiling (MVR) 5/16" Cement Board Stucco Pattern Over 5/8" OSB Skylights Solatubes (10" std) ITEM Fascia 14/16 Ga Formed Galvanized Steel W/1" Return At Top (MVR) DESCRIPTION SIZE DESCRIPTION SIZE ITEM DOORS - HARDWARE DESCRIPTION Fiber Glass Fiberglass Door with Fiberglass Frame Double Door (Storage Area)Fiberglasss Deadbolt SCHLAGE B600 series temporary large format core (std) Door Closer Pull Plates ITEM LOCATION Rockwood-VRT24 "Z" (Standard w/Anti-Microbial) (Std) LCN Closer, Model # 4211 Cush Arm (for Out Swing Door) Restroom Door Sweeps NGP Door Sweep 200NA36 Chase Weather Strip Pemko Perimeter Gasketing (3' x 7' Door) # 303-C-S-3684 Chase Ives Crash Chain (Standard)Ives Crash Chain, # CS11526D20, US26D, 20.5, Crash Stop Chase Door Threshold (No Tile)Threshold Fluted Saddle Mill Finish Alum, 4" Wide #270A36 All Door Kick Plates (Both Sides)Rockwood Metal Kick Plate, # K1050 10" x 33"Restroom/ST ITEM RESTROOM ACCESSORIES MANUFACTURER/DESCRIPTION FINISH Toilet Paper Holders Tough Guy - #4YRE5 Stainless Steel Signage Grab Bars Grab Bars Stainless Steel Door/Wall Signs Polished Aluminum & Blue Aluminum Louvers (Chase Std)Louver Sunvent Industries Model #157 Polished Aluminum Adult Changing Station Koala Kare LB3000-AHL Baby Changing Station Foundations 200-EH-1 Stainless Steel Hand Dryer Fastaire HD03S Hand Dryer (Short) ITEM MANUFACTURER/DESCRIPTION Utility Hook (Standard)Utility Hook, Bright Finish, Bobrick # B-670-PRC or Franklin Brass 5501 for Blazer Soap Dispenser PRC Proprietary Tank W/Thru Wall Valve Thru Wall Valve ASI #353 Sanitary Napkin Disposal Bobrick B-2706C ITEM RESTROOM SPECIALTY ITEMS DESCRIPTION FINISH Shelving Bobrick B-296 Chrome Toilets - Stainless Steel Acorn # 1675 W-1-HET 1.28 GPF-FVBO-ADA-PFS-316SS PLUMBING FIXTURE/PART DESCRIPTION Lavs - Stainless Steel Rear Connect Acorn # 1652LRB-1-DMS-03-M-316SS Bottle Filler Wall Mounted Bottle Filler, Lead Free, Type 304 Stainless Steel, Haws Model # 1920 Drinking Fountain Wall Mounted Drinking Fountain, 14 Gauge, Type 304 Stainless Steel, Haws Model # 1109.14 Remote Water Chiller Remote Water Chiller, with Shelf, 8 Gallons P/Hr. Model # A9100080-A-SRC Sensor - Toilet Flush Valve Zurn Flush Valve 1.28 Ga Zurn # ZEMS6152AV-HET-7L-1.28 Floor Mount Mop Sink Mustee Mop Service Basin, Model # 63M 24" x 24" x 10", Color: White Floor Drains: W/Trap Primer Floor Drain Zurn # ZN460-2NH-5B W/Strainer / With Trap Primer PLUMBING SPECIAL FIXTURE/PART DESCRIPTION Sensor Faucets Zurn Sensor Faucet # Z6913-XL-CWB-F Aquasense Mop Rack ProFlo PF245: Mop Hanger Water Heater Water Heater Stiebel DHC-E8 1-2 lavatories FIXTURE/PART DESCRIPTION Stiebel DHC-E3 1 lavatory PLUMBING GENERAL 100 amp Single Phase - Tempered Water to Lavs Thermostatic Mixing Valve, Acorn Model # ST70-12 Water Line Material Valve Combo (PRV)Valve Combo with Pressure Reducing Valve Copper (Std) Bladder Tank ProFlo PFXT5, (PRC)/ Amtrol 2 gal (Blazer) - no elect required Hose Reel & Hose Hose Reel With 5/8"x75' Garden Hose Hose Bibb- Interior Acorn #8121-LF - in the Chase Electrical Panel ELECTRICAL ITEM DESCRIPTION 120/240 v 20 Circuits ITEM Breakers Plug on (QOD) LIGHTING DESCRIPTION (W=WALL, C=CEILING) Lighting Control -Interior-Light Fixture Integraded Occupancy Sensor (OCC) Interior Lights W/C) Luminaire, Swoop Series SWP1212-OP-BRZ-OCC 15 Watts Lighting Control -Exterior-Photo Cell Intermatic Photo Control #EK4336S Exterior Light W/C) Luminaire, Swoop Series SWP-610-OP-BRZ 15 Watts Exterior Lights W) Luminaire, AEL-12 (Dark Sky Compliant) 20" long 10 Watts Chase Lights C) Green AL-42L (large Chase)Waterproof 30 Watts Switches By Pass By Pass (To By Pass OCC Sensors) Switches Single Pole Single Pole (Adjacent to Panel) Receptacles Receptacles Emergency Light Lithonia ELM2L Led 2 Head Led Emergency Light (Mechanical Room) RECEPTACLES/SWITCHES, HEATERS, FANS, HVAC, LIGHTED SIGNS ITEM DESCRIPTION LOCATION GFCI (Adjacent to Panel) GFCI OWNER / GENERAL CONTRACTOR AND PUBLIC RESTROOM COMPANY RESPONSIBILITIES GENERAL SITE CONDITION LIABILITY NOTE: PUBLIC RESTROOM COMPANY (PRC) PROVIDES BUILDING PAD / FOUNDATION PLAN DRAWINGS FOR PLACEMENT OF OUR BUILDING ON SITE FOUNDATIONS / PADS FOR REFERENCE ONLY. PRC DRAWINGS DO NOT INCORPORATE SITE DESIGN FOR LOCAL CODES, SOILS CONDITIONS, FOOTING REQUIREMENTS, AND / OR ANY OTHER CONTRIBUTING SITE FACTORS UP TO AN INCLUDING HIGH WATER TABLES. IT IS THE RESPONSIBILITY OF THE OWNER / GENERAL CONTRACTOR TO PROVIDE A PROPER SITE DESIGN TO ACCOMMODATE THE BUILDING AS WELL AS PROVIDE PROPER SITE CRITERIA SO PRC MAY MODEL SEWER, WATER, AND ELECTRICAL DESIGNS WITHIN THE BUILDING. OUR BUILDING DESIGN INCLUDES AN 8" THICK REINFORCED CONCRETE SLAB AND ASSUMES FULL SLAB BEARING ON SOILS WITH A MINIMUM OF 1500 PSF BEARING CAPACITY. OUR BUILDING DESIGNS SURCHARGE THE SOIL BENEATH THE MAT SLAB AT APPROXIMATE 208 PSF. ANY BUILDING FOUNDATION IN ADDITION TO THE INTEGRAL MAT SLAB ARE SHOWN FOR REFERENCE ONLY AND SHOULD BE VERIFIED BY A LICENSED SOILS ENGINEER TO CONFORM WITH REQUIRED CODES. PRC ASSUMES NO LIABILITY FOR THE OWNER OR GENERAL CONTRACTOR ACCEPTANCE OF THESE TYPICAL DRAWINGS WITHOUT VERIFICATION BY A LICENSED SOILS / FOUNDATION ENGINEER. OWNER / GENERAL CONTRACTOR RESPONSIBILITIES: 1.PREPARE BUILDING PAD AND OR FOUNDATION. 2.PROVIDE SITE PLAN & ENGINEERED FOUNDATION PLAN (IF APPLICABLE) AND ATTACH IT TO THE PUBLIC RESTROOM COMPANY'S DEPARTMENT OF HOUSING APPROVED DOCUMENTS AND OBTAIN NECESSARY PERMITS FROM LOCAL JURISDICTION. 3.VERIFY AND SCHEDULE NECESSARY INSPECTIONS WITH LOCAL JURISDICTION FOR SITE PERFORMED WORK BY OTHERS, AND FOR UNDER BUILDING SLAB PLUMBING CONNECTIONS MADE BY PRC. 4.COORDINATE SEWER INVERT ELEVATION WITH THE PUBLIC RESTROOM COMPANY PRIOR TO BUILDING INSTALLATION, VERIFY & COORDINATE LOCATION OF EXISTING UTILITIES INCLUDING WATER METER SIZE, TYPE, AND LOCATION OF EXISTING UTILITIES COMING INTO THE BUILDING SUPPLIED BY PRC 5.MAKE FINAL UTILITY CONNECTIONS (INCLUDING NECESSARY UTILITY BOXES). 6.PREPARE SITE FOR MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf, WITH SUB-GRADE COMPACTED TO 90% M.D.D. 7.SUPPLY AND STOCK PILE REQUIRED QUANTITY OF COARSE MASON SAND WITHIN BUILDING PROXIMITY FOR USE BY PRC FOR UTILITY TRENCH BACKFILL. 8.PROJECTS WITH FOOTINGS: PROVIDE SLEEVES IN FOOTINGS ACCORDING TO UTILITY LOCATION PLAN AND PAD / FOUNDATION PLAN DIRECTION. PUBLIC RESTROOM COMPANY RESPONSIBILITIES: 1.PROVIDE FULL ARCHITECTURAL PLANS AND ENGINEERING CALCULATIONS, STAMPED BY STATE GOVERNING AGENCY SUITABLE FOR GENERAL CONTRACTOR TO FILE FOR REQUIRED BUILDING PERMIT. 2.FURNISH AND INSTALL UNDERGROUND UTILITIES UNDER SLAB (INCLUDING TRENCHING) EXTENDING 6 FEET MAX. BEYOND THE BUILDING LINE, MIN. OF 24" - MAX OF 36" BELOW GRADE. 3.FURNISH AND INSTALL SLAB TO FOUNDATION ANCHORS PER DETAILS INCLUDED HEREIN. APPLICABLE ONLY TO BUILDINGS WITH FOUNDATIONS. GENERAL NOTES: 1.THE DIFFERENCE IN THE ELEVATION BETWEEN THE FINISH FLOOR OF THE BUILDING AT EXTERIOR DOORS AND THE SIDEWALK OUTSIDE IS 1/4" MAX. PRC RECOMMENDS SIDEWALK TO BE FLUSH WITH FINISH FLOOR AT ALL DOORS. 2.THE PLAN & DETAILS HEREIN ARE SPECIFIC TO THE BUILDING SIZE AND MODULE CONFIGURATION OF THIS BUILDING MODEL. DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 FD-1 1 OF 4 E SW OV E R A L L F O U N D A T I O N BY O T H E R S OV E R A L L B U I L D I N G S L A B BY P R C 9" 9" 9" 9" OVERALL FOUNDATION - BY OTHERS OVERALL BUILDING SLAB - BY PRC9" 9"9" 9" 1 FD-3 TYP. UTILITY GROUND BOXES (BY OTHERS) 6ft. MAX FROM BUILDING FINAL LOCATION TBD UTILITY TRENCHING BY PRC, FINAL LOCATIONS AND EXTENT TBD BASED ON SITE SPECIFIC UTILITY LOCATIONS PROVIDED BY OWNER / GENERAL CONTRACTOR FOUNDATION & PAD PREPARATION BY OWNER / GENERAL CONTRACTOR NOTES: 1.BOTTOM OF PRE-FAB BLDG. MANUFACTURERS SLAB IS DEAD FLAT. TOP OF FOOTINGS & COMPACTED BACK FILL MUST BE DEAD LEVEL. POUR FOOTING WITH LASER TRANSIT TO VERIFY TOP OF FOOTING. IF SHIM PLATES ARE REQUIRED A CHANGE ORDER IS REQUIRED. 2.REQUIRED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF; FIELD VERIFIED BY OTHERS DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 EXAMPLE FOUNDATION / PAD PREPARATION PLAN SCALE: NOT TO SCALE EX A M P L E F O R R E F E R E N C E O N L Y FD-2 1 FD-2 2 OF 4 9" SIDEWALK BASE BY OTHERS (NOT PRC) SIDEWALK BY OTHERS (NOT PRC) TR E N C H A S R E Q U I R E D PE R U T I L I T Y D E P T H TRENCH AS REQUIRED 8" SLOPE AWAY FROM BLDG. FO O T I N G D E P T H AS D E T E R M I N E D B Y O T H E R S ENGINEERED FILL OR NATIVE SOIL COMPACTED TO 95% MODIFIED PROCTOR DENSITY COARSE MASON SAND ENGINEERED FILL OR NATIVE SOIL COMPACTED TO 95% MODIFIED PROCTOR DENSITYFOUNDATION BY OTHERS (NOT PRC) SIZE & DEPTH OF PIPE SLEEVE TO BE DETERMINED BY OWNER OR GEN. CONTRACTOR : COORDINATED WITH PRC (-24" - -36" MAX. TO TOP IS PRC'S TYPICAL SEWER DEPTH REQUIREMENT) SLAB TO FOUNDATION CONNECTION BY PRC EXPANSION JOINT BY OTHERS (NOT PRC) SIDEWALK EXTERIOR SIDE FLUSH AT DOORS NOTES: 1.BOTTOM OF PRE-FAB BLDG. MANUFACTURERS SLAB IS DEAD FLAT. TOP OF FOOTINGS & COMPACTED BACK FILL MUST BE DEAD LEVEL. POUR FOOTING WITH LASER TRANSIT TO VERIFY TOP OF FOOTING. IF SHIM PLATES ARE REQUIRED A CHANGE ORDER IS REQUIRED. 2.REQUIRED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF; FIELD VERIFIED BY OTHERS 1 FD-4 2"2" 1'-6" BUILDING WALL BY PRC BUILDING CONCRETE SLAB BY PRC 9" DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 FD-3 TYPICAL FOUNDATION SECTION DETAIL SCALE: NOT TO SCALE 1 FD-3 3 OF 4 3 3 / 4 " 6" 6" 1'-0" 1'-4" 3 3 / 4 " 2 1/2" 6" 6" 2 1 / 2 " 6" 6" 1'-0" TOP VIEW FOUNDATION (BY OTHERS) FRONT VIEW SIDE VIEW 6"x6"x5/16" STEEL ANGLE 7/8"Ø HOLE FOR WEDGE ANCHORS 1 1/4"Ø SLOTTED HOLE FOR 1"Ø BOLTS CONC. SLAB (BY OTHERS) 8" CONCRETE SLAB BY PRC 3/4" DIA. x 5 3/4" MIN. SIMPSON STRONG BOLT 2 WEDGE ANCHOR (MIN. 4 1/8" EMBEDMENT) STEEL ANGLE CONNECTOR BOLTED TO PRC SLAB 5 1/2" BUILDING WALL BY PRC NOTE: QUANTITY AND LOCATIONS OF ANCHORS TO BE DETERMINED BY PRC ENGINEER DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 FD-4 SLAB TO FOUNDATION ANCHOR DETAIL (BY PRC) SCALE: NOT TO SCALE 1 FD-4 4 OF 4 OWNER / GENERAL CONTRACTOR AND PUBLIC RESTROOM COMPANY RESPONSIBILITIES GENERAL SITE CONDITION LIABILITY NOTE: PUBLIC RESTROOM COMPANY (PRC) PROVIDES BUILDING PAD / FOUNDATION PLAN DRAWINGS FOR PLACEMENT OF OUR BUILDING ON SITE FOUNDATIONS / PADS FOR REFERENCE ONLY. PRC DRAWINGS DO NOT INCORPORATE SITE DESIGN FOR LOCAL CODES, SOILS CONDITIONS, FOOTING REQUIREMENTS, AND / OR ANY OTHER CONTRIBUTING SITE FACTORS UP TO AN INCLUDING HIGH WATER TABLES. IT IS THE RESPONSIBILITY OF THE OWNER / GENERAL CONTRACTOR TO PROVIDE A PROPER SITE DESIGN TO ACCOMMODATE THE BUILDING AS WELL AS PROVIDE PROPER SITE CRITERIA SO PRC MAY MODEL SEWER, WATER, AND ELECTRICAL DESIGNS WITHIN THE BUILDING. OUR BUILDING DESIGN INCLUDES AN 8" THICK REINFORCED CONCRETE SLAB AND ASSUMES FULL SLAB BEARING ON SOILS WITH A MINIMUM OF 1500 PSF BEARING CAPACITY. OUR BUILDING DESIGNS SURCHARGE THE SOIL BENEATH THE MAT SLAB AT APPROXIMATE 208 PSF. ANY BUILDING FOUNDATION IN ADDITION TO THE INTEGRAL MAT SLAB ARE SHOWN FOR REFERENCE ONLY AND SHOULD BE VERIFIED BY A LICENSED SOILS ENGINEER TO CONFORM WITH REQUIRED CODES. PRC ASSUMES NO LIABILITY FOR THE OWNER OR GENERAL CONTRACTOR ACCEPTANCE OF THESE TYPICAL DRAWINGS WITHOUT VERIFICATION BY A LICENSED SOILS / FOUNDATION ENGINEER. OWNER / GENERAL CONTRACTOR RESPONSIBILITIES: 1.PREPARE BUILDING PAD AND OR FOUNDATION. 2.PROVIDE SITE PLAN & ENGINEERED FOUNDATION PLAN (IF APPLICABLE) AND ATTACH IT TO THE PUBLIC RESTROOM COMPANY'S DEPARTMENT OF HOUSING APPROVED DOCUMENTS AND OBTAIN NECESSARY PERMITS FROM LOCAL JURISDICTION. 3.VERIFY AND SCHEDULE NECESSARY INSPECTIONS WITH LOCAL JURISDICTION FOR SITE PERFORMED WORK BY OTHERS, AND FOR UNDER BUILDING SLAB PLUMBING CONNECTIONS MADE BY PRC. 4.COORDINATE SEWER INVERT ELEVATION WITH THE PUBLIC RESTROOM COMPANY PRIOR TO BUILDING INSTALLATION, VERIFY & COORDINATE LOCATION OF EXISTING UTILITIES INCLUDING WATER METER SIZE, TYPE, AND LOCATION OF EXISTING UTILITIES COMING INTO THE BUILDING SUPPLIED BY PRC 5.MAKE FINAL UTILITY CONNECTIONS (INCLUDING NECESSARY UTILITY BOXES). 6.PREPARE SITE FOR MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf, WITH SUB-GRADE COMPACTED TO 90% M.D.D. 7.SUPPLY AND STOCK PILE REQUIRED QUANTITY OF COARSE MASON SAND WITHIN BUILDING PROXIMITY FOR USE BY PRC FOR UTILITY TRENCH BACKFILL. 8.PROJECTS WITH FOOTINGS: PROVIDE SLEEVES IN FOOTINGS ACCORDING TO UTILITY LOCATION PLAN AND PAD / FOUNDATION PLAN DIRECTION. PUBLIC RESTROOM COMPANY RESPONSIBILITIES: 1.PROVIDE FULL ARCHITECTURAL PLANS AND ENGINEERING CALCULATIONS, STAMPED BY STATE GOVERNING AGENCY SUITABLE FOR GENERAL CONTRACTOR TO FILE FOR REQUIRED BUILDING PERMIT. 2.FURNISH AND INSTALL UNDERGROUND UTILITIES UNDER SLAB (INCLUDING TRENCHING) EXTENDING 6 FEET MAX. BEYOND THE BUILDING LINE, MIN. OF 24" - MAX OF 36" BELOW GRADE. 3.FURNISH AND INSTALL SLAB TO FOUNDATION ANCHORS PER DETAILS INCLUDED HEREIN. APPLICABLE ONLY TO BUILDINGS WITH FOUNDATIONS. GENERAL NOTES: 1.THE DIFFERENCE IN THE ELEVATION BETWEEN THE FINISH FLOOR OF THE BUILDING AT EXTERIOR DOORS AND THE SIDEWALK OUTSIDE IS 1/4" MAX. PRC RECOMMENDS SIDEWALK TO BE FLUSH WITH FINISH FLOOR AT ALL DOORS. 2.THE PLAN & DETAILS HEREIN ARE SPECIFIC TO THE BUILDING SIZE AND MODULE CONFIGURATION OF THIS BUILDING MODEL. FD-1 DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 1 OF 3 OV E R A L L B U I L D I N G P A D - B Y O T H E R S OV E R A L L B U I L D I N G SL A B - B Y P R C 2' - 0 " 2' - 0 " OVERALL BUILDING PAD - BY OTHERS OVERALL BUILDING SLAB - BY PRC2'-0"2'-0" W E PAD PREPARATION BY OWNER / GENERAL CONTRACTOR S 2 FD-3 @ GRADE 1 FD-3 @ SIDEWALK UTILITY TRENCHING BY PRC, FINAL LOCATIONS AND EXTENT TBD BASED ON SITE SPECIFIC UTILITY LOCATIONS PROVIDED BY OWNER / GENERAL CONTRACTOR UTILITY GROUND BOXES (BY OTHERS) 6ft. MAX FROM BUILDING FINAL LOCATION TBD EXAMPLE PAD PREPARATION PLAN SCALE: NOT TO SCALE EX A M P L E F O R R E F E R E N C E O N L Y FD-2 1 FD-2 DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 2 OF 3 REQUIRED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF; FIELD VERIFIED BY OTHERS COMPACTED FILL BY OTHERS FINISH GRADE (BY OTHERS) SLOPE AWAY FROM BUILDING 8" CONCRETE SLAB 2" M A X . CONCRETE SIDEWALK - BY OTHERS 8" CONCRETE SLAB 6" STEEL ANGLE (PART OF PRC SLAB) EXPANSION JOINT BY OTHERS SLOPE AWAY FROM BUILDING 24" MIN. BEYOND SLAB (OR AS PROJ REQ'T.) BUILDING WALLSIDEWALK FLUSH AT DOORS SUB GRADE COMPACTED 90% RELATIVE DENSITY BY OWNER / GEN. CONTRACTOR 6" MIN. CLASS II TYPE B AGG. BASE COMPACTED TO 90% MDD BY OWNER / GEN. CONTRACTOR 2" BED OF (COARSE MASON) SAND - BY OWNER / GEN. CONTRACTOR T.O. PRC SLAB 0'-0" TOP OF SLAB ELEVATION TO BE DETERMINED BY OWNER / GEN. CONTRACTOR - 0'-8" - 1'-4" T.O. BUILDING PAD BY OTHERS T.O. SUBGRADE BY OTHERS 8" 8" 6" 2" T.O. PRC SLAB 0'-0" - 0'-8" - 1'-4" T.O. SUBGRADE BY OTHERS 8" 8" 6" STEEL ANGLE (PART OF PRC SLAB) TOP OF SLAB ELEVATION TO BE DETERMINED BY OWNER / GEN. CONTRACTOR T.O. BUILDING PAD BY OTHERS 6" 2" 24" MIN. BEYOND SLAB (OR AS PROJ REQ'T.) SUB GRADE COMPACTED 90% RELATIVE DENSITY BY OWNER / GEN. CONTRACTOR 6" MIN. CLASS II TYPE B AGG. BASE COMPACTED TO 90% MDD BY OWNER / GEN. CONTRACTOR 2" BED OF (COARSE MASON) SAND - BY OWNER / GEN. CONTRACTOR BUILDING WALL FD-3 DRAWN BY:C O P Y R I G H T 2 0 2 1 , P U B L I C R E S T R O O M COMPANY THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR D I S C L O S E D T O O T H E R S E X C E P T A S AUTHORIZED BY THE W RITTEN PERMISS ION O F P U B L I C R E S T R O O M C O M P A N Y . PROJECT: BUILDING TYPE:DATE: PROJECT #: SHEET: ~NOT FOR CONSTRUCTION ~ PRELIMINARY DESIGN DRAWING ONLY ~ DO NOT SCALE, DIMENSIONS PRESIDE - - - -RESTROOM BUILDING Building Better Places To Go. Ph: 888-888-2060 Fax: 888-888-1448 3 OF 3 SUB-GRADE / PAD SECTION @ SIDEWALK SCALE: NOT TO SCALE 1 FD-3 2 FD-3 SUB-GRADE / PAD SECTION @ GRADE SCALE: NOT TO SCALE All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Domestic Water Piping March 2024 221116-1 SECTION 221116 DOMESTIC WATER PIPING PART 1 - GENERAL 1.1 SUMMARY A. Section includes domestic water piping, valves, fittings, controls and accessories specifications. B. Related Sections: 1. Refer to City of Cupertino Project Manual. 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 REFERENCES A. ASME B16.18 (American Society of Mechanical Engineers) - Cast Copper Alloy Solder Joint Pressure Fittings. B. ASME B16.22 (American Society of Mechanical Engineers) - Wrought Copper and Bronze Solder Joint Pressure Fittings. C. ASME B16.26 (American Society of Mechanical Engineers) - Cast Bronze Fittings for Flared Copper Tubes. D. ASME B31.9 (American Society of Mechanical Engineers) - Service Piping. E. ASTM A53 - Pipe, Steel, Black and Hot-Dipped Zinc Coated, Welded and Seamless. F. ASTM B32 - Solder Metal. G. ASTM B42 - Seamless Copper Pipe. H. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. I. ASTM D2855 - Making Solvent-Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. J. ASTM F708 - Design and Installation of Rigid Pipe Hangers. K. AWWA C651 (American Water Works Association) - Disinfecting Water Mains. L. MSS SP58 (Manufacturers Standardization Society of the Valve and Fittings Industry) - Pipe Hangers and Supports - Materials, Design and Manufacturer. All-Inclusive Playground at Jollyman Park City of Cupertino Domestic Water Piping Bid Set 221116-2 January 2024 M. MSS SP-67 (Manufacturers Standardization Society of the Valve and Fittings Industry) - Butterfly Valves. N. MSS SP69 (Manufacturers Standardization Society of the Valve and Fittings Industry) - Pipe Hangers and Supports - Selection and Application. O. MSS SP-80 (Manufacturers Standardization Society of the Valve and Fittings Industry) - Bronze Gate, Globe, Angle and Check Valves. P. MSS SP89 (Manufacturers Standardization Society of the Valve and Fittings Industry) - Pipe Hangers and Supports - Fabrication and Installation Practices. Q. MSS SP-110 (Manufacturers Standardization Society of the Valve and Fittings Industry) - Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends. R. ASME A1126.1 (American Society of Mechanical Engineers) - Water Hammer Arrestors. S. ASSE 1011 (American Society of Sanitary Engineering) - Hose Connection Vacuum Breakers. T. ASSE 1013 (American Society of Sanitary Engineering) - Backflow Preventers, Reduced Pressure Principle. U. AWWA C506 (American Water Works Association) - Backflow Prevention Devices - Reduced Pressure Principle and Double Check Valve Types. V. PDI WH-201 (Plumbing and Drainage Institute) - Water Hammer Arrestors. 1.4 SUBMITTALS A. Submit restroom design for code, and quality control review. Submit no less than one full set, one half set, and one .pdf soft set. B. Cut sheets submittal Procedures: Submit 7 sets for approval. C. Product Data: 1. Submit data on pipe materials; pipe fittings, valves, and accessories. Submit manufacturers catalog information. Indicate valve data and ratings. D. Manufacturer's Installation Instructions: Submit installation instructions for valves and accessories. E. Manufacturer's Certificate: Certify products meet or exceed specified requirements. 1.5 CLOSEOUT SUBMITTALS A. Refer to City of Cupertino General Conditions. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Domestic Water Piping March 2024 221116-3 1.6 QUALITY ASSURANCE A. Perform Work in accordance with: 1. 2010 California Building Code (CBC) 2. 2010 California Plumbing Code (CPC) B. Obtain a No-Fee Plumbing Permit from the Department of Public Works. Maintain copy of permit document on site. 1.7 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three year’s experience. B. Installer: Company specializing in performing Work of this section with minimum three year’s experience. 1.8 DELIVERY, STORAGE, AND HANDLING A. Product Requirements: Product storage and handling requirements. B. Accept valves and equipment on site in shipping containers with labeling in place. Inspect for damage. C. Provide temporary protective coating on cast iron and steel valves. D. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. E. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. 1.9 FIELD MEASUREMENTS A. Verify field measurements prior to fabrication. 1.10 WARRANTY A. Final Guarantee: Contractor shall provide guarantee according to City of Cupertino General Conditions. PART 2 - PRODUCTS 2.1 WATER PIPING, BURIED BEYOND 5 FEET OF DRINKING FOUNTAIN A. Copper Tubing: ASTM B88, Type K, hard drawn. All-Inclusive Playground at Jollyman Park City of Cupertino Domestic Water Piping Bid Set 221116-4 January 2024 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, solder, Grade 95TA. 2.2 WATER PIPING, BURIED WITHIN 5 FEET OF DRINKING FOUNTAIN A. Copper Tubing: ASTM B88, Type K, hard drawn. 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, solder, Grade 95TA. 2.3 WATER PIPING, ABOVE GRADE A. Copper Tubing: ASTM B88, Type L, hard drawn. 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, solder, Grade 95TA. 2.4 FLANGES, UNIONS, AND COUPLINGS A. Pipe Size 3 inches and Under: 1. Copper tube and pipe: Class 150 bronze unions with soldered joints. B. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. 2.5 GATE VALVES A. Up to and including 3 inches: 1. MSS SP-80, Class 150, bronze body, bronze trim, rising stem, hand 2. wheel, inside screw, solid wedge disc, solder ends. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify excavations are to required grade, dry, and not over-excavate 3.2 PREPARATION A. Ream pipe and tube ends. Remove burrs. B. Remove scale and dirt, on inside and outside, before assembly. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Domestic Water Piping March 2024 221116-5 3.3 INSTALLATION A. Furnish materials in accordance with San Jose Water standards. B. Install non-conducting dielectric connections wherever jointing dissimilar metals. C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls. D. Install piping to maintain headroom without interfering with use of space or taking more space than necessary. E. Group piping whenever practical at common elevations. F. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. G. Provide access where valves and fittings are not exposed. Coordinate size and location of access doors with other trades. H. Establish elevations of buried piping to obtain not less than 2 ft of cover. I. Excavate and backfill in accordance with City of Cupertino Public Work's standards. J. Install valves with stems upright or horizontal, not inverted. K. Sleeve pipes passing through partitions, walls and floors. L. Inserts: 1. Provide inserts for placement in concrete forms. 2. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. M. Pipe Hangers and Supports: 1. Install in accordance with ASME B31.9 ASTM F708 and MSS SP89. 2. Support horizontal piping as schedule 3. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. 4. Place hangers within 12 inches of each horizontal elbow. 5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe. 6. Provide copper plated hangers and supports for copper piping. 7. Prime coat exposed steel hangers and supports. 8. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. N. Install potable water protection devices on plumbing lines where contamination of domestic water may occur; on boiler feed water lines, chiller feed lines, janitor rooms, fire sprinkler systems, premise isolation, irrigation systems, flush valves, interior and exterior hose bibs. O. Install water hammer arrestor complete with accessible isolation valve on cold water supply piping to lavatories. All-Inclusive Playground at Jollyman Park City of Cupertino Domestic Water Piping Bid Set 221116-6 January 2024 P. Place pipe tracing conductor with buried non-metallic potable water pipes. 3.4 INTERFACE WITH OTHER PRODUCTS A. Install unions downstream of valves and at equipment or apparatus connections. B. Install brass male adapters each side of valves in copper piped system. Solder adapters to pipe. C. Install valves for shut-off and to isolate equipment, part of systems, vertical risers, and batteries of fixtures. 3.5 ERECTION TOLERANCES A. Slope water piping minimum 0.25 percent and arrange to drain at low points. 3.6 CLEANING A. Disinfecting of Domestic Water B. Prior to starting work, verify system is complete, flushed and clean. C. Verify pH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (hydrochloric). D. Inject disinfectant, free chlorine in liquid, powder and tablet or gas form, throughout system to obtain residual from 50 to 80 mg/L. E. Bleed water from outlets to obtain distribution and test for disinfectant residual at minimum 15 percent of outlets. F. Maintain disinfectant in system for 24 hours. G. When final disinfectant residual tests less than 25 mg/L, repeat treatment. H. Flush disinfectant from system until residual concentration is equal to incoming water or 1.0 mg/L. I. Take samples no sooner than 24 hours after flushing, from 2 outlets and from water entry, and analyze in accordance with AWWA C651. J. Provide disinfection report END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-1 SECTION 26 05 00 GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 DESCRIPTION OF WORK: A. The work of this Section consists of providing all required labor, supervision, materials and equipment (except equipment furnished by the Owner to be installed by the Contractor) to satisfactorily complete the work shown on the drawings and/or specified in all Sections of Division 26 and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete and fully operating facility. The work shall include but not be limited to the following: 1. Furnish and install all required in-place equipment, conduits, conductors, cables and any miscellaneous materials for the satisfactory interconnection and operation of all associated electrical systems. 1.02 RELATED WORK: A. This Section provides the basic Electrical Requirements which supplement the City of Cupertino Project Manual and apply to all Sections of Division 26. 1.03 STANDARDS AND CODES: A. All work and material shall be in compliance with and according to the requirements of the latest revision of the following standards and codes: 1. 2022 California Electrical Code (CEC) 2. National Fire Protection Association (NFPA): a. 70 National Electrical Code (NEC) / 2022 California Electrical Code (CEC) 3. American National Standards Institute (ANSI) Publications: a. C2-02 National Electrical Safety Code 4. Code of Federal Regulations (CFR): a. 29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out) 5. Electronics Industries Association / Telecommunications Industries Association (EIA / TIA) 6. Institute of Electrical and Electronics Engineers (IEEE) 7. National Electrical Testing Association (NETA): a. Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems, Standard ATS 8. National Electrical Manufacturers Association (NEMA) 9. Occupational Safety and Health Act (OSHA) Standards 10. State of California Public Utilities Commission: a. General Order 128 Rules for Construction of Underground Electric Supply and Communication Systems 11. Variances: In instances where two or more codes are at variance, the most restrictive requirement shall apply. 12. Underwriter Laboratories (UL) listing is required for all equipment and materials where such listing is offered by the Underwriters Laboratories. Safety labeling and listing by other organizations, such as ETL Testing Laboratories, may be substituted for UL labeling and listing if acceptable to the Owner. Provide service entrance labels for all equipment required by the NEC to have such labels. 1.04 SUBMITTALS: A. Refer to City of Cupertino Project Manual. Submit to the Engineer shop drawings, manufacturer’s data and certificates for equipment, materials and finish, and pertinent details for each system specified. Obtain approval before procurement, fabrication, or delivery of the items to the job site. Partial submittals are not acceptable and will be returned without review. 1.05 CONTRACT DOCUMENTS: A. Contractor shall review the Drawings and Specification Divisions of other trades and perform the electrical work that will be required for the installations. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-2 1. Should there be a need to deviate from the Electrical Drawings and Specifications, submit written details and reasons for all changes to the Engineer for favorable review. 2. All drawings and divisions of these specifications shall be considered as whole. This Contractor shall report any apparent discrepancies prior to submitting bids. 3. Should there be a conflict or discrepancy between the drawings and specifications, or between different drawings sheets, or between different specification sections, the most expensive option shall be required, at the discretion of the Engineer. B. Drawings: 1. The Drawings shall govern the general layout of the completed construction: a. Locations of equipment, inserts, anchors, panels, pullboxes, manholes, conduits, stub-ups, fittings, power and convenience outlets, lighting fixtures and ground connections are approximate unless dimensioned; verify locations with the Engineer prior to installation. Field verify scaled dimensions on Drawings. b. The general arrangement and location of existing conduits, piping, apparatus, etc., is shown as existing on drawings or specified. The drawings and specifications are for the assistance and guidance of the Contractor, exact locations, distances and elevations are governed by actual field conditions. Extreme accuracy of data given herein and on the drawings is not guaranteed. Minor changes may be necessary to accommodate work. The Contractor is responsible for verifying existing conditions. Should it be necessary to deviate from the design due to interference with existing conditions or work in progress, claims for additional compensation shall be limited to those for work required by unforeseen conditions as determined by the Engineer. 1.06 COORDINATION: A. Coordinate the electrical work with the other trades, code authorities, utilities and the Engineer: 1. Failure to accomplish this coordination is not a basis for additional cost reimbursement to the Contractor. 2. Coordinate does not mean to only send a Request For Information. Coordinate implies that the Contractor is to take the lead in bringing all of the necessary organizations together to coordinate the work and to provide for the associated costs. B. Where connections must be made to existing installations, properly schedule all the required work, including the power shutdown periods. Schedule and carry out shutdowns so as to cause the least disruption to operation of the Owner’s facilities: 1. Include costs for work during non-normal working hours and temporary facilities as may be required. 2. Include costs as necessary for sub-Contractors as necessary to accomplish the specified work. C. When two trades join together in an area, make certain that no electrical work is omitted. Failure to accomplish this coordination is not a basis for additional cost reimbursement to the Contractor. D. Operations: 1. Perform all work in compliance with City of Cupertino Project Manual: a. Keep the number and duration of power shutdown periods to a minimum. b. Where shutdowns are required, coordinate time and duration with Owner and Utility representatives a minimum of 2 weeks in advance. c. All shutdowns which would interfere with the operations of Owner’s equipment or facilities shall be coordinated with the Owner a minimum of 15 days in advance. 1) Where Owner’s equipment or facilities must remain operational during the shutdown, provide sufficient means to temporarily backup the interrupted services for the duration of the interruption. d. Show all proposed shutdowns and their expected duration on the construction schedule. 1) If the construction schedule is created and maintained by others, make sure that the associated information is incorporated. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-3 2) Failure by the Contractor to properly schedule and plan for such activities is not a basis for additional compensation. e. Carry out shutdown only after the Engineer has favorably reviewed the schedule. Submit power/communications interruption schedule 15 days prior to date of interruption. Failure to provide schedule with adequate review time may result in rescheduling of the work at the Contractor’s expense. E. Construction Power: 1. See Division 1 Temporary Utilities. F. Storage: 1. Provide adequate storage for all equipment and materials which will become part of the completed facility so that it is protected from sun, weather, condensation, dust, water, or construction operations. G. Damaged Products: 1. Notify the Engineer in writing in the event that any equipment or material is damaged. Obtain approval from the Engineer and Manufacturer before making repairs to damaged products. H. Order material in such a timely manner and after approval of the same so as to ensure that the approved material is available to be installed on site in a timely manner. Additional costs or substitutions necessitated because the Contractor failed to order material in a timely manner are not reimbursable. Costs associated with processing of paperwork by the Owner and design consultants resultant of such failures to coordinate the work by the Contractor shall have such costs reimbursed by the Contractor. 1.07 LOCATIONS: A. General: Use equipment, materials and wiring methods suitable for the types of locations in which they are located. 1. Dry Locations: a. All those indoor areas which do not fall within the definition below for Wet Locations and which are not otherwise designated on the Drawings. 2. Wet Locations: a. All locations exposed to the weather or contact with water (such as kitchen areas subject to directional water spray as a means of cleaning surfaces), whether under a roof or not, unless otherwise designated on the Drawings. 1.08 SAFETY AND INDEMNITY: A. Lock out Requirements: 1. Provide disconnecting means capable of being locked out for machines and other equipment to prevent unexpected startup or release of stored energy in accordance with 29 CFR 1910.147 B. The Contractor is solely and completely responsible for conditions of the job site including safety of all persons and properly during performance of the work. This requirement will apply continually and not be limited to normal working hours. 1. No act, service, drawing review or construction review by the Owner, the Engineer or their Consultants is intended to include reviews of the adequacy of the Contractors safety measures in or near the construction site. PART 2 PRODUCTS 2.01 STANDARD OF QUALITY: A. Material and Equipment: Provide materials and equipment that are new and are current products of manufacturers regularly engaged in the production of such products. The standard products shall have been in satisfactory commercial or industrial use for two years prior to bid opening. The two-year period includes use of equipment and materials of similar size under similar circumstances. For uniformity, only one manufacturer will be accepted for each type of product. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-4 B. Service Support: Submit a certified list of qualified permanent service organizations including their addresses and qualification for support of the equipment. These service organizations shall be convenient to the equipment installation and able to render service to the equipment on a regular and emergency basis during the warranty period of the contract. C. Manufacturer’s Recommendations: Where installation procedures are required to be in accordance with manufacturer’s recommendations, furnish printed copies of the recommendations prior to installation. Installation of the item shall not proceed until recommendations are received. Failure to furnish recommendation shall be cause for rejection of the equipment or material. 2.02 FASTENERS: A. Fasteners for securing equipment to walls, floors and the like shall be either hot-dip galvanized after fabrication or stainless steel. 2.03 FINISH REQUIREMENTS: A. Equipment: Refer to each electrical equipment section of these Specifications for painting requirements of equipment enclosures. Repair any final paint finish which has been damaged or is otherwise unsatisfactory, to the satisfaction of the Engineer. B. In finished areas, paint all exposed conduits, boxes and fittings to match the color of the surface to which they are affixed. PART 3 EXECUTION 3.01 INSTALLATION: A. Ensure that all equipment and materials fit properly in their installation. B. Perform any required work to correct improperly fit installation at no additional expense to the Owner. C. Equipment Installation: 1. Provide the required inserts, bolts and anchors, and securely attach all equipment and materials to their supports. 2. In all rooms with concrete floors, install all floor mounted equipment on reinforced concrete pads as shown. Insure that pads are seismically secured to the building structure. The Contractor, suppliers, and fabricators shall take this requirement into consideration when designing, fabricating, and installing panels and other enclosures so that height above the floor of the operating handles of electrical devices meets the requirements of these Specifications and applicable codes. 3. Mount all metal panels which are mounted on or abutting concrete walls or any outside walls a minimum of ¼ inch from the wall, and paint the back sides of the panels with Bituminous Coating, Rust-oleum C9578 Coal Tar Epoxy Coating or approved equal. Film thickness shall be 10 mils minimum. D. Cutting, Drilling and Welding: 1. Provide the required cutting, drilling welding that is required for the electrical construction work. Comply with Division 1 requirements. 2. Structural members shall not be cut or drilled, except after approval by the Engineer. Use a core drill wherever it is necessary to drill through concrete or masonry. 3. Provide the required welding for equipment supports. Conduits and fittings shall not be welded to structural steel. Where welding is required, it shall be accomplished by tradesmen certified to do such work. Provide fire and other protection as appropriate. 3.02 FIELD TESTS: A. Test shall be in accordance with Acceptance Testing specifications issued by the National Electrical Testing Association (NETA). B. Perform equipment field tests and adjustments. Properly calibrate, adjust and operationally check all circuits and components, and demonstrate as ready for service. Perform each operational check three times to ensure the circuit and components are working properly. Make additional calibration and adjustments if it is determined later that the initial adjustments All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-5 are not satisfactory for proper performance. Perform equipment field test for equipment where equipment field tests are specified in the equipment Specifications. Give sufficient notice to the Engineer prior to any test so that the tests may be witnessed. C. Provide instruments, other equipment, temporary facilities as may be necessary, and material required for the tests. These shall be of the type designed for the type of tests to be performed and shall be calibrated by a recognized testing laboratory within three months prior to testing. D. Operational Tests: Operationally test all circuits to demonstrate that the circuits and equipment have been properly installed and adjusted and are ready for full-time service. Demonstrate the proper functioning of circuits in all modes of operation, including alarm conditions. E. Re-testing will be required for all unsatisfactory tests after the equipment or system has been repaired. Re-test all related equipment and systems if required by the Engineer. Repair and re-test equipment and systems which have been satisfactorily tested but later fail, until satisfactory performance is obtained. F. Perform calibration and adjustment on all equipment. Where the values for adjustment are not shown on the Drawings, obtain the proper values from the Engineer. G. Maintain records of each test and submit five copies to the Engineer when testing is complete. All tests shall be witnessed by the Owner and/or Engineer at their discretion. These records shall include: 1. Name of equipment tested. 2. Date of report. 3. Date of test. 4. Description of test setup. 5. Identification and rating of test equipment. 6. Test results and data. 7. Name of person performing test. 8. Owner or Engineer’s initials. H. Items requiring testing as a minimum: 1. Ground field grid. 2. Circuit Breakers. 3.03 PAINTING OF EQUIPMENT: A. Factory Applied: Electrical equipment shall have factory applied painting system which shall, as a minimum, meet the requirements of NEMA ICS 6 corrosion-resistance test and the additional requirements specified in the technical section. B. Field Applied: Paint electrical equipment as required to match finish of adjacent surfaces or to meet the indicated or specified safety criteria. 3.04 RECORDS: A. Maintain one copy of the contract Drawing Sheets on the site of the work for recording the record “as built”condition. After completion of the work, the Contractor shall neatly and carefully mark the work as actually constructed, revising, deleting and adding to the Drawing Sheets as required. The following requirements shall be complied with: 1. Drawings and associated as-built changes shall be completed in AutoCAD or Revit and submitted in CAD/Revit as well as PDF format. Documents with hand-written changes or with RFI responses and field sketches pasted on shall not be acceptable. Engineer shall make digital backgrounds of original contract documents available for Contractor’s use upon request. 2. Cable Size and Type: Provide the size and type of each cable installed on the project. 3. Substructure: Where the location of duct lines, adjacent utilities, cable boxes, and manholes are found to different than shown, carefully mark the correct location on the Drawings. Work shall be dimensioned from existing improvements. 4. Record (As Built) Drawings: At the completion of the Work the Contractor shall provide a set of record “as built”drawings over to the Owner for their use. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-6 3.05 CLEAN UP: A. Thoroughly clean all soiled surfaces of installed equipment and materials, including, but not limited to, removal of all dirt, dust, debris, and unused construction materials. B. Upon completion of electrical work, remove all surplus materials, rubbish, and debris that accumulated during the construction work. Leave the entire area neat, clean, and acceptable to the Engineer. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 General Requirements for Electrical Systems 26 05 00-7 END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-1 SECTION 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 GENERAL 1.01 SECTION INCLUDES A. Single conductor building wire. B. Underground feeder and branch-circuit cable. C. Service entrance cable. D. Wiring connectors. E. Electrical tape. F. Heat shrink tubing. G. Oxide inhibiting compound. H. Wire pulling lubricant. I. Cable ties. J. Firestop sleeves. 1.02 RELATED REQUIREMENTS A. Section 26 05 26 - Grounding and Bonding for Electrical Systems: Additional requirements for grounding conductors and grounding connectors. 1.03 REFERENCE STANDARDS A. ASTM B3 - Standard Specification for Soft or Annealed Copper Wire; 2013 (Reapproved 2018). B. ASTM B8 - Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft; 2011 (Reapproved 2017). C. ASTM B33 - Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical Purposes; 2010, with Editorial Revision (2020). D. ASTM B787/B787M - Standard Specification for 19 Wire Combination Unilay-Stranded Copper Conductors for Subsequent Insulation; 2004 (Reapproved 2020). E. ASTM D3005 - Standard Specification for Low-Temperature Resistant Vinyl Chloride Plastic Pressure-Sensitive Electrical Insulating Tape; 2017. F. ASTM D4388 - Standard Specification for Nonmetallic Semi-Conducting and Electrically Insulating Rubber Tapes; 2020. G. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015. H. NECA 121 - Standard for Installing Nonmetallic-Sheathed Cable (Type NM-B) and Underground Feeder and Branch-Circuit Cable (Type UF); 2007. I. NEMA WC 70 - Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy; 2021. J. NETA ATS - Standard For Acceptance Testing Specifications For Electrical Power Equipment And Systems; 2021. K. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. L. UL 44 - Thermoset-Insulated Wires and Cables; Current Edition, Including All Revisions. M. UL 83 - Thermoplastic-Insulated Wires and Cables; Current Edition, Including All Revisions. N. UL 267 - Outline of Investigation for Wire-Pulling Compounds; Most Recent Edition, Including All Revisions. O. UL 486A-486B - Wire Connectors; Current Edition, Including All Revisions. P. UL 486C - Splicing Wire Connectors; Current Edition, Including All Revisions. Q. UL 486D - Sealed Wire Connector Systems; Current Edition, Including All Revisions. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-2 R. UL 493 - Thermoplastic-Insulated Underground Feeder and Branch-Circuit Cables; Current Edition, Including All Revisions. S. UL 510 - Polyvinyl Chloride, Polyethylene, and Rubber Insulating Tape; Current Edition, Including All Revisions. T. UL 854 - Service-Entrance Cables; Current Edition, Including All Revisions. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate sizes of raceways, boxes, and equipment enclosures installed under other sections with the actual conductors to be installed, including adjustments for conductor sizes increased for voltage drop. 2. Coordinate with electrical equipment installed under other sections to provide terminations suitable for use with the conductors to be installed. 3. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work. 1.05 SUBMITTALS A. Product Data: Provide manufacturer's standard catalog pages and data sheets for conductors and cables, including detailed information on materials, construction, ratings, listings, and available sizes, configurations, and stranding. B. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, and installation of product. C. Project Record Documents: Record actual installed circuiting arrangements. Record actual routing for underground circuits. 1.06 QUALITY ASSURANCE A. Comply with requirements of NFPA 70. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. C. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive, inspect, handle, and store conductors and cables in accordance with manufacturer's instructions. 1.08 FIELD CONDITIONS A. Do not install or otherwise handle thermoplastic-insulated conductors at temperatures lower than 14 degrees F, unless otherwise permitted by manufacturer's instructions. When installation below this temperature is unavoidable, notify Architect and obtain direction before proceeding with work. PART 2 PRODUCTS 2.01 CONDUCTOR AND CABLE APPLICATIONS A. Do not use conductors and cables for applications other than as permitted by NFPA 70 and product listing. B. Provide single conductor building wire installed in suitable raceway unless otherwise indicated, permitted, or required. C. Nonmetallic-sheathed cable is not permitted. D. Armored cable is not permitted. E. Metal-clad cable is not permitted. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-3 2.02 CONDUCTOR AND CABLE GENERAL REQUIREMENTS A. Provide products that comply with requirements of NFPA 70. B. Provide products listed, classified, and labeled as suitable for the purpose intended. C. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring, connectors, etc. as required for a complete operating system. D. Comply with NEMA WC 70. E. Thermoplastic-Insulated Conductors and Cables: Listed and labeled as complying with UL 83. F. Thermoset-Insulated Conductors and Cables: Listed and labeled as complying with UL 44. G. Conductors for Grounding and Bonding: Also comply with Section 26 05 26. H. Conductor Material: 1. Provide copper conductors only. Aluminum conductors are not acceptable for this project. Conductor sizes indicated are based on copper. 2. Copper Conductors: Soft drawn annealed, 98 percent conductivity, uncoated copper conductors complying with ASTM B3, ASTM B8, or ASTM B787/B787M unless otherwise indicated. 3. Tinned Copper Conductors: Comply with ASTM B33. I. Minimum Conductor Size: 1. Branch Circuits: 12 AWG. a. Exceptions: 1) 20 A, 120 V circuits longer than 75 feet: 10 AWG, for voltage drop. 2) 20 A, 120 V circuits longer than 150 feet: 8 AWG, for voltage drop. 3) 20 A, 277 V circuits longer than 150 feet: 10 AWG, for voltage drop. 2. Control Circuits: 14 AWG. J. Where conductor size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. K. Conductor Color Coding: 1. Color code conductors as indicated unless otherwise required by the authority having jurisdiction. Maintain consistent color coding throughout project. 2. Color Coding Method: Integrally colored insulation. a. Conductors size 4 AWG and larger may have black insulation color coded using vinyl color coding electrical tape. 3. Color Code: a. 208Y/120 V, 3 Phase, 4 Wire System: 1) Phase A: Black. 2) Phase B: Red. 3) Phase C: Blue. 4) Neutral/Grounded: White. b. Equipment Ground, All Systems: Green. c. For control circuits, comply with manufacturer's recommended color code. 2.03 SINGLE CONDUCTOR BUILDING WIRE A. Manufacturers: 1. Copper Building Wire: a. Cerro Wire LLC: www.cerrowire.com/#sle. b. General Cable Technologies Corporation: www.generalcable.com/#sle. c. Southwire Company: www.southwire.com/#sle. B. Description: Single conductor insulated wire. C. Conductor Stranding: 1. Feeders and Branch Circuits: a. Size 10 AWG and Smaller: Solid. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-4 b. Size 8 AWG and Larger: Stranded. D. Insulation Voltage Rating: 600 V. E. Insulation: 1. Copper Building Wire: Type THHN/THWN or THHN/THWN-2, except as indicated below. a. Size 6 AWGand Larger: Type XHHW-2. b. Installed Underground: Type XHHW-2. c. Fixture Wiring Within Luminaires: Type TFFN/TFN for luminaires with labeled maximum temperature of 90 degrees C; Approved suitable type for luminaires with labeled maximum temperature greater than 90 degrees C. 2.04 UNDERGROUND FEEDER AND BRANCH-CIRCUIT CABLE A. Manufacturers: 1. Southwire Company: www.southwire.com/#sle. B. Description: NFPA 70, Type UF multiple-conductor cable listed and labeled as complying with UL 493, Type UF-B. C. Provide equipment grounding conductor unless otherwise indicated. D. Conductor Stranding: 1. Size 10 AWG and Smaller: Solid. 2. Size 8 AWG and Larger: Stranded. E. Insulation Voltage Rating: 600 V. 2.05 SERVICE ENTRANCE CABLE A. Manufacturers: 1. Copper Service Entrance Cable: a. Cerro Wire LLC: www.cerrowire.com/#sle. b. Encore Wire Corporation: www.encorewire.com/#sle. c. Southwire Company: www.southwire.com/#sle. B. Service Entrance Cable for Above-Ground Use: NFPA 70, Type SE multiple-conductor cable listed and labeled as complying with UL 854, Style R. C. Service Entrance Cable for Underground Use: NFPA 70, Type USE single-conductor cable listed and labeled as complying with UL 854, Type USE-2, and with UL 44 Type RHH/RHW-2. D. Conductor Stranding: Stranded. E. Insulation Voltage Rating: 600 V. 2.06 WIRING CONNECTORS A. Description: Wiring connectors appropriate for the application, suitable for use with the conductors to be connected, and listed as complying with UL 486A-486B or UL 486C as applicable. B. Connectors for Grounding and Bonding: Comply with Section 26 05 26. C. Wiring Connectors for Splices and Taps: 1. Copper Conductors Size 8 AWG and Smaller: Use twist-on insulated spring connectors. 2. Copper Conductors Size 6 AWG and Larger: Usemechanical connectors. D. Wiring Connectors for Terminations: 1. Provide terminal lugs for connecting conductors to equipment furnished with terminations designed for terminal lugs. 2. Where over-sized conductors are larger than the equipment terminations can accommodate, provide connectors suitable for reducing to appropriate size, but not less than required for the rating of the overcurrent protective device. 3. Provide motor pigtail connectors for connecting motor leads in order to facilitate disconnection. 4. Copper ConductorsSize 8 AWG and Larger: Usemechanical connectorswhere connectors are required. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-5 5. Stranded Conductors Size 10 AWG and Smaller: Use crimped terminals for connections to terminal screws. 6. Conductors for Control Circuits: Use crimped terminals for all connections. E. Do not use insulation-piercing or insulation-displacement connectors designed for use with conductors without stripping insulation. F. Do not use push-in wire connectors as a substitute for twist-on insulated spring connectors. G. Twist-on Insulated Spring Connectors: Rated 600 V, 221 degrees F for standard applications and 302 degrees F for high temperature applications; pre-filled with sealant and listed as complying with UL 486D for damp and wet locations. 1. Manufacturers: a. 3M: www.3m.com/#sle. b. Ideal Industries, Inc: www.idealindustries.com/#sle. c. NSI Industries LLC: www.nsiindustries.com/#sle. H. Mechanical Connectors: Provide bolted type or set-screw type. 1. Manufacturers: a. Burndy LLC: www.burndy.com/#sle. b. Ilsco: www.ilsco.com/#sle. c. Thomas & Betts Corporation: www.tnb.com/#sle. I. Crimped Terminals: Nylon-insulated, with insulation grip and terminal configuration suitable for connection to be made. 1. Manufacturers: a. Burndy LLC: www.burndy.com/#sle. b. Ilsco: www.ilsco.com/#sle. c. Thomas & Betts Corporation: www.tnb.com/#sle. 2.07 ACCESSORIES A. Electrical Tape: 1. Manufacturers: a. 3M: www.3m.com/#sle. 2. Vinyl Color Coding Electrical Tape: Integrally colored to match color code indicated; listed as complying with UL 510; minimum thickness of 7 mil; resistant to abrasion, corrosion, and sunlight; suitable for continuous temperature environment up to 221 degrees F. 3. Vinyl Insulating Electrical Tape: Complying with ASTM D3005 and listed as complying with UL 510; minimum thickness of 7 mil; resistant to abrasion, corrosion, and sunlight; conformable for application down to 0 degrees F and suitable for continuous temperature environment up to 221 degrees F. 4. Rubber Splicing Electrical Tape: Ethylene Propylene Rubber (EPR) tape, complying with ASTM D4388; minimum thickness of 30 mil; suitable for continuous temperature environment up to 194 degrees F and short-term 266 degrees F overload service. 5. Electrical Filler Tape: Rubber-based insulating moldable putty, minimum thickness of 125 mil; suitable for continuous temperature environment up to 176 degrees F. 6. Moisture Sealing Electrical Tape: Insulating mastic compound laminated to flexible, all- weather vinyl backing; minimum thickness of 90 mil. B. Heat Shrink Tubing: Heavy-wall, split-resistant, with factory-applied adhesive; rated 600 V; suitable for direct burial applications; listed as complying with UL 486D. 1. Manufacturers: a. 3M: www.3m.com/#sle. b. Burndy LLC: www.burndy.com/#sle. c. Thomas & Betts Corporation: www.tnb.com/#sle. C. Oxide Inhibiting Compound: Listed; suitable for use with the conductors or cables to be installed. 1. Manufacturers: a. Burndy LLC: www.burndy.com/#sle. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-6 b. Ideal Industries, Inc: www.idealindustries.com/#sle. c. Ilsco: www.ilsco.com/#sle. D. Wire Pulling Lubricant: 1. Manufacturers: a. 3M: www.3m.com/#sle. b. American Polywater Corporation: www.polywater.com/#sle. c. Ideal Industries, Inc: www.idealindustries.com/#sle. 2. Listed and labeled as complying with UL 267. 3. Suitable for use with conductors/cables and associated insulation/jackets to be installed. 4. Suitable for use at installation temperature. E. Cable Ties: Material and tensile strength rating suitable for application. 1. Manufacturers: a. Burndy LLC: www.burndy.com/#sle. F. Sealing Systems for Roof Penetrations: Premanufactured components and accessories as required to preserve integrity of roofing system and maintain roof warranty; suitable for cables and roofing system to be installed; designed to accommodate existing penetrations where applicable. 1. Products: a. Menzies Metal Products; Electrical Roof Stack and Cap: www.menzies- metal.com/#sle. b. Menzies Metal Products; Electrical Retro Box: www.menzies-metal.com/#sle. G. Firestop Sleeves: Listed; provide as required to preserve fire resistance rating of building elements. 1. Products: a. HoldRite, a brand of Reliance Worldwide Corporation; HydroFlame Pro Series/HydroFlame Custom Built: www.holdrite.com/#sle. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that interior of building has been protected from weather. B. Verify that work likely to damage wire and cable has been completed. C. Verify that raceways, boxes, and equipment enclosures are installed and are properly sized to accommodate conductors and cables in accordance with NFPA 70. D. Verify that field measurements are as indicated. E. Verify that conditions are satisfactory for installation prior to starting work. 3.02 PREPARATION A. Clean raceways thoroughly to remove foreign materials before installing conductors and cables. 3.03 INSTALLATION A. Circuiting Requirements: 1. Unless dimensioned, circuit routing indicated is diagrammatic. 2. When circuit destination is indicated without specific routing, determine exact routing required. 3. Maintain separation of Class 1, Class 2, and Class 3 remote-control, signaling, and power- limited circuits in accordance with NFPA 70. 4. Maintain separation of wiring for emergency systems in accordance with NFPA 70. 5. Circuiting Adjustments: Unless otherwise indicated, when branch circuits are indicated as separate, combining them together in a single raceway is not permitted. 6. Common Neutrals: Unless otherwise indicated, sharing of neutral/grounded conductors among up to three single phase branch circuits of different phases installed in the same raceway is not permitted. Provide dedicated neutral/grounded conductor for each All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-7 individual branch circuit. B. Install products in accordance with manufacturer's instructions. C. Perform work in accordance with NECA 1 (general workmanship). D. Install underground feeder and branch-circuit cable (Type UF-B) in accordance with NECA 121. E. Installation in Raceway: 1. Tape ends of conductors and cables to prevent infiltration of moisture and other contaminants. 2. Pull all conductors and cables together into raceway at same time. 3. Do not damage conductors and cables or exceed manufacturer's recommended maximum pulling tension and sidewall pressure. 4. Use suitable wire pulling lubricant where necessary, except when lubricant is not recommended by the manufacturer. F. Exposed Cable Installation (only where specifically permitted): 1. Route cables parallel or perpendicular to building structural members and surfaces. 2. Protect cables from physical damage. G. Paralleled Conductors: Install conductors of the same length and terminate in the same manner. H. Secure and support conductors and cables in accordance with NFPA 70 using suitable supports and methods approved by the authority having jurisdiction. Provide independent support from building structure. Do not provide support from raceways, piping, ductwork, or other systems. 1. Installation Above Suspended Ceilings: Do not provide support from ceiling support system. Do not provide support from ceiling grid or allow conductors and cables to lay on ceiling tiles. 2. Installation in Vertical Raceways: Provide supports where vertical rise exceeds permissible limits. I. Terminate cables using suitable fittings. J. Install conductors with a minimum of 12 inches of slack at each outlet. K. Neatly train and bundle conductors inside boxes, wireways, panelboards and other equipment enclosures. L. Group or otherwise identify neutral/grounded conductors with associated ungrounded conductors inside enclosures in accordance with NFPA 70. M. Make wiring connections using specified wiring connectors. 1. Make splices and taps only in accessible boxes. Do not pull splices into raceways or make splices in conduit bodies or wiring gutters. 2. Remove appropriate amount of conductor insulation for making connections without cutting, nicking or damaging conductors. 3. Do not remove conductor strands to facilitate insertion into connector. 4. Clean contact surfaces on conductors and connectors to suitable remove corrosion, oxides, and other contaminates. Do not use wire brush on plated connector surfaces. 5. Mechanical Connectors: Secure connections according to manufacturer's recommended torque settings. N. Insulate splices and taps that are made with uninsulated connectors using methods suitable for the application, with insulation and mechanical strength at least equivalent to unspliced conductors. 1. Dry Locations: Use insulating covers specifically designed for the connectors, electrical tape, or heat shrink tubing. a. For taped connections, first apply adequate amount of rubber splicing electrical tape or electrical filler tape, followed by outer covering of vinyl insulating electrical tape. 2. Damp Locations: Use insulating covers specifically designed for the connectors, electrical tape, or heat shrink tubing. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Low-Voltage Electrical Power Conductors and Cables 26 05 19-8 a. For connections with insulating covers, apply outer covering of moisture sealing electrical tape. b. For taped connections, follow same procedure as for dry locations but apply outer covering of moisture sealing electrical tape. O. Insulate ends of spare conductors using vinyl insulating electrical tape. P. Field-Applied Color Coding: Where vinyl color coding electrical tape is used in lieu of integrally colored insulation as permitted in Part 2 under "Color Coding", apply half overlapping turns of tape at each termination and at each location conductors are accessible. Q. Identify conductors and cables in accordance with Section 26 05 53. R. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section 07 84 00. S. Unless specifically indicated to be excluded, provide final connections to all equipment and devices, including those furnished by others, as required for a complete operating system. 3.04 FIELD QUALITY CONTROL A. Inspect and test in accordance with NETA ATS, except Section 4. B. Perform inspections and tests listed in NETA ATS, Section 7.3.2. The insulation resistance test is required for all conductors. The resistance test for parallel conductors listed as optional is not required. 1. Disconnect surge protective devices (SPDs) prior to performing any high potential testing. Replace SPDs damaged by performing high potential testing with SPDs connected. C. Correct deficiencies and replace damaged or defective conductors and cables. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Grounding and Bonding for Electrical Systems 26 05 26-1 SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Grounding and bonding requirements. B. Conductors for grounding and bonding. C. Connectors for grounding and bonding. D. Ground bars. E. Ground rod electrodes. F. Ground plate electrodes. G. Ground access wells. 1.02 RELATED REQUIREMENTS A. Section 26 05 19 - Low-Voltage Electrical Power Conductors and Cables: Additional requirements for conductors for grounding and bonding, including conductor color coding. 1.03 REFERENCE STANDARDS A. IEEE 81 - IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Grounding System; 2012. B. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015. C. NEMA GR 1 - Grounding Rod Electrodes and Grounding Rod Electrode Couplings; 2017. D. NETA ATS - Standard For Acceptance Testing Specifications For Electrical Power Equipment And Systems; 2021. E. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. F. UL 467 - Grounding and Bonding Equipment; Current Edition, Including All Revisions. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Verify exact locations of underground metal water service pipe entrances to building. 2. Coordinate the work with other trades to provide steel reinforcement complying with specified requirements for concrete-encased electrode. 3. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work. B. Sequencing: 1. Do not install ground rod electrodes until final backfill and compaction is complete. 1.05 SUBMITTALS A. Product Data: Provide manufacturer's standard catalog pages and data sheets for grounding and bonding system components. B. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, and installation of product. C. Field quality control test reports. D. Project Record Documents: Record actual locations of grounding electrode system components and connections. 1.06 QUALITY ASSURANCE A. Comply with requirements of NFPA 70. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Grounding and Bonding for Electrical Systems 26 05 26-2 C. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.01 GROUNDING AND BONDING REQUIREMENTS A. Existing Work: Where existing grounding and bonding system components are indicated to be reused, they may be reused only where they are free from corrosion, integrity and continuity are verified, and where acceptable to the authority having jurisdiction. B. Do not use products for applications other than as permitted by NFPA 70 and product listing. C. Unless specifically indicated to be excluded, provide all required components, conductors, connectors, conduit, boxes, fittings, supports, accessories, etc. as necessary for a complete grounding and bonding system. D. Where conductor size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. E. Grounding System Resistance: 1. Achieve specified grounding system resistance under normally dry conditions unless otherwise approved by Architect. Precipitation within the previous 48 hours does not constitute normally dry conditions. 2. Grounding Electrode System: Not greater than 5 ohms to ground, when tested according to IEEE 81 using "fall-of-potential" method. 3. Between Grounding Electrode System and Major Electrical Equipment Frames, System Neutral, and Derived Neutral Points: Not greater than 0.5 ohms, when tested using "point- to-point" methods. F. Grounding Electrode System: 1. Provide connection to required and supplemental grounding electrodes indicated to form grounding electrode system. a. Provide continuous grounding electrode conductors without splice or joint. b. Install grounding electrode conductors in raceway where exposed to physical damage. Bond grounding electrode conductor to metallic raceways at each end with bonding jumper. 2. Metal Underground Water Pipe(s): a. Provide connection to underground metal domestic and fire protection (where present) water service pipe(s) that are in direct contact with earth for at least 10 feet at an accessible location not more than 5 feet from the point of entrance to the building. b. Provide bonding jumper(s) around insulating joints/pipes as required to make pipe electrically continuous. c. Provide bonding jumper around water meter of sufficient length to permit removal of meter without disconnecting jumper. 3. Concrete-Encased Electrode: a. Provide connection to concrete-encased electrode consisting of not less than 20 feet of either steel reinforcing bars or bare copper conductor not smaller than 4 AWG embedded within concrete foundation or footing that is in direct contact with earth in accordance with NFPA 70. 4. Ground Rod Electrode(s): a. Provide three electrodes in an equilateral triangle configuration unless otherwise indicated or required. b. Space electrodes not less than 10 feet from each other and any other ground electrode. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Grounding and Bonding for Electrical Systems 26 05 26-3 c. Where location is not indicated, locate electrode(s) at least 5 feet outside building perimeter foundation as near as possible to electrical service entrance; where possible, locate in softscape (uncovered) area. d. Provide ground access well for each electrode. 5. Provide additional ground electrode(s) as required to achieve specified grounding electrode system resistance. 6. Ground Bar: Provide ground bar, separate from service equipment enclosure, for common connection point of grounding electrode system bonding jumpers as permitted in NFPA 70. Connect grounding electrode conductor provided for service-supplied system grounding to this ground bar. a. Ground Bar Size: 1/4 by 2 by 12 inches unless otherwise indicated or required. b. Where ground bar location is not indicated, locate in accessible location as near as possible to service disconnect enclosure. c. Ground Bar Mounting Height: 18 inches above finished floor unless otherwise indicated. G. Service-Supplied System Grounding: 1. For each service disconnect, provide grounding electrode conductor to connect neutral (grounded) service conductor to grounding electrode system. Unless otherwise indicated, make connection at neutral (grounded) bus in service disconnect enclosure. 2. For each service disconnect, provide main bonding jumper to connect neutral (grounded) bus to equipment ground bus where not factory-installed. Do not make any other connections between neutral (grounded) conductors and ground on load side of service disconnect. H. Grounding for Separate Building or Structure Supplied by Feeder(s) or Branch Circuits: 1. Provide grounding electrode system for each separate building or structure. 2. Provide equipment grounding conductor routed with supply conductors. 3. For each disconnecting means, provide grounding electrode conductor to connect equipment ground bus to grounding electrode system. 4. Do not make any connections and remove any factory-installed jumpers between neutral (grounded) conductors and ground. I. Bonding and Equipment Grounding: 1. Provide bonding for equipment grounding conductors, equipment ground busses, metallic equipment enclosures, metallic raceways and boxes, device grounding terminals, and other normally non-current-carrying conductive materials enclosing electrical conductors/equipment or likely to become energized as indicated and in accordance with NFPA 70. 2. Provide insulated equipment grounding conductor in each feeder and branch circuit raceway. Do not use raceways as sole equipment grounding conductor. 3. Where circuit conductor sizes are increased for voltage drop, increase size of equipment grounding conductor proportionally in accordance with NFPA 70. 4. Unless otherwise indicated, connect wiring device grounding terminal to branch circuit equipment grounding conductor and to outlet box with bonding jumper. 5. Terminate branch circuit equipment grounding conductors on solidly bonded equipment ground bus only. Do not terminate on neutral (grounded) or isolated/insulated ground bus. 6. Provide bonding jumper across expansion or expansion/deflection fittings provided to accommodate conduit movement. 7. Provide bonding for interior metal piping systems in accordance with NFPA 70. This includes, but is not limited to: a. Metal water piping where not already effectively bonded to metal underground water pipe used as grounding electrode. b. Metal gas piping. 8. Provide bonding for metal building frame. J. Communications Systems Grounding and Bonding: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Grounding and Bonding for Electrical Systems 26 05 26-4 1. Provide intersystem bonding termination at service equipment or metering equipment enclosure and at disconnecting means for any additional buildings or structures in accordance with NFPA 70. 2. Provide bonding jumper in raceway from intersystem bonding termination to each communications room or backboard and provide ground bar for termination. a. Bonding Jumper Size: 6 AWG, unless otherwise indicated or required. b. Ground Bar Size: 1/4 by 2 by 12 inches unless otherwise indicated or required. c. Ground Bar Mounting Height: 18 inches above finished floor unless otherwise indicated. 2.02 GROUNDING AND BONDING COMPONENTS A. General Requirements: 1. Provide products listed, classified, and labeled as suitable for the purpose intended. 2. Provide products listed and labeled as complying with UL 467 where applicable. B. Conductors for Grounding and Bonding, in Addition to Requirements of Section 26 05 26: 1. Use insulated copper conductors unless otherwise indicated. a. Exceptions: 1) Use bare copper conductors where installed underground in direct contact with earth. 2) Use bare copper conductors where directly encased in concrete (not in raceway). C. Connectors for Grounding and Bonding: 1. Description: Connectors appropriate for the application and suitable for the conductors and items to be connected; listed and labeled as complying with UL 467. 2. Unless otherwise indicated, use exothermic welded connections for underground, concealed and other inaccessible connections. 3. Unless otherwise indicated, use exothermic welded connectionsfor accessible connections. 4. Manufacturers - Exothermic Welded Connections: D. Ground Bars: 1. Description: Copper rectangular ground bars with mounting brackets and insulators. 2. Size: As indicated. 3. Holes for Connections: As indicated or as required for connections to be made. 4. Manufacturers: E. Ground Rod Electrodes: 1. Comply with NEMA GR 1. 2. Material: Copper-bonded (copper-clad) steel. 3. Size: 3/4 inch diameter by 10 feet length, unless otherwise indicated. 4. Manufacturers: F. Ground Plate Electrodes: 1. Material: Copper. 2. Size: 24 by 24 by 1/4 inches, unless otherwise indicated. G. Ground Access Wells: 1. Description: Open bottom round or rectangular well with access cover for testing and inspection; suitable for the expected load at the installed location. 2. Size: As required to provide adequate access for testing and inspection, but not less than minimum size requirements specified. 3. Depth: As required to extend below frost line to prevent frost upheaval, but not less than 10 inches. 4. Cover: Factory-identified by permanent means with word "GROUND". 5. Manufacturers: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Grounding and Bonding for Electrical Systems 26 05 26-5 PART 3 EXECUTION 3.01 EXAMINATION A. Verify that work likely to damage grounding and bonding system components has been completed. B. Verify that field measurements are as indicated. C. Verify that conditions are satisfactory for installation prior to starting work. 3.02 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Perform work in accordance with NECA 1 (general workmanship). C. Ground Rod Electrodes: Unless otherwise indicated, install ground rod electrodes vertically. Where encountered rock prohibits vertical installation, install at 45 degree angle or bury horizontally in trench at least 30 inches (750 mm) deep in accordance with NFPA 70 or provide ground plates. 1. Outdoor Installations: Unless otherwise indicated, install with top of rod 6 inches below finished grade. 2. Indoor Installations: Unless otherwise indicated, install with 4 inches of top of rod exposed. D. Ground Plate Electrodes: Unless otherwise indicated, install ground plate electrodes at a depth of not less than 30 inches. E. Make grounding and bonding connections using specified connectors. 1. Remove appropriate amount of conductor insulation for making connections without cutting, nicking or damaging conductors. Do not remove conductor strands to facilitate insertion into connector. 2. Remove nonconductive paint, enamel, or similar coating at threads, contact points, and contact surfaces. 3. Exothermic Welds: Make connections using molds and weld material suitable for the items to be connected in accordance with manufacturer's recommendations. 4. Mechanical Connectors: Secure connections according to manufacturer's recommended torque settings. 5. Compression Connectors: Secure connections using manufacturer's recommended tools and dies. F. Identify grounding and bonding system components in accordance with Section 26 05 53. 3.03 FIELD QUALITY CONTROL A. See Section 01 40 00 - Quality Requirements, for additional requirements. B. Inspect and test in accordance with NETA ATS except Section 4. C. Perform inspections and tests listed in NETA ATS, Section 7.13. D. Perform ground electrode resistance tests under normally dry conditions. Precipitation within the previous 48 hours does not constitute normally dry conditions. E. Investigate and correct deficiencies where measured ground resistances do not comply with specified requirements. F. Submit detailed reports indicating inspection and testing results and corrective actions taken. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-1 SECTION 26 05 33.13 CONDUIT FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Galvanized steel rigid metal conduit (RMC). B. Flexible metal conduit (FMC). C. Liquidtight flexible metal conduit (LFMC). D. Galvanized steel electrical metallic tubing (EMT). E. Rigid polyvinyl chloride (PVC) conduit. F. High-density polyethylene (HDPE) conduit. 1.02 RELATED REQUIREMENTS A. Section 26 05 19 - Low-Voltage Electrical Power Conductors and Cables: Cable assemblies consisting of conductors protected by integral metal armor. B. Section 26 05 26 - Grounding and Bonding for Electrical Systems. 1. Includes additional requirements for fittings for grounding and bonding. C. Section 26 05 33.16 - Boxes for Electrical Systems. 1.03 REFERENCE STANDARDS A. ANSI C80.1 - American National Standard for Electrical Rigid Steel Conduit (ERSC); 2020. B. ANSI C80.3 - American National Standard for Electrical Metallic Tubing -- Steel (EMT-S); 2020. C. ANSI C80.6 - American National Standard for Electrical Intermediate Metal Conduit; 2018. D. ASTM D1002 - Standard Test Method for Apparent Shear Strength of Single-Lap-Joint Adhesively Bonded Metal Specimens by Tension Loading (Metal-to-Metal); 2010 (Reapproved 2019). E. ASTM D1598 - Standard Test Methods for Time-to-Failure of Plastic Pipe Under Constant Internal Pressure; 2021. F. ASTM D1599 - Standard Test Method for Resistance to Short-Time Hydraulic Pressure of Plastic Pipe, Tubing, and Fittings; 2018. G. ASTM D2683 - Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing; 2020. H. ASTM D3261 - Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing; 2016. I. ASTM F1055 - Standard Specification for Electrofusion Type Polyethylene Fittings for Outside Diameter Controlled Polyethylene and Crosslinked Polyethylene (PEX) Pipe and Tubing; 2016a (Reapproved 2022). J. ASTM F2160 - Standard Specification for Solid Wall High Density Polyethylene (HDPE) Conduit Based on Controlled Outside Diameter (OD); 2016. K. ASTM F2176 - Standard Specification for Mechanical Couplings Used on Polyethylene Conduit, Duct and Innerduct; 2017. L. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015. M. NECA 101 - Standard for Installing Steel Conduits (Rigid, IMC, EMT); 2020. N. NECA 111 - Standard for Installing Nonmetallic Raceways (RNC, ENT, LFNC); 2017. O. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; 2014. P. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Conduit; 2020. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-2 Q. NEMA TC 3 - Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and Tubing; 2021. R. NEMA TC 7 - Solid-Wall Coilable and Straight Electrical Polyethylene Conduit; 2021. S. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. T. UL 1 - Flexible Metal Conduit; Current Edition, Including All Revisions. U. UL 6 - Electrical Rigid Metal Conduit-Steel; Current Edition, Including All Revisions. V. UL 360 - Liquid-Tight Flexible Metal Conduit; Current Edition, Including All Revisions. W. UL 514B - Conduit, Tubing, and Cable Fittings; Current Edition, Including All Revisions. X. UL 651 - Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings; Current Edition, Including All Revisions. Y. UL 651A - Schedule 40 and 80 High Density Polyethylene (HDPE) Conduit; Current Edition, Including All Revisions. Z. UL 746C - Polymeric Materials –Use in Electrical Equipment Evaluations; Current Edition, Including All Revisions. AA. UL 797 - Electrical Metallic Tubing-Steel; Current Edition, Including All Revisions. BB. UL 1203 - Explosion-Proof and Dust-Ignition-Proof Electrical Equipment for Use in Hazardous (Classified) Locations; Current Edition, Including All Revisions. CC. UL 1242 - Electrical Intermediate Metal Conduit-Steel; Current Edition, Including All Revisions. DD. UL 2419 - Outline of Investigation for Electrically Conductive Corrosion Resistant Compounds; Current Edition, Including All Revisions. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate minimum sizes of conduits with actual type and quantity of conductors to be installed, including adjustments for conductor sizes increased for voltage drop. 2. Coordinate arrangement of conduits with structural members, ductwork, piping, equipment, and other potential conflicts. 3. Verify exact conduit termination locations required for boxes, enclosures, and equipment. 4. Coordinate work to provide roof penetrations that preserve integrity of roofing system and do not void roof warranty. 5. Notify Architect of conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work. B. Sequencing: 1. Do not begin installation of conductors and cables until installation of conduit between termination points is complete. 1.05 SUBMITTALS A. Product Data: Provide manufacturer's standard catalog pages and data sheets for conduits and fittings. B. Project Record Documents: Record actual routing for conduits installed underground, conduits embedded within concrete slabs, and conduits 2-inch (53 mm) trade size and larger. 1.06 QUALITY ASSURANCE A. Product Listing Organization Qualifications: Organization recognized by OSHA as Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive, inspect, handle, and store conduit and fittings in accordance with manufacturer's instructions. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-3 PART 2 PRODUCTS 2.01 CONDUIT APPLICATIONS A. Do not use conduit and associated fittings for applications other than as permitted by NFPA 70, manufacturer's instructions, and product listing. B. Unless otherwise indicated and where not otherwise restricted, use conduit types indicated for specified applications. Where more than one listed application applies, comply with most restrictive requirements. Where conduit type for particular application is not specified, use galvanized steel rigid metal conduit. C. Underground: 1. Under Slab on Grade: Use rigid PVC conduit. 2. Exterior, Direct-Buried: Use rigid PVC conduit. 3. Exterior, Embedded Within Concrete: Use rigid PVC conduit. 4. Where rigid polyvinyl chloride (PVC) conduit or high-density polyethylene (HDPE) conduit is provided, transition to galvanized steel rigid metal conduit (RMC)where emerging from underground. 5. Where rigid polyvinyl (PVC) conduitlarger than 2-inch (53 mm) trade sizeis provided, use galvanized steel rigid metal conduit (RMC) elbowsfor bends. 6. Where galvanized steel rigid metal conduit (RMC) or galvanized steel intermediate metal conduit (IMC) is installed in direct contact with earth, usecorrosion protection tape, factory-applied corrosion protection coating, or field-applied corrosion protection compoundacceptable to authorities having jurisdiction to provide supplementary corrosion protection. 7. Where steel conduit emerges from concrete into soil, use corrosion protection tapeto provide supplementary corrosion protection for a minimum of 4 incheson either side of where conduit emerges. D. Embedded Within Concrete: 1. Within Slab on Grade(within structural slabs only where approved by Structural Engineer): Userigid PVC conduit. 2. Within Slab Above Ground(within structural slabs only where approved by Structural Engineer): Userigid PVC conduit. 3. Within Concrete Walls Above Ground: Use rigid PVC conduit. 4. Where rigid polyvinyl (PVC) conduit is provided, transition to galvanized steel rigid metal conduit (RMC)where emerging from concrete. 5. Where galvanized steel electrical metallic tubing (EMT) or galvanized steel rigid metal conduit (RMC) emerges from concrete into salt air, use corrosion protection tape, factory- applied corrosion protection coating, or field-applied corrosion protection compound acceptable to authorities having jurisdiction to provide supplementary corrosion protection for minimum of 4 inches on either side of where conduit emerges. E. Concealed Within Hollow Masonry Walls: Use galvanized steel rigid metal conduit or electrical metallic tubing (EMT). F. Concealed Within Hollow Stud Walls: Use electrical metallic tubing (EMT). G. Concealed Above Accessible Ceilings: Use electrical metallic tubing (EMT). H. Interior, Damp or Wet Locations: Use galvanized steel rigid metal conduit (RMC). I. Exposed, Interior, Not Subject to Physical Damage: Use electrical metallic tubing (EMT). J. Exposed, Interior, Subject to Physical Damage: Use galvanized steel rigid metal conduit. 1. Locations subject to physical damage include, but are not limited to: a. Where exposed below 8 feet, except within electrical and communication rooms or closets. b. Where exposed below 20 feet in warehouse areas. K. Exposed, Exterior: Use galvanized steel rigid metal conduit. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-4 L. Concealed, Exterior, Not Embedded in Concrete or in Contact With Earth: Use galvanized steel rigid metal conduit or electrical metallic tubing (EMT). M. Flexible Connections to Luminaires Above Accessible Ceilings: Use flexible metal conduit (FMC). 1. Maximum Length: 6 feet. N. Flexible Connections to Vibrating Equipment: 1. Dry Locations: Use flexible metal conduit (FMC). 2. Damp, Wet, or Corrosive Locations: Use liquidtight flexible metal conduit (LFMC). 3. Maximum Length: 6 feet unless otherwise indicated. 4. Vibrating equipment includes, but is not limited to: a. Transformers. b. Motors. 2.02 CONDUIT - GENERAL REQUIREMENTS A. Comply with NFPA 70. B. Electrical Service Conduits: See Section 26 21 00 for additional requirements. C. Fittings for Grounding and Bonding: See Section 26 05 26 for additional requirements. D. Provide conduit, fittings, supports, and accessories required for complete raceway system. E. Provide products listed, classified, and labeled as suitable for purpose intended. F. Minimum Conduit Size, Unless Otherwise Indicated: 1. Branch Circuits: 3/4 inch (21 mm)trade size. 2. Underground, Interior: 1 inch (27 mm)trade size. 3. Underground, Exterior: 1-inch trade size. G. Where conduit size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. 2.03 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) A. Manufacturers: 1. Allied Tube & Conduit, a division of Atkore International: www.alliedeg.com/#sle. 2. Western Tube, a division of Zekelman Industries: www.westerntube.com/#sle. 3. Wheatland Tube, a division of Zekelman Industries: www.wheatland.com/#sle. B. Conduit with integral fittings, such as Allied Tube and Conduit's "Kwik-Couple" are not permitted. C. Interior conduits shall be color-coded based on the wiring or system type they serve. Paint shall be factory applied by the manufacturer 1. Normal Power Systems: No color 2. Emergency and Standby Power Systems: Yellow 3. Fire Alarm: Red 4. Security: Orange 5. Telephone and Data: Blue 6. Audio/Visual: Purple 7. Other Low Voltage: Green D. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit complying with ANSI C80.1 and listed and labeled as complying with UL 6. E. Fittings: 1. Manufacturers: a. ABB; T&B: www.electrification.us.abb.com/#sle. b. Allied Tube & Conduit, a division of Atkore International: www.alliedeg.us/#sle. c. Emerson Electric Co; O-Z/Gedney: www.emerson.com/#sle. 2. Nonhazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B or UL 6. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-5 3. Hazardous/Classified Locations: Use fittings listed and labeled as complying with UL 1203 for classification of installed location. 4. Material: Use steel or malleable iron. a. Do not use die cast zinc fittings. 5. Connectors and Couplings: Use threaded type fittings only. Threadless fittings, including set screw and compression/gland types, are not permitted. 2.04 FLEXIBLE METAL CONDUIT (FMC) A. Manufacturers: 1. AFC Cable Systems, a division of Atkore International: www.afcweb.com/#sle. B. Description: NFPA 70, Type FMC standard-wall steel flexible metal conduit listed and labeled as complying with UL 1, and listed for use in classified firestop systems. C. Fittings: 1. Manufacturers: a. ABB; T&B: www.electrification.us.abb.com/#sle. b. Emerson Electric Co; O-Z/Gedney: www.emerson.com/#sle. 2. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B. 3. Material: Use steel or malleable iron. a. Do not use die cast zinc fittings. 2.05 LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) A. Manufacturers: 1. AFC Cable Systems, a division of Atkore International: www.afcweb.com/#sle. B. Description: NFPA 70, Type LFMC polyvinyl chloride (PVC) jacketed steel flexible metal conduit listed and labeled as complying with UL 360. C. Fittings: 1. Manufacturers: a. ABB; T&B: www.electrification.us.abb.com/#sle. b. Emerson Electric Co; O-Z/Gedney: www.emerson.com/#sle. 2. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B. 3. Material: Use steel or malleable iron. a. Do not use die cast zinc fittings. 2.06 GALVANIZED STEEL ELECTRICAL METALLIC TUBING (EMT) A. Manufacturers: 1. Allied Tube & Conduit, a division of Atkore International: www.alliedeg.com/#sle. 2. Western Tube, a division of Zekelman Industries: www.westerntube.com/#sle. 3. Wheatland Tube, a division of Zekelman Industries: www.wheatland.com/#sle. B. Description: NFPA 70, Type EMT galvanized steel electrical metallic tubing complying with ANSI C80.3 and listed and labeled as complying with UL 797. C. Conduits with integral fittings similar to Allied Tube & Conduit's "Kwik-Fit" shall not be used. D. Interior conduits shall be color-coded based on the wiring or system type they serve. Paint shall be factory applied by the manufacturer 1. Normal Power Systems: No color 2. Emergency and Standby Power Systems: Yellow 3. Fire Alarm: Red 4. Security: Orange 5. Telephone and Data: Blue 6. Audio/Visual: Purple 7. Other Low Voltage: Green E. Fittings: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-6 1. Manufacturers: a. ABB; T&B: www.electrification.us.abb.com/#sle. b. Allied Tube & Conduit, a division of Atkore International: www.alliedeg.us/#sle. c. Emerson Electric Co; O-Z/Gedney: www.emerson.com/#sle. 2. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B. 3. Material: Use steel or malleable iron. a. Do not use die cast zinc fittings. 4. Connectors and Couplings: Use compression/gland or set-screw type. a. Do not use indenter type connectors and couplings. 2.07 RIGID POLYVINYL CHLORIDE (PVC) CONDUIT A. Manufacturers: 1. ABB; Carlon: www.carlon.com/#sle. 2. Allied Tube & Conduit, a division of Atkore International: www.alliedeg.com/#sle. 3. Cantex Inc: www.cantexinc.com/#sle. B. Description: NFPA 70, Type PVC rigid polyvinyl chloride conduit complying with NEMA TC 2 and listed and labeled as complying with UL 651; Schedule 40 unless otherwise indicated, Schedule 80 where subject to physical damage; rated for use with conductors rated 90 degrees C. C. Fittings: 1. Expansion fittings similar to Carlon's "E945" series shall not be used. 2. Manufacturer: Same as manufacturer of conduit to be connected. 3. Description: Fittings complying with NEMA TC 3 and listed and labeled as complying with UL 651; material to match conduit. 2.08 HIGH-DENSITY POLYETHYLENE (HDPE) CONDUIT A. Manufacturers: 1. ABB; Carlon: www.electrification.us.abb.com/#sle. 2. Blue Diamond Industries, LLC: www.bdiky.com/#sle. 3. Eastern Wire + Conduit, a division of Atkore International: www.easternwire.com/#sle. B. Description: NFPA 70, Type HDPE high-density polyethylene solid-wall conduit complying with ASTM F2160 and NEMA TC 7; list and label as complying with UL 651A; Schedule 40 unless otherwise indicated. C. Joining Methods: Approved by HDPE conduit manufacturer. D. Mechanical Fittings: Comply with ASTM F2176; list and label as complying with UL 651A. E. Butt Heat Fusion Fittings: Comply with ASTM D3261. F. Socket Fusion Fittings: Comply with ASTM D2683. G. Electrofusion Fittings: Comply with ASTM F1055. 2.09 ACCESSORIES A. Corrosion Protection Tape: PVC-based, minimum thickness of 20 mil, 0.020 inch. B. Conduit Joint Compound: Corrosion-resistant, electrically conductive compound listed as complying with UL 2419; suitable for use with conduit to be installed. C. Solvent Cement for PVC Conduit and Fittings: As recommended by manufacturer of conduit and fittings to be installed. D. Adhesive for HDPE Conduit: 1. Specifically designed for bonding dissimilar materials in lieu of transition fittings, including but not limited to polyethylene, fiberglass, PVC, aluminum, and steel; UL 746C recognized. 2. Approved by adhesive manufacturer for use with materials to be joined. 3. Adhesive Shear Strength: Not less that 100 psi, when tested in accordance with ASTM D1002. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-7 4. Hydrostatic Pressure Resistance: No leaks, when tested in accordance with ASTM D1598 at 120 psi for 1,000 hours and when tested in accordance with ASTM D1599 at 250 psi. 5. Products: a. American Polywater Corporation; Polywater BonDuit Conduit Adhesive: www.polywater.com/#sle. E. Pull Strings: Use nylon or polyester tape with average breaking strength of not less than 1,250 lbf. F. Foam Conduit Sealant: 1. Removable, two-part, closed-cell foam, specifically designed for sealing conduit openings against water, moisture, gases, and dust. 2. Suitable for use with conductors/cables and associated insulation/jackets to be installed. 3. Rated to hold minimum of 10 ft water head pressure. 4. Products: a. American Polywater Corporation; Polywater AFT Foam Duct Sealant: www.polywater.com/#sle. b. American Polywater Corporation; Polywater FST Foam Duct Sealant: www.polywater.com/#sle. G. Conduit Mechanical Seals: 1. Listed as complying with UL 514B. 2. Specifically designed for sealing conduit openings against water, moisture, gases, and dust. 3. Suitable for sealing around conductors/cables to be installed. 4. Products: a. American Polywater Corporation; PHRD SG Mechanical Seals: www.polywater- haufftechnik.com/#sle. H. Sealing Compound for Hazardous/Classified Location Sealing Fittings: Listed for use with particular fittings to be installed. I. Sealing Systems for Concrete Penetrations: 1. Sleeves: Provide water stop ring or cement coating that bonds to concrete to prevent water infiltration. 2. Rate for minimum of 40 psig; suitable for sealing around conduits to be installed. 3. Products: a. American Polywater Corporation; PZVR Cement-Coated Concrete Wall Sleeves: www.polywater-haufftechnik.com/#sle. b. American Polywater Corporation; PHSD Mechanical Seals: www.polywater- haufftechnik.com/#sle. c. American Polywater Corporation; PHSI 150 Varia Double Wall Inserts: www.polywater-haufftechnik.com/#sle. d. American Polywater Corporation; PGKD Modular Seals: www.polywater- haufftechnik.com/#sle. J. Sealing Systems for Roof Penetrations: Premanufactured components and accessories as required to preserve integrity of roofing system and maintain roof warranty; suitable for conduits and roofing system to be installed; designed to accommodate existing penetrations where applicable. 1. Products: a. Alta Products, LLC; Sigrist Pipe Chase Housing, Curbs, and Exit Seals: www.altaproductsllc.com/#sle. b. Menzies Metal Products; Electrical Roof Stack and Cap: www.menzies- metal.com/#sle. c. Menzies Metal Products; Electrical Retro Box: www.menzies-metal.com/#sle. K. Flashing Panels for Exterior Wall Penetrations: Premanufactured components and accessories as required to preserve integrity of building envelope; suitable for conduits and facade materials All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-8 to be installed. 1. Products: a. Quickflash Weatherproofing Products, Inc: www.quickflashproducts.com/#sle. L. Duct Bank Spacers: Nonmetallic; designed for maintaining conduit/duct spacing for concrete encasement in open trench installation; suitable for conduit/duct arrangement to be installed. 1. Products: a. Advance Products & Systems, LLC; Duct Bank Spacers: www.apsonline.com/#sle M. Firestop Sleeves: Listed; provide as required to preserve fire resistance rating of building elements. 1. Products: a. HoldRite, a brand of Reliance Worldwide Corporation; HydroFlame Pro Series/HydroFlame Custom Built: www.holdrite.com/#sle. N. Bore Spacers: Nonmetallic; designed for maintaining conduit/duct spacing for installation within casing; furnished with roller wheels to facilitate installation, openings to facilitate grout flow, and holes for stabilization cable; suitable for casing and conduit/duct arrangement to be installed. 1. Products: a. Advance Products & Systems, LLC; Bore Spacers: www.apsonline.com/#sle. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as indicated. B. Verify that mounting surfaces are ready to receive conduits. C. Verify that conditions are satisfactory for installation prior to starting work. 3.02 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install conduit in accordance with NECA 1. C. Install galvanized steel rigid metal conduit (RMC) in accordance with NECA 101. D. Install intermediate metal conduit (IMC) in accordance with NECA 101. E. Install rigid polyvinyl chloride (PVC) conduit in accordance with NECA 111. F. Conduit Routing: 1. Unless dimensioned, conduit routing indicated is diagrammatic. 2. When conduit destination is indicated without specific routing, determine exact routing required. 3. Conceal conduits unless specifically indicated to be exposed. 4. Conduits in the following areas may be exposed, unless otherwise indicated: a. Electrical rooms. b. Mechanical equipment rooms. c. Within joists in areas with no ceiling. 5. Unless otherwise approved, do not route exposed conduits: a. Across floors. b. Across top of parapet walls. c. Across building exterior surfaces. 6. Conduits installed underground or embedded in concrete may be routed in shortest possible manner unless otherwise indicated. Route other conduits parallel or perpendicular to building structure and surfaces, following surface contours where practical. 7. Arrange conduit to maintain adequate headroom, clearances, and access. 8. For power conduits, arrange conduit to provide no more than the equivalent of three 90 degree bends between pull points. 9. For low voltage conduits, arrange conduit to provide no more than the equivalent of two 90 degree bends between pull points. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-9 10. Arrange conduit to provide no more than 150 feet between pull points. 11. Route conduits above water and drain piping where possible. 12. Arrange conduit to prevent moisture traps. Provide drain fittings at low points and at sealing fittings where moisture may collect. 13. Maintain minimum clearance of 6 inches between conduits and piping for other systems. 14. Maintain minimum clearance of 12 inches between conduits and hot surfaces. This includes, but is not limited to: a. Heaters. b. Hot water piping. c. Flues. 15. Group parallel conduits in same area on common rack. G. Conduit Support: 1. Secure and support conduits in accordance with NFPA 70 using suitable supports and methods approved by authorities having jurisdiction; see Section 26 05 29. 2. Provide independent support from building structure. Do not provide support from piping, ductwork, or other systems. 3. Installation Above Suspended Ceilings: Do not provide support from ceiling support system. Do not provide support from ceiling grid or allow conduits to lay on ceiling tiles. 4. Use conduit strap to support single surface-mounted conduit. a. Use clamp back spacer with conduit strap for damp and wet locations to provide space between conduit and mounting surface. 5. Use metal channel/strut with accessory conduit clamps to support multiple parallel surface-mounted conduits. 6. Use conduit clamp to support single conduit from beam clamp or threaded rod. 7. Use trapeze hangers assembled from threaded rods and metal channel/strut with accessory conduit clamps to support multiple parallel suspended conduits. 8. Use nonpenetrating rooftop supports to support conduits routed across rooftops, where approved. 9. Use of spring steel conduit clips for support of conduits is not permitted. 10. Use of wire for support of conduits is not permitted. 11. Where conduit support intervals specified in NFPA 70 and NECA standards differ, comply with most stringent requirements. H. Connections and Terminations: 1. Use approved zinc-rich paint or conduit joint compound on field-cut threads of galvanized steel conduits prior to making connections. 2. Where two threaded conduits must be joined and neither can be rotated, use three-piece couplings or split couplings. Do not use running threads. 3. Use suitable adapters where required to transition from one type of conduit to another. 4. Provide drip loops for liquidtight flexible conduit connections to prevent drainage of liquid into connectors. 5. Terminate threaded conduits in boxes and enclosures using threaded hubs or double lock nuts for dry locations and raintight hubs for wet locations. 6. Provide insulating bushings, insulated throats, or listed metal fittings with smooth, rounded edges at conduit terminations to protect conductors. 7. Secure joints and connections to provide mechanical strength and electrical continuity. I. Penetrations: 1. Do not penetrate or otherwise notch or cut structural members, including footings and grade beams, without approval of Structural Engineer. 2. Make penetrations perpendicular to surfaces unless otherwise indicated. 3. Provide sleeves for penetrations as indicated or as required to facilitate installation. Set sleeves flush with exposed surfaces unless otherwise indicated or required. 4. Conceal bends for conduit risers emerging above ground. 5. Where conduits penetrate waterproof membrane, seal as required to maintain integrity of membrane. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-10 6. Make penetrations for roof-mounted equipment within associated equipment openings and curbs where possible to minimize roofing system penetrations. Where penetrations are necessary, seal as indicated or as required to preserve integrity of roofing system and maintain roof warranty. 7. Provide metal escutcheon plates for conduit penetrations exposed to public view. 8. Install firestopping to preserve fire resistance rating of partitions and other elements; see Section 07 84 00. J. Underground Installation: 1. Provide trenching and backfilling; see Section 31 23 16.13. 2. Minimum Cover, Unless Otherwise Indicated or Required: a. Underground, Exterior:18 inches. b. Under Slab on Grade:12 inchesto bottom of slab. K. Embedment Within Structural Concrete Slabs (only where approved by Structural Engineer): 1. Secure conduits to prevent floating or movement during pouring of concrete. L. Conduit Movement Provisions: Where conduits are subject to movement, provide expansion and expansion/deflection fittings to prevent damage to enclosed conductors or connected equipment. This includes, but is not limited to: 1. Where conduits cross structural joints intended for expansion, contraction, or deflection. 2. Where calculated in accordance with NFPA 70 for rigid polyvinyl chloride (PVC) conduit installed above ground to compensate for thermal expansion and contraction. 3. Where conduits are subject to earth movement by settlement or frost. M. Conduit Sealing: 1. Use foam conduit sealant to prevent entry of moisture and gases. This includes, but is not limited to: a. Where conduits enter building from outside. b. Where service conduits enter building from underground distribution system. c. Where conduits enter building from underground. d. Where conduits may transport moisture to contact live parts. 2. Where conduits cross barriers between areas of potential substantial temperature differential, use foam conduit sealant at accessible point near penetration to prevent condensation. This includes, but is not limited to: a. Where conduits pass from outdoors into conditioned interior spaces. b. Where conduits pass from unconditioned interior spaces into conditioned interior spaces. c. Where conduits penetrate coolers or freezers. 3. Where conduits cross boundaries of hazardous/classified locations, provide identified/listed sealing fittings or conduit mechanical seals as approved by authorities having jurisdiction; locate as indicated or in accordance with NFPA 70. N. Provide pull string in each empty conduit and in conduits where conductors and cables are to be installed by others. Leave minimum slack of 12 inches at each end. O. Provide grounding and bonding; see Section 26 05 26. P. Identify conduits; see Section 26 05 53. 3.03 FIELD QUALITY CONTROL A. See Section 01 40 00 - Quality Requirements for additional requirements. B. Repair cuts and abrasions in galvanized finishes using zinc-rich paint recommended by manufacturer. Replace components that exhibit signs of corrosion. C. Correct deficiencies and replace damaged or defective conduits. 3.04 CLEANING A. Clean interior of conduits to remove moisture and foreign matter. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Conduit for Electrical Systems 26 05 33.13-11 3.05 PROTECTION A. Immediately after installation of conduit, use suitable manufactured plugs to provide protection from entry of moisture and foreign material and do not remove until ready for installation of conductors. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-1 SECTION 26 05 33.16 BOXES FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Outlet and device boxes up to 100 cubic inches, including those used as junction and pull boxes. B. Cabinets and enclosures, including junction and pull boxes larger than 100 cubic inches. C. Boxes and enclosures for integrated power, data, and audio/video. D. Boxes for hazardous (classified) locations. E. Floor boxes. F. Underground boxes/enclosures. G. Accessories. 1.02 RELATED REQUIREMENTS A. Section 26 05 26 - Grounding and Bonding for Electrical Systems. B. Section 26 05 33.13 - Conduit for Electrical Systems: 1. Conduit bodies and other fittings. 2. Additional requirements for locating boxes to limit conduit length and/or number of bends between pulling points. C. Section 26 27 26 - Wiring Devices: 1. Wall plates. 2. Access floor boxes. 1.03 REFERENCE STANDARDS A. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015. B. NECA 130 - Standard for Installing and Maintaining Wiring Devices; 2016. C. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum); 2020. D. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; 2014. E. NEMA OS 1 - Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports; 2013 (Reaffirmed 2020). F. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. G. SCTE 77 - Specifications for Underground Enclosure Integrity; 2017. H. UL 50 - Enclosures for Electrical Equipment, Non-Environmental Considerations; Current Edition, Including All Revisions. I. UL 50E - Enclosures for Electrical Equipment, Environmental Considerations; Current Edition, Including All Revisions. J. UL 508A - Industrial Control Panels; Current Edition, Including All Revisions. K. UL 514A - Metallic Outlet Boxes; Current Edition, Including All Revisions. L. UL 1203 - Explosion-Proof and Dust-Ignition-Proof Electrical Equipment for Use in Hazardous (Classified) Locations; Current Edition, Including All Revisions. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate the work with other trades to avoid placement of ductwork, piping, equipment, or other potential obstructions within the dedicated equipment spaces and working clearances for electrical equipment required by NFPA 70. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-2 2. Coordinate arrangement of electrical equipment with the dimensions and clearance requirements of the actual equipment to be installed. 3. Coordinate minimum sizes of boxes with the actual installed arrangement of conductors, clamps, support fittings, and devices, calculated according to NFPA 70. 4. Coordinate minimum sizes of pull boxes with the actual installed arrangement of connected conduits, calculated according to NFPA 70. 5. Coordinate the placement of boxes with millwork, furniture, devices, equipment, etc. installed under other sections or by others. 6. Coordinate the work with other trades to preserve insulation integrity. 7. Coordinate the work with other trades to provide walls suitable for installation of flush- mounted boxes where indicated. 8. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work. 1.05 SUBMITTALS A. Product Data: Provide manufacturer's standard catalog pages and data sheets for cabinets and enclosures, floor boxes, and underground boxes/enclosures. 1. Underground Boxes/Enclosures: Include reports for load testing in accordance with SCTE 77 certified by a professional engineer or an independent testing agency upon request. B. Project Record Documents: Record actual locations for outlet and device boxes, pull boxes, cabinets and enclosures, floor boxes, and underground boxes/enclosures. C. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. Keys for Lockable Enclosures: Two of each different key. 1.06 QUALITY ASSURANCE A. Comply with requirements of NFPA 70. B. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.01 BOXES A. General Requirements: 1. Do not use boxes and associated accessories for applications other than as permitted by NFPA 70 and product listing. 2. Provide all boxes, fittings, supports, and accessories required for a complete raceway system and to accommodate devices and equipment to be installed. 3. Provide products listed, classified, and labeled as suitable for the purpose intended. 4. Where box size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. 5. Provide grounding terminals within boxes where equipment grounding conductors terminate. B. Outlet and Device Boxes Up to 100 cubic inches, Including Those Used as Junction and Pull Boxes: 1. Use sheet-steel boxes for dry locations unless otherwise indicated or required. 2. Use cast iron boxes or cast aluminum boxes for damp or wet locations unless otherwise indicated or required; furnish with compatible weatherproof gasketed covers. 3. Use cast iron boxes or cast aluminum boxeswhere exposed galvanized steel rigid metal conduitis used. 4. Use suitable concrete type boxes where flush-mounted in concrete. 5. Use suitable masonry type boxes where flush-mounted in masonry walls. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-3 6. Use raised covers suitable for the type of wall construction and device configuration where required. 7. Use shallow boxes where required by the type of wall construction. 8. Do not use "through-wall" boxes designed for access from both sides of wall. 9. Sheet-Steel Boxes: Comply with NEMA OS 1, and list and label as complying with UL 514A. 10. Cast Metal Boxes: Comply with NEMA FB 1, and list and label as complying with UL 514A; furnish with threaded hubs. 11. Boxes for Supporting Luminaires and Ceiling Fans: Listed as suitable for the type and weight of load to be supported; furnished with fixture stud to accommodate mounting of luminaire where required. 12. Gangable or sectional boxes shall not be permitted. 13. Minimum Box Size, Unless Otherwise Indicated: a. Wiring Devices (Other Than Communications Systems Outlets): 4 inch square by 1-1/2 inch deep (100 by 38 mm) trade size. b. Communications Systems Outlets: 4 inch square by 2-1/8 inch (100 by 54 mm) trade size. c. Ceiling Outlets: 4 inch octagonal or square by 1-1/2 inch deep (100 by 38 mm) trade size. 14. Wall Plates: Comply with Section 26 27 26. 15. Manufacturers: a. Hubbell Incorporated; RACO Products: www.hubbell-rtb.com/#sle. b. O-Z/Gedney, a brand of Emerson Electric Co: www.emerson.com/#sle. c. Thomas & Betts Corporation: www.tnb.com/#sle. C. Cabinets and Enclosures, Including Junction and Pull Boxes Larger Than 100 cubic inches: 1. Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E, or UL 508A. 2. NEMA 250 Environment Type, Unless Otherwise Indicated: a. Indoor Clean, Dry Locations: Type 1, painted steel. b. Outdoor Locations: Type 3R, painted steel. 3. Junction and Pull Boxes Larger Than 100 cubic inches: a. Provide screw-cover or hinged-cover enclosures unless otherwise indicated. 4. Cabinets and Hinged-Cover Enclosures, Other Than Junction and Pull Boxes: a. Provide lockable hinged covers, all locks keyed alike unless otherwise indicated. 5. Finish for Painted Steel Enclosures: Manufacturer's standard grey unless otherwise indicated. 6. Manufacturers: a. Cooper B-Line, a division of Eaton Corporation: www.cooperindustries.com/#sle. b. Hoffman, a brand of Pentair Technical Products: www.hoffmanonline.com/#sle. c. Hubbell Incorporated; Wiegmann Products: www.hubbell-wiegmann.com/#sle. D. Boxes and Enclosures for Integrated Power, Data, and Audio/Video: Size and configuration as indicated or as required with partitions to separate services; field-connected gangable boxes may be used. 1. Recessed Wall Enclosure for Tele/Data Cabling: In-wall recessed enclosure for the installation of power and low voltage devices to feed residential units. a. 14" wide by 42" tall by 3.75" deep flame-resistant ABS plastic enclosure. b. Multiple 1" and 2" knockouts on the top and bottom of the enclosure for conduit terminations. c. Single-gange knockouts on the bottom of the enclosure for installation of up to (2) single-gang j-boxes for power or low voltage. d. Vented, hinged, and lockable door e. Accessories: 1) Rubber Grommets: Provide 1" and 2" grommets for each knockout removed All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-4 2) Universal Shelf Bracket: Provide mounting bracket with holes for mounting and velcroing equipment in place. Provide one bracket per data switch, router, hub, or other miscellaneous equipment as required. 3) Velcro: Provide 1/2" wide velcro as required to secure equipment and wiring in place, lengths as required. 4) CATV Mounting Plate: Provide bracket for secure mounting of F-type CATV connectors, quantity as required. 5) Tele/Data Mounting Bracket: Provide bracket for mounting of tele/data patch panels or bracket for installation of QuickPort style telephone and data connectors. f. Manufacturer: Leviton 42" Wireless Structured Media Center, model #49605-42P with 5L000-L0K and manufacturer's accessories 2. Recessed Enclosure for Wireless Access Points: In-wall, non-metallic, recessed enclosure for the installation of Wireless Access Points. a. 14" wide by 14" tall by 4" deep flme-resistant ABS plastic enclosure. b. Multiple 1" and 2" knockouts on the top and bottom of the enclosure for conduit terminations. c. Single-gang knockouts on the bottom of the enclosure for installation of up to (2) single gang j-boxes for power or low voltage. d. Vented, hinged, and lockable door. e. Manufacturers: Leviton 14" Wireless Structured Media Center, model #49605-14P with 5L000-L0K 3. Recessed Wall Boxes: In-wall recessed box for the installation of power and low voltage devices behind flat panel displays. a. Provide quantity of gangs as required to feed all power and low voltage devices as shown on plans. b. Low voltage j-box shall accommodate standard Decora style devices in addition to manufacturer’s Intelligent Plate Solutions (IPS) devices. Refer to plans for types and quantities of connectors. c. Box shall sit flush with wall, with cover provided over box opening. Cover shall be provided with cable pass-thru. d. Cover color shall be white, unless otherwise noted. e. Manufacturers: 1) FSR Inc; PWB-100 Series: www.fsrinc.com/ 4. Recessed Ceiling Boxes: Recessed in-ceiling box for installation of power and low voltage devices to serve a ceiling mounted AV equipment. a. Enclosure shall come standard with (5) 120V outlets, with two duplex and one single outlet. Duplex outlets shall be located within enclosure, single outlet shall be located at the ceiling plane on the exterior of the box. b. Enclosure shall be intended for installation in standard T-bar ceiling grid, with optional mounting kit option for drywall installation. Housing shall be constructed of steel. Provide ceiling tile, cut to size and finish to match adjacent ceiling, for installation in door of enclosure. c. Enclosure shall be provided with optional fan kit. d. Where the installed enclosure is intended to serve a projector, provide projector pole mount option. Pole mount shall be 1-1/2”National Pipe Thread (NPT) fitting, capable of supporting up to 50lbs. e. Provide cable mounting kit for mounting of enclosure to ceiling structure above. f. Provide additional threaded rod mounting kit as required for mounting conditions. Threaded rod kit shall accept 1/4" and 3/8”threaded rod at four hangar bracket locations. g. Manufacturers: 1) Ceiling Enclosure: FSR Inc.;CB-12P with CB-12FAN and CB-MNT1 series : www.fsrinc.com/ 5. Wood Floors - Flush Floor Boxes: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-5 a. Cast iron, watertight body, with fully adjustable height settings to allow for installation flush with flooring. b. Sizes from one to three gangs for multiple power or low voltage feeds. Provide quantity of boxes and gangs as required to feed all devices as noted on plans c. Provide brass carpet plate to transition from adjacent floor surface to floor box, size as required to accommodate quantity of gangs in each box d. Provide brass GFCI style, gasketed, hinged cover plate with flathead-screw style means of securing cover in the closed position. e. Knockouts: 3/4" or 1”Conduit hubs, one per side, per gang. f. Manufacturer: 1) Steel City 60W series floor box, P64 series brass carpet plate, P-64-GFCI cover plate ; www.tnb.com/ 6. Wood Floors - Recessed Floor Boxes: a. Welded steel housing, with 1/8”steel cover, suitable for installation in wood floors. b. Cover shall have hinged access door with integrated cable pass thru window. Pass- thru window opens down into box to avoid tripping hazards. c. Configurable gang plate dividers and compartment dividers. Provide arrangement of interior compartments as required to accommodate all devices indicated on plans and to separate voltages. d. Provide manufacturer’s brackets as required to accommodate all power and low voltage devices within each floor box. e. Manufacturer: 1) Single Gang: FSR Inc. FL-1200 and Four Gang: FSR Inc. FL-1550 ; www.fsrinc.com 7. Concrete Floors - Flush Floor Boxes: a. Cast iron, watertight body, with fully adjustable height settings to allow for installation flush with flooring b. Sizes from one to four gangs for multiple power or low voltage feeds. Sizes from one to three gangs for shallow boxes. Provide quantity of boxes and gangs as required to feed all devices as noted on plans c. Provide brass GFCI style, gasketed, hinged cover plate with flathead-screw style means of securing cover in the closed position. d. Knockouts: 3/4" or 1”Conduit hubs, one per side, per gang. e. Provide shallow boxes where required by field installation conditions or as required by Structural Engineer. f. Manufacturer: 1) Steel City 640 series floor box, P-64-GFCI cover plate ; www.tnb.com/ 8. Concrete Floors - Recessed Floor Boxes: a. 11-gauge steel housing, suitable for installation in poured concrete floor applications. b. Cover shall have hinged access door with solid metal “U”handle and integrated cable pass thru window. Pass-thru window opens down into box to avoid tripping hazards. c. Transformable box bottom (for eight gang configurations only) with fully configurable gang plate dividers, compartment dividers, and center dividers. Provide arrangement of interior compartments as required to accommodate all devices indicated on plans and to separate voltages. d. Provide manufacturer’s brackets as required to accommodate all power and low voltage devices within each floor box. e. Provide optional mitered brass carpet edging for installations in carpeted areas. f. For areas with concrete, wood, or tile floors, install box such that finished floor is flush with the top edge of the box cover. Provide shim kit to install top of box flush with top of finished floor. g. Provide manufacturer’s concrete pour pan as required for proper installation. h. Manufacturer: 1) FSR Inc. FL-500-P series floor box, with FL-500P-BLP-C U-Access tile and carpet cover ; www.fsrinc.com/ All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-6 9. Exterior Floor Boxes: a. Outdoor ground boxes shall have been examined and tested by Underwriters Laboratories Inc. to meet NEMA 6P and IP68 requirements to be safe to use even during inclement weather and bear the UL Listing Mark. b. Outdoor ground boxes shall be designed to trap and maintain an air pocket to protect the devices, plugs and connections from water, snow, and ice. Boxes shall be constructed from UV rated chemical resistant materials. Boxes designed to ANSI/SCTE 77 with a Tier 5 rating to hold up to 5000 lbs of load. Boxes install flush to finished ground reducing tripping hazards. Box shall have a diving bell concept to maintain an air pocket and keep water away from connections. Box shall have an egress door that will auto-adjust to cable diameter and auto-lock in the closed position when no cables are exiting the box. c. Provide quantity of enclosures as required to accommodate all devices noted on plans. d. Provide manufacturer’s brackets as required to accommodate all power and low voltage devices within each floor box. e. Box covers shall come with pre-wired and installed electrical devices. Refer to plans for configuration of devices in each box. 1) General: Single service 2-gang ground box manufactured from UV rated nonmetallic material. Box accepts up to two 1-1/4" trade size PVC conduit feeds. Boxes designed to be installed separately or ganged together for greater capacity and flexibility. Accepts optional cover assembly (see options below). Box assemblies include main box body, installation cap, and installation plate. 2) 125V, 20A, 1P Devices: Assembly prewired with two (2) 20A L5-20R weather- resistant duplex receptacles. Cover assembly includes flange, cover, junction box, (2) 20A 5-20R receptacles, SOOW cord, wet location wire connectors, key, and mounting hardware. 3) 125V, 30A, 1P Devices: Assembly prewired with one (1) 30A L5-30R 120V corrosion-resistant duplex receptacle. Cover assembly includes flange, cover, junction box, SOOW cord, L5-30R receptacle, wet location wire connectors, key, and mounting hardware. 4) 250V, 30A, 2P Devices: Assembly prewired with one (1) 30A L6-30R 208V corrosion-resistant duplex receptacle. Cover assembly includes flange, cover, junction box, SOOW cord, L6-30R receptacle, wet location wire connectors, key, and mounting hardware. 5) Low Voltage Devices: Assembly designed to accept up to 12 communication ports or eight (8) manufacturer’s audio/visual devices. Cover assembly includes flange, cover, junction box, corrugated conduit assembly, (1) 12 port communication mounting plate, (1) 8 port manufacturer’s audio/video mounting plate, key, and mounting hardware. f. Manufacturer: 1) Enclosure: Legrand XB814 series ; www.legrand.com/ 2) Interior: 125V, 20A, 1P Devices: Legrand XB814C520BK, 125V, 30A, 1P Devices: Legrand XB814CL530BK, 250V, 30A, 2P Devices: Legrand XB814CL630BK, and Low Voltage Devices: Legrand XB814CLVBK 10. Recessed Poke-Thrus: In-floor, round enclosure to provide access to power and data devices in a recessed enclosure such that plugs are not exposed when in-use. a. Poke-thru assembly: Assembly shall consist of an insert and an activation cover. b. Insert body shall recess the devices a minimum of 2-3/4 inches and have a polyester based backing enamel finished interior; ivory color. Furnish with necessary channels to provide complete separation of power and communication services. Provide quantity of compartments that allow for up to three (3) duplex receptacles that can be wired as a standard receptacle or isolated ground and/or twelve (12) communication ports and/or up to ten (10) AV devices. c. Activation Cover shall be manufactured of die-cast aluminum alloy; finished in brass. Provide with two gaskets to go under the trim flange to maintain scrub water All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-7 tightness. Provide cover with spring-loaded slides to allow cables to egress out of the unit and maintain as small an egress opening as possible. d. Provide activation unit with locations to mount communication connectors as required to support all devices shown on plans. Mount connectors using a mounting bracket capable of accepting data jack insert modules or discrete keystone connectors. e. Manufacturers: 1) Legrand Wiremold 6AT ; www.legrand.com/ 11. Flush Poke-Thrus: In-floor, round enclosure to provide connections to hardwired modular furniture systems. a. Furniture Feed Poke-Thru Assembly consists of an insert and activation cover. b. Insert body shall have the necessary channels to provide complete separation of power and communication services. There shall be one (1) 3/4-inch trade size channel for power and one (1) 1-1/2-inch trade size channel for communication cabling. c. The activation cover shall provide two (2) conduit openings to feed modular furniture applications and provide a flush appearance. The activation cover trim flange shall be one-piece and be manufactured of die-cast aluminum alloy and be capable of being powder coated or plated. Coated finish is to be textured, two-stage epoxy paint in brass. The activation cover shall be 8-1/4 inches in diameter and shall be gasketed. d. The activation cover insert shall provide one (1) 3/4-inch NPSM threaded opening for power and one (1) 1-1/2-inch NPSM threaded opening for communication to feed modular furniture workstations. Conduit closure plugs shall be provided for each unused opening. e. Manufacturers: 1) Legrand Wiremold 4FATC ; www.legrand.com/ E. Boxes for Hazardous (Classified) Locations: Listed and labeled as complying with UL 1203 for the classification of the installed location. 1. Manufacturers: a. Appleton, a brand of Emerson Electric Co: www.emerson.com/#sle. b. Cooper Crouse-Hinds, a division of Eaton Corporation: www.cooperindustries.com/#sle. c. Hubbell Incorporated; Killark Products: www.hubbell-killark.com/#sle. F. Underground Boxes/Enclosures: 1. Description: In-ground, open bottom boxes furnished with flush, non-skid covers with legend indicating type of service and stainless steel tamper resistant cover bolts. 2. Size: As indicated on drawings. 3. Depth: As required to extend below frost line to prevent frost upheaval, but not less than 12 inches. 4. Provide logo on cover to indicate type of service. Covers shall read as follows for each system type: a. Power Systems: "ELECTRICAL" b. Site Lighting and/or Pole Lighting: "LIGHTING" c. Fire Alarm Systems: "FIRE ALARM" d. Other Low Voltage Systems: "COMMUNICATIONS" e. Utility: Per utility company requirements 5. Applications: a. Sidewalks/paved areas 6'-0" wide and smaller and Landscaped Areas Subject Only to Occasional Nondeliberate Vehicular Traffic: Use polymer concrete enclosures, with minimum SCTE 77 Tier 8 load rating. b. Parking Lots, Sidewalks/paved areas larger than 6'-0" wide, and in Areas Subject Only To Occasional Vehicular Traffic: Use reinforced concrete enclosures with galvanzed steel checker plate lids, with HS20-44 rating. c. Do not use polymer concrete enclosures in areas subject to deliberate vehicular traffic. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-8 6. Polymer Concrete and Reinforced Concrete Underground Boxes/Enclosures: Comply with SCTE 77 and HS20-44. a. Manufacturers: 1) Oldcastle Precast, Inc: www.oldcastleprecast.com/#sle. b. Combination fiberglass/polymer concrete boxes/enclosures are not acceptable. Use all-polymer concrete boxes/enclosures. 2.02 ACCESSORIES A. Flashing Panels for Exterior Wall Penetrations: Premanufactured components and accessories as required to preserve integrity of building envelope; suitable for boxes and facade materials to be installed. 1. Manufacturers: a. Quickflash Weatherproofing Products, Inc: www.quickflashproducts.com/#sle. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as indicated. B. Verify that mounting surfaces are ready to receive boxes. C. Verify that conditions are satisfactory for installation prior to starting work. 3.02 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install boxes in accordance with NECA 1 (general workmanship) and, where applicable, NECA 130, including mounting heights specified in those standards where mounting heights are not indicated. C. Arrange equipment to provide minimum clearances in accordance with manufacturer's instructions and NFPA 70. D. Provide separate boxes for emergency power and normal power systems. E. Unless otherwise indicated, provide separate boxes for line voltage and low voltage systems. F. Flush-mount boxes in finished areas unless specifically indicated to be surface-mounted. G. Unless otherwise indicated, boxes may be surface-mounted where exposed conduits are indicated or permitted. H. Box Locations: 1. Locate boxes to be accessible. Provide access panels in accordance with Section 08 31 00 as required where approved by the Architect. 2. Unless dimensioned, box locations indicated are approximate. 3. Locate boxes so that wall plates do not span different building finishes. 4. Locate boxes so that wall plates do not cross masonry joints. 5. Unless otherwise indicated, where multiple outlet boxes are installed at the same location at different mounting heights, install along a common vertical center line. 6. Do not install flush-mounted boxes on opposite sides of walls back-to-back. Provide minimum 6 incheshorizontal separation unless otherwise indicated. 7. Acoustic-Rated Walls: Do not install flush-mounted boxes on opposite sides of walls back-to-back; provide minimum 24 inches horizontal separation. 8. Fire Resistance Rated Walls: Install flush-mounted boxes such that the required fire resistance will not be reduced. a. Do not install flush-mounted boxes on opposite sides of walls back-to-back; provide minimum 24 inches separation where wall is constructed with individual noncommunicating stud cavities or protect both boxes with listed putty pads. b. Do not install flush-mounted boxes with area larger than 16 square inches or such that the total aggregate area of openings exceeds 100 square inches for any 100 square feet of wall area. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-9 9. Locate junction and pull boxes as indicated, as required to facilitate installation of conductors, and to limit conduit length and/or number of bends between pulling points in accordance with Section 26 05 33.13. 10. Outlet boxes shall be installed at the locations and elevations shown on the drawings or specified herein. Make adjustments to locations as required by structural conditions and to suit coordination requirements of other trades. 11. Locate switch outlet boxes on the latch side of doorways unless otherwise indicated. 12. Locate junction and pull boxes in the following areas, unless otherwise indicated or approved by the Architect: 13. Outlet boxes shall not be installed back to back nor shall through-wall boxes be permitted. 14. For boxes mounted in exterior walls, make sure that there is insulation behind outlet boxes to prevent condensation in boxes. 15. For outlets mounted above counters, benches or backsplashes, coordinate location and mounting heights with built-in units. Adjust mounting height with required location for equipment served. a. Concealed above accessible suspended ceilings. b. Within joists in areas with no ceiling. c. Electrical rooms. d. Mechanical equipment rooms. I. Box Supports: 1. Secure and support boxes in accordance with NFPA 70 and Section 26 05 29 using suitable supports and methods approved by the authority having jurisdiction. 2. Provide required seismic controls in accordance with Section 26 05 48. 3. Provide independent support from building structure except for cast metal boxes (other than boxes used for fixture support) supported by threaded conduit connections in accordance with NFPA 70. Do not provide support from piping, ductwork, or other systems. 4. Installation Above Suspended Ceilings: Do not provide support from ceiling grid or ceiling support system. 5. Use far-side support to secure flush-mounted boxes supported from single stud in hollow stud walls. Repair or replace supports for boxes that permit excessive movement. J. Install boxes plumb and level. K. Flush-Mounted Boxes: 1. Install boxes in noncombustible materials such as concrete, tile, gypsum, plaster, etc. so that front edge of box or associated raised cover is not set back from finished surface more than 1/4 inch or does not project beyond finished surface. 2. Install boxes in combustible materials such as wood so that front edge of box or associated raised cover is flush with finished surface. 3. Repair rough openings around boxes in noncombustible materials such as concrete, tile, gypsum, plaster, etc. so that there are no gaps or open spaces greater than 1/8 inch at the edge of the box. L. Install boxes as required to preserve insulation integrity. M. Metallic Floor Boxes: Install box level at the proper elevation to be flush with finished floor. N. Underground Boxes/Enclosures: 1. Install enclosure on gravel base, minimum 6 inches deep. 2. Flush-mount enclosures located in concrete or paved areas. 3. Mount enclosures located in landscaped areas with top at 1 inch above finished grade. 4. Install additional bracing inside enclosures in accordance with manufacturer's instructions to minimize box sidewall deflections during backfilling. Backfill with cover bolted in place. O. Install permanent barrier between ganged wiring devices when voltage between adjacent devices exceeds 300 V. P. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section 07 84 00. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Boxes for Electrical Systems 26 05 33.16-10 Q. Close unused box openings. R. Install blank wall plates on junction boxes and on outlet boxes with no devices or equipment installed or designated for future use. Leave no unused openings in any box. Install close-up plugs as required to seal all openings and removed knockouts. S. Provide grounding and bonding in accordance with Section 26 05 26. T. Poke-Thrus 1. Coordinate coring of all poke-thru locations, and/or locations for pre-drilled holes, with Structural Engineer prior to installation. Size of poke-thru core shall be per manufacturer requirements. 3.03 CLEANING 1. X-ray all pre- and post-tensioned slabs prior to core-drilling to ensure no tendons are damaged during installation. Notify Engineer of any conflicting locations. B. Exterior In-Grade Floor Boxes 1. Examine conditions under which outdoor ground boxes are to be installed. Notify the Engineer in writing of conditions detrimental to proper completion of the work. Do not proceed with work until unsatisfactory conditions have been corrected. 2. Strictly comply with manufacturer's installation instructions and recommendations. Coordinate installation with adjacent work to ensure proper clearances and to prevent electrical hazards. 3. Boxes shall be located in approximate locations as shown on plans. Exact location shall be in well-drained areas, away from inlets and outfalls. Boxes shall not be located in low areas or in areas prone to accumulate standing water. Notify Engineer prior to rough-in and install of any potential water infiltration issues or concerns. 4. Adjacent grade shall be within 1% of level. 5. Provide a pre-installation call and/or site meeting with the manufacturer to discuss proper installation methodologies. Call shall be a minimum of ½ hour and shall cover the following: a. Site specific issues b. Requirements for preparation of box installation c. Installation requirements C. Clean interior of boxes to remove dirt, debris, plaster and other foreign material. 3.04 PROTECTION A. Immediately after installation, protect boxes from entry of moisture and foreign material until ready for installation of conductors. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Wiring Devices 26 27 26-1 SECTION 26 27 26 WIRING DEVICES PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall switches. B. Receptacles. C. Wall plates. 1.02 RELATED REQUIREMENTS A. Section 26 05 33.16 - Boxes for Electrical Systems. 1.03 REFERENCE STANDARDS A. FS W-C-596 - Connector, Electrical, Power, General Specification for; 2014h, with Amendments (2017). B. FS W-S-896 - Switches, Toggle (Toggle and Lock), Flush Mounted (General Specification); 2014g, with Amendment (2017). C. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015. D. NECA 130 - Standard for Installing and Maintaining Wiring Devices; 2016. E. NEMA WD 1 - General Color Requirements for Wiring Devices; 1999 (Reaffirmed 2020). F. NEMA WD 6 - Wiring Devices - Dimensional Specifications; 2021. G. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. H. UL 20 - General-Use Snap Switches; Current Edition, Including All Revisions. I. UL 498 - Attachment Plugs and Receptacles; Current Edition, Including All Revisions. J. UL 514D - Cover Plates for Flush-Mounted Wiring Devices; Current Edition, Including All Revisions. K. UL 943 - Ground-Fault Circuit-Interrupters; Current Edition, Including All Revisions. L. UL 1310 - Class 2 Power Units; Current Edition, Including All Revisions. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate the placement of outlet boxes with millwork, furniture, equipment, etc. installed under other sections or by others. 2. Coordinate wiring device ratings and configurations with the electrical requirements of actual equipment to be installed. 3. Coordinate the placement of outlet boxes for wall switches with actual installed door swings. Switches shall be located on the strike side of the door, unless otherwise noted, and shall not be obstructed by the door when it is in the open position. 4. Coordinate the installation and preparation of uneven surfaces, such as split face block, to provide suitable surface for installation of wiring devices. 5. Notify Architect of any conflicts or deviations from Contract Documents to obtain direction prior to proceeding with work. B. Sequencing: 1. Do not install wiring devices until final surface finishes and painting are complete. 1.05 SUBMITTALS A. Product Data: Provide manufacturer's catalog information showing dimensions, colors, and configurations. B. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, and installation of product. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Wiring Devices 26 27 26-2 C. Operation and Maintenance Data: 1. GFCI Receptacles: Include information on status indicators. D. Project Record Documents: Record actual installed locations of wiring devices. E. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. Screwdrivers for Tamper-Resistant Screws: Two for each type of screw. 2. Extra Wall Plates: One of each style, size, and finish. 1.06 QUALITY ASSURANCE A. Comply with requirements of NFPA 70. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. C. Products: Listed, classified, and labeled as suitable for the purpose intended. D. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction. 1.07 DELIVERY, STORAGE, AND PROTECTION A. Store in a clean, dry space in original manufacturer's packaging until ready for installation. PART 2 PRODUCTS 2.01 WIRING DEVICE APPLICATIONS A. Provide wiring devices suitable for intended use and with ratings adequate for load served. B. For single receptacles installed on an individual branch circuit, provide receptacle with ampere rating not less than that of the branch circuit. C. Provide weather resistant GFCI receptacles with specified weatherproof covers for receptacles installed outdoors or in damp or wet locations. D. Provide tamper resistant receptacles for receptacles installed in dwelling units, kindergarten classrooms, and daycare facilities. E. Provide GFCI protection for receptacles installed within 6 feet of sinks. F. Provide GFCI protection for receptacles installed in kitchens. G. Provide GFCI protection for receptacles serving electric drinking fountains. H. Unless noted otherwise, do not use combination switch/receptacle devices. 2.02 WIRING DEVICE FINISHES A. Provide wiring device finishes as described below unless otherwise indicated. B. Wiring Devices Installed in Finished Spaces: White with white nylon wall plate. C. Wiring Devices Installed in Finished Spaces : White with stainless steel wall plate. D. Wiring Devices Installed in Unfinished Spaces:Whitewith galvanized steelwall plate. E. Wiring Devices Installed in Wet or Damp Locations: White with specified weatherproof cover. 2.03 WALL SWITCHES A. Manufacturers: 1. Hubbell Incorporated: www.hubbell.com/#sle. 2. Leviton Manufacturing Company, Inc: www.leviton.com/#sle. 3. Pass & Seymour, a brand of Legrand North America, Inc: www.legrand.us/#sle. B. Wall Switches - General Requirements: AC only, quiet operating, general-use snap switches with silver alloy contacts, complying with NEMA WD 1 and NEMA WD 6, and listed as complying with UL 20 and where applicable, FS W-S-896; types as indicated on the drawings. 1. Wiring Provisions: Terminal screws for side wiring and screw actuated binding clamp for back wiring with separate ground terminal screw. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Wiring Devices 26 27 26-3 C. Standard Wall Switches: Industrial specification grade, 20 A, 120/277 V with standard toggle type switch actuator and maintained contacts; single pole single throw, double pole single throw, three way, or four way as indicated on the drawings. 2.04 RECEPTACLES A. Manufacturers: 1. Hubbell Incorporated: www.hubbell.com/#sle. 2. Leviton Manufacturing Company, Inc: www.leviton.com/#sle. 3. Pass & Seymour, a brand of Legrand North America, Inc: www.legrand.us/#sle. B. Receptacles - General Requirements: Self-grounding, complying with NEMA WD 1 and NEMA WD 6, and listed as complying with UL 498, and where applicable, FS W-C-596; types as indicated on the drawings. 1. Wiring Provisions: Terminal screws for side wiring or screw actuated binding clamp for back wiring with separate ground terminal screw. 2. NEMA configurations specified are according to NEMA WD 6. C. Convenience Receptacles: 1. Standard Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R; single or duplex as indicated on the drawings. 2. Automatically Controlled Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R; controlled receptacle marking on device face per NFPA 70; single or duplex as indicated on the drawings. 3. Weather Resistant Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R, listed and labeled as weather resistant type complying with UL 498 Supplement SD suitable for installation in damp or wet locations; single or duplex as indicated on the drawings. 4. Tamper Resistant Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R, listed and labeled as tamper resistant type; single or duplex as indicated on the drawings. D. GFCI Receptacles: 1. GFCI Receptacles - General Requirements: Self-testing, with feed-through protection and light to indicate ground fault tripped condition and loss of protection; listed as complying with UL 943, class A. a. Provide test and reset buttons of same color as device. 2. Standard GFCI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style. 3. Combination AFCI and GFCI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style, listed and labeled as a combination GFCI/AFCI protective device and complying with UL 498, UL 943, and UL 1699A. 4. Weather Resistant GFCI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style, listed and labeled as weather resistant type complying with UL 498 Supplement SD suitable for installation in damp or wet locations. 5. Tamper Resistant GFCI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style, listed and labeled as tamper resistant type. E. USB Charging Devices: 1. USB Charging Devices - General Requirements: Listed as complying with UL 1310. a. Charging Capacity - Two-Port Devices: 2.1 A, minimum. b. Charging Capacity - Four-Port Devices: 4.2 A, minimum. 2. USB Charging/Tamper Resistant Receptacle Combination Devices: Two-port (One Type- A and One Type-C) USB charging device and receptacle,commercial specification grade, duplex,20A, 125V, NEMA 5-20R, listed and labeled as tamper resistant type; rectangular decorator style. 3. USB Charging Noncombination Devices: Four-port (Two Type-A and Two Type-C); rectangular decorator style. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Wiring Devices 26 27 26-4 2.05 WALL PLATES A. Manufacturers: 1. Hubbell Incorporated: www.hubbell-wiring.com/#sle. 2. Leviton Manufacturing Company, Inc: www.leviton.com/#sle. 3. Pass & Seymour, a brand of Legrand North America, Inc: www.legrand.us/#sle. B. Wall Plates: Comply with UL 514D. 1. Configuration: One piece cover as required for quantity and types of corresponding wiring devices. 2. Size: Standard. 3. Screws: Metal with slotted heads finished to match wall plate finish. C. Nylon Wall Plates: Smooth finish, high-impact thermoplastic. D. Stainless Steel Wall Plates: Brushed satin finish, Type 302 stainless steel. E. Galvanized Steel Wall Plates: Rounded corners and edges, with corrosion resistant screws. F. Premarked Wall Plates: Factory labeled as indicated; hot stamped for nylon wall plates and engraved for metal wall plates. G. Weatherproof Covers for Wetor DampLocations: Gasketed,cast aluminum, with hinged lockable cover and corrosion-resistant screws; listed as suitable for use in wet locations while in use with attachment plugs connected and identified as extra-duty type. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as indicated. B. Verify that outlet boxes are installed in proper locations and at proper mounting heights and are properly sized to accommodate devices and conductors in accordance with NFPA 70. C. Verify that wall openings are neatly cut and will be completely covered by wall plates. D. Verify that final surface finishes are complete, including painting. E. Verify that branch circuit wiring installation is completed, tested, and ready for connection to wiring devices. F. Verify that conditions are satisfactory for installation prior to starting work. 3.02 PREPARATION A. Provide extension rings to bring outlet boxes flush with finished surface. B. Clean dirt, debris, plaster, and other foreign materials from outlet boxes. 3.03 INSTALLATION A. Perform work in accordance with NECA 1 (general workmanship) and, where applicable, NECA 130, including mounting heights specified in those standards unless otherwise indicated. B. Coordinate locations of outlet boxes provided under Section 26 05 33.16 as required for installation of wiring devices provided under this section. 1. Orient outlet boxes for vertical installation of wiring devices unless otherwise indicated. 2. Where multiple receptacles, wall switches, or wall dimmers are installed at the same location and at the same mounting height, gang devices together under a common wall plate. 3. Locate wall switches on strike side of door with edge of wall plate 3 inches from edge of door frame. Where locations are indicated otherwise, notify Architect to obtain direction prior to proceeding with work. 4. Locate receptacles for electric drinking fountains concealed behind drinking fountain according to manufacturer's instructions. C. Install wiring devices in accordance with manufacturer's instructions. D. Install permanent barrier between ganged wiring devices when voltage between adjacent devices exceeds 300 V. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set March 2024 Wiring Devices 26 27 26-5 E. Where required, connect wiring devices using pigtails not less than 6 inches long. Do not connect more than one conductor to wiring device terminals. F. Connect wiring devices by wrapping conductor clockwise 3/4 turn around screw terminal and tightening to proper torque specified by the manufacturer. Where present, do not use push-in pressure terminals that do not rely on screw-actuated binding. G. Unless otherwise indicated, connect wiring device grounding terminal to branch circuit equipment grounding conductor and to outlet box with bonding jumper. H. Provide GFCI receptacles with integral GFCI protection at each location indicated. Do not use feed-through wiring to protect downstream devices. I. Where split-wired duplex receptacles are indicated, remove tabs connecting top and bottom receptacles. J. Install wiring devices plumb and level with mounting yoke held rigidly in place. K. Install wall switches with OFF position down. L. Install vertically mounted receptacles with grounding pole on top and horizontally mounted receptacles with grounding pole on left. M. Install wall plates to fit completely flush to wall with no gaps and rough opening completely covered without strain on wall plate. Repair or reinstall improperly installed outlet boxes or improperly sized rough openings. Do not use oversized wall plates in lieu of meeting this requirement. N. Install blank wall plates on junction boxes and on outlet boxes with no wiring devices installed or designated for future use. 3.04 FIELD QUALITY CONTROL A. Inspect each wiring device for damage and defects. B. Operate each wall switch, wall dimmer, and fan speed controller with circuit energized to verify proper operation. C. Test each receptacle to verify operation and proper polarity. D. Test each GFCI receptacle for proper tripping operation according to manufacturer's instructions. E. Correct wiring deficiencies and replace damaged or defective wiring devices. 3.05 ADJUSTING A. Adjust devices and wall plates to be flush and level. 3.06 CLEANING A. Clean exposed surfaces to remove dirt, paint, or other foreign material and restore to match original factory finish. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Clearing March 2024 311000-1 SECTION 31100 SITE CLEARING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Removal of existing trees and vegetation B. Clearing vegetation, debris, trash and other materials within limits indicated C. Grubbing of vegetation within limits indicated D. Stripping of topsoil within limits indicated E. Removing above-grade site improvements within limits indicated F. Disconnecting, capping or sealing, and abandoning site utilities in place G. Disconnecting, capping or sealing, and removing site utilities H. Disposing of objectionable material 1.2 RELATED SECTIONS A. Section 31 20 00, Earth Moving B. Section 32 13 00, Rigid Paving 1.3 RELATED DOCUMENTS A. Geotechnical Report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18 th 2022. B. ANSI A300: Industry Standards for Tree Care Practices C. Applicable Publications 1.“Trees and Building Sites,” official publication of the International Society of Arboriculture. 2.“Arboriculture,” the care of trees and shrubs by Dr. Richard Harris. 1.4 DEFINITIONS A. ANSI: American National Standards Institute All-Inclusive Playground at Jollyman Park City of Cupertino Site Clearing Bid Set 311000-2 January 2024 B. CAL-OSHA: California Occupational Safety and Health Administration C. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of weeds, roots, and other deleterious materials. 1.5 SUBMITTALS A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and plantings, adjoining construction, and site improvements that might be misconstrued as damage caused by site clearing. 1.6 QUALITY ASSURANCE A. Do not remove or prune trees without first securing a permit from the appropriate agency. B. Prune to the standards of the International Society of Arborists and to ANSI A300. 1.7 PROJECT CONDITIONS A. Except for materials indicated to be stockpiled or to remain the City’s Representative’s property, cleared materials are the Contractor's property. Remove cleared materials from site and dispose of in lawful manner. B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store where indicated on plans or where designated by the City’s Representative. Avoid damaging materials designated for salvage. C. Unidentified Materials; 1.If unidentified materials are discovered, including hazardous materials that will require additional removal other than is required by the Contract Documents, immediately report the discovery to the City’s Representative. 2.If necessary, the City’s Representative will arrange for any testing or analysis of the discovered materials and will provide instructions regarding the removal and disposal of the unidentified materials. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. Backfill excavations resulting from demolition operations with on-site or import materials conforming to engineered fill defined in Section 31 20 00, Earth Moving. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Clearing March 2024 311000-3 PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain during construction. 3.2 TREE REMOVAL A. Remove trees designated for removal prior to the construction of new improvements in the vicinity: 1.When demolishing trees indicated to be removed within areas for new pavement or hardscape, remove tree, stump to a depth of two (2) feet below finish grade, and all roots located in the top twelve (12) inches of soil. Remove wood chips created from grinding process down to remaining stump then refill void and re- compact to 80% relative compaction. Use import soil as indicated in specifications for this purpose. Import soil and compaction in future paved areas shall be in accordance with Section 32 13 00, Rigid Paving. 2.When demolishing trees indicated to be removed within new landscaped areas, removal shall be done in one of the following ways: 3.For trees located in accessible areas, remove tree and grind stump to four (4) inches below finish grade. Backfill the void and re-compact to 80% relative compaction. Use import soil as indicated in specifications for this purpose. Do not remove existing roots. 4.For trees located in inaccessible areas, cut stump flush with finish grade, and cover with 3 inches of bark mulch. Do not grind the stump and do not remove existing roots. B. Perform tree removal work in a safe and proper manner, adhering to CAL-OSHA tree work protection standards and ANSI A300 Standards. C. All trees to be demolished shall be removed in such a way as to not damage branches, trunks, or root systems of adjacent trees. 3.3 RESTORATION A. Restore damaged improvements to their original condition, as acceptable to the City’s Representative. B. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, as directed by the City’s Representative. 1.Employ a qualified arborist, licensed in jurisdiction where the Project is located, to submit details of proposed repairs and to repair damage to trees and shrubs. 2.Replace trees that cannot be repaired and restored to full-growth status, as determined by the City’s Representative. All-Inclusive Playground at Jollyman Park City of Cupertino Site Clearing Bid Set 311000-4 January 2024 3.4 UTILITIES A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed or abandoned. B. Arrange to shut off indicated utilities with utility companies or verify that utilities have been shut off. C. Existing Utilities: Do not interrupt utilities serving facilities occupied by City’s Representative or others unless authorized in writing by the City’s representative, and then only after arranging to provide temporary utility services according to requirements indicated. D. Coordinate utility interruptions with utility company affected. E. Do not proceed with utility interruptions without the permission of the City’s Representative and utility company affected. Notify City’s Representative and utility company affected two working days prior to utility interruptions. F. Excavate and remove underground utilities that are indicated to be removed. G. Fill abandoned piping with cement slurry. H. Securely close ends of abandoned piping with tight fitting plug or cement slurry minimum 6 inches thick. 3.5 CLEARING AND GRUBBING A. Areas to be graded shall be cleared of existing vegetation, rubbish, existing structures, and debris. B. Remove obstructions, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots. C. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. D. Use only hand methods for grubbing within drip line of remaining trees. 3.6 SITE STRIPPING A. Strippings and spoils shall be disposed at an off-site location, per geotechnical recommendations. B. Remove vegetation before stripping soil. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Site Clearing March 2024 311000-5 C. Surface soils that contain organic matter should be stripped. In general, the depth of required stripping will be relatively shallow (i.e. less than 2 inches); deeper stripping and grubbing may be required to remove isolated concentrations of organic matter or roots. D. Remove trash, debris, weeds, roots, and other waste materials. E. Stockpile soil materials designated to remain on site at a location approved by the City’s Representative at a location away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. F. Do not stockpile soil within drip line of remaining trees. 3.7 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction. 3.8 BACKFILL A. Place and compact material in excavations and depressions remaining after site clearing in accordance with Section 31 20 00, Earth Moving. 3.9 DISPOSAL A. Remove surplus soil material, unsuitable soil, obstructions, demolished materials, and waste materials, including trash and debris, and legally dispose of them off the City’s property. B. Fulfill GreenHalo requirements per the City of Cupertino “Development and Construction Guidelines”. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Earth Moving March 2024 312000-1 SECTION 312000 EARTH MOVING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavation and/or embankment from existing ground to subgrade, including soil sterilant, for roadways, driveways, parking areas, building pads, walks, paths, or trails and any other site improvements called for on the Plans. 1.2 SECTION EXCLUDES A. Earthwork related to underground utility installation shall be performed in accordance with Sections 31 21 00, Utility Trenching and Backfill. 1.3 RELATED SECTIONS A. Refer to City of Cupertino Project Manual B. Section 01 57 13, Temporary Erosion and Sediment Control C. Section 31 10 00, Site Clearing 1.4 RELATED DOCUMENTS A. Geotechnical Report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. B. ASTM 1. D1557, Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort 2. D1586, Method for Penetration Tests and Split-Barrel Sampling of Soils 3. D2487, Classification of Soils for Engineering Purposes 4. D3740, Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. 5. D4318. Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils 6. E329, Specification for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction 7. E548, Guide for General Criteria Used for Evaluating Laboratory Competence C. California Building Code, California Code of Regulations, Title 24, Part 2, Chapter 18, Soils and Foundations, and Chapter 33, Safeguards During Construction D. Caltrans Standard Specifications, 2015 1. Section 17, General 2. Section 19, Earthwork E. CAL/OSHA, Title 8. All-Inclusive Playground at Jollyman Park City of Cupertino Earth Moving Bid Set 312000-2 January 2024 1.5 DEFINITIONS A. Borrow: Approved soil material imported from off-site for use as Structural Fill or Backfill. B. Excavation: Removal of material encountered above subgrade elevations. 1. Authorized Over-Excavation: Excavation below subgrade elevations or beyond indicated horizontal dimensions as shown on plans or authorized by the Geotechnical Engineer. 2. Unauthorized Over-Excavation: Excavation below subgrade elevations or beyond indicated horizontal dimensions without authorization by the Geotechnical Engineer. Unauthorized excavation shall be without additional compensation. C. Geotechnical Testing Agency: An independent testing agency qualified according to ASTM E329 to conduct soil materials and rock definition testing, as documented according to ASTM D3740 and ASTM E548. D. Structural Backfill: Soil materials approved by the Geotechnical Engineer and used to fill excavations resulting from removal of existing below grade facilities, including trees. E. Structural Fill: Soil materials approved by the Geotechnical Engineer and used to raise existing grades. F. Rock: Rock material in beds, ledges, unstratified masses, and conglomerate deposits and boulders of rock material ¾ cubic yards or more in volume that when tested by an independent geotechnical testing agency, according to ASTM D1586, exceeds a standard penetration resistance of 100 blows/2 inches. G. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below grade. H. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, base or topsoil materials. I. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of weeds, roots, and other deleterious materials. J. Unsuitable Material: Any soil material that is not suitable for a specific use on the Project. The Geotechnical Engineer will determine if a soil material is unsuitable. K. Relative Compaction: In-place dry density of soil expressed as percentage of maximum dry density of same materials, as determined by laboratory test procedure ASTM D1557. L. Utilities: onsite underground pipes, conduits, ducts and cables. 1.6 SUBMITTALS A. Follow submittal procedure outlined in Section 01 10 00, Supplemental General Requirements. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Earth Moving March 2024 312000-3 B. Samples: 1. If required by the Geotechnical Engineer, provide 20 pound samples, sealed in airtight containers, tagged with source locations and suppliers of each proposed soil material from on-site or borrow sources, 72 hours prior to use. Do not import materials to the Project without written approval of the Geotechnical Engineer. 2. Provide materials from same source throughout work. Change of source requires approval of the Geotechnical Engineer. C. Material Test Reports: Provide, from a qualified testing agency, the following test results showing compliance with the project requirements. D. Classification according to ASTM D2487 of each onsite or borrow soil material proposed for fill and backfill. 1. Laboratory compaction curve in conformance with ASTM D1557 for each onsite or borrow soil material proposed for fill and backfill. 1.7 QUALITY ASSURANCE A. Provide an independent testing agency qualified according to ASTM E329 to conduct soil materials and rock definition testing, as documented according to ASTM D3740 and ASTM E548. B. Conform all work and materials to the recommendations or requirements of the Geotechnical Report and meet the approval of the Geotechnical Engineer. C. Conform all work in accordance with Caltrans Standard Specification Section 17, General and Section 19, Earthwork. D. Percentage of compaction specified shall be the minimum acceptable. The percentage represents the ratio of the dry density of the compacted material to the maximum dry density of the material as determined by the procedure set forth in ASTM D1557. E. Perform excavation, filling, compaction and related earthwork under the observation of the Geotechnical Engineer. Materials placed without approval of the Geotechnical Engineer will be presumed to be defective and, at the discretion of the Geotechnical Engineer, shall be removed and replaced at no cost to the City’s Representative. Notify the Geotechnical Engineer at least 24 hours prior to commencement of earthwork and at least 48 hours prior to testing. F. The Geotechnical Engineer will perform observations and tests required to enable him to form an opinion of the acceptability of the Project earthwork. Correct earthwork that, in the opinion of the Geotechnical Engineer, does not meet the requirements of these Technical Specifications and the Geotechnical Report. G. Upon completion of the construction work, certify that all compacted fills and foundations are in place at the correct locations, and have been constructed in accordance with sound construction practice. In addition, certify that the materials used are of the types, quality and quantity required by these Technical Specifications and the Geotechnical Report. The Contractor shall be responsible for the stability of all fills and backfills constructed by his forces and shall replace portions that in the opinion of the Geotechnical Engineer have been displaced or are otherwise unsatisfactory due to the Contractor’s operations. H. Finish subgrade tolerance at completion of grading: All-Inclusive Playground at Jollyman Park City of Cupertino Earth Moving Bid Set 312000-4 January 2024 1. Building and paved areas:0.05 feet 2. Other areas:0.10 feet 1.8 PROJECT CONDITIONS A. Promptly notify the City’s Representative of surface or subsurface conditions differing from those disclosed in the Geotechnical Report. First notify the City’s Representative verbally to permit verification and extent of condition and then in writing. No claim for conditions differing from those anticipated in the Contract Documents and disclosed in the Geotechnical Report will be allowed unless the Contractor has notified the City’s Representative in writing of differing conditions prior to the Contractor starting work on affected items. B. Protect open excavations, trenches, and the like with fences, covers and railings to maintain safe pedestrian and vehicular traffic passage. C. Prevent erosion of freshly-graded areas during construction and until such time as permanent drainage and erosion control measures have been installed in accordance with Section 01 50 50, Erosion Control. D. Temporarily stock-pile fill material in an orderly and safe manner and in a location approved by the City’s Representative. E. Environmental Requirements: When unfavorable weather conditions necessitate interrupting earthwork operation, areas shall be prepared by compaction of surface and grading to avoid collection of water. Provide adequate temporary drainage to prevent erosion. After interruption, compaction specified in last layer shall be re-established before resuming work. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: On-site soils are considered suitable for use as fill provided the materials are placed in accordance with Geotechnical Recommendations. Highly expansive soils shall not be used as select structural fill, or used as backfill for trenches located within hardscape areas. B. Imported fill soils, if required, should be predominantly granular in nature, and should be free of organics, debris, or rocks over 3 inches in size, and shall be approved by the Geotechnical Engineer before importing to the site. Imported non-expansive soils shall have a Plasticity Index less than 15 as determined by ASTM D4318, an R-value of at least 20, and fines content between 15 and 65 percent. Import fill shall be considered non-hazardous per Department of Toxic Substances Control guidelines (DTSC, 2017) and non-corrosive per Caltrans Corrosion Guidelines (Caltrans, 2015). All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Earth Moving March 2024 312000-5 2.2 SOIL STERILANT A. Commercial chemical for weed control, registered by EPA. Provide granular, liquid or wet-able powder form. PART 3 - EXECUTION 3.1 GENERAL A. Perform work in accordance with Caltrans Standard Specification Section 19, Earthwork, as modified by the Contract Documents. B. Placement and compaction of material by flooding, ponding, or jetting will not be permitted. C. The use of explosives will not be permitted. D. Grading and earthwork operations shall be observed and tested by a representative of the Geotechnical Engineer for conformance with the project plans/specifications and the geotechnical recommendations. This work includes site preparation, selection of satisfactory materials, and placement and compaction of the subgrades and fills. Sufficient notification prior to commencement of earthwork is essential to make certain that the work will be properly observed. 3.2 CONTROL OF WATER AND DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding the site and surrounding area. Provide dewatering equipment necessary to drain and keep excavations and site free from water. B. Dewater during backfilling operation so that groundwater is maintained a least 1 foot below level of compaction effort. C. Obtain the Geotechnical Engineer’s approval for proposed control of water and dewatering methods. D. Protect subgrades from softening, undermining, washout and damage by rain or water accumulation. E. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. F. Maintain dewatering system in place until dewatering is no longer required. 3.3 WET WEATHER CONDITIONS A. Do not prepare subgrade, place or compact soil materials if subgrade or materials are above optimum moisture content. All-Inclusive Playground at Jollyman Park City of Cupertino Earth Moving Bid Set 312000-6 January 2024 B. If the Geotechnical Engineer allows work to continue during wet weather conditions, conform to supplemental recommendations provided by the Geotechnical Engineer. 3.4 BRACING AND SHORING A. Conform to California and Federal OSHA requirements. B. Place and maintain such bracing and shoring as may be required to support the sides of the excavations for the proper protection of workmen; to facilitate the work; to prevent damage to the facility being constructed; and to prevent damage to adjacent structures or facilities. Remove all bracing and shoring upon completion of the work. C. Be solely responsible for all bracing and shoring and, if requested by the City’s Representative, submit details and calculations to the City’s Representative. The City’s Representative may forward the submittal to the Geotechnical Engineer, the Consulting Engineer and/or the California Division of Industrial Safety for their review. The Contractor's submittal shall include the basic design, assumed soils conditions and estimation of forces to be resisted, together with plans and specifications of the materials and methods to be used, and shall be prepared by a civil engineer or structural engineer registered in California. No excavations related to the proposed facility shall precede a response to the submittal by the City’s Representative. D. Be solely responsible for installing and extracting the sheathing in a manner which will not disturb the position or operation of the facility being constructed or adjacent utilities and facilities. 3.5 EXCAVATION A. Excavate earth and rock to lines and grades shown on plans and to the neat dimensions indicated on the plans, required herein or as required to satisfactorily compact backfill. B. Remove and dispose of large rocks, pieces of concrete and other obstructions encountered during excavation. C. Excavation through buried concrete and other unknown obstructions will require specialized techniques for demolition and removal. D. Where forming is required, excavate only as much material as necessary to permit placing and removing forms. E. Provide supports, shoring and sheet piles required to support the sides of excavations or for protection of adjacent existing improvements. 3.6 GRADING A. Uniformly grade the Project to the elevations shown on plans B. Finish ditches, gutters and swales to the sections, lines and grades indicated and to permit proper surface drainage. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Earth Moving March 2024 312000-7 C. Round tops and bottoms of slopes as indicated or to blend with existing contours. 3.7 SUBGRADE PREPARATION A. Subgrade Preparation: Prior to backfilling depressions created by the removal of old foundations and utility lines, scarify the bottom of the excavation to an approximate depth of 8 inches and uniformly moisture condition the scarified surfaces to a moisture content that is at least 2 percent over optimum. Compact the scarified surfaces to a minimum of 90 percent relative compaction at above optimum moisture content. B. Over-excavate any remaining soft (pumping) areas down to firm soil and backfill the area. C. Subgrade shall be maintained in a moist, but not wet, condition by periodically sprinkling water prior to the placement of additional fill or installation of roads. Subgrade that has been permitted to dry out and loosen or develop desiccation cracking should be scarified, moisture conditioned, and re-compacted as recommended above. D. Install underground utilities and service connections prior to final preparation of subgrade and placement of base materials for final surface facilities. Extend services so that final surface facilities are not disturbed when service connections are made. E. Prepare subgrades under the structural section of paved areas, curbs, gutters, walks, structures, other surface facilities and areas to receive structural fill. F. Protect utilities from damage during compaction of subgrades and until placement of final pavements or other surface facilities. G. Obtain the Geotechnical Engineer’s approval of subgrades prior to placing pavement structural section. 3.8 KEYWAYS AND BENCHES A. Provide keyways as indicated for fill slopes steeper than 6 horizontal to 1 vertical. Extend keyway 5 feet minimum into competent, undisturbed soil or 3 feet minimum into competent, undisturbed rock as directed by the Geotechnical Engineer. B. Place subsurface drains in bottom of keyway in accordance with Section 33 46 00, Bioretention Subdrainage. C. Bench subgrade as indicated above toe of fill. D. Place subsurface drains at benches every 20 vertical feet or as directed by the Geotechnical Engineer. 3.9 LOT FINISH GRADING A. Blade finish lots to lines and grades indicated. All-Inclusive Playground at Jollyman Park City of Cupertino Earth Moving Bid Set 312000-8 January 2024 3.10 FILL PLACEMENT AND COMPACTION A. Place fill in uniformly moisture conditioned and compacted lifts not exceeding 8 inches in loose thickness. Each lift should be thoroughly moisture conditioned and compacted to 90 percent before successive fill layers are placed. B. In order to achieve satisfactory compaction in the subgrade and fill soils, it may be necessary to adjust the soil moisture content at the time of soil compaction per geotechnical recommendations. This may require that water be added and thoroughly mixed into any soils which are too dry or that scarification and aeration be performed in any soils which are too wet. C. Obtain the Geotechnical Engineer’s approval of surface to receive structural fill prior to placement of structural fill material. D. Place structural fill on prepared subgrade. E. Do not drop fill on structures. Do not backfill around, against or upon concrete or masonry structures until structure has attained sufficient strength to withstand loads imposed and the horizontal structural system had been installed. F. Do not compact by ponding, flooding or jetting. G. Perform compaction using rollers, pneumatic or vibratory compactors or other equipment and mechanical methods approved by the Geotechnical Engineer. H. Compaction requirements (unless specified otherwise by the Geotechnical Engineer): 1. Compact structural fills less than 5 feet thick to 90 percent compaction. 2. Compact structural fill 5 feet thick or greater to 95 percent compaction. 3. Compact the upper 6 inches of subgrade soils beneath pavements, curbs and gutters to 95 percent compaction. Extend compaction 5 feet beyond pavement edges unless specified otherwise by the Geotechnical Engineer. 4. Compact the upper 6 inches of subgrade soils under walks, structures and areas to receive structural fill to 90 percent compaction. 3.11 SOIL STERILIZATION A. Apply soil sterilant to areas indicated, such as beneath asphalt concrete pavement, brick pavement, concrete pavement and at grade concrete slabs, including sidewalks, curbs and gutters. Also where indicated apply soil sterilant below expansion and control joints and at areas where pipes, ducts or other features penetrate slabs. B. Apply soil sterilant uniformly and at the rates recommended by the manufacturer. C. Apply soil sterilant to prepared subgrade, or after installation of aggregate base as recommended by the manufacturer. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Earth Moving March 2024 312000-9 3.12 DISPOSAL A. Lawfully dispose of all unsuitable and excess or surplus material off-site at no cost to the City’s Representative. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Utility Trenching and Backfill March 2024 312100-1 SECTION 31 21 00 UTILITY TRENCHING AND BACKFILL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavation, bedding, and backfill for underground storm drain, sanitary sewer, and water piping, underground HVAC piping, electrical conduit, telephone conduit, gas piping, cable TV conduit, etc., and associated structures. B. Provide labor, material, equipment, and services necessary to complete the backfilling and compacting as necessary for this project. Section includes, but is not limited to: 1. Select Backfill Material 2. Aggregate Base 3. Detectable Tape 4. Trench Excavation 5. Pipe Bedding 6. Trench Backfill 7. Trench Surfacing C. This section excludes drainage fill material and placement around subdrains. See Section 33 46 00 – Bioretention Subdrainage. 1.2 RELATED SECTIONS A. Section 22 11 16 – Domestic Water Piping B. Section 31 10 00 – Site Clearing C. Section 31 20 00 – Earthwork Moving D. Section 33 40 00 – Storm Drainage Utilities E. Section 33 46 00 – Bioretention Subdrainage 1.3 RELATED DOCUMENTS A. A.Geotechnical Report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. B. ASTM 1. D1557, Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort. 2. D2321, Standard Practice for Underground Installation of Thermoplastic Pipe for Sewer and Other Gravity-Flow Applications. C. California Administrative Code, Title 24, Part 2 - Basic Building Regulations, Chapter 24, Excavations, Foundations, and Retaining Walls. D. Caltrans Standard Specifications, 2015 All-Inclusive Playground at Jollyman Park City of Cupertino Utility Trenching and Backfill Bid Set 312100-2 January 2024 1. Section 19, Earthwork 2. Section 26, Aggregate Bases 3. Section 68, Subsurface Drains 4. Section 96, Geosynthetics E. CAL/OSHA, Title 8 1.4 DEFINITIONS A. AC: Asphalt Concrete B. ASTM: American Society for Testing and Materials C. Base: The layer placed between the subgrade and surface pavement in a paving system. D. Bedding: Material from bottom of trench to bottom of pipe E. CDF: Controlled Density Fill F. DIP: Ductile Iron Pipe G. Engineered Fill: 1. Soil or soil-rock material approved by the Owner and transported to the site by the Contractor in order to raise grades or to backfill excavations. 2. Contractor shall provide sufficient tests, and a written statement that all materials brought onto the project site comply with specification requirements. H. Excavation: Consists of the removal of material encountered to subgrade elevations I. Initial Backfill: Material from bottom of pipe to 12 inches above top of pipe J. PCC: Portland Cement Concrete K. RCP: Reinforced Concrete Pipe L. Relative Compaction: In-place dry density of soil expressed as percentage of maximum dry density of same materials, as determined by laboratory test procedure ASTM D1557. M. Springline of Pipe: Imaginary line on surface of pipe at a vertical distance of ½ the outside diameter measured from the top or bottom of the pipe. N. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill immediately below base. O. Subsequent Backfill: Material from 12 inches above top of pipe to subgrade of surface material or subgrade of surface facility or to finish grade. P. Trench Excavation: Removal of material encountered above subgrade elevations and within horizontal trench dimensions. 1. Authorized Trench Over-Excavation: Excavation below trench subgrade elevations or beyond indicated horizontal trench dimensions as shown on plans or authorized by the Geotechnical Engineer. 2. Unauthorized Trench Over-Excavation: Excavation below trench subgrade elevations or beyond indicated horizontal trench dimensions without authorization All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Utility Trenching and Backfill March 2024 312100-3 by the Geotechnical Engineer. Unauthorized excavation shall be without additional compensation. Q. Utility Structures: 1. Storm drainage manholes, catch basins, drop inlets, curb inlets, vaults, etc. 2. Sanitary sewer manholes, vaults, etc. 3. Water vaults, etc. 1.5 SUBMITTALS A. Follow submittal procedures outlined in the City of Cupertino Project Manual. B. Test Reports: Submit the following report for import material directly to the Owner from the Contractor’s testing services: 1. Compaction test reports for aggregate base. C. Samples: 1. If required by the Geotechnical Engineer, provide 20-pound samples of all imported trench bedding and backfill material sealed in airtight containers, tagged with source locations and suppliers of each proposed material. Do not import materials to Project without written approval of the Geotechnical Engineer and the Owner. 2. Provide materials from same source throughout work. Change of source requires approval of the Geotechnical Engineer and the Owner. 1.6 QUALITY ASSURANCE A. Conform all work and materials to the recommendations or requirements of the Geotechnical Report and meet the approval of the Geotechnical Engineer. B. Conform all work to the appropriate portion(s) of the Caltrans Standard Specifications, Section 19, Earthwork. C. Percentage of compaction specified shall be the minimum acceptable. The percentage represents the ratio of the dry density of the compacted material to the maximum dry density of the material as determined by the procedure set forth in ASTM D 1557. D. The Geotechnical Engineer will perform observations and tests required to enable him to form an opinion of the acceptability of the trench backfill. Correct the trench backfill that, in the opinion of the Geotechnical Engineer, does not meet the requirements of these Technical Specifications and the Geotechnical Report. 1.7 PROJECT CONDITIONS A. Promptly notify the Owner of surface or subsurface conditions differing from those disclosed in the Geotechnical Report. First notify the Owner verbally to permit verification and extent of condition and then in writing. No claim for conditions differing from those anticipated in the Contract Documents and disclosed in the Geotechnical Report will be allowed unless Contractor has notified the Owner in writing of differing conditions prior to contractor starting work on affected items. B. Barricade open excavations and post with warning lights. 1. Operate warning lights and barricades as required. All-Inclusive Playground at Jollyman Park City of Cupertino Utility Trenching and Backfill Bid Set 312100-4 January 2024 2. Protect structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations, from damages caused by settlement, lateral movement, undermining, washout, and other hazards. 3. Protect open, trenches, and utility structure excavations with fences, covers and railings to maintain safe pedestrian and vehicular traffic passage. C. Stockpile on-site and imported backfill material temporarily in an orderly and safe manner. D. Provide dust and noise control in conformance with the City of Cupertino Project Manual. E. Environmental Requirements: 1. Protect existing storm drainage system from silt and debris resulting from construction activities. If contamination occurs, remove contamination at no cost to the District. 2. Protect existing streams, ditches and storm drain inlets during work on this project. F. Protection of Subgrade: Do not allow equipment to pump or rut subgrade, stripped areas, footing excavations, or other areas prepared for project. G. Transport all excess soils materials by legally approved methods to disposal areas. 1. Coordinate with the Engineer. 2. Any additional fill requirements shall be the responsibility of the Contractor. 1.8 EXISTING UTILITIES A. Locate existing underground utilities in the areas of work. For utilities that are to remain in place, provide adequate means of protection during excavation operations. 1. Locating of existing underground utilities shall include but not be limited to pot- holing prior to the start of construction. B. Should uncharted or incorrectly charted piping or other utilities be encountered during excavation, consult Owner and/or utility agency immediately for directions. 1. Cooperate with the Owner and public and private utility companies in keeping their respective services and facilities in operation. 2. Repair damaged utilities to the satisfaction of the agency with jurisdiction. C. Do not interrupt existing utilities serving facilities occupied and used by the Owner or others, except when permitted in writing by the Owner and then only after acceptable temporary utility services have been provided. PART 2 - PRODUCTS 2.1 GENERAL A. Import materials will be subject to approval of the Geotechnical Engineer. B. For approval of imported fill material, notify the Owner at least 7 days in advance of intention to import material. 2.2 PIPE BEDDING AND INITIAL BACKFILL A. ASTM D2321, Class IA, IB or II. 1. Clean and free of clay, silt or organic matter. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Utility Trenching and Backfill March 2024 312100-5 B. Permeable Material: In accordance with Section 68-2.02F of Caltrans Standard Specifications, Class 1, Type A or Class 2. C. Class 2 Aggregate Base: In accordance with Section 26 of Caltrans Standard Specifications, ¾ inch maximum. D. Sand: In accordance with Section 19-3.02F of Caltrans Standard Specifications. 2.3 SELECT BACKFILL A. Select backfill material shall be gravel, free of clay or organic matter and shall conform to the following gradation: Sieve Size Percentage Passing 1 inch 100 ¾ inch 90 – 100 No. 4 35 – 60 No. 200 2 - 9 B. For gas pipe and fuel piping select backfill shall be clean, graded building sand conforming to the following gradation: Sieve Size Percentage Passing No. 4 100 No. 200 0 -5 2.4 WARNING TAPE A. Polyethylene plastic and metallic core or metallic-faced, acid- and alkali-resistant, polyethylene plastic warning tape manufactured specifically for warning and identification of buried utility lines. Provide tape on rolls, 3 inch minimum width, color coded as specified below for the intended utility with warning and identification imprinted in bold black letters continuously over the entire tape length. Warning and identification to read, "CAUTION, BURIED (intended service) LINE BELOW" or similar wording. Color and printing shall be permanent, unaffected by moisture or soil. 1. Warning Tape Color Codes a. Red: Electric b. Yellow: Gas, Oil; Dangerous Materials c. Orange: Telephone and Other Communications d. Blue: Water Systems e. Green: Sewer Systems f. White: Steam Systems g. Gray: Compressed Air 2. Warning Tape for Metallic Piping: Acid and alkali-resistant polyethylene plastic tape conforming to the width, color, and printing requirements specified above. Minimum thickness of tape shall be 0.003 inch. Tape shall have a minimum strength of 1500 psi lengthwise, and 1250 psi crosswise, with a maximum 350 percent elongation. 3. Detectable Warning Tape for Non-Metallic Piping: Polyethylene plastic tape conforming to the width, color, and printing requirements specified above. Minimum thickness of the tape shall be 0.004 inch. Tape shall have a minimum strength of 1500 psi lengthwise and 1250 psi crosswise. Tape shall be manufactured with integral wires, foil backing, or other means of enabling detection by a metal detector when tape is buried up to 3 feet deep. Encase metallic element All-Inclusive Playground at Jollyman Park City of Cupertino Utility Trenching and Backfill Bid Set 312100-6 January 2024 of the tape in a protective jacket or provide with other means of corrosion protection. 2.5 DETECTION WIRE FOR NON-METALLIC PIPING A. Detection wire shall be insulated single strand, solid copper with a minimum of 12 AWG. 2.6 SUBSEQUENT BACKFILL A. Conform to on-site or imported structural backfill in Section 31 20 00, Earth Moving. 2.7 CONTROLLED DENSITY FILL (CDF) (in trenches) A. Provide non-structural CDF, from bottom of trench to finish subgrade of subbase or base material, that can be excavated by hand and produce unconfined compressive 28-day strengths from 50-psi to a maximum of 150-psi. Provide aggregate no larger than 3/8 inch top size. The 3/8 inch aggregate shall not comprise more than 30% of the total aggregate content. B. Cement: Conform to the standards as set forth in ASTM C150, Type II Cement. C. Fly Ash: Conform to the standards as set forth in ASTM C618, for Class F pozzolan. Do not inhibit the entrainment of air with the fly ash. D. Air Entraining Agent: Conform to the standards as set forth in ASTM C260. E. Aggregates need not meet the standards as set forth in ASTM C33. Any aggregate, producing performances characteristics described herein will be accepted for consideration. The amount of material passing a #200 sieve shall not exceed 12% and no plastic fines shall be present. F. Provide CDF that is a mixture of cement, Class F pozzolan, aggregate, air entraining agent and water. CDF shall be batched by a ready mixed concrete plant and delivered to the job site by means of transit mixing trucks. G. The Contractor shall determine the actual mix proportions of the controlled density fill to meet job site conditions, minimum and maximum strengths, and unit weight. Entrained air content shall be a minimum of 4.0%. The actual entrained air content shall be established for each job with the materials and aggregates to be used to meet the placing and unit weight requirements. Entrained air content may be as high as 20% for fluidity requirements. H. Mix design shall meet the Geotechnical Engineer’s approval. 2.8 CONCRETE STRUCTURE BEDDING AND BACKFILL A. Precast Structures: Same materials to the same heights as specified for pipe bedding and backfill, or other material approved by the Geotechnical Engineer. B. Poured-in-Place Structures: 1. Bedding: Bedding shall meet the approval of the Geotechnical Engineer. In general, bedding is not required, pour bases against undisturbed native earth in cut areas and against engineered fill compacted to 90% relative compaction in embankment areas. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Utility Trenching and Backfill March 2024 312100-7 2. Side Backfill: On-site or imported structural fill meeting the requirements given in Section 31 20 00, Earth Moving. 2.9 Geosynthetics A. Filter Fabric: 1. Filter Fabric: Section 96-1.02 of Caltrans Standard Specifications. 2. Mirafi 140N, Mirafi Inc., or approved equal. PART 3 - EXECUTION 3.1 General A. Comply with the recommendations of the Geotechnical Engineer. B. Protect existing trees to remain. No grading is permitted under the drip line of protected trees. C. Excavations for appurtenant structures, such as, but not limited to, manholes, transition structures, junction structure, vaults, valve boxes, catch basins, thrust blocks, and boring pits, shall be deemed to be in the category of trench excavation. D. Unless otherwise indicated in the Plans, all excavation for pipelines shall be open cut. E. Prior to commencement of work, become thoroughly familiar with site conditions. F. In the event discrepancies are found, immediately notify the Owner in writing, indicating the nature and extent of differing conditions. G. Backfill excavations as promptly as work permits. H. Do not place engineered fill or backfill until rubbish and deleterious materials have been removed and areas have been approved by the Owner. I. Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. J. In excavations, use satisfactory excavated or borrow material. K. Under grassed areas, use satisfactory excavated or borrow material. 3.2 SITE PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, which are to remain, from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect existing storm drainage system from silt and debris resulting from construction activities. If contamination occurs, remove contamination at no cost to the Owner. 3.3 EXISTING UTILITIES A. Identity the location of existing utilities. All-Inclusive Playground at Jollyman Park City of Cupertino Utility Trenching and Backfill Bid Set 312100-8 January 2024 1. Prior to trenching, the Contractor shall excavate at locations specifically indicated on the Plans, if any, and where new lines cross other utilities of uncertain depth and determine the elevation of the utility in question to ensure that the new line will clear the potential obstruction. 2. The Contractor shall contact Underground Service Alert (USA) at 1-800-227-2600 for assistance in locating existing utilities. 3. If, after the excavation, a crossing utility does present an obstruction, then the line and grade of the new line will be adjusted as directed by the Owner to clear the utility. B. Protect all existing utilities to remain in operation. C. Movement of construction machinery and equipment over existing pipes and utilities during construction shall be at Contractor’s risk. D. Excavation made with power-driven equipment is not permitted within 2 feet of any known utility or subsurface structure. 1. Use hand or light equipment for excavating immediately adjacent to known utilities or for excavations exposing a utility or buried structure. 2. Start hand or light equipment excavation on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured. 3. Support uncovered lines or other existing work affected by excavation until approval for backfill is obtained. 4. Report damage of utility line or subsurface structures immediately to the Owner. E. Backfill trenches resulting from utility removal in lifts of 8 inches maximum. 3.4 TRENCH EXCAVATION A. General 1. Excavation shall include removal of all water and materials that interfere with construction. The Contractor shall remove any water which may be encountered in the trench by pumping or other methods during the pipe laying, bedding and backfill operations. Material shall be sufficiently dry to permit approved jointing. 2. Excavation shall include the construction and maintenance of bridges required for vehicular and pedestrian traffic, support for adjoining utilities. 3. The Contractor shall be responsible to safely direct vehicular and pedestrian traffic through or around his/her work area at all times. 4. The Contractor shall relocate, reconstruct, replace or repair, at his/her own expense, all improvements which are in the line of construction or which may be damaged, removed, disrupted or otherwise disturbed by the Contractor. B. Existing Paving and Concrete: 1. Existing pavement over trench shall be sawcut, removed, and hauled away from the job. Existing pavement shall be neatly sawcut along the limits of excavations. 2. Existing concrete over the trench shall be sawcut to a full depth in straight lines, at a minimum distance of 12 inches beyond the edge of the trench, either parallel to the curb or a right angles to the alignment of the sidewalk. 3. Boards or other suitable material shall be placed under equipment outrigging to prevent damage to paved surfaces. C. Trench Width: 1. The maximum allowable trench widths at the top of the all pipe materials outside diameter of barrel pipe plus 18 inches. shall be as follows: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Utility Trenching and Backfill March 2024 312100-9 a. The maximum trench width shall be inclusive of all shoring. b. If the maximum trench width is exceeded, the State’s representative may direct the Contractor to encase or cradle the pipe in concrete at no additional charge. 2. For pipes 3 inch diameter and larger, the free working space on each side of the pipe barrel shall not be less than 6 inches. D. Excavation Width at Springline of Pipe: 1. Up to a nominal pipe diameter of 24 inches: Minimum of twice the outside pipe diameter, or as otherwise allowed or required by the Geotechnical Engineer. 2. Nominal pipe diameter of 30 inches through 36 inches: Minimum of the outside pipe diameter plus 2 feet, or as otherwise allowed or required by the Geotechnical Engineer. 3. Nominal pipe diameter of 42 inches through 60 inches: Minimum of the outside pipe diameter plus 3 feet, or as otherwise allowed or required by the Geotechnical Engineer. E. Open Trench: 1. The maximum length of open trench shall be 300 feet or the distance necessary to accommodate the amount of pipe installed in a single day, whichever is greater. No trench shall be left open at the end of the day. 2. Provisions for trench crossings and free access shall be made at all street crossings, driveways, water gate valves, and fire hydrants. 3. Excavate by hand or machine. For gravity systems begin excavation at the outlet end and proceed upstream. Excavate sides of the trench parallel and equal distant from the centerline of the pipe. Hand trim excavation. Remove loose matter. 4. Excavation Depth for Bedding: Minimum of 6 inches below bottom of pipe or as otherwise allowed or required by the Geotechnical Engineer, except that bedding is not required for nominal pipe diameters of 2 inches or less. 5. Over-Excavations: Backfill trenches that have been excavated below bedding design subgrade, with approved bedding material. 6. Where forming is required, excavate only as much material as necessary to permit placing and removal of forms. 7. Grade bottom of trench to provide uniform thickness of bedding material and to provide uniform bearing and support for pipe along entire length. Remove stones to avoid point bearing. F. Excavated Material: 1. All excavated material not required for backfill shall be immediately removed and properly disposed of in a legal manner by the Contractor. 2. Material excavated in streets and roadways shall be laid alongside the trench no closer than 2 feet from the trench edge and kept trimmed to minimize inconvenience to public traffic. 3. Provisions shall be made whereby all storm and wastewater can flow uninterrupted in gutters or drainage channels. 3.5 CONTROL OF WATER AND DEWATERING A. Be solely responsible for dewatering trenches and excavations and subsequent control of ground and surface water. Provide and maintain such pumps or other equipment as may be necessary to control ground water and seepage to the satisfaction of the Geotechnical Engineer and the Owner until backfilling is completed. All-Inclusive Playground at Jollyman Park City of Cupertino Utility Trenching and Backfill Bid Set 312100-10 January 2024 B. Dewater during backfilling operation so that groundwater is maintained a least one foot below level of compaction effort. C. Obtain the Geotechnical Engineer’s approval for proposed control of water and dewatering methods. D. Reroute surface water runoff away from open trenches and excavations. Do not allow water to accumulate in trenches and excavations. E. Maintain dewatering system in place until dewatering is no longer required. 3.6 BRACING AND SHORING A. Conform to California and Federal OSHA requirements. B. Place and maintain such bracing and shoring as may be required to support the sides of the excavations for the proper protection of workmen; to facilitate the work; to prevent damage to the pipes and appurtenances being constructed; and to prevent damage to adjacent structures or facilities. Remove all bracing and shoring upon completion of the work. C. Be solely responsible for all bracing and shoring and, if requested by the Owner, submit details and calculations to the Owner. The Owner may forward the submittal to the Geotechnical Engineer, the Consulting Engineer and/or the California Division of Industrial Safety for their review. The Contractor's submittal shall include the basic design, assumed soils conditions and estimation of forces to be resisted, together with plans and specifications of the materials and methods to be used, and shall be prepared by a civil engineer or structural engineer registered in California. No excavations in trench section or around structures shall precede a response to the submittal by the Owner. D. Be solely responsible for installing and extracting the sheathing in a manner which will not disturb the line, grade, or backfill compaction or operation of the utility being installed or adjacent utilities and facilities. 3.7 PIPE BEDDING A. Obtain approval of bedding material from the Geotechnical Engineer. B. Accurately shape bedding material to the line and grade called for on the Plans. Carefully place and compact bedding material to the elevation of the bottom of the pipe in layers not exceeding 8 inches in loose thickness. Compact bedding material at optimum water content to 90% relative compaction unless specified otherwise on the Plans or by the Geotechnical Engineer. Compact by pneumatic tampers or other mechanical means approved by the Geotechnical Engineer. Jetting or ponding of bedding material will not be permitted. C. Stabilization of Trench Bottom: When the trench bottom is unstable due to wet or spongy foundation, trench bottom shall be stabilized with gravel or crushed rock. The State’s inspector will determine the suitability of the trench bottom and the amount of gravel or crushed rock needed to stabilize a soft foundation. Soft material shall be removed and replaced with gravel or crushed rock as necessary. D. Placement of Bedding Material: The trench bottom shall be cleaned to remove all loose native material prior to placing select backfill material. Sufficient select backfill material shall be placed in trench and tamped to bring trench bottom up to grade of the bottom of All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Utility Trenching and Backfill March 2024 312100-11 pipe. The relative compaction of tamped material shall be not less than 90 percent. It is the intention of these requirements to provide uniform bearing under the full length of pipe to a minimum width of 60 percent of the external diameter. 3.8 BACKFILLING A. Initial Backfill: 1. Obtain approval of backfill material from Geotechnical Engineer. 2. Bring initial backfill up simultaneously on both sides of the pipe, so as to prevent any displacement of the pipe from its true alignment. Carefully place and compact initial backfill material to an elevation of 12 inches above the top of the pipe in layers not exceeding 8 inches in loose thickness. Compact bedding material at optimum water content to 90% relative compaction unless specified otherwise on the Plans or by the Geotechnical Engineer. Compact by pneumatic tampers or other mechanical means approved by the Geotechnical Engineer. Jetting or ponding of initial backfill material will not be permitted. B. Pipe Detection: In trenches containing pressurized plastic pipes, tracer wire shall be placed directly above the pipe and shall be connected to all valves, existing exposed tracer wires, and other appurtenances as appropriate. C. Installation of Tracer Wire: 1. Install a continuous length of tracer wire for the full length of each run of nonmetallic pipe. 2. Attach wire to top of pipe in such manner that it will not be displaced during construction operations. 3. Form a mechanically and electrically continuous line throughout the pipeline, extending to the nearest valve or other pipeline appurtenance. Extend the wire up the outside of the valve box/riser and cut a hole that is 8 inches from the top, extend a 12 inch wire lead to the inside of the box. At other pipeline appurtenances, terminate the 12 inch wire lead inside the enclosure. 4. Splice wire with a splicing device consisting of and electro-tin plated seamless copper sleeve conductor. Install as recommended by the manufacturer. Wrap splices and damaged insulation with electrician’s tape. D. Installation of Warning Tape 1. Install tape approximately 1 foot above and along the centerline of the pipe. 2. Where tape is not continuous lap tape ends a minimum of 2 feet. E. Subsequent Backfill: 1. Above the level of initial backfill, the trench shall be backfilled with non-expansive native material from trench excavation or with imported select backfill material (Contractor’s option). Subsequent backfill shall be free of vegetable matter, stones or lumps exceeding 3 inches in greatest dimension, and other unsatisfactory material. 2. Bring subsequent backfill to subgrade or finish grade as indicated. Carefully place and compact subsequent backfill material to the proper elevation in layers not exceeding 8 inches in loose thickness. Compact bedding material at optimum water content to 90% relative compaction, except that the upper 36 inches in areas subject to vehicular traffic shall be compacted to at least 95% relative compaction, unless specified otherwise on the Plans or by the Geotechnical Engineer. Compact by pneumatic tampers or other mechanical means approved by the Geotechnical Engineer. Jetting or ponding of subsequent backfill material will not be permitted. All-Inclusive Playground at Jollyman Park City of Cupertino Utility Trenching and Backfill Bid Set 312100-12 January 2024 F. Do not use compaction equipment or methods that produce horizontal or vertical earth pressures that may cause excessive pipe displacement or damage the pipe. Jetting of trench backfill is not permitted. G. Utility backfill shall be inspected and tested by the Geotechnical Engineer during placement. Cooperate with the Geotechnical Engineer and provide working space for such tests in operations. Backfill not compacted in accordance with these specifications shall be re-compacted or removed as necessary and replaced to meet the specified requirements, to the satisfaction of the Geotechnical Engineer and the Owner prior to proceeding with the Project. H. Compaction testing shall be in accordance with California Test Method ASTM D1556 or D1557. 3.9 CLEANUP A. Upon completion of utility earthwork all lines, manholes catch basins, inlets, water meter boxes and other structures shall be thoroughly cleaned of dirt, rubbish, debris and obstructions of any kind to the satisfaction of the Owner. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Grading March 2024 312200-1 SECTION 312200 GRADING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for Grading, including: 1. Excavation and/or mounding of project site. 2. Furnishing and placing approved borrow or import as necessary to meet grades shown on the plan. 3. Subgrade preparation and compaction. B. Related Requirements 1. Refer to City of Cupertino Project Manual 2. Section 024100, Demolition 3. Section 311000, Site Clearing 4. Section 328400, Irrigation 5. Section 329300, Planting 6. Section 334000, Storm Drainage Utilities 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 REFERENCES A. ASTM 1. C33: Concrete Aggregates. 2. D1557: Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using ten pound (10 lb. or 0.54 kg) Rammer and eighteen inch (18” or 457 mm) Drop. 3. D2922: Density of Soil and Soil Aggregate in Place by Nuclear Methods (Shallow Depths). B. California Administrative Code, Title 24, Part 2 – Basic Building Regulations, Chapter 24 – Excavations, Foundations, and Retaining Walls. C. Current CalTrans Standard Specifications 1. Standard Test Methods: No. 231. D. CCR, Title 8, Industrial Relations. E. Geotechnical Report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. All-Inclusive Playground at Jollyman Park City of Cupertino Grading Bid Set 312200-2 January 2024 ADMINISTRATIVE REQUIREMENTS F. Sequencing: Contractor shall perform the following tasks in this order: 1. Rough grading shall occur prior to layout of surface features. 2. Layout of underground utilities shall occur prior to trenching. 3. Fine grading shall occur prior to planting. 1.4 SUBMITTALS A. All tests indicating conformance to project requirements shall be paid for by the Contractor. Costs of retesting and reinspection required as the result of inadequate, insufficient, or incomplete work by the Contractor shall be deducted from the contract amount. B. Site Test Reports: Provide a complete soil analysis of any proposed imported soil from Soil and Plant Laboratory, Inc., 352 Mathew Street, Santa Clara, CA, 95050, (408) 727- 0330, or approved equal. C. Samples: Samples of all proposed imported materials, minimum eighty (80) pounds, tagged with source location and supplier shall be submitted to the Geotechnical Consultant or his representative at least fifteen (15) days prior to import. Materials shall not be imported to jobsite without written approval by the City’s Representative. D. Trench Excavation and Shoring: The Contractor shall provide the City’s Representative with a letter identifying the company’s “Competent Person” overseeing excavation activities, and a copy of the company’s current OSHA permit. The Contractor shall also submit for approval a trench excavation safety plan conforming to Sections 5-1.02A and 7-1.01E of the State Standard Specifications. E. Compaction Test Method: Where referred to in these specifications, “compaction” or “relative compaction” shall mean the in-place dry density of soil expressed as a percentage of the maximum dry density of the same material as determined by ASTM D- 1557. F. The Contractor shall provide compaction testing as required to confirm compliance with these plans and specifications. All costs of such testing will be borne by the City, except as specified in Section 014000, Quality Requirements. G. City Representative shall be present during all site clearing and grading operations to test and to observe earthwork construction. City Representative shall be notified at least two working days prior to commencement of any grading operations to allow for discussion and planning with the earthwork, underground and paving contractors. 1.5 DELIVERY, STORAGE, AND HANDLING A. Materials: Attention is directed to Section 6, Control of Materials, of the Caltrans Standard Specifications and these Special Provisions. All materials required to complete the work under this contract shall be furnished by the Contractor. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Grading March 2024 312200-3 1.6 WARRANTY A. Final Guarantee: Contractor shall provide guarantee according to City of Cupertino General Conditions. 1.7 SITE CONDITIONS A. Reference Points: All bench marks, monuments, signs, and other reference points shall be maintained; if disturbed or destroyed, they shall be replaced by the Contractor as directed by the City’s Representative. B. Ambient Conditions: When unfavorable weather conditions necessitate interrupting filling and grading operations, areas shall be prepared by compaction of surface and grading to avoid collection of water. Adequate temporary drainage shall be provided to prevent erosion. After interruption, compaction specified in last layer shall be verified or reestablished before resuming. C. Dewatering: No soil shall be compacted during periods of rain or when the ground is not drained of all free water. Soil that has been stockpiled and wetted by rain or by any other cause shall not be compacted until completely drained and until the moisture content is within the limits approved by the City. PART 2 - PRODUCTS 2.1 FILL MATERIALS A. Existing material may be used for fill after removal of all debris, and after being moisture- conditioned, if it meets the criteria in paragraph B below. B. Soil imported to the site and used for compacted fill shall be free of perishable organic material, and shall meet the following requirements: 1. Physical: Close Graded with 35% or more passing No. 4 sieve and either: Expansion Index of 50 or less, Plasticity Index of 15 or less, or less than 10% by dry weights passing though No. 200 sieve. 2. Chemical: Salinity Limit (ECe) saturation extract of 4.0 sodium (SAR) limit of less than 8.0. 3. Boron: Saturation extraction concentration less than 1.0 ppm. C. Minor quantities of material not meeting the above gradation may be mixed and blended with other on-site material if the resulting mixture conforms to the specifications. If the quantity of material not in conformance with the specifications becomes excessive in the opinion of the Geotechnical Engineer, it shall be removed from the site. D. Topsoil: See Section 32 93 00, Planting, for topsoil requirements. All-Inclusive Playground at Jollyman Park City of Cupertino Grading Bid Set 312200-4 January 2024 PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions: Prior to commencement of site grading work the Contractor shall notify the City’s Representative that the site has been cleared. The City’s Representative shall have sufficient time to review the site. Site grading shall not commence until the City’s Representative has completed review of the site and the City has given approval to proceed. 3.2 PREPARATION A. Protection of In-Place Conditions 1. Surrounding areas, surfaces and appurtenances already in place shall be protected during grading. B. Existing irrigation lines to be abandoned shall be capped as directed by City’s Representative. All hose bibs, valves and sprinkler heads removed from the project area prior to commencement of construction shall be salvaged in accordance with these Specifications or as directed by the City’s Representative. C. In the event irrigation lines are discovered passing through the project area to other areas, lines shall be rerouted and maintained in operation during construction as directed by the City’s Representative. 3.3 GRADING A. The Contractor shall be responsible for meeting the finish grades as shown on the plans. Should importation of material be required, the source of import shall be approved by the City’s Representative prior to delivery to the site. Should a net cut result, the Contractor shall dispose of the excess material off-site. B. All areas covered by the project, including excavated and filled areas and adjacent transition areas, shall be uniformly graded so those finished surfaces are at the elevations established by the Plans. See Section 329300, Planting, for more specific planting area requirements. C. Finished surfaces and surfaces to receive paving and aggregate base shall be smooth, compacted, and free from irregular surface drainage and shall not vary more than 0.10 feet from the established grade. D. Ditches, gutters, and swales shall be finished to provide proper surface drainage, per approved plans. E. Any excavated trenches deeper than two (2) feet deep shall be backfilled at the end of each day. All other trenches less than two (2) feet deep shall be adequately barricaded at the end of each day to the satisfaction of the City’s Representative. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Grading March 2024 312200-5 3.4 SUBGRADE PREPARATION A. Subgrade preparation is required under all paved areas, curbs, gutters, walks or structures. B. Surfaces outside designated Tree Protection Zones (TPZ) shall be scarified to a depth of at least six inches (6”) below the final subgrade elevation. The soil material shall be brought to a finely divided condition by harrowing, drying rolling and breaking clods. All boulders or solid rock encountered shall be removed. The soil material shall be uniform for the full depth and width of the subgrade. C. For surfaces within TPZ, allowance depth and methods of scarification shall be coordinated with the Project Arborist and the Geotechnical Engineer. 3.5 FILLING A. The placement of fills shall be done under the supervision of the City’s Representative or designated Geotechnical Consultant. B. Jetting of material shall not be permitted. C. All areas to receive fills shall be uniformly moisture conditioned as required to obtain the required compaction. Where slopes exceed four (4) horizontal to one (1) vertical, initial fill shall be keyed into slope. Areas to receive fills within TPZ shall be coordinated with the Project Arborist and the Geotechnical Engineer. D. Fill material outside of planting areas shall be spread in uniform lifts of not more than eight inches (8”) in uncompacted thickness. Prior to commencing compaction, fills shall be brought to a uniform water content that will permit proper compaction by either aerating the material if it is too wet, or spraying the material with water if it is too dry. Each lift shall be thoroughly mixed before compactions to assure uniform distribution of water content. All fills shall be brought to suitable elevations above grade to provide for anticipated settlement, slope trimming or shrinkage thereof. E. Fill shall not be dropped on any structure. Backfill shall not be placed around, against, or upon any concrete or masonry structure until structure has attained sufficient strength to withstand the loads imposed and the horizontal structural system has been installed. 3.6 COMPACTION A. Fill material shall be compacted with equipment of such weight and design as necessary to obtain the specified compaction. Fill shall be compacted to eighty-five percent (85%) relative compaction in areas to be planted and at least ninety percent (90%) relative compaction in areas to be paved unless otherwise directed. In pavement areas, the upper nine inches (9”) of subgrade shall have a minimum relative compaction of ninety-five percent (95%). The resulting subgrade should be smooth and essentially unyielding. Between successive lifts, the fill surface shall be scarified or otherwise processed to obtain satisfactory bonding between the fill lifts. B. Recompaction: Where, in the judgment of the Geotechnical Engineer, the moisture content is not suitable or insufficient compaction has been obtained, the fill shall be reconditioned and/or recompacted to the specified density prior to placing any additional All-Inclusive Playground at Jollyman Park City of Cupertino Grading Bid Set 312200-6 January 2024 fill material. The Contractor shall be responsible for placing and compacting approved fill material in accordance with these specifications. If the Contractor fails to meet the compaction requirements, he shall reduce his rate of haul, furnish additional spreading, moisture conditioning and/or compacting equipment or make any other adjustments necessary to produce a satisfactory compacted fill. 3.7 SITE QUALITY CONTROL A. Excess Material: Excess material shall be removed by the Contractor to an off-site in a legal manner. The Contractor shall submit to the City’s Representative the locations of the off-site for approval. B. All excavation, filling, and compaction shall be performed under the direct observation of the City’s Representative or designated Geotechnical Consultant. The Contractor shall cooperate with the City’s Representative or designated Geotechnical Consultant in all aspects of the work. Any materials placed or improvements constructed in the absence of the City’s Representative or designated Geotechnical Consultant’s approval to proceed shall be presumed to be defective. At the discretion of the City’s Representative, the areas in question shall be removed and replaced at no cost to the City. The City’s Representative or designated Geotechnical Consultant shall be notified at least forty- eight (48) hours prior to require observation or testing. C. Embankments shall be maintained to the grades shown on the plans until completion and acceptance of the Contract. Suitable allowance for shrinkage shall be provided for by the Contractor. D. The Contractor shall be responsible for the stability of all constructed embankments, and shall replace any portion which, in the City’s Representative’s opinion, has been displaced due to the Contractors negligence. E. The finish soil grade tolerance at the completion of grading is as follows: building and paved areas: +0 to -0.10 feet. Other areas: ±0.10 feet. F. Site Tests and Inspections 1. When the Contractor indicates that site grading is complete and conforming to the plans. City Surveyors may verify the grades. Any discrepancies with the grading plan must be corrected by the Contractor. 2. City’s Representative shall approve finish grades prior to removal of earth moving equipment from project site and prior to turfing and planting operations. 3. Resistance Value (R Value): The R Value of soil materials shall be as determined by California Test Method No. 301. 3.8 PROTECTION A. The Contractor shall protect open excavations, trenches, and the like with fences, covers and railings as required, to maintain safe pedestrian and vehicular traffic passage. B. The Contractor shall prevent erosion of freshly graded areas during construction and until such time as a permanent drainage and erosion control measures have been installed. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Grading March 2024 312200-7 C. Earthwork operations shall be conducted so as to prevent windblown dust and dirt from interfering with the surrounding normal operations. Contractor shall assume liability for all claims related to windblown dust and dirt. Water shall be applied in conformance with applicable provisions of Section 17 of the State Standard Specifications and with Section 1590 (e) of CAL/OSHA, Title 8. 3.9 CLEANING: A. Excess Material: Removal of excess excavated material: Excess material shall be removed by the Contractor to an off-site location in a legal manner. The Contractor shall submit to the City’s Representative the locations for approval. The Contractor shall be responsible to pay for any analytical testing of the excess material that may be required by the disposal facility. 3.10 ATTACHMENTS A. Geotechnical report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-1 SECTION 32 09 00 TEMPORARY TREE AND PLANT PROTECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Refer to City of Cupertino Project Manual 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual 1.3 SUMMARY A. Section includes general protection and pruning of existing trees and plants that are affected by execution of the Work, whether temporary or permanent construction. B. Contractor shall provide all labor and materials necessary to complete tree protection as specified. C. Tree protection includes watering trees, installing fences around trees, and protective measures described below. D. Related Sections: 1. Section 31 10 00, “Site Clearing" for removing existing trees and shrubs. 1.4 DEFINITIONS A. Caliper: Diameter of a trunk measured by a diameter tape 6 inches above the ground for trees up to, and including, 4-inch size; and 12 inches above the ground for trees larger than 4-inch size. B. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and defined by a circle concentric with each tree with a radius defined as one-foot radial distance for every one inch in tree diameter as indicated on Tree Protection Plan. C. Vegetation: Trees, shrubs, groundcovers, grass, and other plants. 1.5 SUBMITTALS A. Provide Submittals in accordance with Section 01 30 00 Administrative Requirements. B. Product Data: For each type of product indicated. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-2 C. Samples for Verification: For each type of the following: 1. Organic Arbor Mulch: One-half (1/2) pound of organic mulch; in sealed plastic bags labeled with composition of materials by percentage of weight and source of mulch. 2. Tree -Protection-Zone Fencing: Assembled Samples of manufacturer's standard size made from full-size components. 3. Protection-Zone Signage: Full-size Samples of each size and text, ready for installation. D. Qualification Data: For qualified ISA Certified arborist and tree service firm. E. Certification: From arborist, certifying that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. F. Maintenance Recommendations: From arborist, for care and protection of trees affected by construction during and after completing the Work, including watering recommendations. G. Existing Conditions: Documentation of existing trees and plantings indicated to remain, which establishes preconstruction conditions that might be misconstrued as damage caused by construction activities. 1. Use sufficiently detailed photographs or videotape. 2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain. 1.6 QUALITY ASSURANCE A. Preinstallation Conference: Conduct conference at Project site. 1. Review methods and procedures related to temporary tree and plant protection including, but not limited to, the following: a. Construction schedule. Verify availability of materials, personnel, and equipment needed to make progress and avoid delays. b. Enforcing requirements for protection zones. c. Arborist's responsibilities. d. Field quality control. 1.7 PROJECT CONDITIONS A. The following practices are prohibited within protection zones: 1. Storage of construction materials, debris, or excavated material. 2. Parking vehicles or equipment. 3. Foot traffic. 4. Erection of sheds or structures. 5. Impoundment of water. 6. Excavation or other digging without supervision of Arborist unless otherwise indicated. 7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-3 B. Do not direct vehicle or equipment exhaust toward protection zones. C. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones and organic mulch. PART 2 - PRODUCTS 2.1 MATERIALS A. Organic Arbor Mulch: Locally produced arbor mulch shall be used as a 6” deep protective cover for soil. Mulch shall be free from deleterious materials and suitable as a top dressing for trees and shrubs, consisting of one of the following: 1. Type: Locally produced arbor mulch from tree and shrub trimmings. 2. Size Range: 3 inches maximum, 1/2 inch minimum. 3. Color: Natural. B. Tree-Protection-Zone Fencing: Fencing fixed in position and meeting the following requirements. Previously used materials may be used when approved by project manager. 1. Chain-Link Protection-Zone Fencing: Galvanized-steel fabricated from minimum 2-inch opening, 0.148-inch- diameter wire chain-link fabric; with pipe posts, minimum 2-3/8- inch- OD line posts, and 2-7/8-inch- OD corner and pull posts; with 1-5/8-inch- OD top rails ; with 0.177-inch- diameter top tension wire and 0.177-inch diameter bottom tension wire; with tie wires, hog ring ties, and other accessories for a complete fence system. a. Height: Per City of Cupertino std dtls (Dtl 6 / L5.20) C. Tree Trunk Protection material: Orange plastic construction fencing or straw waddles. PART 3 - EXECUTION 3.1 EXAMINATION A. Erosion and Sedimentation Control: Examine the site to verify that temporary erosion- and sedimentation-control measures are in place. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones. 3.2 PREPARATION A. Locate and clearly identify trees, shrubs, and other vegetation to remain. Tie a 1-inch blue-vinyl tape around each tree trunk at 54 inches above the ground. B. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. C. Tree-Protection Zones: Mulch areas inside tree-protection zones and other areas indicated. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-4 1. Apply 6-8-inch average thickness of organic arbor mulch. Do not place mulch within 6 inches of tree trunks. 2. ¾” Plywood on top of mulch. 3.3 TREE- AND PLANT-PROTECTION ZONES A. Protection-Zone Fencing: Contractor shall indicate proposed locations of all protection zones and fencing, to protect existing trees to remain, for approval by the Owner’s Representative, prior to installation. Fencing shall be per drawings, unless authorized by the Owner’s Representative. Use chalk paint or other approved method Install protection-zone fencing along edges of protection zones before materials or equipment are brought on the site and construction operations begin in a manner that will prevent people and animals from easily entering protected area except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives, or other vehicular circulation. 1. Chain-Link Fencing: Install to comply with ASTM F 567 and with manufacturer's written instructions. 2. Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to Architect. 3. Access Gates: Adjust to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding. B. Protection-Zone Signage: Install protection-zone signage in visibly prominent locations in a manner approved by Owner’s Representative. Install one sign spaced approximately every 20 feet on protection-zone fencing, but no fewer than two signs with each facing a different direction. C. Maintain protection zones free of weeds and trash. D. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by Architect. E. Maintain tree-protection-zone fencing and signage in good condition as acceptable to Architect and remove when construction operations are complete and equipment has been removed from the site. 1. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. 2. Temporary access is permitted subject to preapproval in writing by arborist if a root buffer effective against soil compaction is constructed. Root buffer shall consist of a 6-8 inch layer of organic arbor mulch covered with 4’x8’ plywood sheets where access is needed. Maintain root buffer so long as access is permitted. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-5 3.4 EXCAVATION A. General: Excavate at edge of protection zones and for trenches indicated within protection zones according to requirements in Division 31 Section "Earth Moving." B. Trenching near Trees: Where utility trenches are required within tree root protection zones, hand excavate under or around tree roots or tunnel under the roots by drilling, auger boring, or pipe jacking. Do not cut main lateral tree roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots as required for root pruning, as directed by arborist. C. Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches back from new construction and as required for root pruning. D. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. 3.5 ROOT PRUNING A. Prior to trenching, layout main and lateral line locations within Drip Line of trees and review locations with Owner's Representative. Examine proposed trench areas for possible conflicting tree roots by hand digging (potholes) to determine tree root sizes and locations. Relocate any lines that may interfere with existing root systems to avoid or reduce damage to root systems as accepted by Arborist / Owner's Representative. B. All construction activity within the Tree Protection Zone, including pruning of all tree roots, to be supervised and approved by the Arborist. Hand dig where required within the tree protection zone. Expose and preserve all roots for inspection. Keep roots covered with moist burlap while waiting for inspection. C. Roots shall be cut cleanly, as far from the trunk of the tree as possible, and not underneath the newly constructed sidewalk. Root pruning shall be to a depth of 18". D. Root pruning shall be performed using a Vermeer Root Cutting Machine. Alternate equipment or techniques must be approved by the arborist. Root pruning shall be completed prior to base or subgrade preparation. E. Selected cuts shall be made using sharp, clean tools, ensuring rapid coverage of cuts with moist native soils. F. Root pruning shall be completed prior to base or subgrade preparation, or to any excavation adjacent to the tree. G. Excavation in an area where roots are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or they must be tunneled around to prevent damage to the root. H. Tree roots shall not remain exposed to drying out. Root ends shall be covered with soil or burlap and kept moist until the final backfill or grade is established. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-6 I. Prophylactic deep root fertilization and crown cleaning to reduce excessive end weights may be considered. 3.6 WATERING A. Contractor shall provide water according to the schedule recommended by the arborist (see 1.4E), so that trees remain in good health throughout construction and during the maintenance period. B. Protect the tree trunk and root crown from water, and ensure all water is absorbed by the soil without any ponding or run-off. 3.7 FIELD QUALITY CONTROL A. Inspections: Engage a qualified arborist to direct plant-protection measures in the vicinity of trees, shrubs, and other vegetation indicated to remain and to prepare inspection reports. B. Approvals: Submit name of arborist for approval by Owner’s Representative, prior to beginning any demolition or construction. Submit a copy of arborist’s inspection report of recommendations for plant-protection for existing plants and trees to remain, prior to demolition operations, and prior to acceptance of the Tree-and Plant-Protection Zones by Owner’s Representative. C. Additions to Arborist’s Report: Through duration of project, the arborist shall add to the arborist’s report a record of the arborist’s root cutting, branch pruning, damage repair to trees and shrubs, recommendations, or other remedial actions taken by Contractor or arborist. At construction completion, as part of final walk-throughs of landscape planting installation, Contractor shall deliver arborist’s final report. 3.8 REPAIR AND REPLACEMENT A. General: Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by Owner’s Representative. 1. Submit details of proposed root cutting and tree and shrub repairs. 2. Have arborist perform the root cutting, branch pruning, and damage repair of trees and shrubs. 3. Treat damaged trunks, limbs, and roots according to arborist's written instructions. 4. Perform repairs within 24 hours. 5. Replace vegetation that cannot be repaired and restored to full-growth status, as determined by Owner’s Representative. B. Trees: Remove and replace trees indicated to remain that are damaged during construction operations that Owner’s Representative determines are incapable of restoring to normal growth pattern. 1. Provide new trees of same size and species as those being replaced for each tree that measures 4 inches or smaller in caliper size. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Temporary Tree and Plant Protection March 2024 129300-7 2. Provide two new trees of 4-inch caliper size for each tree being replaced that measures more than 4 inches in caliper size. 3. Plant and maintain new trees as specified in Division 32 Section "Planting." 3.9 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove excess excavated material, displaced trees, trash and debris, and legally dispose of them off Owner's property. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Base Courses March 2024 321100-1 SECTION 321100 BASE COURSES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for furnishing and installing aggregate base under. 1. Rigid paving 2. Concrete mow bands 3. Concrete curb and gutter 4. Concrete play area curbs and seat walls 5. Miscellaneous footings and pads (as for signs, light posts, drinking fountains, bridge footings, and other items) as indicated on the plans. B. Related Requirements 1. Section 321300, Rigid Paving 2. Section 31 20 00, Earth Moving 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 REFERENCES A. Geotechnical report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. B. Caltrans Standard Specifications, 2022 1. Section 24, Stabilized Soils 2. Section 25, Aggregate Subbases 3. Section 26, Aggregate Bases 4. Section 27, Cement Treated Bases 1.4 DELIVERY, STORAGE, AND HANDLING A. Materials: Attention is directed to Section 6, Control of Materials, of the Caltrans Standard Specifications and these Special Provisions. All materials required to complete the work under this contract shall be furnished by the Contractor. 1.5 WARRANTY A. Final Guarantee: Contractor shall provide guarantee according to City of Cupertino General Conditions. All-Inclusive Playground at Jollyman Park City of Cupertino Base Courses Bid Set 321100-2 January 2024 PART 2 - PRODUCTS 2.1 BASE COURSES A. Materials 1. Rigid Paving Base Courses: Aggregate base course for concrete paving shall be Class 2, three fourths inch (3/4”) maximum as per Caltrans Standard Specification Section 26, Aggregate Bases and Geotechnical Report. 2. Flexible Paving Base Courses: Aggregate base course for asphalt paving shall be Class 2, three fourths inch (3/4”) maximum, as specified in Caltrans Standard Specification Section 26, Aggregate Bases and Geotechnical Report. 3. All subgrade to receive aggregate base shall have been completely tested and approved by the City’s Representative prior to the importation of aggregate base onto the site. See Caltrans Standard Specification Section 26, Aggregate Bases for subgrade preparation and Geotechnical Report. PART 3 - EXECUTION 3.1 PREPARATION A. Protection of In-Place Conditions 1. Surrounding areas, surfaces and appurtenances already in place shall be protected during installation of base courses. B. Surface Preparation 1. Subgrade preparation shall be performed on all areas to receive aggregate base as first, required by the Geotechnical Report, and secondarily, following Caltrans Standard Specification Section 26, Aggregate Bases. 3.2 INSTALLATION A. Placement: Place the aggregate base course in accordance with Caltrans Standard Specification Section 26, Aggregate Bases.. B. Compaction: Compact the aggregate base course as specified in Section 312200, Grading, of these specifications, the Geotechnical Report, and Caltrans Standard Specification Section 26, Aggregate Bases. Compact to ninety five percent (95%) minimum relative density. C. Surface Preparation: Roll the aggregate base course until entire surface is firm, dense, and free from rock pockets and mud pads; do not slurry the base course. Clean the surface of all loose and extraneous material. D. Water the base course after compaction. E. Tolerances: Finish all surfaces to the following tolerance: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Base Courses March 2024 321100-3 1. Aggregate Base Course: Plus 0.00 feet to minus 0.10 feet from line and grade shown on the Drawings. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-1 SECTION 321300 RIGID PAVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for concrete within the ADA Improvements scope only, including: : 1. CIP Concrete walkways 2. Curb and gutter 3. Handicap ramps and driveways 4. Other miscellaneous concrete items as they appear on plans B. Related Requirements 1. Section 032000, Concrete Reinforcing 2. Section 033000 Landscape Cast In Place Concrete (for CIP concrete work in the All-Inclusive Playground scope) 3. 4. Section 129300, Site Furnishings 5. Section 312200, Grading 6. Section 321100, Base Courses 7. Section 334000, Storm Drainage Utilities 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 REFERENCES A. Definitions 1. Exposed to View: Situated so that it can be seen from eye level from a public location. A public location is that which is accessible to persons not responsible for operation or maintenance of project site. B. Reference Standards 1. Geotechnical report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. 2. Applicable ASTM Specifications as they reasonably apply to this work. 3. ACI current standards. 4. City of Cupertino General Conditions C. Caltrans Standard Specifications, 2022 1. Section 39: Asphalt Concrete 2. Section 73: Concrete Curbs and Sidewalks 3. Section 88: Engineering Fabrics All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-2 4. Section 90: Concrete 5. Section 92: Asphalt Binder 6. Section 94: Asphaltic Emulsions 7. Section 96: Geosynthetics 1.4 ADMINISTRATIVE REQUIREMENTS A. Notification 1. Notify other crafts so they may deliver anchors, inserts, etc., or other material required to be embedded in concrete. 2. Notify the City’s Representative in writing at least forty-eight hours in advance of each concrete placement. The City’s Representative will notify the geotechnical engineer and testing laboratory to order out the necessary concrete technicians to cover the work. 3. Once the concrete technicians are ordered out and a cancellation follows, the Contractor will be charged $300 dollars for each technician so ordered to appear, unless a cancellation order is issued to the Laboratory by 3:00 pm the day before the concrete placement. 4. During the placement of the concrete, notify the City’s Representative immediately of any delay at the concrete plant or at the job site. Do not mix concrete or add admixtures unless the Technician is present as per the Building Code. B. Sequencing: The Contractor shall notify the City’s Representative at least forty eight (48) hours prior to placing any concrete. No concrete shall be placed in any unit of work until all form work and shoring has been constructed and all reinforcements and items to be built into concrete have been placed and secured and approved by the City’s Representative. 1.5 SUBMITTALS A. Product Data 1. Submit manufacturer’s information for the following: 2. Admixtures 3. Curing compounds 4. Bonding agent 5. Reinforcing bars 6. Expansion joint filler 7. Expansion joint sealant 8. Embedded items 9. Exposed aggregate 10. Color pigments B. Shop Drawings 1. Refer to Administrative Requirements, Section 013000. 2. Immediately after award of Contract, prepare shop drawings showing all fabrication dimensions and locations for placing of the reinforcing steel and accessories. Follow detailing recommendations of ACI 315. Shop drawings are to be prepared by a rebar detailer. 3. Do not order or deliver reinforcement to job site prior to approval of the shop drawings. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-3 C. Samples 1. A 4’x4’ sample of each concrete finish for paving and curbs shall be poured and finished at the site for City’s Representative review prior to commencing concrete pouring. Once the samples have been reviewed, the Contractor shall meet or exceed that quality of finish in all subsequent work. Contractor shall be responsible for removal of the samples at the completion of the work. 2. Color Samples: If used, a 4’x4’ sample of each concrete color for paving and curbs is required for review by the City’s Representative. 3. Once samples have been reviewed and approved in writing by the City’s Representative, the Contractor shall meet or exceed the quality of finish in all subsequent work. D. Quality Control 1. Design Data: Submit design mixes for concrete, including list of admixtures to be used, to the Testing Laboratory and the City’s Representative. After approval and prior to placement, send the approved mix to the Testing Laboratory. Provide compressive strength history for all concrete mixes. Strength history shall be within one (1) year of proposed use. E. Certificates 1. Cement and Aggregate: Furnish to the City’s Representative the following data: 2. Mill certificates from cement manufacturer certifying that cement meets ASTM specification and is suitable for purpose intended. 3. Proof of aggregate's compatibility with cement to be used and certification that aggregates meet ASTM specification. City reserves the right to have his testing laboratory perform additional tests on cement and aggregates which may be deemed advisable. 4. MEA approval for the admixtures and cement used. 5. Concrete producer’s certificate must be presented at site before concrete is placed in accordance with 2000 IBDC with current California State Amendments. Also to be submitted to the Planning, Building & Code Enforcement Department. 6. The Contractor’s superintendent’s (the person superintending the concrete work) affidavit that all items have been installed as per the documents. Also to be submitted to the Planning, Building & Code Enforcement Department. F. Test and Evaluation Reports 1. Compression Tests: If any test report indicates twenty eight (28) day specimen below required strength and if requested by the City’s Representative, the Contractor shall take test cores of hardened concrete in accordance with ASTM C-42 Specifications. Test cores not meeting applicable ASTM standards shall deem the concrete defective. All concrete shown to be defective shall be removed and replaced. Cost of test cores, repairs, removal, and replacement of defective concrete shall be paid for by the Contractor. 2. Inspection: All concrete and other related work shall be inspected by the City’s Representative or his representative. Notify the City’s Representative at least forty eight (48) hours prior to placing any concrete. 1.6 QUALITY ASSURANCE A. Concrete Final Finishes: The Contractor shall demonstrate to the satisfaction of the City’s Representative that they, or their subcontractor, possesses sufficient skills and experience to perform the work. Photographs and/or site visits of past work may be required to supply this information. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-4 1.7 DELIVERY, STORAGE, AND HANDLING A. Materials: Attention is directed to Section 6, Control of Materials, of the Caltrans Standard Specifications and these Special Provisions. All materials required to complete the work under this contract shall be furnished by the Contractor. 1.8 WARRANTY A. Final Guarantee: Contractor shall provide guarantee according to City of Cupertino General Conditions. PART 2 - PRODUCTS 2.1 RIGID PAVING EQUIPMENT A. Description: Conveying equipment shall be adequate in size and capacity as practicable to avoid re-handling or flowing. Conveying equipment shall be adequate in size and capacity to handle the work efficiently and shall be thoroughly cleaned before each pouring session. 2.2 RIGID PAVING MATERIALS A. Rough Formwork: Shall be Commercial Douglas Fir, DFPA: five eighth inch (5/8”) thick minimum. B. Release Agent: VOC compliant material such as those of the Cresset Chemical Company for coating forms. C. Form Ties: Wire ties not permitted. Form ties for exposed concrete shall be adjustable, leave no metal closer than one and one half inches (1-1/2”) to the surface, and free of devices which leave holes or depressions larger than seven eighths of an inch (7/8”) back of exposed surface. D. Supports for Reinforcement: Support for reinforcement supported by ground shall be coated wire bar supports or bar supports made of dielectric material or other acceptable materials or precast concrete block, four square inch (4 sq in.) minimum, having a compressive strength equal to that of the concrete being placed. Wire bar supports shall be coated with dielectric material for a minimum distance of two inches (2”) from the point of contact with the epoxy-coated reinforcing bars. E. Cement: All cement shall be Portland cement conforming to ASTM C-150, Specifications for Portland Cement and as per Section 90, Portland Cement Concrete of the Caltrans Standard Specifications. All concrete shall be Class A. F. Admixtures 1. The use of admixtures shall comply with the requirements of paragraph 27-608 of the Building Code. The final soluble chloride content in concrete, percent by weight of cement, due to the addition of admixtures and other ingredients shall not exceed 0.05 at twenty eight (28) days. 2. Air-entraining admixtures shall conform to ASTM C-260. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-5 3. Chemical admixtures shall conform to ASTM C-494. 4. Slag cement: ASTM C-989, Grade 100 or 120. The amount of cement required by the Building Code may be reduced by eight percent (8%) as per the code with the use of slag cement that has been reviewed and approved by the City. 5. Color Additive: Where shown on drawings as concrete, color is to be natural grey, or without color, with the addition that concrete paving shall include 1.5lb. of lampblack per cubic yard. Submit type for approval. G. Water: Shall be clean, potable water free from impurities detrimental to concrete and shall conform to the Section 90 Caltrans Standard Specifications. H. Concrete Aggregate 1. Concrete aggregate shall conform to Section 90, Portland Cement Concrete, of the Caltrans Standard Specifications as it applies to this Project. 2. Maximum Size of Aggregate for Various Portions of the Work: The maximum size of the aggregate shall not be larger than one fifth (1/5) of the narrowest dimension between the forms of the members for which the concrete is used or larger than three fourths (3/4) of the clear space between reinforcing bars. I. Curing Method: Shall be as specified in Section 90, Portland Cement Concrete, of the Caltrans Standard Specifications. 1. Clear Curing and Sealing Compound (A.I.M. Regulations – VOC Compliant, 350 g/l): Liquid type membrane-forming curing compound, clear styrene acrylate type, complying with ASTM C1315, Type I, Class A, twenty five percent (25%) solids content minimum. Moisture loss shall be not more than 0.40 Kg/m2 when applied at three hundred square feet (300 sq. ft.) per gallon. Manufacturer’s certification is required. 2. Curing Compounds shall be “Super Diamond Clear VOX” by The Euclid Chemical Company or “Masterkure 100W” by Master Builders. J. Bonding Agent 1. Epoxy/acrylic resin that will not form a vapor barrier with the concrete with the following properties: 2. Bond strength of 1800 psi in two (2) hours when tested in accordance with ASTM C-882. 3. Flexural strength of 2000 psi in twenty eight (28) days when tested in accordance with ASTM C-78. 4. Tensile strength of 600 psi in twenty eight (28) days when tested in accordance with ASTM C496. 5. Bonding agent shall be “CR246 Sto Bonding and Anti-corrosion Agent” by Sto Concrete Restoration Division or Armatec 110 by Sika Corp. K. Expansion Joints: Shall be as shown on plans and typical details 2.3 SOURCE QUALITY CONTROL A. Testing 1. The Testing Laboratory must be present when the concrete is being placed. 2. Sample every one hundred and fifty (150 CY) cubic yards or each pour. Sample for seven (7) day and twenty eight (28) day compressive strength. B. Maintain the same brand, type, and source of cement throughout the project. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-6 C. Obtain aggregate from source with proven history of successful use. Source shall remain constant throughout the project unless approved by the City’s Representative. Submit notice ten (10) days prior to changing source to allow for new mix design. PART 3 - EXECUTION 3.1 EXAMINATION A. Ambient Conditions 1. Cold Weather: Concrete shall not be placed when the atmospheric temperature is below forty degrees Fahrenheit (40oF) or when conditions indicate that the temperature will fall below forty degrees Fahrenheit (40oF) within seventy two (72) hours. Concrete when deposited shall have a temperature of not less than sixty degrees Fahrenheit (60oF). All reinforcement, forms, and ground which concrete will be in contact with shall be completely free of frost. The concrete and form work must be kept at a temperature of not less than fifty degrees Fahrenheit (50oF) for not less than seventy two (72) hours after pouring. 2. Hot Weather: Concrete shall not have a placing temperature higher than eighty five degrees Fahrenheit (85oF). All concrete shall be delivered to the forms at the coolest temperature practicable. Crushed ice, in lieu of mixing water, may be used to maintain the temperature. Concrete shall not be placed, when in the opinion of the City’s Representative, the sun, heat, wind, or humidity will prevent proper placement and consolidation. B. Verification of Conditions 1. Prior to placement of concrete, verify that the concrete cover over the reinforcement is that specified on Drawings. 2. Verify that reinforcement and all other embedded items are provided and held securely, positioned accurately, and will not be a detriment to concrete placement. 3. Examine all adjoining work on which this Work is in anyway dependent for proper installation and workmanship. Report to the City’s Representative any condition that prevents the performance of this Work. 4. Verify that the subgrade and/or aggregate base is properly compacted and at suitable grade. 3.2 PREPARATION A. Protection of In-Place Conditions 1. Protect all exposed surfaces, including flatwork, as required to protect the work from damage by impact, stains from rubbish, and work from other trades. Damaged surfaces shall be replaced at no added cost to the City. B. Surface Preparation 1. Clear area to be paved of all debris and organic material. Recompact and regrade as necessary prior to placement of concrete. C. Grade Control: Establish and maintain the required lines and grades, including cross- slope during construction operations. All concrete shall slope to drain with no ponding of water. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-7 3.3 INSTALLATION A. Formwork 1. Provide formwork wherever necessary to confine concrete to the required shapes shown on Drawings. Follow all procedures ACI 301 and ACI 347. Formwork, reinforcement, and embedded items shall be clean of all accumulated mortar from previous concreting and other foreign material. Repair or replace any formwork as required. 2. Attention to Forms: Strengthen any portion of framework that may show deflection or movement of any nature. Any deflection or movement of forms which may cause variation in the concrete lines will be considered cause for rejection of the concrete work affected. All form work and material shall be inspected and approved by the City’s Representative prior to pouring of any concrete. 3. Cover the surfaces of the rough formwork with an approved form release agent that will effectively prevent absorption of moisture, prevent bond with the concrete, and which will not stain the concrete surfaces. Do not apply oil or release agents on formwork for concrete to receive additional concrete (such as at construction joints). Apply at a rate that will help achieve the finish specified below. Follow manufacturer’s recommendations. 4. Adequately support and substantially brace formwork to hold lines and shape. Securely brace forms against lateral deflection. Formwork shall be tight jointed to prevent leakage of concrete. 5. Place chamfer strips in the corners of forms to produce beveled edges (chamfers) on permanently exposed surfaces. 6. Provide “Rough Form Finish” for surfaces not exposed to view. Use plywood or metal forms coated with a release agent. 7. Provide “Smooth Form Finish” for surfaces exposed to view and the elements. Use dress, square-edged lumber with form liner or overlaid plyform forms with applicable release agent. Do not exceed manufacturer’s recommendations for number of re-uses for the form liner or overlaid plyform. Arrange the forms or form liner in an orderly and symmetrical fashion, keeping the number of seams to a practical minimum. 8. Remove forms in such a manner as to assure the complete safety of the structure. Formwork not supporting the weight of the concrete may be removed as soon as the concrete has hardened sufficiently to resist damage from removal operations and as required by #9 below. 9. When repair of surface defects or finishing is required at an early age, remove forms as soon as the concrete has hardened sufficiently to resist damage from removal operations. B. Mixing 1. Mixing of Concrete: All mixing shall conform to Section 90, Portland Cement Concrete of the City Standard Specifications as it applies to this project. 2. All Concrete Placed for Flat Work Shall Be Transit Mixed Concrete: Transit mixed concrete shall conform to ASTM C-9467. The rate of delivery, haul time, mixing time, and hopper capacity shall be such that all mixed concrete delivered shall be placed in the forms within ninety (90) minutes from the time the cement and water are introduced into the mixer. Any interruption in placing in excess of ninety (90) minutes will be cause for shutting down of the work for the day and the wasting of any remaining concrete in hoppers and mixers. In case such interruptions occur, the Contractor shall provide construction joints where and as directed by the City’s Representative. Cut concrete back to such line. Construction joints shall be as detailed in the plans. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-8 C. Conveying Concrete: Concrete shall be conveyed as rapidly as practicable from the mixer to the place of final disposition without separation or loss of ingredients. It shall be conveyed as close to the final location as practicable to avoid re-handling or flowing. D. Placing Concrete: Reinforcing or other material that has been set shall not be disturbed. Before placing concrete, all forms, except sealed forms, shall be thoroughly soaked with water. All moldings and wood strips shall be soaked to prevent swelling and probable ensuing spilling of concrete. Concrete shall be placed in a manner that will prevent damage to, or displacement of, forms, reinforcing, pipes, etc., that are to be contained in the concrete. E. Construction Joints: Location and details of construction joints shall be as approved by the City’s Representative. 1. All construction joints shall be well roughened, keyed, and thoroughly cleaned or broomed, so as to remove all dirt and laitance, and saturated with water before commencement of pour. 2. Make joints not shown on Drawings at locations that will least impair the strength of the structure. Such location is subject to the approval of the City’s Representative. 3. Continue reinforcement across joints. Provide longitudinal keys at least one and one half inches (1-1/2”) deep in walls and provide other keys as required. F. Expansion Joints 1. Do not extend reinforcement or other embedded metal items bonded to concrete continuously through expansion joint. Provide smooth dowels greased on one end at the joints or insert into PVC sleeve of length greater than the dowel length by three fourths inch (3/4”) minimum. 2. Provide expansion joint filler at the joint of the sizes indicated on the Drawings or specified herein. G. Embedded Items 1. Place all railing sleeves, shoes, and other embedded items required for the Work of other Divisions or for their support prior to concreting. 2. Provide ample notice and opportunity for items of other Division to be introduced and/or furnished for installation before concrete is placed. Coordinate the Work of the other Divisions so all items are placed in their proper location. 3. Set metal pipe sleeves, sockets, shoes, etc. into concrete to receive fence posts or any other items, all as indicated on details. H. Impressions: No impressions for advertising of Contractor name or other messages shall be impressed in any concrete. I. Finishes 1. Slope pavements uniformly toward drains, as shown on the Grading Plan. If pitch or elevations are not shown on Drawings, provide a minimum of one eighth inch (1/8”) per foot. 2. Finish pavement surface to a true smooth plane and texture with a toothed roller or float with a wood float. Score concrete pavement in squares of approximately five feet (5’-0”) and/or as shown on Drawings. Each rectangular slab shall have all edges neatly rounded with proper tools and be bounded on all sides by a toweled border about one inch (1”) in width. 3. Level ramp, step and driveway surfaces with wood float and follow with finish noted on plans. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-9 4. Medium Sandblast: Provide a uniformly textured medium sandblast finish to expose the sand particles in the mix. Sample finish shall be reviewed prior to pouring the concrete. 5. Broom Finish: Provide a light broom finish with strokes perpendicular to direction of travel along walks. 6. Trowel Finish: Smooth, parallel to longest surface direction. J. Waterproofing: Apply to wall as shown on drawing per manufacturer’s instructions. K. Patching and Bonding to Existing Concrete 1. Provide bonding agent whenever new concrete is to be poured against existing concrete, whenever the time between concrete pours is longer than that allowed for proper bond, and wherever bonding agent is indicated on the Drawings to be applied. 2. Remove loose concrete from surface to be bonded with new concrete and clean. Remove rust from reinforcement and structural steel by power chipping and power driven brushes. 3. Apply bonding agent in accordance with manufacturer’s specifications. Pour concrete as soon as bonding agent has cured and within twenty four (24) hours after placement. If the twenty four (24) hour period has elapsed, then the bonding agent must be reapplied. 3.4 SITE QUALITY CONTROL A. Inspections 1. After forms are removed, the City’s Representative shall inspect all concrete surfaces. All surface defects, including projecting fins, rock pockets, honeycombs, foreign matter, cracks, and holes shall be filled and patched. Bolts, wires, nails, form ties, etc., extending from the face of the exposed concrete surfaces shall be cut off at least one inch (1") deep in the concrete immediately after removal of forms. 2. Patching: Fill holes with a one part to three parts (1:3) mixture of cement and sand mortar, the same color as the adjoining concrete. Mix and place mortar as dry as practicable, and finish flush with adjacent surface. All patching and corrective work shall be done at the Contractor's expense to the satisfaction of the City’s Representative. Concrete surfaces so repaired shall duplicate the appearance of the unpatched surfaces. 3. The limits of all units of pour shall be approved by the City’s Representative, before any concrete is placed. The unit of operation selected for continuous pouring and the location of construction joints shall be such as to least impair the strength and appearance of the various sections. B. Non-Conforming Work 1. Defective work, such as under strength of concrete, surface out of line, level, or plumb, excessive cracks, honeycomb, rock pockets, voids, exposed reinforcing, etc., shall be repaired, removed, and replaced by the Contractor as directed and to the satisfaction of the City’s Representative at no cost to the City. 2. All concrete work which is not true to line and plane, not conforming to specified finishes, exceeds tolerances, does not slope to drain, improperly cured, and others not conforming to plans as specified herein shall be deemed defective. 3. All such defective work shall be removed and replaced with proper work meeting plans and specifications requirements at no cost to the City. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Rigid Paving March 2024 321300-10 3.5 PROTECTION A. Curing 1. General 2. Begin curing concrete immediately after placement and finishing. Protect all freshly deposited concrete from premature drying and excessively hot or cold temperatures and maintain it with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement and proper hardening of the concrete. Detailed procedures are given in ACI 308. 3. Do not apply curing compounds to surfaces receiving additional concrete. Provide only wet curing. B. Procedure 1. Concrete surfaces not in contact with forms: 2. Ponding or continuous non-manual sprinkling 3. Absorptive mat or fabric, sand, or other covering kept continuously wet. 4. Curing compounds conforming to ASTM C-309, C-1315. 5. Concrete surfaces in contact with forms: 6. Minimize moisture loss from forms exposed to heating by the sun by keeping forms wet until they are removed. 7. After form removal, cure with one of the methods listed in #1 above. 8. Continue curing until a total of seven (7) days has elapsed during which the temperature of the air in contact with concrete has remained above fifty degrees Fahrenheit (50°F). Prevent rapid drying during and at the end of the curing period. C. Cold Weather Curing 1. Concrete must be protected from water loss. This shall be accomplished by the application as soon as possible without harm to the concrete surfaces of either (a) exhaust steam, or vapor-resistant paper or polyethylene film, or (b) curing compounds. In all other respects, curing shall conform to applicable provisions of this Section. Concrete temperature shall be maintained between fifty degrees Fahrenheit (50°F) and seventy degrees Fahrenheit (70°F). D. Hot Weather Curing 1. During the period June 1 to October 1 or when hot weather conditions require it, maintain continuous water curing for a minimum period of twenty-four hours. Provide for wind breaks, shading, and other necessary provisions. 2. After twenty four (24) hours, curing shall be by one of the methods specified under B above. In all other respects, curing shall conform to applicable provisions of this Specification. Upon termination of the specified moist curing, every effort should be made to reduce the rate of drying by avoiding air circulation. E. During the curing period, and thereafter as conditions may require, protect the concrete from damaging mechanical disturbances, particularly excessive load stresses, heavy shock, and excess vibration. Protect all finished concrete surfaces from damage caused by construction equipment, materials or methods, and by rain or running water. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decomposed Granite Paving March 2024 329300-1 SECTION 32 15 40 DECOMPOSED GRANITE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for Decomposed Granite Paving. B. Related Requirements 1. Section 31 22 00, Grading 2. Section 32 11 00, Base Courses 1.02 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.03 REFERENCES A. Standards: Comply with pertinent provisions of following standards, in case of conflict between referenced standards, the more stringent requirements shall govern. 1. ASTM, latest edition. 2. AASHTO Specifications for Materials, latest edition. B. Standard Specifications: Conform to all applicable requirements of the Standard Specifications listed below, whether specifically referred to or not, except as modified hereinafter. 1. CalTrans Standard Specifications. 1.04 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Inspection: The City will determine the location, timing, and number of compaction tests to assure that specified requirements are met. 1.05 SUBMITTALS A. Product Data 1. Soil Sterilant: Submit written recommendation from a State of California appropriately licensed individual along with complete product data from proposed manufacturer, for review by Engineer. 2. Decomposed Granite a. Sieve analysis of aggregate materials. b. Manufacturer’s specifications and other data needed to prove compliance with the specified requirements. c. Certificates of compliance with the specified standards for natural materials and manufactured items. 3. Material list of items proposed to be furnished under this section. B. Samples 1. Decomposed Granite Paving without stabilizer: Contractor shall submit a 5 lb. sample of decomposed granite to the Engineer for approval prior to delivery of material to the site. 2. Decomposed Granite Paving with stabilizer: Contractor shall submit a 5 lb. sample of decomposed granite and 1 lb. stabilizer to the Engineer for approval prior to delivery of material to the site. 3. The Contractor shall demonstrate to the satisfaction of the Engineer that he or his subcontractor possesses the skills to perform the work in all aspects required. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decomposed Granite Paving March 2024 329300-2 4. A five-square-foot sample of decomposed granite paving shall be installed at the site for the Engineer’s review and approval. The Contractor shall meet or exceed that quality of work in all subsequent work. Contractor shall be responsible for the removal of the sample at the completion of work. 1.06 QUALITY ASSURANCE A. Tests and Inspections 1. The City will provide a qualified testing laboratory to observe and test placement of aggregate in accordance with the specifications. 2. Tests will include inspection of subgrade prior to placing aggregate, inspection and testing of materials after mixing, and compaction tests to determine compliance with specification requirements. B. Grading Tolerance: Construct grades described in this section within a tolerance of plus or minus five hundredths (0.05) foot maximum variation in any ten foot length from the grades shown on drawings. C. Surface Drainage: No area of the finished paving will hold water. D. Qualifications of Workers: Provide at least one person who shall be thoroughly trained and experienced in the skills required, completely familiar with the design and application of work described for this section and present at all times during progress of the work of this section and direct all work performed under this section. 1.07 DELIVERY, STORAGE, AND HANDLING A. Materials: Attention is directed to the City of Cupertino Project Manual. All materials required to complete the work under this contract shall be furnished by the Contractor. 1.08 SITE CONDITIONS A. Protection from Water Accumulation: Perform all operations in a manner which continuously allows proper disposal of surface run-off and prevents accumulation of water potentially causing soft areas impeding Work. Before leaving after each work day perform such operations as may be necessary to minimize possible damage or work slowdown caused by rain. 1.09 WARRANTY A. Final Guarantee: Contractor shall provide guarantee per Section 7-1.23, Final Guarantee of the City Standard Specifications. PART 2 - PRODUCTS 2.01 DECOMPOSED GRANITE PAVING A. Description: Shall be California gold track fines. B. Performance 1. Without Stabilizer Sieve Size % Passing #4 95 -100 #30 30-50 #200 5-15 All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decomposed Granite Paving March 2024 329300-3 2. With Stabilizer Sieve Size % Passing #4 85-100 #8 55-80 #30 30-45 #200 10-20 3. Maximum dry density: 130 p.c.f. 4. Optimum moisture: 8.8% 5. Color: Shall be uniform tan or buff color. 6. The performance characteristics of the decomposed granite should not be impacted by minor variations of the gradation (± 10%). 2.02 STABILIZER A. Manufacturers 1. Stabilizer Solutions of Phoenix, Arizona (1-800-336-2468) or approved equal as supplied by Supply Side Products (888) 222-4341 or approved equal. B. Description 1. Stabilizer™ binder additive. The organic binding agent shall be a premium non-toxic, colorless, odorless, non-staining concentrated powder that binds decomposed granite together to provide a natural appearing firm surface. PART 3 - EXECUTION 3.01 PREPARATION A. Protection of In-Place Conditions 1. Surrounding areas, surfaces and appurtenances already in place shall be protected during installation of decomposed granite paving. B. Surface Preparation 1. Prior to any installation, the area shall be treated with weed control treatment and pre- emergent treatment. 2. Immediately prior to placing the decomposed granite, the subgrade shall be moistened. C. Mixing 1. The binding agent shall be premixed at a standard rate of twelve to sixteen pounds (12- 16 lbs.) per ton of decomposed granite. It is critical that Stabilizer be thoroughly and uniformly mixed throughout the decomposed granite. 2. Perform blending by the stationary plant method or a truck mounted mixer. 3. Portable mixers may not be used. 4. Mixing granular surfacing and stabilizer in situ is not acceptable. 5. Do not mix during, just prior to, or immediately following rainfall. 6. Blend for a minimum of 15-minutes. 3.02 INSTALLATION A. DECOMPOSED GRANITE PAVING 1. Decomposed granite shall be as shown and detailed on the Plans and be approved by the Engineer, both to color and gradation. 2. Upon thorough moisture penetration, compact aggregate screenings to ninety five percent (95%) relative compaction by compaction equipment such as double drum roller (2-4 ton) or single drum roller (1,000 lbs.) vibratory plate tamp. Do not begin compaction for six (6) hours after placement and up to forty eight (48) hours. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decomposed Granite Paving March 2024 329300-4 3. Decomposed granite shall be installed in two inches (2") lifts compacted to a four inches (4") depth. Each lift shall be wetted, rolled, and compacted to ninety five percent (95%) relative density. 4. In general each layer shall be placed in spreads as wide as practicable and to the full width of the course before a succeeding layer is placed. 5. Installation of decomposed granite shall not occur on rainy days. 6. Fill in any low spots or cracks with additional decomposed granite. 7. Grade to smooth uniform slopes between elevation points or lines, and between such elevations and existing grades. 8. Tolerances: The finish grades of the decomposed granite paving shall conform to the lines and grades on the drawings and allow for drainage. 9. Finish rake granular surfacing smooth with a steel tine rake. 10. Final thickness of the completed path section shall not vary more than ½-inch from the dimensions indicated. B. Watering 1. Water heavily to achieve full depth moisture penetration of the granular surfacing to activate entire depth of stabilizer. Apply minimum of twenty (20) GPM per one thousand square feet (1,000 sf) for a one hour duration. 2. Spray water in such a manner as to not disturb the path surface. 3. Test for depth of water penetration by random inspection of pavement cores. Following inspection fill holes with removed material and smooth to match adjacent surfacing. 4. Let watered surface stand for six to twenty four (6-24) hours until surface water is no longer present and the granular surfacing is moist but not wet. 5. Fill in any low spots or cracks with additional decomposed granite. C. Compaction 1. While granular surfacing is still thoroughly moist, roll with a heavy lawn roller (minimum two hundred and twenty five pounds (225 lbs.) and maximum width of thirty inches (30”) to achieve finish grade and initial compaction. 2. Hand tamp edges and areas inaccessible to the roller. 3. Perform final compaction with a minimum 1-ton roller to achieve a dense, smooth, uniform surface texture. 4. Do not use whackers or vibratory rollers as the granular surfacing will not harden for weeks. 3.03 SITE QUALITY CONTROL A. Non-Conforming Work 1. Remove and replace decomposed granite paving that is damaged, defective, or does not meet requirements of this section. B. Site Tests and Inspections 1. Finished surface shall be smooth, uniform and solid, with no evidence of chipping or cracking. Dried, compacted surfacing shall be firm all the way through with no spongy areas. 2. Loose material shall not be present on the surface prior to extensive use. 3. Loose and unconsolidated material is evidence of improper bonding due to poor mixing or insufficient watering. Test the loose material for adequate stabilizer by wetting, then tamping and allowing it to dry. If the material is still unconsolidated, the stabilizer did not get mixed adequately throughout the surfacing. If the material now is solid, initial watering was insufficient, cracking or sponginess is evidence of excessive stabilizer in the mix. 4. Remove all unconsolidated surfacing material and replace in accordance with the pertinent requirements of this section. 3.04 CLEANING A. Planting Areas: All excess decomposed granite shall be removed from planting areas. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decomposed Granite Paving March 2024 329300-5 3.05 PROTECTION A. General: Following construction of each layer and following completion of the decomposed granite paving take all required measures necessary to prevent or repair segregation, raveling or rutting, and to maintain the layer in the specified condition until it is covered with a following layer or until all work is completed. B. Final Acceptance: Immediately prior to final acceptance smooth any irregularities be rewetting rough areas thoroughly and rolling with one thousand to one thousand five hundred pound (1000- 1500 lbs.) roller. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-1 SECTION 32 18 16 PLAYGROUND PROTECTIVE SURFACING PART 1 - GENERAL 1.1 SUMMARY A. Furnishing, delivery, installation and warranty of complete safety surfacing systems including drainage, cushion layer, top layer, and infill material. B. Section Includes: 1. Poured-in-Place Rubber Safety Surfacing (“PIPSS”) 2. Synthetic Turf Safety Surfacing (“STSS”) 3. Play Sand C. Related Documents and Sections: 1. City of Cupertino Project Manual 2. Section 11 68 00 - Playground Equipment 3. Section 32 11 00 – Base Courses 4. Section 32 13 00 – Rigid Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual 1.3 DEFINITIONS A. Critical Height: Standard measure of shock attenuation. According to CPSC No. 325, this means "the fall height below which a life-threatening head injury would not be expected to occur." Also called Fall Height. B. Use Zone: According to ASTM F 1487, "the area beneath and immediately adjacent to a play structure that is designated for unrestricted circulation around the equipment and on whose surface it is predicted that a user would land when falling from or exiting the equipment." Also called Play Safety Zone. 1.4 REFERENCES A. Reference Standards 1. Department of Justice 2010 American Disabilities Act Standards for Accessible Design (‘2010 ADA’). 2. Department of Justice Title II regulation of ADA (28CFR Part 35) All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-2 3. Department of Justice Title III regulation of ADA (28 CFR Part 36) 4. U.S. Consumer Product Safety Commission (‘CPSC publication #325’): Public Playground Safety Handbook, latest edition. 5. ASTM F1487: Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, latest edition. 6. ASTM F1292, Standard Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment, latest edition. 7. ASTM F1951: Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment, latest edition. 8. ASTM F2223: Standard Guide for ASTM Standards on Playground Surfacing, latest edition. 9. International Play Equipment Manufacturers Association (‘IPEMA’) Certification Service. 1.5 PERFORMANCE REQUIREMENTS A. Impact Attenuation: According to ASTM F 1292. 1. Safety surfacing within playground equipment use zones shall meet or exceed the performance requirements of CPSC and ASTM F 1292 that a surface yield both a peak deceleration of no more than 200g, and a Head Injury Criteria (HIC) value of no more than 1,000 g, for a head-first fall from the highest accessible portion of play equipment being installed. The highest accessible portion of playground equipment shall be as specified in Section 116800 - Playground Equipment. The Contractor is responsible for obtaining a determination from the safety surfacing manufacturer of the product depth required to meet performance requirements for all play equipment. B. Accessibility of Surface Systems: According to ASTM F 1951, Standard Specification for Determination of Accessibility of Surface Systems under and around Playground Equipment. C. Additional ASTM standard test measures: 1. D1577 – Standard Test Method for Linear Density of Textile Fiber 2. D5848 – Standard Test Method for Mass Per Unit Area of Pile Yarn Floor Covering 3. D418 – Standard Test Method for Testing Pile Yarn Floor Covering Construction 4. D1338 – Standard Test Method for Tuft Bind of Pile Yarn Floor Coverings 5. D1682 – Standard Method of Test for Breaking Load and Elongation of Textile Fabrics 6. D5034 – Standard Test Method of Breaking Strength and Elongation of Textile Fabrics (Grab Test) 7. F1551 – Standard Test Methods for Water Permeability 8. D2859 – Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials 9. F355 – Standard Test Method for Shock-Absorbing Properties of Playing Surfaces 10. D1557 – Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-3 1.6 SUBMITTALS A. MIG submittal requirements below to prevail over manufacturer’s submittal list. B. Product Data: For each type of product indicated. C. Certificates of Compliance: 1. Provide a statement, signed by an official authorized to certify on behalf of the synthetic turf safety surfacing manufacturer, attesting that the surfacing meets the requirements of ASTM F 1292 for a head-first fall from the highest accessible portion of installed play equipment. The impact attenuating qualities of the surfacing system shall not be diminished in the surface areas covering hardware. Testing of product shall include tests conducted over hardware. The statement shall be dated after the award of the Contract, shall state the Contractor's name and address, and shall name the project and location. The statement shall also provide the name, address, and telephone number of the testing company, the date of the test, and the test results. 2. Provide certification by the authorized manufacturer’s representative, upon completion of the installation, that the safety surfacing has been installed in accordance with manufacturer’s instructions and complies with all specifications. 3. Provide a Certificate of Insurance from the manufacturers of synthetic turf safety surfacing, covering both product and general liability, of not less than $1,000,000. The issuing underwriter shall be AA rated. D. Shop Drawings: For each playground surface system, include materials, plans, cross sections, drainage, installation, penetration details, and edge termination including loose fill edgings. Include patterns made by varying colors of surfacing. 1. Samples for Verification and Color/Product Selection: a. For Poured in Place Rubber Safety Surfacing (PIPSS): One pint sample of synthetic rubber granules showing color, manufacturer’s test data identifying the critical height of material per specified base and wear course depths. b. Synthetic Turf Safety Surfacing (STSS): 2 samples in standard “green,” 12”x12” minimum size, illustrating details of finished product as bid, including full cross section of sub-base, turf and infill material 2. Safety Surfacing Mix Samples for Verification: a. Poured-in-Place Rubber Safety Surfacing (PIPSS): Minimum 12”x12” Sample of synthetic rubber seamless surface, of each color specified, proposed for this project. Second round of samples/approval to be provided if first is not approved. 3. Purchased Play Sand: Minimum 1-quart play sand sealed in a container. E. Product Schedule: For playground surface systems. Use same designations indicated on Drawings. F. Coordination Drawings (see also 11 68 00 Play Equipment): Plans, drawn to scale, on which the following items are shown and coordinated with each other, using input from Installers of the items involved: 1. Overall Layout Plan, showing: a. Critical heights for playground surface or fall heights for equipment b. Extent of surface systems and use zones for equipment. c. Depth and type of surface systems and any transitions between depths. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-4 d. Minimum dimensions from all obstructions, such as curbs and paving, to extent line of fall zones e. Color locations 2. Seaming plan. 3. Method of attachment and Installation details; perimeter conditions and edge details, utility box detail, etc. G. Qualification Data: For qualified Installer and testing agency H. Material Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each loose-fill playground surface system. 1. Submit a copy of product manufacturer's test report indicating compliance with the latest U.S. Consumer Product Safety Commission's Technical Guidelines for Public Playground Safety with regard to thickness of product beneath various equipment height ranges. Test reports shall be by a certified laboratory, to ASTM F 1292-99 specifications using the f355-Procedure C Test Method. 2. For purchased sand, submit a statement signed by an official authorized to certify on behalf of the supplier of the sand, attesting that the surfacing material is free from poisonous plants, foreign objects, hazardous substances, or toxic chemicals. The statement shall be dated after the award of the contract, shall state the Contractor’s name and address, and shall name the project and location. I. Product Certificates: For each type of unitary synthetic playground surface system, from manufacturer. J. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each unitary synthetic playground surface system. K. Field quality-control reports. L. Maintenance Data: For playground surface system to include in maintenance manuals. M. Warranty: Sample of special warranty. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Company specializing in manufacturing products specified in this section. 2. Materials other than those listed must be approved 15 days prior by written addendum. Materials from non-approved manufacturers will not be accepted. 3. Must be experienced in the manufacturing of tall pile synthetic infill turf systems with the same fiber as specified. 4. Manufacturer must be a member in good standing with the STC. 5. Manufacturer must utilize best practices as certified by ISO-9001 and ISO-14001. 6. Manufacturer must be owned and operated in the U.S.A. 7. Manufacturer must have no periods of insolvency over the last 25 years. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-5 B. Installer Qualifications: 1. Company specializing in performing the work of this section. 2. An employer of workers trained and approved by manufacturer, who are competent workmen skilled in this type of synthetic turf installation. Installation team shall be established, insured installation firm experienced as a premium turf installer with suitable equipment and supervisory personnel, with a minimum of 5 years’ experience with 15-foot-wide tufted materials. 3. The Synthetic Turf (STSS) Installer and Pour in Place Rubber (PIPSS) Installer shall submit a listing of at least five (5) installations where products similar to those proposed for use have been installed and have been in successful service for a minimum period of three (3) years. This list shall include owner or purchaser; address of installation; service or maintenance organization; date of installation; contact person; and phone number of the contact person. 4. Prior to the beginning of installation, the Synthetic Turf (STSS) Installer and Pour in Place Rubber (PIPSS) installer shall inspect the subbase. The installer will accept the sub-base in writing when the general contractor provides test results for compaction, and planarity that comply with the synthetic turf manufacturer’s recommendations and as stated herein. C. Source Limitations: Obtain turf safety surface system materials, from single source from single manufacturer. 1. Provide secondary materials including adhesives, primers, geosynthetics, and repair materials of type and from source recommended by manufacturer of playground surface system materials. D. Standards and Guidelines: Comply with current publications of CPSC No. 325, "Handbook for Public Playground Safety"; ASTM F 1292; and ASTM F 1487. 1.8 PROJECT CONDITIONS A. Weather Limitations: Install synthetic turf surfacing only when ambient air temperature is 35° F or above and the relative humidity is below 35% or as specified by the product manufacturer. Installation shall not proceed if rain is imminent. B. Sequencing and Scheduling: Safety surfacing shall be installed after the playground equipment is installed. The installation shall be coordinated with playground equipment and site element installation. Coordinate all work with the work of other sections to avoid delay and interference with other work. C. Protect excavations by shoring, bracing sheeting, underpinning, or other methods as required to prevent cave-ins or loose dirt from entering excavations. Barricade open excavations and post warning lights at work adjacent to public streets and walks. 1.9 WARRANTY A. Special Warranty: Contractor shall submit Manufacturer's standard form that has been completed in Owner’s name and registered with the manufacturer. Manufacturer shall provide warranty as follows: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-6 1. Minimum eight-year warranty policy by the manufacturer, against defects in materials and one year against defects in the workmanship. Defects shall include, but not be limited to: a. Reduction in impact attenuation b. Ultraviolet ray fading, degradation, or excessive wear of fiber 2. Warranty shall be for full replacement of any damaged product within the warranty period. Warranty shall be comprehensive and sufficient to replace all turf if necessary. 3. Warranty shall become effective from the date of substantial completion. 4. Warranty shall contain no usage limits for warranted turf. PART 2 - PRODUCTS 2.1 CONCRETE SUB-BASE A. Only where indicated on Drawings per notes on Safety Surfacing details. 2.2 AGGREGATE SUB-BASE A. Per geotech report, at all locations not meeting the slope criteria to require Concrete Sub Base. 2.3 POURED-IN-PLACE-RUBBER SAFETY SURFACING (PIPSS) A. Product and Manufacturer 1. Product: TotTurf Poured in Place (PIP) TPV Supreme (.5-1.5mm) 2. Manufacturer: Robertson Recreational Surfaces. Manufactured and installed by Robertson Industries Inc., or it’s Certified Installers. Telephone: (800) 858-0519. B. Performance Criteria 1. Capacities: Surfacing shall comply with current ASTM F-1292. C. Finishes 1. See drawings for materials plan with locations of PIPSS. 2. Each area noted in the drawings will be a mixture of up to four colors of granules selected from the manufacturer’s standard colors, and noted by percentages. Black shall not be used. 3. Color mixes shall be specified by the Landscape Architect in the submittal process, to be verified using samples provided by the Contractor (see Submittals Section). 4. A round of additional samples shall be provided if first samples do not meet City Representative’s expectations and approval. 5. Binder shall be non-toxic, weather-resistant, UV-stabilized, alaphatic, flexible, nonhardening, 100 percent solids polyurethane complying with requirements of authorities having jurisdiction for nontoxic and low VOC content. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-7 2.4 SYNTHETIC TURF SAFETY SURFACING (STSS) A. Product and Manufacturer 1. Basis of design product is ForeverLawn - Playground Grass Ultra. Any alternates should be submitted through the City’s standard process for review and approval and must match or exceed anti-static properties of basis of design product and meet City approval for color and texture. 2. Manufacturer: Forever Lawn, 8007 Beeson St., Louisville, OH 44641, phone 866.992.7876, playgroundgrass.com. National Rep / Playground Grass Brand Leader: Kevin Kinsey, kevin@foreverlawn.com, phone 330.499.8873 ext 335. 3. Local Forever Lawn Dealer and Installer: Jorge Prado, Forever Lawn Bay Area, 707.260.9948, Jorge@bayarea.foreverlawn.com 4. Syn. Turf Top Layer: Playground Grass Ultra 5. Impact Attenuating Cushion Course: ForeverLawn’s (manufacturer) standard formulation for substrate cushion that shall meet requirements herein for impact attenuation. Foam rubber shall not be permitted in substrate. Use Safety Cel-type cushion for any areas with critical fall height of 10-feet or higher, as recommended by the manufacturer. 6. Provide manufacturer's standard thickness for each layer as required for overall thickness indicated by play equipment’s critical height, tested for impact attenuation according to ASTM F 1292 and for accessibility according to ASTM F 1951. B. Performance Criteria 1. Capacities: Surfacing shall comply with current ASTM F-1292. 2.5 INORGANIC LOOSE-FILL SURFACE: PLAY SAND A. Inorganic aggregate materials: clean, washed, and free of loam, clay, organic matter, debris, and other foreign substances 1. Play Sand: Shall be washed, quarried, coarse-grained beach sand, such as 2/16 Amber Playground Sand, shall be dirt and salt free, and comply with ASTM C 136 for the following sieve analysis test results: 2. Sand shall conform to the following gradings: Sieve Size % Passing #12 100 #16 87-95 #20 12-30 #30 0-4 3. Uncompressed Material Depth: As indicated on the drawings All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-8 PART 3 - EXECUTION 3.1 GENERAL A. Installation of the synthetic turf system is to comply with the Manufacturer’s recommendations, requirements and the reviewed and approved shop drawings. B. Perform all work in strict accordance with the contract documents and the manufacturer’s specifications and instructions. Only those skilled technicians proposed in the bid phase are to be assigned to this project by the Contractor. C. The designated Supervisor for the Synthetic Turf Installer must be present during all construction activity associated with the field installation, including testing, cleanup and training. D. All products and equipment are to be from sources approved by the authorized turf manufacturer and conform to the specifications. 3.2 SUB-BASE INSTALLATION AND SITE INSPECTION A. Verify that substrates are satisfactory for turf safety surface system installation and that substrate surfaces are suitably free of dirt, dust, and petroleum products, dry, cured, and uniformly sloped to drain within recommended tolerances according to playground surface system manufacturer's written requirements for cross-section profile. B. Finished Grade: 1. Elevations of adjacent areas shall be as indicated on the Drawings and the safety surfacing manufacturer's directions. The appropriate subgrade elevation shall be as established for the specified safety surfacing to be installed. 2. Contractor shall perform a site inspection, including a check for planarity. The finished surface shall not vary from a true plane more than 0.25” in 10’ when measured in any direction. The Contractor shall provide all required tools and materials needed for the planarity check, which may include but not be limited to, a laser level, string line, straight edge and/or other assessment materials. The Contractor shall mark in the field any deviations from grade in excess of those specified above, as well as provide a marked- up plan locating the deviations. The Contractor shall correct any deviations to the satisfaction of the Engineer and Synthetic Turf Installer. 3. Using a plate compactor, jumping jack or other vibratory compaction devise, the aggregate base shall be compacted such that stone facets are properly oriented to achieve approximately 1” reduction in vertical height (about 8% settlement). Surface tolerances shall not exceed 0.25” over 10’. Base material shall be wetted during mixing operations, if necessary, for proper blending. C. The Contractor shall have a state registered surveyor conduct an elevation survey of the area in a 25’ grid to determine and verify that subgrade elevations and slopes are within previously specified tolerances. This elevation survey may require further verification of smaller areas within the 25’ grid if determined necessary by the Engineer. D. When any or all corrective procedures have been completed, the finished sub-base surface must be re-inspected, with the same representatives attending as the initial inspection. If All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-9 required, additional repair and inspections are to be conducted until the sub-base surface is deemed acceptable by the Engineer and Synthetic Turf Installer E. Once the sub-base surface has been deemed acceptable, the Contractor shall submit a written certificate indicating the acceptance of: 1. The sub-base construction finished surface as totally suitable for the application of the selected synthetic turf system, and 2. The sub-base construction as totally suitable for work under this section to proceed with the final installation and fully warrant the athletic surface installation for the period and conditions specified herein. F. Proceed with installation only after unsatisfactory conditions have been corrected. Commencement of work under this section shall constitute acceptance of the work completed under other sections by the Contractor, acceptance of dimensions of the sub-base, and hence, no claims for extra work based upon these conditions will be permitted. 3.3 PRODUCT DELIVERY, STORAGE & HANDLING A. Deliver products to site in original containers and wrappers as agreed between the Engineer and Contractor. Inspect products upon delivery for damage. B. Store products in a location and in a position, that protects them from crush damage or any other defects. C. Handle and store (on and off site) all materials safely to ensure their physical properties are not adversely affected and that they are not subject to vandalism or damage. D. Infill shall arrive dry and loose. E. Adhesives shall arrive in dry, sealed containers. 3.4 INSTALLATION - GENERAL A. The surfacing shall be constructed and installed in accordance with the manufacturer’s specifications and with the details as shown on the plans and per applicable sections of these specifications. B. Playground Protective Surfacings intended to serve as accessible routes for persons with disabilities shall be firm, stable and slip resistant, and shall meet the requirements of 2010 ADA and ASTM F1951. 3.5 INSTALLATION - CUSHION LAYER A. Install cushion layer in accordance with the Manufacturer’s written installation instructions. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-10 3.6 INSTALLATION - PIPSS A. Substrate: Whenever practical, substrate layer of surfacing material shall be installed in one continuous pour on the same day. When a second pour is required, fully coat the edge of the previous work with polyurethane binder to ensure one hundred percent (100%) bond with new work. Apply adhesive in small quantities so that new substrate can be placed before the adhesive dries. B. Wear Surface: 1. The maximum thickness of the color wear surface shall be as shown on the details on the plans. 2. The color wear surface shall be completed in one continuous pour with no seams or joints except where wearing surface is composed of differing color patterns. 3. The color shall be consistent throughout the entire surface as shown on the plans. 4. Wearing surface shall be bonded to substrate. Apply adhesive to substrate in small quantities so that wearing surface can be applied before adhesive dries. 5. Surface shall be hand trowelled to a smooth, even finish. 6. Where seams are required due to color change, a step configuration will be constructed to maintain wear surface integrity. The edge of initial pour shall be coated with adhesive and wearing surface mixture shall be immediately applied. 7. Pads with multiple seams are encouraged to include a top coating of urethane before being placed into use. 8. Butt joint seams are not acceptable. 9. Under special conditions and with the City Representative’s written approval, seams may be permitted in same color pad. C. Thickness: Construction methods, such as use of measured screeds one and one sixteenth inches (1-1/16”) thicker than the required surfacing depth, shall be employed to ensure that full depth of specified surfacing material is installed. Playground Protective Surfacing system thickness throughout the playground equipment use zone shall be as required to meet the impact attenuation requirements specified herein. 3.7 TURF INSTALLATION - STSS A. Install synthetic turf system in accordance with the Manufacturer’s written installation instructions. B. Turf shall be attached to the perimeter edge as shown in the construction plans and as per the manufacturer. C. All seams shall be brushed thoroughly before infill materials are installed. D. All terminations shall be as detailed and approved in the shop drawings. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-11 3.8 INFILL INSTALLATION - STSS A. The synthetic turf shall be thoroughly brushed prior to installation of infill materials to remove wrinkles. B. Turf shall remain free draining at all times before, during and after the infill materials are installed. 3.9 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections. B. Testing Services: Testing and inspecting of completed applications of playground surface system shall take place according to ASTM F 1292. C. Remove and replace applications of playground surface system where test results indicate that it does not comply with requirements. D. Non-Conforming Work: 1. No subsequent layers of color surfacing shall be allowed to repair flaws, vandalism, 2. If color and thickness is not consistent, the entire surface of the color coat shall be removed and replaced at the direction of the City Representative, at no additional cost to City. E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with requirements. F. Clean-up: Do not allow adhesives on adjacent surfaces. Immediately clean up spills or excess adhesive 3.10 CLEANING, REPAIRS AND PROTECTION A. Maintain all benchmarks, monuments, and other reference points. If disturbed or destroyed, replace as directed. B. Adjacent streets, sidewalks, and property shall be kept free of mud, dirt, or similar nuisances resulting from earthwork operations. C. Protect all installed work from other construction activities as installation progresses. D. The Contractor shall keep the area clean throughout the construction period and free from the installation process, including track surfaces. E. Upon completion of the installation, thoroughly clean surfaces and site of all refuse resulting from the installation process, including track surfaces. F. Any damage to existing fixtures or facilities resulting from the installation of the synthetic turf system shall be repaired to original condition at the Contractor’s expense prior to substantial completion and commencement of the warranty period. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Playground Protective Surfacing March 2024 321816-12 G. A deficiency list will be produced by the Engineer at the conclusion of the project. All installation project deficiencies not in dispute must be remedied by the Contractor prior to the issuance of a certificate of substantial completion. H. Contractor to provide a written acceptance by that the turf and base system is installed in accordance with their recommendations prior to final completion. 3.11 DISPOSAL A. Remove waste material--including trash, and debris--and legally dispose of it off the City’s property. 3.12 MANUFACTURER'S SERVICES A. Services of a manufacturer's representative, or manufacturer's certified or authorized installer, who is experienced in installation of the specified playground safety surface, shall be provided. The representative shall supervise or inspect the installation to ensure that the safety surfacing meets the impact attenuation requirements as specified herein. B. Regardless of the installer, the manufacturer’s representative shall certify that the installation complies with the manufacturer's instructions and specifications. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decorative Metal Fence & Gates March 2024 323119-1 SECTION 32 31 19 DECORATIVE METAL FENCES AND GATES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: all labor, materials, equipment, tools, accessories, transportation, and services as required for Decorative Metal Fences and Gates. B. Related Requirements: 1. Section 03 20 00, Concrete Reinforcing 2. Section 32 11 00, Base Courses 3. Section 32 13 00, Rigid Paving 4. Section 05 50 00, Metal Fabrications 1.02 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.03 REFERENCES A. AWS, Code for Arc and Gas Welding. B. Society for Protective Coatings, Surface Preparation Specifications, latest edition. C. Section 75 of the Caltrans Standard Specifications. D. Applicable sections of ASTM as noted. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: Coordinate all metal work with adjoining work for details of attachment, fitting, etc. Do all cutting, shearing, drilling, punching, threading, tapping, etc., required for miscellaneous metal or for attachment of adjacent work. 1.05 SUBMITTALS A. Submit shop drawings where required by the technical specifications or on the drawings for: 1. Ornamental Metal Fence and Gates B. Shop drawings shall show dimensions, sizes, thicknesses, gauges, finishes, joining, attachments, and relationship of work to adjoining construction. Where concrete, masonry, or other materials must be set to exact locations to receive work, furnish assistance and direction necessary to permit other trades to properly locate their work. Where welded connectors, concrete or masonry inserts are required to receive work, shop drawing shall show exact locations required, and all such drawings shall be furnished to the trades responsible for installing the connectors or inserts. Catalog work sheets showing illustrated cuts of item to be furnished, scale details and dimensions may be submitted for standard manufactured items. 1.06 QUALITY ASSURANCE A. Qualifications 1. Fabrication and welding shall be licensed operations. B. Field Measurements: Verify dimensions with work of other sections that adjoins the Decorative Metal Fencing work. 1. Measurements of adjoining work shall be taken, so that the Decorative Metal Fencing work shall fit closely into the spaces provided. 2. If any conflicts between design and actual on-site conditions are encountered, Shop Drawings showing the nature and location of conditions shall be submitted to the Engineer for determination, prior to fabrication of Decorative Metal Fencing. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decorative Metal Fence & Gates March 2024 323119-2 C. Shop Assembly: Insofar as practicable, fitting and assembly of work shall be done in shop. 1. Work that cannot be permanently shop assembled, shall be completely assembled, marked, and disassembled in shop before shipment to insure proper field assembly. 2. Shop fabricated items shall properly fit in the field condition. In event that shop- fabricated items do not fit the field condition, the item shall be returned to the shop for correction. 1.07 DELIVERY, STORAGE, AND HANDLING A. Materials: Attention is directed to Section 6, Control of Materials of the City Standard Specifications and these Special Provisions. All materials required to complete the work under this contract shall be furnished by the Contractor. B. Finished materials: Protect existing finishes and new Decorative Metal Fencing finishes against soiling, staining or damage from scratches and abrasion. Maintain protection during construction and until Final Occupancy. C. Special Handling: All tools and equipment utilized in handling, storage, and installation of the stainless steel must be of stainless steel or of a non-metallic material to prevent iron particle marking or scoring of the stainless steel finish. 1.08 WARRANTY A. Final Guarantee: Contractor shall provide guarantee per City of Cupertino Project Manual. PART 2 - PRODUCTS 2.01 ORNAMENTAL METAL FENCE AND GATES A. Manufacturer/Model No.: Ameristar, Montage Plus ‘Majestic’, with two rails and 3” Play Picket Air-Space. See drawings for gate information. B. Manufacturer Info – Sales and Marketing Contact: Bonny Franklin, bonny.franklin@assaabloy.com, direct 916.926.1681 C. Manufacturer Info –Orders & quote requests: ameristarregion1@assaabloy.com phone 888.333.3422 | fax 877.926.3747 D. Color: Black 2.02 MATERIALS A. General: use new and clean materials as specified, having structural properties sufficient to safely sustain or withstand stresses and strains to which materials and assembled work will be subjected. B. Wind Load: Decorative Metal Fencing shall be designed, fabricated and installed to withstand a wind load of at least one hundred and twenty miles per hour (120 MPH) on entire assembly, and shall meet all building codes, code load requirements, seismic, and other regulatory requirements applicable to the proposed installation. 2.03 DESCRIPTION A. Steel Tubing: Shall conform to ASTM A500, Grade B cold formed structural tubing. 1. Steel Plates, Shapes, and Bars: Conforming to ASTM A 36. 2. Concrete Inserts: Malleable iron, ASTM A-47, or cast steel, ASTM A-27, inserts, with steel bolts, washers and shims; hot-dip galvanized. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decorative Metal Fence & Gates March 2024 323119-3 3. Anchors and insert: Furnish inserts and anchoring devices to be built into other work for installation of miscellaneous metal items. Coordinate delivery to job site to avoid delay. Use non-ferrous metal or hot-dip galvanized anchors and inserts for exterior resistance. Use toothed steel or lead expansion bolt devices for drilled-in-place anchors. Furnish inserts, as required, to be set into concrete or masonry work. B. Fasteners 1. Furnish of basic metal and alloy, matching finished color and texture as metal being fastened, unless otherwise indicated. 2. Provide fasteners with rated holding power four (4) times design working load. 3. Where exposed to view, fasteners shall be tamper resistant. 4. For Stainless Steel: Stainless steel, AISI Type 304, non magnetic. 5. Anchors and Bolts: Shall conform to ASTM 307. 6. Intent of Drawings: The drawings are intended to show the number, size and spacing of nails, bolts and screws, etc., required for structural strength. If any particular joint is not shown on the drawings, it shall be provided with bolts, screws, and/or nails, as required to be consistent with the fully detailed joints, and shall be subject to the approval of the Engineer. 7. Furnish all hardware required for fastenings, as shown on the drawings, and as specified herein, and as required to complete the work. All fasteners shall be hot-dip galvanized. Fasteners shall include, but not be limited to, the following: 8. Nails: Unless otherwise noted, nails shall be hot-dipped two ounces per square foot (2 oz/sf) common wire of adequate size for type of fastening, ASTM 153. 9. Bolts: Shall be machine bolts, lag bolts, or carriage bolts of structural grade steel conforming to ASTM A-153, of sizes indicated on the drawings. Anchor bolts shall have cut threads. 10. Washers: Shall be of standard malleable iron, ASTM 153. 11. Galvanizing a. All ferrous metal fabrications shall be hot dipped galvanize per ASTM A-153. Fabrications to be painted shall be acid etched prior to painting. Galvanizing for iron and steel hardware shall be in accordance with ASTM 153. b. If necessary, the threads of nuts shall be retaped after galvanizing repair compound. 2.04 WELDING MATERIALS A. Description 1. Materials and fabrication shall be in accordance with the standards as shown in section 1.03A. 2. Welding and equipment shall conform to AWS, Code for Arc and Gas Welding. 3. ANSI D.1.1; Type required for materials being welded. B. Performance/Design Criteria 1. Capacities Nails: Unless otherwise noted, nails shall be hot-dipped two ounces per square foot (2 oz/sf) common wire of adequate size for type of fastening, ASTM 153. a. Anchors and bolts shall conform to ASTM 307. PART 3 - EXECUTION 3.01 INSTALLATION A. All parts and all members of the work of this section shall be the size, shape, and profile indicated by the Contract Documents. Methods of fabrication, assembly and erection, unless otherwise specifically stated, shall be at the discretion of the Contractor. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decorative Metal Fence & Gates March 2024 323119-4 B. Exposed Work: In addition to requirements specified herein or shown on drawings, all surfaces exposed to view shall be clean, and free from dirt, stains, grease, scratches, distortions, waves, dents, buckles, tool marks, burrs, and other defects which mar appearance of finished work. 1. Metal work exposed to view shall be straight and true to line or curve, smooth arises and angles as sharp as practicable without draft, miters formed in true alignment, profiles accurately intersecting, and with joints carefully matched to produce continuity of line and design. 2. Exposed fastenings, where permitted by Engineer, shall be of the same material, color, and finish as the metal to which applied, unless otherwise indicated, and shall be of the smallest practicable size. C. Structural/ Loading Criteria: Install Decorative Metal Fencing to provide items with capabilities to safely sustain or withstand stresses and strains to which materials and assembled work will be subjected. Comply with project loading and structural criteria and local building code authorities. D. Coordinate completion of surrounding and adjacent construction to assure flush and, where applicable, waterproofed installation. 3.02 INSPECTION A. General: The Engineer will inspect Decorative Metal Fencing at the Contractor's facility and delivery location, and in accordance with Section 6, Control of Materials of the referenced Caltrans Standard Specifications. The Engineer will inspect Decorative Metal Fencings for damage and defects before and after installation. 3.03 METAL FABRICATIONS AND COMPONENTS A. Edges and Cutting: Make edges and cuts accurate, clean, sharp, square, smooth, and free of burrs. Make cuts without deforming adjacent surfaces or materials. B. Holes: Drill or cleanly punch holes (do not burn), so that holes will be accurate, clean, neat, and sharp without deforming adjacent surfaces. C. Connections: Make connections with tight joints capable of developing full strength of member, flush unless indicated otherwise, and formed to exclude water where exposed to the elements. 1. For work exposed to view, use concealed threaded fasteners (unless welded or other connections indicated) with joints accurately fitted, flush, and rigidly secured with hairline contacts (unless joints other than hairline indicated). D. Threaded Fasteners (Bolts and Screws): 1. In general, use bolts for field connections only as detailed. 2. Provide washers under all heads and nuts. Use beveled washers where bearing is on sloped surfaces. 3. Draw all nuts tight and nick threads of permanent connections to prevent loosening. 4. Where screws must be used for permanent connections in ferrous metal, use flat head type, countersunk, with screw slots filled and finished smooth and flush. 5. Make threaded connections tight with threads entirely concealed. 6. Use lock nuts. 7. Where exposed to view, fasteners shall be of the tamper proof type with head size as small as possible. E. Welding: Comply with recommendations of the AWS using electrodes and methods recommended by the manufacturer of the metals being welded. 1. Welds shall be continuous, except where spot welding is specifically permitted. 2. Welds exposed to view shall be ground flush and dressed smooth with and to match finish of adjoining surfaces so that the joint will not be visible. 3. Undercut metal edges where welds are required are to be ground flush and dressed smooth. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decorative Metal Fence & Gates March 2024 323119-5 4. All welds on or behind surfaces which will be exposed to view shall be executed to result in a finished surface free of imperfections such as pits, runs, splatter, cracks, warping, dimpling, depressions, or other forms of distortion or discoloration. Remove weld spatter and welding oxides from all welded surfaces. 5. Maintain continuity of the finish at exposed surfaces and edges near the exposed joints, which shall be sharp and square, without burrs, flattening, thinning, easing of edge or other irregularities. 6. Make all permanent connections in ferrous metal surfaces using welds where at all possible. 7. Regalvanize all welds. 8. Do not use bolts or screws where they can be avoided. 9. Welds shall be made only by operators experienced in performing the type of work indicated. 10. Where welding is done in proximity to glass or finished surfaces, such surfaces shall be protected from damage due to welds, sparks, splatter, or tramp metal. 3.04 SUPPLEMENTARY PARTS INCLUDING FRAMING, BRACING, SUPPORTS, AND THE LIKE A. Provide as necessary to complete each item of work, even though such supplementary parts are not shown or specified. B. Use materials compatible with adjacent and connecting elements. C. Framing, plate reinforcing, supplementary framing or reinforcing, bracket assemblies, and the like, required for the support, framing, reinforcing, bracing, etc. of Decorative Metal Fencing shall be of such sizes and shapes as indicated on the drawings and details, or as required to suit the conditions. D. Provide all necessary supports and accessory items such as inserts, hangers, braces, struts, clip angles, anchors, bolts, nuts, welds, etc. as required to properly and rigidly fasten, anchor or attach work of this Section in place and to the concrete and other connecting and adjoining work. 3.05 FINISHES A. General 1. All finishes shall be shop applied, unless otherwise approved in writing by the Engineer. 3.06 ATTACHMENTS A. Unless otherwise indicated, work to be attached to concrete shall be anchored by bolts previously placed for Decorative Metal Fencing installations into embedded metal inserts, or drilled in expansion shields. B. Work attached to miscellaneous steel shall be anchored by bolts or screws to suit condition. 1. Power-actuated fasteners are not permitted. C. Provide shims, slotted holes, or other means necessary for leveling, plumbing, and other required adjustments. D. Do all necessary drilling, tapping, cutting or other preparation of surrounding construction in the field accurately, neatly and as necessary for the attachment and support of the Decorative Metal Fencing. Obtain approval of the Engineer prior to such preparation to work of others where cutting or other preparation s may affect structural integrity or exposed finish. 3.07 PROTECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Decorative Metal Fence & Gates March 2024 323119-6 A. Regardless of kind, size, type, or whether delivered by the Contractor or by a common carrier, Decorative Metal Fencing panels shall be protected by thorough wrapping, tarping, or other methods to ensure that Decorative Metal Fencing panels are not damaged by weather conditions and during transit. Decorative Metal Fencing panels shall be dry during transit and shipped on palettes, in crates, or tier racks. Padding and protective materials shall be placed between Decorative Metal Fencing panels as appropriate. Finished Decorative Metal Fencing panels shall be transported and stored by method that protects the face of Decorative Metal Fencing panels from damage. The Contractor shall replace wet, damaged, and defective Decorative Metal Fencing panels. B. Decorative Metal Fencing panels shall be stored in a dry environment at all times. Decorative Metal Fencing panels shall not rest directly on the ground or become wet during storage. Decorative Metal Fencing panels shall be stored indoor if duration of the storage will exceed thirty (30) days. C. After completion of the work of this Section and the work of adjacent trades, or at such times as directed by the Engineer, all temporary protection shall be removed and the exposed surfaces of all work of this Section shall be cleaned and left free of smears, scratches, and abrasions, to the satisfaction of the Engineer. 1. Any damages to finishes shall be repaired at no additional cost to the City. 2. In the event that damage is not repairable, remove and replace such items at no additional cost to the City. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-1 SECTION 32 80 00 IRRIGATION PART 1 – GENERAL 1.0 SUMMARY A. Work shall include the following: Provide materials, labor, equipment, and services necessary for the furnishing and the installation of a complete irrigation system, which includes connections to, and repair of existing irrigation equipment system as shown on the Drawings and as specified herein. The work includes, but is not limited to: 1. Making connections to the existing 4-inch pressurized mainline, existing low voltage control wiring, electrical supplies, and to the existing irrigation system 2. Trenching and stockpiling excavation materials and refilling trenches 3. Providing a complete system including piping, valves, fittings, sprinkler heads, automatic controls, and final adjustment of heads to insure complete head-to- head coverage. 4. Installing a new, wall mounted automatic smart controller. 5. Installing low voltage control wiring to and from the irrigation controller to the proposed control valves as indicated on the Drawings. 6. Reconnecting existing low voltage control wiring to proposed system ‘A’ remote control valves. 7. Installing flow sensor, master control valve and associated low voltage sensor and control wiring. 8. Replacement of unsatisfactory materials, including existing irrigation equipment to remain. 9. Clean-up, inspection, and acceptance & approval for 3-month Maintenance Period. 10. Performing Tests. 11. Providing record drawings and submittals. 12. Providing two (2) laminated and color-coded plans for the new as-built irrigation system, indicating valve assignments. 13. Provide (2) each extra heads and nozzles for future maintenance. 1.1 RELATED WORK A. City of Cupertino Project Manual B. Section 31 10 00: Site Clearing C. Section 32 93 00: Planting 1.2 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. All work and materials shall be in conformance with the latest rules and regulations of the National Electric Code; The Uniform Plumbing Code, published by the Western Plumbing Officials Association, and the State of California Model Water Efficient Landscape Ordinance (MWELO) requirements. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-2 1.3 SUBMITTALS A. Submittals per the requirements as stated in the City of Cupertino Project Manual. B. Material List: Submit six (3) copies of complete material list for review for compliance with the Contract Documents. Material list shall include the manufacturer, model number and description of all materials and equipment to be used. Include all sealants, cements, and other proprietary items. C. Detail Drawings: Submit detail drawings for all assemblies not detailed on the Drawings. D. Record Documents: Submit prior to the 3-month Maintenance Period. 1. Show every change from the original drawings and specifications and the exact "Record Drawing" locations, sizes, and kinds of equipment. 2. Dimension from two (2) permanent points of reference, building corners, sidewalk, or road intersections, etc., the location of the following items: a. Connection to existing water lines. 3. Delivery of the Record Documents will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the Record Documents. E. Operation and Maintenance Manuals: Prepare and deliver, at least ten calendar days prior to completion of construction, two hard cover, three-ring binders containing the following information: 1. Two 11X17 laminated and color-coded plans of the as-built irrigation system, indicating all valve assignments at the controller. 2. Index sheet stating Contractor’s address and telephone number and list of equipment with name and addresses of local manufacturer’s representatives. 3. Catalog and parts sheets on all material and equipment installed under this Section. 4. Complete operating and maintenance instructions for all major equipment. 5. Complete and dated warranties for all materials used. 6. Instruction of City staff in the operation of the irrigation controller, minimum of two hours. 1.4 SPECIAL TOOLS AND EQUIPMENT A. Special Tools and Equipment necessary to maintain and operate all irrigation equipment: Submit to the City Representative at least ten calendar days prior to final acceptance of the irrigation system. B. Extra heads and nozzles of each type of head used, two of each. Submit to the City Representative at least ten calendar days prior to final acceptance of the irrigation system. C. Extra inline emitter dripline of each type of dripline used two 500-foot rolls of each. Submit to the City Representative at least ten calendar days prior to final acceptance of the irrigation system. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. Coordinate on-site storage of materials with other trades. Protect products from weather or other conditions, which would damage or impair their effectiveness. Store products on-site in such a manner that they may be readily inspected. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-3 B. Exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. Transport all PVC pipe in a vehicle, which allows the length of pipe to lie flat so not to subject it to undue bending or concentrated external load at any point. Discard any section of pipe that has been dented or damaged and, if installed, replace it with new piping. 1.6 JOB CONDITIONS A. General: Areas to receive work are to be received by the Contractor free of debris, concrete, base rock, asphalt, trash, and litter down to the existing site soil and or concrete sub slab at commencement of work, except where noted on the Drawings. B. Protection: Become acquainted with all site conditions. Take necessary precautions to protect site condition and improvements to remain. Damage incurred by this Contractor shall be repaired to its original condition, or equal replacement shall be provided at no additional cost to the City Representative. Repair and replacement shall be done to the satisfaction of the City Representative. Should utilities or other conditions not shown on the Drawings be found during the course of the work, report to the City Representative in writing and obtain the City Representative’s instructions prior to proceeding with the work affected. C. Verification: Field verify all dimensions, grades, and coordinates. Report all discrepancies to the City Representative in writing, and obtain the City Representative's instructions, prior to proceeding with the work affected. 1.7 SUBSTITUTIONS A. General: Submit proposals for substitutions per City of Cupertino Project Manual prior to proceeding with the work of this Section. 1.8 WARRANTY A. All materials and workmanship shall be as specified and shall be under warranty per requirements as stated in City of Cupertino Project Manual. The warranty shall apply for a minimum period of one year from the dat City of Cupertino Project Manual e of Substantial Completion. During and at the end of this period, all required repairs and adjustments, including adjustment to grade, shall be made including all repairs to other work made necessary thereby, without additional expense to the City. B. Repair of Damage: All damage to paving, planting, structures, and other improvements due to settlement of improperly compacted trench backfill shall be promptly repaired to the satisfaction of the City Representative and without additional cost to the City. The Contractor is also responsible for damage caused by leaks in the piping systems being installed or having been installed. C. Present to the City Representative at the time of Substantial Completion, warranties for all materials used. D. The City reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the City Representative shall not relieve the Contractor of his responsibilities under the terms of the warranty as specified herein. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-4 PART 2 – PRODUCTS 2.1 GENERAL A. Use only new materials of brands and types specified herein. 2.2 PIPE AND FITTINGS A. Polyvinyl Chloride (PVC) Pipe: Pipe shall be made from NSF approved, Type 1, Grade 1 PVC compound conforming to ASTM resin specification D1784. All pipes must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio. B. All PVC pipe must bear the following markings: 1. Manufacturer's name 2. Nominal pipe size 3. Schedule of class 4. Pressure rating in P.S.I. 5. NSF (National Sanitation Foundation) approved 6. Date of extrusion C. Pressure Pipe: 4” and smaller piping shall be PVC Class 315 plastic pipe. D. Non-pressure Lateral Line Piping: PVC Schedule 40 plastic pipe. E. Fittings: 1. Fittings for solvent weld Class 315 PVC plastic pipe shall be Schedule 80. Fittings for Schedule 40 PVC plastic pipe shall be Schedule 40, Type 1, Grade 1, NSF approved conforming to ASTM D 2466. a. All PVC fittings shall bear the manufacturer's name or trademark, material designation, size applicable I.P.S. schedule and NSF seal of approval. F. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be to type and installation methods prescribed by the manufacturer. G. Sleeves: All piping which runs under pavement shall be installed in Schedule 40 PVC sleeves two sizes larger than irrigation pipe to allow for easy removal and insertion. Length of sleeve shall provide for a minimum of 1 foot overhang on each side of the pavement. H. Flow Sensor Communication Cable Conduit: Cable shall be enclosed in Schedule 40 PVC conduit. 2.3 BACKFLOW DEVICE A. Unit shall comply with City requirements. B. The reduced pressure zone assembly shall consist of two independently operating, spring loaded, “Y” pattern check valves and one hydraulically dependent differential relief valve. The assembly shall automatically reduce the pressure in the “zone” between the check valves to at least 5psi lower than inlet pressure. Should the differential between the All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-5 upstream and the zone of the unit drop to 2psi, the differential relief valve shall open and maintain the proper differential. C. Mainline valve body and caps including relief valve body and cover shall be Lead Free* cast copper silicon alloy. Check valve moving member shall be center stem guided. All hydraulic sensing passages shall be internally located within the mainline and relief valve bodies and relief valve cover. Diaphragm to seat area ratio shall be 10:1 minimum. Relief valve shall have a removable seat ring. Check valve and relief valve components shall be constructed so they may be serviced without removing the valve body from the line. All seat discs shall be reversible. Shutoff valves and test cocks shall be full ported ball valve. D. The assembly shall be rated to 175psi (12.1 bar) working pressure and water temperature range from 32°F to 140°F (0ºC - 60ºC). The Lead Free* Reduced Pressure Zone Assemblies shall comply with state codes and standards, where applicable, requiring reduced lead content. E. The assembly shall meet the requirements of ASSE Standard 1013; AWWA Standard Code C511; CSA Standard B64.4; and approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. F. In a flow condition the check valves are open with the pressure between the checks, called the zone, being maintained at least 5.0psi lower than the inlet pressure and the relief valve is maintained closed. G. Should abnormal conditions arise under no flow or reversal of flow; the differential relief valve will open and discharge to maintain the zone at least 2psi lower than the supply. When normal flow resumes, the zone’s differential pressure will resume, and the relief valve will close. H. Reduced pressure backflow prevention device shall be as specified on the drawings or approved equal. I. Reduced pressure backflow prevention device shall be installed with enclosure as specified on the drawings. J. Reduce pressure backflow prevention device shall be installed with a cage per the City of Cupertino’s selection. 2.4 TRACER WIRE A. A No. 12. Green Type TW plastic-coated copper tracer wire shall be installed with non- metallic main lines. 2.5 IRRIGATION CONTROLLER A. The Contractor shall furnish and install (1) automatic smart controller as shown on the Drawings. 2.6 WIRELESS RAIN SENSOR A. The Contractor shall furnish and install (1) wireless rain sensor as shown on the Drawings. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-6 2.7 CONTROL WIRES A. Type: Copper with UL size 14-1. Common ground wire with white insulating jacket; individual control wires with insulating jacket of color other than white. B. Splices: 'DBY' by 3M, Scotchlok 3570 by 3M. 2.8 MASTER CONTROL VALVE A. Manufacturer: Shall be Superior or approved equal. B. Description: Model as indicated on drawings or approved equal, brass globe valve that provides dirty and recycled water protection and has no minimum flow requirement. C. Valve shall be Normally Open. D. Material 1. Master valve shall have dual chamber design and provide no minimum flow capability. 2. External plumbing shall allow easy maintenance to filter assembly. 3. 600 lb. test nylon reinforced EPDM diaphragm. 4. Non-continuous flow through solenoid 5. Connection configuration shall be threaded. 6. Maximum working pressure shall be 200 psi with a minimum working pressure of 20 psi. 7. Operating flow ranges from 0 to 200 GPM. 8. Standard 24 VAC with in-rush current of 0.45 A and a holding current of 0.30 A. 2.9 FLOW SENSOR A. Description: Model as indicated on drawings or approved equal, fully compatible with the automatic controller. B. The flow sensor features a proprietary, non-magnetic sensing mechanism and a six-bladed design. It shall have a forward-swept impeller design to provide higher, more constant torque, and shall be less prone to fouling by water-borne debris. C. Material 1. Water flow shall turn the flow meter impeller blades, and a low impedance 9VDC signal shall be transmitted with a frequency proportional to the flow rate. The signal shall travel up to 2,000’ between the flow meter and the controller without the need for amplification. Controllers shall note require any additional interface and supply the DC signal directly to the flow meter. 2. The flow sensor shall be within a Brass Tee as manufactured by flow meter manufacturer. 2.10 VALVES A. Remote control, isolation valves, ball valves and gate valves shall be brass material as specified in the irrigation legend or approved equal. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-7 2.11 VALVE BOXES A. Provide valve boxes for master control valve, flow sensor, remote control valves, gate valves, ball valves and quick coupling valves. B. The housing for valves shall be manufactured from calcium carbonate and polyester resins interlaced with fiberglass and ultraviolet inhibitors including locking, vandal proof lids, and all required extensions, where and as shown on the Plans. The lids shall be cast with lock/key mechanism and shall have cast letter 1" - inch high with the word IRRIGATION. Manufacturer shall be NDS, Brooks Products, or equal. 2.12 QUICK COUPLING VALVES A. As indicated on the Drawings. All quick coupling valves to be 1”, brass, of manufacturer and model specified in the irrigation legend, or approved equal. 2.13 ROTORS AND SPRINKLERS A. As indicated on the Drawings. B. All irrigation rotor and sprinkler heads to be installed as detailed on the drawings. 2.14 SUBSURFACE DRIP IRRIGATION EQUIPMENT A. As indicated on the Drawings. B. Dripline shall provide consistent irrigation at designated flows and emitter spacing and shall conform to an inside diameter (ID) of 0.560" (14,2 mm) and an outside diameter (OD) of 0.660" (16,8 mm). The dripline shall incorporate a check valve function that will hold back up to 6' (1,8 m) of elevation (2.6 PSI; 0,2 bar check valve). C. PVC Manual Flush Ball Valve: 1. Manual flush shall be schedule 40 PVC ball valve. 2. As indicated on the Drawings. D. System Operation Indicator: 1. Pop-up indicator shall be 6-inch high with yellow UV-resistant plastic and 1/2" FTP inlet. 2. As indicated on the Drawings. E. Air Vacuum Relief Valve: 1. Air/ vacuum relief valve shall be an O-ring seal type with inlet threads of ½-inch (MIPT) capable of venting air until 4 PSI is achieved at system startup and vacuum relief when 4 PSI is reached during system shutdown. 2. The air/ vacuum relief valve shall be rated at a maximum operating pressure of 100 PSI. The air/ vacuum relief valve body and shuttle shall be constructed of corrosive- proof engineering thermoplastics. 3. The seal shall be a rubber O-ring 4. As indicated on the Drawings. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-8 2.15 TREE ROOT WATERING SYSTEMS A. The Root Zone Watering System shall be pre-assembled and constructed of a plastic mesh tube with a removable, perforated end cap. It shall have an internal baffle system to aid in dispersing the water throughout the root zone. The system shall have a locking cap to body design which attaches to the tubing. When specified with an integral bubbler, a prefabricated ½-inch male threaded swing joint shall be included on the assembly, a pressure compensating bubble and an adjustable check valve. 2.16 BACKFILL SOIL A. All backfill for irrigation system trenching shall be free of rocks and clods over ½-inch in diameter. Backfill shall be free from refuse, plants or roots, clods, weeds, sticks, solvents, petroleum products, concrete, base rock, or other deleterious or extraneous material. Backfill shall be free of soil-borne diseases and shall be capable of sustaining healthy plant life. PART 3 – EXECUTION 3.1 GENERAL REQUIREMENTS A. The Contractor is responsible for installing a new water meter and a new irrigation system. Report to the City Representative all conditions preventing compliance with this requirement and obtain the City Representative's instructions prior to proceeding with the work affected. Failure to report to the City Representative constitutes acceptance of this requirement by the Contractor. 3.2 FIELD QUALITY CONTROL A. The Contractor shall be responsible for notifying the City Representative in advance for the following observation meetings, according to the time indicated: 1. Field Layout - 48 hours. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 6. Coverage test - 48 hours. 7. Maintenance Period Observations - Seven (7) calendar days. 8. Final Observation - Seven (7) calendar days. 3.3 SITE CONDITIONS A. Inspect and be familiar with all existing site utilities. Exercise extreme care in excavation and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations. B. Take extreme care to protect existing irrigation heads, lines, and valves to remain. Contractor shall repair at his cost to damages incurred to the existing system. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-9 C. Protection of In-Place Conditions 1. Surrounding areas, surfaces, and appurtenances already in place shall be protected during installation of planting irrigation. 2. Exercise care in excavation and working near existing utilities. Check existing utility locations. Contractor shall be responsible for damages caused during his operations to any existing underground utility lines including existing irrigation control wires, storm sewers, sanitary sewer systems, gas lines, potable water lines, irrigation lines, telephone cables, gasoline or oil lines, electrical cables, or any other systems (buried or overhead). If such damage should occur, Contractor shall immediately notify Landscape Architect, Owner, and department affected by such damages and shall pay all ensuing costs. D. Protection: 1. Provide barricades, coverings, warning signs, lights and other protection required by local code or OSHA to prevent damage to existing improvements to remain and protect the public. 2. Protect improvements on adjoining areas as well as those on the project site. 3. Restore any improvements damaged by this work to original condition, as acceptable to CITY REPRESENTATIVE or other parties or authorities having jurisdiction. 3.4 COORDINATION A. The Contractor shall schedule and coordinate work with other trades and shall verify the connection with water supply prior to commencing work. B. Install pipe and sleeves under pedestrian paving and through walls and footings. C. Do not install piping or sprinkler head until walls, footing, curbs, and other related structures are in place. D. Do not install pipe until planting areas have been prepared as indicated under the Planting Plan. 3.5 LAYOUT A. Arrange work to obtain coordinated installation with proper clearance, running straight and direct as possible, and forming right angles and parallel lines with adjacent structures and systems. B. Prior to installation, stake out all pressure supply lines, and routing and location of quick coupler valves. C. Coordinate installation of entire irrigation system including pipe, so there shall be no interference with utilities or other construction or proposed locations of trees and shrubs. D. Line Clearance: Underground lines shall have a minimum horizontal clearance of 2- inches from each other, 6-inches between main line and lateral line. All lines shall have a minimum horizontal clearance of 12-inches from the lines of other trades. This requirement does not apply to any lines crossing at angles from 45 to 90 degrees. E. Restore surfaces, existing underground installation, etc. damaged or cut as result of excavations, to original conditions. Where irrigation lines, irrigation trenching and pipe work All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-10 interfere with other utilities, report to the City Representative in writing and obtain the City Representative's instructions prior to proceeding with the work affected. F. Irrigation plans are diagrammatic. Pipelines shown parallel in the Drawings may be placed in a common trench, provided that a minimum horizontal distance of three inches (3”) is maintained between buried lines. G. Driplines are shown schematically. Suspected discrepancies in coverage or sizes of areas to be irrigated shall be brought to the attention of the Engineer prior to installation. Contractor shall re-direct work to avoid delay while awaiting resolution. 3.6 TRENCHING AND BACKFILLING A. Trenching: Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall be to the following depths: 1. Provide a minimum of 24 inches cover for all pressure supply (main) lines 4” and larger. Provide a minimum of 18 inches cover for all pressure supply (main) lines 3” and smaller. 2. Provide a minimum of 12 inches cover for all non-pressure (lateral) lines. 3. Provide a minimum cover of 18 inches for all control wiring. B. Backfilling: The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the specified backfill. If settlement occurs and subsequent adjustments in pipe, valves, emitters, bubblers, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments without cost to the City. 1. In planting areas: Backfill shall be manually or mechanically compacted to a dry density of 85 percent. Backfill shall conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. Under Paving: All pipes located under paving shall be sleeved. Trenches located under areas where paving will be installed shall be backfilled with specified backfill (a layer 6-inches below the pipe and 3-inches above the pipe) and compacted to 95 percent compaction, using manual or mechanical tamping devices. All backfilled trenches shall be left flush with the adjoining grade. Set in place, cap and pressure test all piping under paving prior to the paving work. 3.7 HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLERS A. 120-volt power connection to the automatic controller from electrical source connection shown on electrical drawings shall be provided by Contractor. B. All electrical work shall conform to local codes and ordinances and shall be in accordance with the National Electrical Code, most recent edition. 3.8 INSTALLATION OF PIPING A. Install lines (and various assemblies) in accordance with the manufacturer’s instructions. B. Do not install multiple assemblies in plastic lines. Provide each solenoid valve and quick coupler valve with its own outlet off the main line. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-11 C. Install all assemblies specified in accordance with details shown on the Drawings. D. Coordinate work to minimize amount of sleeving required under existing pavement. Piping under existing pavement may be installed by jacking or boring. The Contractor shall obtain the City Representative’s approval for all cutting or breaking of pavement prior to starting the work. Repair to the original condition at no additional cost to the City. 3.9 DRIPLINE IRRIGATION A. Contractor shall layout dripline, etc. for approval from CITY REPRESENTATIVE. B. Layout drip systems 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. C. Check headers (manifolds) and dripline laterals for leaks before covering with soil. D. Check pressure at the site and be sure to operate below the maximum rated pressure of 58 PSI. Check and record pressure at the supply header and flush header. Any changes in pressure can be used in future troubleshooting. E. Be sure there is uniform soil compaction all over the site after installation. F. After installation, open the flush valves (one at a time) and collect some of the water to check to be sure that the installation is clean. G. Allow for expansion and contraction of tubing. H. Tie-Down Stake 1. Stagger stakes every 3 feet in sand, 4 feet in loam, and 5 feet in clay. 2. At fittings where there is a change of direction such as tees or elbows, use tie-down stakes close to the fitting on each leg of the change of direction. 3. Insertion plow and trenched installations do not require tie down stakes. I. Air/Vacuum Relief Valves 1. Locating at the highest point(s) of the dripline zone. 2. Install the valve in an exhaust header or a line that runs perpendicular to the lateral rows to ensure all rows of the dripline can take advantage of the air/vacuum relief valve. J. Manual Line Flush Point 1. Install the manual flush at a low point in the exhaust header of a grid layout, or at the mid-point of a Loop Layout. 2. Install a flush port with a threaded plug or a manual flushing valve in a valve box with a gravel sump adequate to drain approximately one gallon of water. 3. Manual flush points are normally installed as far away from the water source as possible. K. Dripline Flushing 1. After all dripline feeder lines and risers are in place and connected, all necessary diversion work has been completed, and prior to the installation of any dripline, the All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-12 control valves shall be opened, and a full head of water used to flush out the lines and fittings. 2. Surface dripline shall be installed after flushing the system has been completed. Avoid contaminating dripline with debris. 3. Surface dripline shall be flushed prior to the installation of all flush valves. 4. Flush the system every two weeks for the first 6 weeks and check the water that is flushed out for cleanliness. 5. Establish a regular flush schedule for the future after these initial checks. 6. Flush the system well after any repairs are made. 7. Check the pressure at the supply and flush headers on a regular basis and compare with the pressure readings taken right after installation. L. Winterization 1. Winterizing an irrigation system involves removing enough water to ensure that components are not damaged due to freezing weather. 2. Check the manufacturer’s instructions for winterizing the valves, filters, and backflow prevention devices. 3. If compressed air is used to blowout the lines: a. Compressed air may be used only be used with the flush valve open and with the air pressure at 40 psi or less. b. Drip fittings are rated to 50 psi, so the air pressure must be adjusted below this pressure. c. It is air volume, not pressure, which is effective when blowing out the lines. d. The pressure-regulating valve that is part of the control zone regulates water, not air pressure. e. With all drain ports open, compressed air should be applied until no water is seen exiting the ports. f. After turning off the air, close all drain ports. 3.10 SYSTEM INSTALLATION A. Solenoid Valves: 1. Allow at least 12 inches between valve boxes and allow 12-inches clearance between valve boxes and walk or curb. See Drawings. 2. Install each solenoid valve in a separate valve box. No soil is permitted in valve box or around valve. B. Flushing of System: 1. After all new sprinkler risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the solenoid valves shall be opened, and full head of water used to flush out the system. 2. Lines shall be free of dirt, debris and all other deleterious material that could clog the system. Sprinklers shall be installed only after flushing of the system has been accomplished. C. Rotors and Sprinkler Heads: 1. Install the sprinkler heads as designated on the Drawings. 3.11 TESTING PIPES A. Pipe shall be center loaded with sufficient backfill in accordance with the paragraph on backfilling to anchor pipe before testing. No fittings shall be covered. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-13 B. Prior to testing, install solenoid valves; and bleed air out of all lines at line pressure. Provide vertical pipe at all high points during installation to aid in bleeding air. C. Notify the City Representative at least 48 hours in advance of testing. Tests shall be conducted under the observation of the Recreation & Parks Dept’s Park Services Area Manager and/or Park Services Supervisor. City Representative shall give final approval, after the testing is completed. D. Perform testing and furnish all equipment for testing as work of this section. E. Apply the following test after solvent weld plastic pipe joints have cured at least 24 hours. 1. Test live (constant pressure) and PCV lines hydrostatically at 125 psi minimum; maintain test pressure for six (6) hours. Contractor shall make tests and repairs as necessary until test conditions are met. 2. Test lateral lines with water at line pressure; inspect visually for leaks. Retest after correcting defects. 3.12 SYSTEM ADJUSTMENT A. Flush and adjust all sprinkler heads for optimum performance. Adjust sprinkler heads to prevent over spray onto walks, roadways, and buildings. B. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements and the Specifications. 3.13 SYSTEM TESTING A. Request the presence of the City Representative in writing at least 48 hours in advance of testing. B. When the irrigation system is completed, perform a test in the presence of the City Representative, including Recreation & Parks Dept’s Park Services Area Manager and/or Park Services Supervisor, to determine if the water supplied to planting area is complete and adequate. The Contractor shall correct any inadequacies of coverage. 3.14 TEMPORARY REPAIRS A. The City reserves the right to make temporary repairs as necessary to keep the irrigation system in operating condition. The exercise of this right shall not relieve the Contractor of his responsibilities under the terms of the guarantee as specified herein. Existing landscape areas and irrigation system retained are the responsibility of the Contractor through Completion. 3.15 MAINTENANCE A. General: Maintain automatic irrigation system in its entirety in an acceptable working order from time of initial installation through the 60-day Maintenance Period or until Final Acceptance, whichever is longer. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Irrigation March 2024 328000-14 B. Maintenance Procedures: Maintenance of irrigation system consists of but is not limited to: Furnishing and replacement of broken, lost, or stolen irrigation materials, including existing to remain; flushing of irrigation system; adjustment of sprinkler heads to provide optimum amounts of water. 3.16 CERTIFIED WATER AUDIT A. Coordinate and provide a Landscape Irrigation Audit, to be performed by an independent Certified Landscape Irrigation Auditor, certified and in good standing with the Irrigation Association (IA), for all overhead-irrigated landscape areas. Arrange and pay for the services of the Auditor under contract work. The Auditor shall be independent of the property Owner and of all contractors associated with the property. Conduct the audit in accordance with the current edition of the IA’s Landscape Irrigation Auditor’s Handbook. Provide the results of the audit to the CITY REPRESENTATIVE in a report format acceptable to the Landscape Architect, with the report signed by the Auditor. Provide copies of the report to the Landscape Architect and Contractor. Include the following information in the report: Controller identification letter designation and location, station sequence numbers and valve locations, sprinkler head location description and sprinkler spacing, water pressure reading at each valve or lateral, catch device readings and locations, calculated distribution uniformity for each valve, calculated precipitation rates for each valve, and a 12-month irrigation schedule (run times per cycle, cycles per day, and days per week for each valve). B. Compliance with this provision is required before the Owner will issue a Letter of Final Acceptance. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-1 SECTION 32 93 00 PLANTING PART 1 – GENERAL 1.0 SUMMARY A. Section Includes: 1. Plant Material 2. Planting Soils 3. Soils Testing 4. Soil Amendments and/or compost 5. Organic Fertilizers 6. Sheet Mulch (cardboard with arbor mulch) 7. Integrated Pest Management 8. Tree Staking 9. Landscape Edging 10. Protective Covering for Soil Compaction 11. Replacement of all unsatisfactory plant materials 12. Cleanup, preliminary inspection and approval 13. Protection, maintenance and warranty B. Related Documents and Sections: 1. City of Cupertino Project Manual 2. Section 32 80 00, Irrigation 1.1 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. 1. American Standard for Nursery Stock ANSI Z60.1 2. American Standards for Tree Care Operations ANSI A300 3. Rescape California (previously “Bay-friendly”) Landscape Guidelines, https://www.rescapeca.org/ 4. Building Soil Manual: Guidelines and Resources for Implementing Soil Quality and Depth BMP T5.13, Washington State Department of Ecology, www.buildingsoil.org 5. Landscaping Guide: Resource Efficient Natural Landscaping, Seattle Public Utilities, www.buildingsoil.org 6. OMRI Products List (Organic Materials Review Institute – www.OMRI.org) 7. Standard Specifications for Topsoil ASTM D 5268 8. TMECC (Test Methods for the Examination of Composting and Compost), from USCC (US Composting Council) 1.2 DEFINITIONS A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Rescape California (previously “Bay-Friendly”): A sustainable approach to landscape management that works in harmony with the natural conditions of the watershed. Rescape California (previously “Bay-Friendly”) is a ‘Natural Landscaping’ approach that fosters soil All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-2 health and conserves water and other valuable resources while reducing waste and preventing pollution. C. California Department of Food and Agriculture’s (CDFA) Organic Input Material (OIM) Program registers fertilizing materials to be used in organic crop and food production. The program is mandated by the Legislature and supported by the industry. Products claiming to be appropriate for use in organic production are verified to comply with the California Fertilizing Materials Law and Regulations and USDA National Organic Program Standards. OIM’s are listed on the Fertilizer Product Database at www.cdfa.ca.gov/is/ffldrs/fertilizer_OIM.html. D. Compost is the product of controlled biological decomposition of organic materials, often including urban plant debris and food scraps. It is an organic matter resource that has the unique ability to improve the chemical, physical and biological characteristics of soils or growing media. It contains plant nutrients but is typically not characterized as a fertilizer. 1. Quality compost is mature, well decomposed, stable, and weed-free, derived from agricultural and/or, food scraps and/or plant trimmings, contains no substances toxic to plants, possesses no significant objectionable odors (such as ammonia or garbage) and meets stability/ maturity indicators. It does not resemble the feedstock (the original materials from which it was derived). 2. Local compost and mulch are generated from feedstock/materials sourced within 100 miles or produced at a permitted facility within 100 miles of the project site. 3. Recycled compost is generated from plant trimmings and/or food scraps. E. Container-Grown Stock: Healthy, vigorous, well-rooted plants grown in a container, with a well-established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of plant required. F. Crown: Also called "trunk flare" or "root flare": base of the plant's stem or trunk where the stem or trunk broadens to form roots; the area of transition between the root system and the stem or trunk. G. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus. H. Finish Grade: Elevation of finished surface of planting soil. I. FSC-certified wood is harvested from sustainably managed forests and certified in accordance with the Forest Stewardship Council’s criteria. J. Grasscycling means leaving the clippings on turf after mowing, so they decompose and release their nutrients in the soil. K. Green waste consists of the plant debris from trees, shrubs, groundcover, and turf that is generated during landscape demolition, installation, or maintenance. L. Hardscape includes pavements, gravels, stone and other surfacing materials used for sidewalks, patios, walkways, driveways, parking lots and other non-roof, non-landscape surfaces. M. Invasive plant species means species of plants not historically found in California that spread outside cultivated areas and can damage environmental or economic resources. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-3 Invasive species may be regulated by county agricultural agencies as noxious species. (Source: California Model Water Efficient Landscape Ordinance.) N. Integrated Pest Management (IPM), a holistic approach to mitigating insects, plant diseases, weeds, and other pests. It involves the use of many strategies for managing, but not eliminating pests. IPM uses cultural, mechanical, physical, and biological control methods before using pesticides to control pests and diseases in the landscape. Chemical controls are applied only when monitoring indicates that preventative and non-chemical methods are not keeping pests below acceptable levels. When pesticides are required, the least toxic and the least persistent pesticide that will provide adequate pest control is applied. O. Mulch: Any material spread evenly over the surface of the soil to enhance the growth of plants and the appearance of the landscape. 1. Recycled mulch is made from organic materials, including tree trimmings, clean (unpainted and untreated) wood, or wood and plant trimmings chipped on site. It does not include forest industry products and byproducts (such as redwood bark whole or shredded, other bark mulches, or peat moss), recycled tires or other inorganic materials. P. Natural Landscaping: A sustainable approach to landscape management that works in harmony with the natural conditions of the watershed. Natural Landscaping practices foster soil health, conserve water and other valuable resources while reducing waste and preventing pollution. Q. Organic Materials Research Institute (OMRI) is a national nonprofit organization that reviews products to determine their suitability for producing, processing and handling organic food and fiber under the USDA National Organic Program Rule R. Sheet mulching uses a layering system of cardboard, compost, and mulch to enhance weed suppression, or smother existing lawn for conversion to planting areas, and provide soil building benefits. S. Stem Girdling Roots: Roots that encircle the stems (trunks) of trees below the soil surface. T. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil is placed. U. Subsoil: All soil beneath the topsoil layer of the soil profile and typified by the lack of organic matter and soil organisms. V. Subsoiling: To alleviate severe soil compaction, the use of a chisel plow subsoil ripping tool mounted on a machine of sufficient power to make vertical trenches 18 inches deep into the subsoil, 24” apart. Subsoiling fractures compacted soil without adversely disturbing topsoil, plants, and surface residue, and allows roots to grow beyond the compacted layer. W. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil. X. Topsoil: Soil material used as a medium for establishing and sustaining healthy plant growth. Topsoil is obtained from the soil horizons normally designated as "A" or "B" as defined by the Soil Science Society of America. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-4 Y. TMECC: Test Methods for the Examination of Composting and compost, published by the USDA and US Composting Council. Z. US Composting Council Seal of Testing Assurance (STA) Program is a compost testing, labeling and information disclosure program designed to provide the information necessary to get the maximum benefit from the use of compost. The testing program includes a suite of physical, chemical and biological tests intended to help both compost producer and purchaser to determine if the compost they are considering is suitable for the use that they are planning, and to help them compare various compost products using a testing program that can be performed by a group of independent, certified labs across the country and in Canada. (Adapted from U.S. Composting Council, www.compostingcouncil.org) 1.3 SUBMITTALS A. Product Data: Contractor shall provide product data for each of the following: 1. A complete plant list indicating species, variety, quantity and size shall be submitted to and accepted by the Owner’s Representative prior to locating plant material on- site. Include quantities, sizes (caliper, head, and container), quality, and sources for plant materials. Notify Owner’s Representative of planting materials sources seven days in advance of delivery to site. 2. Plant Photographs: Include color photographs in digital format of all trees that will be furnished to the Project. Take photographs from an angle depicting true size and condition of the typical plant to be furnished. Include a scale rod or other measuring device in each photograph. Identify each photograph with the full scientific name of the plant, plant size, and name of the growing nursery. 3. Organic Soil Amendment products: OMRI listed soil amendments only. Submit Manufacturer’s certificate. 4. For any manufactured products include Manufacturer's certified analysis of standard products. B. Materials installed or furnished without prior acceptance by the Owners Representative may be rejected and if so, will be removed from the site by the Contractor. C. Samples for Verification: For each of the following: 1. The following items shall be submitted in a 1-pint minimum volume of each in sealed plastic bag or container. Submittal shall be labeled with weight and source of each item. Each submittal shall represent a true sample of material to be provided at the project site a. Organic Amendments b. Imported Planting Soils c. Mulch d. Organic Compost 2. Tree Staking materials: for verification of material 3. Landscape Edging and Accessories: Manufacturer's standard size, to verify color and material selected. 4. Sheet Mulch Materials: Sample of 100% Recycled B Flute Cardboard, roll width by 12” All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-5 D. Lab Analysis Reports. See section 2.2 Soil Analysis Report and Recommendations for testing requirements. Submit lab reports for each of the following: 1. Soil analysis report and recommendations for on-site soil 2. Compost technical data sheet including compost laboratory report, including test data summary page. If results are outside of acceptable parameters contractor is responsible for retesting compost or finding an acceptable alternative. 3. Imported planting topsoil report and recommendations. E. Tags/Receipts. Contractor is to submit the following tags/ receipts to the landscape architect at the completion of construction prior to project acceptance. 1. Receipts for compost showing the correct volume meeting the practice description (C.9). 2. Receipts for mulch showing product is local and recycled (D.5.2). 1.2 QUALITY ASSURANCE A. Preferred Qualifications: 1. Contractor shall have assigned to the project at least one employee who is a Rescape California Qualified Landscape Professional. 2. Contractor shall have assigned to the project at least one employee who is a Certified Irrigation Contractor (Irrigation Association). 3. It is preferred that the Contractor have assigned to the project at least one employee who is a Certified Arborist or Certified Tree Worker (International Society of Arboriculture) 4. It is preferred that the Contractor have assigned to the project at least one employee who has experience or training in Integrated Pest Management (IPM) techniques. B. Required Qualifications 1. Contractor must have a valid California C-27 Contractor’s license authorized by the State of California. 2. Contractor shall provide evidence of sufficient experience with similar projects. Provide list including a minimum of five recently installed projects with location, date completed, owner, and contact person and phone number. 3. Contractor must have assigned to the project at least one employee possessing a California State Chemical Applicator’s License for the control of weeds, plant diseases and other pests. 4. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. Supervisor shall be a Rescape California Qualified Landscape Professional, or equivalent, such as Green Gardener or G3 Certified Professional. C. Plant Material: Provide plants as specified in the documents including size, genus, species and variety. Any request for substitution must be reviewed and approved by the Owner’s Representative. To prevent contamination by the new root-rotting plant pathogens of the Phytophthora species, source all plants from nurseries that commit to using the latest Restoration Nursery Guidelines from CalPhytos, which can be found here: http://www.suddenoakdeath.org/wpcontent/uploads/2016/04/Restoration.Nsy .Guideli nes.final .09221 6.pdf http://www.suddenoakdeath.org/welcome-to-calphytos-org-phytophthoras-innative- habitats/ 1. Nursery: Companies specializing in growing and cultivating, harvesting and transporting trees and plants with five years minimum documented experience comparable to: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-6 a. Valley Crest Tree Company: Sunol, CA 925-862-2485 b. Pacific Nursery: Colma, CA 650-755-2330 c. Boething Treeland, Portola Valley, CA 650-851-4770 2. For Native Plant Material: shall be obtained from an approved native plant nursery providing plant material grown specifically for Bay Area plant restoration projects: For nurseries other than those listed in this section as approved sources, submit nursery qualifications and experience for review and approval by City Representative and Landscape Architect. a. Mostly Natives Nursery, Point Reyes Station, CA, (415) 663-8835 b. Rana Creek Nursery, Carmel Valley, CA, (831) 659-2830 c. Pacific Coast Seed, Inc., Livermore, CA (925) 373-4417. d. S&S Seeds, Carpenteria, CA (805) 684-0436. e. Yerba Buena Nursery, Half Moon Bay, CA (650) 851-1668 D. Testing Agencies: soil testing must be done by an accredited soils laboratory approved by the Owner’s Representative. Laboratories that participate in the North American Proficiency Testing Program (NAPT) are recommended. See http://www.naptprogram.org/about/ participants for participating laboratories E. Plant Material Observation: Owner’s Representative shall be given the opportunity to observe plant material at site before planting to check for compliance with requirements for genus, species, variety, cultivar, size, and quality. Owner’s Representative shall observe trees and shrubs further for size and condition of balls and root systems, pests, disease symptoms, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. 1.3 SUPPLIES AND EQUIPMENT A. Fuel conservation and low emission equipment. The Contractor will implement strategies in work operations to reduce fossil fuel consumption and emissions, such as: 1. Use hand-powered equipment when feasible. 2. Minimize use of gas-powered blowers, especially on planting beds. 3. Select smallest, most fuel-efficient equipment to accomplish task. 4. Consider vehicles that operate on natural gas or biodiesel. 5. Maintain all equipment properly and keep them well tuned. 6. Emphasize employee carpooling to Project Site. B. Use local products and suppliers. The Contractor shall source materials as specified and is encouraged to suggest substitutions in favor of local materials where appropriate to be approved by Owner’s Representative. The Contractor shall use local products and suppliers for all other landscape items to the extent possible to minimize fuel consumption and emissions. C. The Contractor shall use environmentally preferable products as specified and is encouraged to suggest substitutions in favor of recycled content or salvaged materials where appropriate to be approved by Owner’s Representative. D. Equipment refueling and repair. The Contractor shall refuel and repair equipment in a safe manner to protect against accidental spills. Limit refueling to specific areas on a site. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-7 Measures shall be taken to prevent, control, and clean-up spills. Clean-ups should be immediate, automatic and routine and performed by a trained staff member or a licensed cleaning company. 1.4 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of conformance with state and federal laws if applicable. B. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants or under tree canopies. 2. Provide erosion-control measures to prevent erosion or displacement of bulk materials, discharge of soil-bearing water runoff, and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Accompany each delivery of bulk organic soil amendments with appropriate certificates. C. Soil and compost 1. Suitable topsoil that is to be removed during construction shall be stockpiled for reuse on site. Stockpile location shall be approved by Landscape Architect. 2. Compost shall be delivered to site at least 2 weeks prior to commencement of work, and sample submitted to Landscape Architect. 3. Compost that is hot to the touch shall be rejected as unfinished. 4. Soil and compost that is to be stockpiled for longer than two weeks shall not be placed in mounds higher than 6 feet. 5. Soil and compost that is stockpiled shall be covered at least two weeks prior to installation to prevent excess moisture from saturating the soil stockpile. Check moisture content at least two days prior to soil installation. 6. Soil materials shall not be handled or hauled, placed, or compacted when it is wet, as during or after rain, nor when frozen. D. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, wind burn, sweating, whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling. E. Handle planting stock by root ball. F. Deliver plants to site after preparations for planting have been completed and install immediately after approval. If planting is delayed more than six hours after delivery, set plants and trees in their appropriate aspect (sun, filtered sun, or shade), protect from weather and mechanical damage, and keep roots moist. 1. Do not remove container-grown stock from containers before time of planting. 2. Water root systems of plants stored on-site deeply and thoroughly with a fine-mist spray. Water as often as necessary to maintain root systems in a moist, but not overly wet condition. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-8 1.5 PROJECT CONDITIONS A. Notify Owner’s Representative at least 5 working days prior to installation of plants. B. Protect existing utilities, paving, irrigation and other facilities from damage caused by landscape operations. Contractor shall contact the local utility companies for verification of the location of all underground utilities and shall be responsible for all damage resulting from neglect or failure to comply with this requirement. C. Field Measurements: Verify actual grade elevations, service and utility locations, irrigation system components, and dimensions of plantings and construction contiguous with new plantings by field measurements before proceeding with planting work. D. Interruption of Existing Services or Utilities: Do not interrupt services or utilities to facilities occupied by the owner unless permitted under the following conditions and then only after arranging to provide temporary services or utilities according to requirements indicated: 1. Notify owner no fewer than five business days in advance of proposed interruption of each service or utility. 2. Do not proceed with interruption of services or utilities without owner's written permission. E. Planting Restrictions: Plant during the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. 1. Fall Planting: End of September to Beginning of December 2. Spring Planting: Beginning of February to End of April F. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed when beneficial and optimum results may be obtained. Planting shall not be done while soils are wet, as after or during rain. Planting shall not be done when temperature is above 90 degrees Fahrenheit. Apply soil amendments during favorable weather conditions according to manufacturer's written instructions and warranty requirements. 1.6 WARRANTY A. Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from abuse, lack of adequate maintenance, or neglect by owner, or incidents that are beyond Contractor's control. b. Structural failures including plantings falling or blowing over. c. Faulty performance of tree stabilization. d. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Periods from Date of Planting Completion: a. Trees: 12 months b. Shrubs, Ornamental Grasses Groundcovers and Other Plants: 3 months. 3. Include the following remedial actions as a minimum: a. Immediately remove dead plants and replace unless required to plant in the succeeding planting season. b. Replace plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-9 c. A limit of one replacement of each plant will be required except for losses or replacements due to failure to comply with requirements. B. Provide extended warranty for period equal to original warranty period, for replaced plant material. C. Maintenance Service 1. Initial Maintenance Service for all Trees, Shrubs and Perennials: Provide maintenance by skilled employees of Landscape Installer. Maintain in accordance with City of Cupertino standards and guidelines. Begin maintenance immediately after plants are installed and continue until plantings are acceptably healthy and well- established but for not less than maintenance period below. 2. Maintenance Period: 3 months from substantial completion of project. PART 2 – PRODUCTS 2.1 PLANT MATERIAL A. The plants listed on the plans have been selected to avoid invasive species and for low water use, diversity of species, and appropriate spacing to reach mature size without shearing. Plants have also been carefully grouped into hydrozones. No substitutions will be allowed without prior written approval of the Owner’s Representative. B. All plant material must be neonicotinoid free C. Furnish nursery-grown plants true to genus, species, variety, cultivar, stem form, shearing, and other features indicated in Plant Schedule or Plant Legend shown on Drawings and complying with ANSI Z60.1; and with healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully branched, healthy, vigorous stock, densely foliated when in leaf and free of disease, pests, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. D. Trees with damaged, crooked, or multiple leaders; tight vertical branches where bark is squeezed between two branches or between branch and trunk ("included bark"); crossing trunks; cut-off limbs more than 3/4 inch in diameter; or with stem girdling roots will be rejected. E. Tree caliper measurements shall be taken on the trunk 6 inches above the natural ground line for trees up to and including 4 in. in caliper, and 12 inches above the natural ground line for trees over 4 in. in caliper. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to branch tip. F. Collected Stock: Do not use plants harvested from the wild, from native stands, from an established landscape planting, or not grown in a nursery unless otherwise indicated. G. Provide plants of sizes, grades, and ball or container sizes complying with ANSI Z60.1 for types and form of plants required. Plants of a larger size may be used if acceptable to Owner’s Representative, with a proportionate increase in size of roots or balls. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-10 H. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which shall begin at root flare according to ANSI Z60.1. Root flare shall be visible before planting. I. Labeling: Label at least one plant of each variety, size, and caliper with a securely attached, waterproof tag bearing legible designation of common name and full scientific name, including genus and species. Include nomenclature for hybrid, variety, or cultivar, if applicable for the plant as shown on Drawings. J. If formal arrangements or consecutive order of plants is shown on Drawings, select stock for uniform height and spread, and number the labels to assure symmetry in planting. K. Substitutions of plant materials will not be permitted unless authorized in writing by the landscape architect. If proof is submitted in writing that a plant specified is not obtainable, consideration will be given to the nearest available size or similar variety, with a corresponding adjustment of the contract price. 2.2 BIORETENTION SOIL: See Civil Drawings 2.3 SOIL ANALYSIS REPORT AND RECOMMENDATIONS (ALL NON-BIORETENTION AREAS): A. Contractor shall arrange and pay for soil testing by an accredited soils laboratory approved by the Owner’s Representative. Laboratories that participate in the North American Proficiency Testing Program (NAPT) are recommended. See http://www.naptprogram.org/about/participants for participating laboratories B. Soil submitted for testing should be a composite of samples taken from several locations in a site. 1. Take samples from 10-12 spots in each area. Imagine a line dividing the area in half lengthwise, and then divide each half into five near equal sized widths. Take samples near the middle of each subsection. 2. At each sampling spot dig a spade’s width hole a least 8 inches deep, then shave a 1-inch slice from the side of the hole to use in the composite sample. 3. Thoroughly mix the 10-12 samples from each turf or planting area together in a clean plastic bucket or bowl. Place 2 cups of the mix in a sealable plastic bag for testing (some tests may require more soil, confirm with laboratories.) 4. Label the bag with site information area of sample plus name of person who took the sample and contact information. B. Contractor shall request that the laboratory make soil amendment recommendations based on an ‘Organic’ approach to soil and landscape management, including the use of green waste compost. C. At a minimum the soil analysis shall include: 1. soil texture (% sand-silt-clay) 2. infiltration rate (based on laboratory testing or soil texture infiltration rate table) 3. pH 4. total soluble salts/salinity/electrical connectivity (EC), units: dS/m or mmho/cm 5. essential nutrients 6. heavy metals 7. percent organic matter content All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-11 8. Recommendations for amending the soil with compost to bring organic matter content to 6% and organic fertilizers to recommended levels for planting area and planting type. D. Submit soil lab report and any proposed soil amendments and cost adjustments to Owner’s Representative for written approval. After review and written approval by the Owner’s Representative, amend the soils according to said laboratory's recommendations. 2.4 SOIL AMENDMENTS A. Compost used in this project must: 1. Be mature, well decomposed, stable and weed free. 2. Be derived from agricultural and/or food scraps and/or plant trimmings. 3. Contain no substances toxic to plants. 4. Acceptable color: dark brown to black. 5. Acceptable odors: Soil-like, forest-like, moldy. 6. Unacceptable odors: ammonia, rot, garbage, sourness. 7. Not resemble the feedstock (original materials form which it was derived). 8. Be listed by CDFA as an Organic Input Material (OIM) and/or be approved by OMRI. 9. Be produced by a participant of the US Composting Council’s STA Program. 10. Be generated from feedstock/materials sourced within 100 miles or produced at a facility within 100 miles of the project site. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-12 The compost laboratory report must confirm the following compost parameters: Property Test Method Unit of Measurement Requirement pH TMECC 04.11-A Elastomeric pH 1:5 slurry method pH units 6–8.5 Soluble salts TMECC 04.10-A Electrical conductivity 1:5 slurry method dS/m (mmhos/cm) 0– 5 or 10 Moisture content TMECC 03.09-A Total solids & moisture at 70 ± 5 °C % wet weight basis 30–60 or 35-55 Organic matter Con- tent TMECC 05.07-A Loss-on-ignition organic matter method (LOI) % dry weight basis 30–60 Maturity TMECC 05.05-A Germination and vigor % relative to positive control Seed emergence 80 or above Seedling vigor 80 or above Stability TMECC 05.08-B Carbon dioxide evolution rate mg CO2-C/g OM per day 4 or below Pathogen TMECC 07.01-B Salmonella < 3 MPN per 4 grams, dry weight basis Pass/ Fail Pass Pathogen TMECC 07.01-B Fecal coliform bacteria < 1,000 MPN per gram, dry weight basis Pass/ Fail Pass Physical contami- nants TMECC 02.02-C Man-made inert removal and classification: Plastic, glass, and metal % > 4 mm fraction % dry weight basis combined total: < 0.5% Physical contami- nants TMECC 02.02-C Man-made inert removal and classification: Sharps (sewing needles, straight pins and hypodermic needles) % > 4mm fraction % dry weight basis none detected Particle size fine for compost used as soil amendment TMECC 02.02-B Sample sieving for aggre- gate Size classification % dry weight basis Pass 2”-inch sieve 98% min Pass 3/8-inch sieve 95% min Arsenic mg/kg (ppm) EPA 503 pass < 10 OMRI Cadmium mg/kg (ppm) EPA 503 pass < 20 OMRI Chromium mg/kg (ppm) EPA 503 pass < 100 Copper mg/kg (ppm) EPA 503 pass <400 Lead mg/kg (ppm) EPA 503 pass < 90 OMRI Mercury mg/kg (ppm) EPA 503 pass <4 Nickel mg/kg (ppm) EPA 503 pass <80 Selenium mg/kg (ppm) EPA 503 pass <5 All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-13 The compost laboratory report must confirm the following compost parameters: Property Test Method Unit of Measurement Requirement Zinc mg/kg (ppm) EPA 503 pass <2800 Ammonium (N or NH4-N) ppm or mg/kg dry weight <450 Sodium (Na) % dry weight <0.5 Carbon:Nitrogen Ra- tio Carbon : Nitro- gen ≤20:1 Bulk Density lbs/CY dry weight lbs/CF dry weight >19 and <41 >500 and <1100 Note: TMECC refers to "Test Methods for the Examination of Composting and Compost," published by the Unit- ed States Department of Agriculture and the United States Compost Council (USCC). (Table modified from the US Composting Council Landscape Architectural Specifications 2009.) 2.5 ORGANIC FERTILIZERS A. Use only organic fertilizers and amendments during the project’s construction and establishment phases. Acceptable products are those allowed for use in crop production by at least one of the following: 11. OMRI Generic Materials List 12. CDFA Organic Input Materials Program 13. U.S. Department of Agriculture’s National Organic Program 2.6 MYCORRHIZAL FUNGI A. Dry, granular, water soluble inoculant containing at least 5300 spores per pound of vesicular-arbuscular mycorrhizal fungi and 95 million spores per pound of ectomycorrhizal fungi, and a maximum of 5.5 percent inert material. 2.7 IMPORTED PLANTING TOPSOIL A. Contractor shall provide imported planting soil where specified in the plans and details. Use topsoil mix that a minimum of 5% and up to 10% organic matter (with 20% or more compost content). Soil portion must be sandy loam as defined by USDA. Submit soil analysis report per section 2.2 A & C. 1. Imported topsoil must be free from deleterious substances such as litter, refuse, toxic waste, stones larger than 1 inch in size, coarse sand, heavy or stiff clay, brush, sticks, grasses, roots, noxious weed seed, weeds, and other substances detrimental to plant, animal, and human health. The Contractor shall designate their proposed import sources in advance and shall provide source samples and soils test of material to the Owner’s Representative. 2. Material shall be free of seeds. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-14 2.8 STOCKPILED EXISTING TOPSOIL A. Contractor shall utilize soil from on-site topsoil stockpile see specification section 312000 for topsoil removal, storage and protection information. 2.9 MULCHES A. Mulch for non-bioretention areas may be provided from chipped trees identified for removal on site With approval by the City Representative. If additional mulch is needed see below. B. Organic Mulch material shall be locally produced arbor chip mulch from tree and shrub trimming, 100% recycled material, with no color additive. The mulch shall not contain significant amounts of trimmings from pine or cedar unless well aged. The mulch shall not contain trimmings from eucalyptus trees, or any noxious weeds, plants with thorns or spines, or invasive plants. The largest allowable pieces not larger than 3” in any direction. Bark mulch or shredded redwood bark mulch (“Gorilla hair”) shall not be used. C. Approved product for additional Mulch and ALL Bioretention Area Mulch: 1. “Mixed and Aged” from Greenwaste Recycle Yard , Richmond, CA or approved local equivalent. 2.10 PRE-EMERGENT HERBICIDES A. Synthetic pre-emergent herbicides that are listed as prohibited in the Organic Materials Review Institute’s (OMRI) Generic Materials List are not allowed on this project. 2.11 WEED BARRIER (SHEET MULCH) CARDBOARD A. Cardboard for sheet mulch shall be 100% recycled, B-flute cardboard or approved equal. B. Acceptable cardboard suppliers include North Bay Paper, Petaluma, CA 800-734-2772 and Monahan Paper, Oakland, CA 800-835-4670, or approved equal. Sources of recycled cardboard can also be found at www.lawntogarden.org 2.12 INTEGRATED/ORGANIC PEST MANAGEMENT A. Integrated Pest Management (IPM) practices shall be used to control pests and diseases in the landscape. Herbicides may not be used as the first and only weed/ invasive plant control method. 1. Cultural controls and Mechanical or Physical methods will be used as the first choice in weed management and eradication. 2. Sheet mulching, a layered system of non-synthetic weed barrier overlain by mulch, shall be employed instead of pesticides. 3. For weed control non-chemical herbicides using Fatty acids, Acetic and Citric acids, or Clove, Citrus, Mint and Thyme oil may be employed by Contractor as a last resort. These may include: a. Fatty acid potassium salts (e.g. Safer’s Superfast Weed and Grass Killer) b. Acetic and citric acids (e.g. Nature’s Glory Weed and Grass Killer RTU) c. Clove, citrus, mint and thyme oil (e.g. Matran II, Burnout, Xpress) All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-15 B. Pesticides that are prohibited by OMRI in its generic materials list are prohibited. 2.13 TREE-STAKING MATERIALS A. Trees that settle out of plumb due to inadequate soil compaction either under or adjacent to the root ball shall be excavated and reset. In no case shall trees that have settled out of plumb be pulled upright using guy wires. B. Stakes and ties shall be installed immediately upon approval or planting and shall be removed at the end of the first growing season. Any tree that is not stable at the end of this time shall be rejected. C. Stakes: Rough-sawn, untreated, sound, new lodgepole pine, free of knots, holes, cross grain, and other defects, 2-by-2-inch nominal by length indicated, pointed at one end. D. Ties: black, corded rubber tree ties or ArborTie Flat woven polypropylene material, 3/4" (cm) wide, 900 lbs. (409 kg) break strength. Length as required by tree staking details on the Drawings. Fasten to stake as noted on Drawings. 2.14 PROTECTIVE COVERING FOR SOIL COMPACTION A. Wood planks (minimum 3/4-inch plywood) or 6 inches of coarse organic mulch shall be placed on paths in planting areas for construction crews to use when it is not possible to wait until the soil dries before beginning construction. Protective materials should be reused or recycled when they are no longer needed. PART 3 – EXECUTION 3.1 EXAMINATION A. Examine areas to receive plants for compliance with requirements and conditions affecting installation and performance. 1. Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in soil within a planting area. If foreign or deleterious material is found remove the soil and contamination as directed by Owner’s Representative and replace with new planting soil. 2. Do not mix or place soils and soil amendments in frozen, wet, rainy, or muddy conditions. 3. Suspend soil spreading, grading, and tilling operations during periods of excessive soil moisture until the moisture content reaches acceptable levels to attain the required results. 4. Uniformly moisten excessively dry soil that is not workable, and which is too dusty. B. Proceed with installation only after unsatisfactory conditions have been corrected. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-16 3.2 IRRIGATION AUDIT A. Before planting and mulch are installed contractor must hire a third-party auditor to complete an irrigation audit. See Irrigation specifications for additional information. 3.3 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities and turf areas and existing plants from damage caused by planting operations. B. Install erosion-control measures as needed to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkway 3.4 PLANTING AREA SOIL PREPARATION (COORDINATE WITH SUB-SURFACE DRIP IRRIGATION) A. Remove any noxious or invasive weeds and dispose of them off site. B. Planting area soils where soil must be loosened or tilled to alleviate compaction (previously paved areas, noticeably compacted areas and new tree locations): 1. Subsoil, rip, scarify or till soil to less than 200 psi to a total depth of 18 inches below proposed finish grade. 2. Subsoiling shall form a two-directional grid with channels spaced a minimum of 12 inches apart. 3. Do not subsoil, scarify or till within drip line of existing trees to be retained. 4. Do not subsoil, scarify or till over utility installations within 30 inches of the surface, or where trenching or drainage lines are installed. 5. Lightly incorporate organic soil amendments into the top six inches of soil after subsoiling has taken place, using application rates recommended by Landscape Architect. C. Planting area soils where no severe compaction: 1. Loosen subgrade of planting areas to a minimum depth of 12 inches. (300 mm). Remove stones larger than in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. D. Planting areas that will receive imported soil: 1. Before adding imported topsoil, scarify subsoils to less than 200 psi to a depth of 18 inches below final topsoil grade. 2. Do not scarify or till within drip line of existing trees to be retained. 3. Place first lift of three inches of imported topsoil on scarified surface and till into subsoil. 4. Place second lift of three inches or more of imported topsoil on surface to achieve a minimum depth of 18 inches of friable soil. 5. Lightly incorporate organic soil amendments into the top six inches of soil after subsoiling has taken place, using application rates recommended by Owner’s Representative. E. Planting beds are to be graded smooth and level, 2” below adjacent paving to accommodate sheet mulch. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-17 F. Verify that all planting beds shall have a minimum depth of twelve inches of uncompacted soil except where tree roots limit the depth. Soil compaction may be measured using a soil cone penetrometer. G. Remove stones larger than 2 inches in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off the property. H. Phase the installation of the soil such that equipment does not have to travel over already installed topsoil or planting mixes. I. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1. J. Lay out trees and large shrubs at locations and at spacing indicated on plans. Stake locations of individual trees and shrubs and outline areas for multiple plantings. Adjust locations when requested and obtain Owner’s Representative acceptance of layout before excavating or planting. Make minor adjustments as required. K. Water entire planting area thoroughly. This may be done the day before planting. 3.5 ORGANIC SOIL AMENDMENT AND FERTILIZER APPLICATION (COORDINATE WITH SUB-SURFACE DRIP IRRIGATION) A. Apply organic soil amendments at rates recommended by Owner’s Representative directly to surface of prepared planting area. B. If using planting area preparation method where soil is loosened to alleviate compaction, gently incorporate the soil amendments into the top six inches of soil. Cover with layer of compost. Sheet mulch will be applied directly over compost layer. 3.6 EXCAVATION FOR TREES AND SHRUBS A. Planting Pits and Trenches: 1. Excavate circular planting pits with sides sloping inward at a 45-degree angle. Excavations with vertical sides are not acceptable. Excavate so that base of planting pit is approximately two times as wide as ball diameter for container-grown stock. 2. Trim perimeter of bottom leaving center area of bottom raised slightly to support root ball and assist in drainage away from center. Do not excavate deeper than depth of the root ball, measured from the root flare to the bottom of the root ball. Do not further disturb base. Ensure that root ball will sit on undisturbed base soil to prevent settling. Planting pit shall be at a depth that will ensure that the root flare will be 5 to 6 inches above adjacent finish grade in all areas that will be sheet mulched. Where sheet mulching will not be employed the root, flare shall be 3 to 4 inches above finish grade. Scarify sides of planting pit smeared or smoothed during excavation. If area under the plant was initially dug too deep, add soil to raise it to the correct level and thoroughly tamp the added soil to prevent settling. 3. Maintain required angles of repose of adjacent materials as shown on the Drawings. Do not excavate subgrades of adjacent paving, structures, hardscapes, or other new or existing improvements. 4. Maintain supervision of excavations during working hours. 5. Keep excavations covered or otherwise protected when unattended by Installer's personnel. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-18 B. Subsoil and topsoil removed from excavations shall be used for backfilling if suitable. C. Obstructions: Notify owner if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. D. Detrimental soil conditions: The landscape architect is to be notified, in writing, of soil conditions encountered, including poor drainage or unexpected water seepage, that the contractor considers detrimental to the growth of plant material. When detrimental conditions are observed, planting shall be discontinued until instructions to resolve the conditions are received from the Owner’s Representative. 3.7 DRAINAGE TEST AND AUGER HOLES A. Requirements: After tree pits are dug and before planting operations, tree pits shall be water tested for drainage. One location per 80 square feet of tree pit shall be tested. In addition, test all tree pits in any area where a test tree pit does not drain within 24 hours, such as in hardpan areas, rocky ground, construction backfill, compacted areas, flat ground, low spots, and the like, to ensure that pits in those areas will drain properly. B. Tests: Fill tree pits with water. Check holes after 24 hours to determine if water has drained out. If the water has not drained out, bring this to the attention of the Engineer for remedial course of action. Adjustment of pit size, adjustment of pit location, or addition of auger holes will be required by the Owner’s Representative if a drainage problem exists. C. Auger Holes: Auger one 6-inch diameter hole through the bottom of each excavated plant hole that does not drain within the specified 24-hour period. Depth of the drill measured from the bottom of the excavation to the bottom of the drill hole shall be 4 feet. Backfill auger holes with 3/4-inch diameter, well-graded drain rock up to bottom of the plant hole. 3.8 TREE AND SHRUB PLANTING (5-GALLON SIZE AND LARGER) A. All plants 5-gallon size and larger shall be planted before installation of the Sheet Mulching System. B. Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. If root flare is not visible, remove soil in a level manner from the root ball to where the top- most root emerges from the trunk. After soil removal to expose the root flare, verify that root ball still meets size requirements. C. Apply Mycorrhizal fungi granular inoculant to roots: Sprinkle inoculant directly on damp roots or root balls of all shrubs immediately before planting. 3 lbs. of inoculant will treat at least 400 typical-size transplants. Use 1 tsp/5cc for small trees and shrubs; 1-4 tablespoons for larger trees. D. Set container-grown stock plumb and in center of planting pit or trench with root flare of trees 5 to 6 inches above adjacent finish grades and root flare of shrubs 3 to 4 inches above adjacent finish grades in all areas that will be sheet mulched. Set root flares of trees 4 inches and shrubs 3 inches above adjacent finish grades in areas that will not be sheet mulched. 1. Use unamended native soil for backfill if planting in native soil. 2. Use imported soil for backfill if planting in imported soil. 3. Carefully remove root ball from container without damaging root ball or plant. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-19 4. Backfill around root ball in layers, tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. 5. Continue backfilling process. Water again after placing and tamping final layer of soil. E. When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope; the edge of the root ball on the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the root ball. 3.9 TREE AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs only if approved by Owner’s Representative, according to standard professional horticultural and arboricultural practices. Unless otherwise indicated by Owner’s Representative, do not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and prune to retain natural character. B. Do not apply pruning paint to wounds. 3.10 TREE STABILIZATION A. If required, install trunk stabilization as follows unless otherwise indicated: 1. Install Tree stakes as shown on drawings; avoid penetrating root balls or root masses. 2. Support trees with bands of flexible ties as shown on drawings. Allow enough slack to avoid rigid restraint of tree. 3.11 SHEET MULCH INSTALLATION (COORDINATE WITH SUB-SURFACE DRIP IRRIGATION) A. After the planting area has been thoroughly watered, the organic soil amendments, including compost, have been applied to surface of planting areas, and the 5 gallon and larger plant materials have been planted, the Sheet Mulch shall be installed B. Apply a minimum of two layers of 100% recycled B flute cardboard as a bio-degradable weed barrier to the entire planting area, completely covering all existing soil and vegetation. 1. If subsurface drip irrigation is used, apply cardboard to surface after subsurface irrigation system has been installed. 2. Wet cardboard thoroughly while applying to prevent it from blowing away. 3. Avoid walking on wet cardboard. 4. Do not allow any loose soil to remain on top of cardboard. 5. Edges of the sheets of Cardboard shall overlap a minimum of 8”. 6. Cardboard shall abut directly against edge of pavement, curbs and boulders. 7. Cardboard shall be applied to the edge of installed plant root balls without covering any part of the top of the root ball / root crown area. 8. Excess cardboard shall be folded under itself when abutting against hardscape objects or root crown areas, as opposed to being cut, to avoid excessive cardboard scraps. This folding under process is greatly aided when the cardboard is wet. 9. Keep all cardboard scraps separate from other construction debris for depositing at a local recycling facility. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-20 C. Apply mulch to top of cardboard: 1. Apply 1” arbor chip mulch on top of the cardboard to protect cardboard during the planting of 1 gallon and smaller pots. 2. Apply 3” additional arbor chip mulch on top of first application of mulch after planting 1 gallon and smaller pots. 3. Where bubblers are used apply [4”] inches arbor chip mulch directly on top of cardboard. D. Do not place mulch or compost within 6 inches of trunks or stems. E. Where planting areas are adjacent to paving, gradually taper depth of mulch so that top of mulch meets top of paving. 3.12 SMALL SHRUB, GROUND COVER AND PERENNIAL PLANTINGS A. Any plants less than 5-gallon size shall be installed after sheet mulching. B. Set out and space ground cover and plants smaller than 5-gallon size as indicated on plans in even rows with triangular spacing. C. Apply Mycorrhizal fungi granular inoculant to root balls of all plants during planting: sprinkle 1/4 tablespoon of inoculant directly on damp roots or root balls immediately before planting or scatter inoculant in planting holes. 3 lbs. of inoculant will treat at least 400 typical-size transplants. Use 1 tsp/5cc for small trees and shrubs: 1-4 tablespoons for larger trees. Direct contact with roots is critical. D. Plant 1-gallon plants through the cardboard mulch, pushing extra soil under the cardboard layer. Take care not to allow any soil to remain on top of cardboard or mulch. E. Plant 4” and smaller plants into the mulch on top of the cardboard without cutting through the cardboard. Backfill around plants with several handfuls of compost on top of cardboard and under mulch. F. Use native soil for backfill for larger plants. G. Do not leave excess soil on top of sheet mulch. Push excess soil under cardboard. H. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. I. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. J. Keep mulch 6” min. from root crown. K. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 3.13 PLANT MAINTENANCE A. Maintain plantings by pruning, cultivating, watering, weeding, fertilizing with organic fertilizers as need is shown by soil testing, mulching, restoring planting saucers, adjusting All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Planting March 2024 329300-21 and repairing tree-stabilization devices, resetting to proper grades or vertical position, and performing other operations as required to establish healthy, viable plantings. B. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace mulch materials damaged or lost in areas of subsidence. C. Mulch shall be replenished as needed to maintain a depth of 3”. Additional cardboard under mulch or thicker mulch may need to be used for persistent weeds. D. Apply treatments as required to keep plant materials, planted areas, and soils free of pests and pathogens or disease. Use integrated pest management practices. Treatments include physical controls such as hosing off foliage, mechanical controls such as traps, and biological control agents. 3.14 FERTILIZERS AND PESTICIDES A. No chemical fertilizers, herbicides, pesticides or other disease control chemicals to be used. Only materials approved for organic crop production by the Organic Materials Review Institute (OMRI) may be used, and only with approval from Owner’s Representative. See www.omri.org. Integrated Pest Management (IPM) practices shall be used. 3.15 CLEANUP AND PROTECTION A. During planting, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect plants from damage due to landscape operations and operations of other contractors and trades. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. C. After installation and before Substantial Completion, remove nursery tags, nursery stakes, tie tape, labels, wire, burlap, and other debris from plant material, planting areas, and Project site. D. Any shrubs or trees to be removed shall be chipped on site and used for mulch. All resulting mulch shall meet requirements of this specification. E. Weeding, Cultivating, and Cleanup: Planting areas shall always be kept neat and free from debris. All areas shall be weed free at the end of the plant establishment and maintenance period. 3.16 DISPOSAL A. Recycle all waste per these specifications. Reuse or return unused items such as palettes, flats and pots. All plant debris (green waste) shall be separated from other refuse and taken to a facility where it will be recycled i.e., to produce compost or mulch. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Stone March 2024 329450-1 SECTION 32 94 50 LANDSCAPE STONE PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following applications of landscape stone: 1. Boulders: Rounded Boulders, Flat-Topped Boulders & Transfer Boulders 2. Stone pavers 3. Stepping Stones B. Related Documents and Sections: 1. City of Cupertino Project Manual 2. Section 32 11 00 – Base Courses 3. Section 32 13 00 – Rigid Paving 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual 1.2 SUBMITTALS B. Product Data: For each type of product indicated. 1. For stone varieties proposed for use on Project, include photographs with a reference scale showing the size of the stones. 2. For each color of mortar required. C. Samples: 1. For each stone type indicated, include at least two samples in each set for each type of stone, exhibiting extremes of the full range of color and other visual characteristics expected in completed Work. Samples will establish the standard by which stone provided will be judged. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs experienced stonemasons and stone fitters. B. Source Limitations for Stone: Obtain each variety of stone, from one quarry or supplier with resources to provide materials of consistent quality in appearance and physical properties. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Stone March 2024 329450-2 C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate. D. Mockup: Where boulders are set in concrete curbs or walls, build mockup to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Protect accepted mockups from the elements with weather-resistant membrane. 2. Approval of mockups is for color, texture, and blending of stone; relationship of mortar colors to stone colors; tooling of joints; and aesthetic qualities of workmanship. 3. Approval of mockups is also for other material and construction qualities the Owner’s Representative specifically approves in writing. 4. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Owner’s Representative specifically approves such deviations in writing. 5. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. PART 2 - PRODUCTS 2.1 ROUNDED BOULDERS, FLAT-TOPPED BOULDERS AND TRANSFER BOULDERS A. Criteria: Boulders shall be uniform, medium grained, smooth, stones without sharp edges, fractures or holes. Stones shall be tagged in the stone supply yard for review and approval by the Owner’s Representative. B. Stone Type: “Sierra Granite” boulders from W.Johnson Ornamental and Building Stone, 4132 Santa Rosa Ave, Santa Rosa, CA 95407, USA, (707) 584-7480; or “Amador Granite” boulders from Lyngso, www.lyngsogarden.com., 345 Shoreway Road, San Carlos, CA 94070, 650-364-1730; or approved equal. Substitutions must meet aesthetic considerations of color (primarily gray tones) and required dimensions per drawings. C. Boulder Size: Overall dimensions as shown on Drawings. D. Transfer Boulder Size and Configuration: Final dimensions and placement must meet ADA transfer requirements as shown on drawings. 2.2 STONE PAVERS & STEPPING STONES A. Criteria: Solid, non-crumbling rock, free of sharp corners and edges, open cracks or holes with smooth river washed or weathered edge B. Stone Type: “Bouqet Canyon” irregular flagstone from Lyngso, www.lyngsogarden.com., 345 Shoreway Road, San Carlos, CA 94070, 650-364-1730, or approved equal. C. Size: 12” to 24” irregular shaped flat stones, minimum 2” thick. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Stone March 2024 329450-3 2.3 MORTAR MATERIALS A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold- weather construction. Provide natural color or white cement as required to produce mortar color indicated. 1. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to ASTM C 114. B. Hydrated Lime: ASTM C 207, Type S. C. Masonry Cement: ASTM C 91. D. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in stone masonry mortar. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Davis Colors; True Tone Mortar Colors. b. Lanxess Corporation; Bayferrox Iron Oxide Pigments. c. Solomon Colors; SGS Mortar Colors. E. Colored Cement Product: Packaged blend made from portland cement and lime or masonry cement and mortar pigments, all complying with specified requirements, and containing no other ingredients. 1. Formulate blend as required to produce color indicated or, if not indicated, as selected from manufacturer's standard colors. 2. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Colored Portland Cement-Lime Mix: 1) Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime. 2) Lafarge North America; Eaglebond. 3) Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement. b. Colored Masonry Cement: 1) Essroc, Italcementi Group; Brixment-in-Color. 2) Holcim (US) Inc.; Rainbow Mortamix Custom Color Masonry Cement. 3) Lafarge North America; Florida Custom Color Masonry or Magnolia Masonry Cement. 4) Lehigh Cement Company; Lehigh Custom Color Masonry Cement. F. Aggregate: ASTM C 144 and as follows: 1. For pointing mortar, use aggregate graded with 100 percent passing No. 16 sieve. 2. White Aggregates: Natural white sand or ground white stone. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Stone March 2024 329450-4 3. Colored Aggregates: Natural-colored sand or ground marble, granite, or other sound stone of color necessary to produce required mortar color. G. Latex Additive: Manufacturer's standard water emulsion, serving as replacement for part or all of gaging water, of type specifically recommended by latex-additive manufacturer for use with field-mixed portland cement mortar bed, and not containing a retarder. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Boiardi Products Corporation. b. Bonsal. c. Bostik Findley Inc. d. C-Cure. e. Custom Building Products. f. DAP Inc. g. Laticrete International, Inc. h. MAPEI Corp. i. Summitville Tiles, Inc. j. TEC Specialty Construction Brands; H. B. Fuller Company. H. Water: Potable. PART 3 - EXECUTION 3.1 SETTING OF STONE MASONRY, GENERAL A. Perform necessary field cutting and trimming as stone is set. 1. Use power saws to cut stone that is fabricated with saw-cut surfaces. 2. Use hammer and chisel to split stone that is fabricated with split surfaces. B. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable for intended use. C. Arrange stones in range ashlar pattern with course heights as indicated, random lengths, and uniform joint widths, with offset between vertical joints as indicated. D. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance. E. Maintain uniform joint widths except for variations due to different stone sizes and where minor variations are required to maintain bond alignment if any. Lay walls with joints not less than 1/4 inch at narrowest points or more than 1/2 inch at widest points. F. Place weep holes and vents in joints where moisture may accumulate, including at base of cavity walls, above shelf angles, and at flashing. 1. Use round plastic tubing to form weep holes. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Stone March 2024 329450-5 3.2 CONSTRUCTION TOLERANCES A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch in 40 feet or more. For external corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 20 feet or more. B. Variation from Level: For bed joints and lines of exposed horizontal grooves, and other conspicuous lines, do not exceed 1/2 inch in 20 feet or more. C. Variation of Linear Line: For position shown in plan, do not exceed 3/4 inch in 20 feet or more. 3.3 POINTING A. Prepare stone-joint surfaces for pointing with mortar by removing dust and mortar particles. Where setting mortar was removed to depths greater than surrounding areas, apply pointing mortar in layers not more than 3/8 inch deep until a uniform depth is formed. B. Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch deep. Compact each layer thoroughly and allow to become thumbprint hard before applying next layer. C. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce the following joint profile: 1. Joint Profile: Concave. 3.4 ADJUSTING AND CLEANING A. In-Progress Cleaning: Clean stone masonry as work progresses. Remove mortar fins and smears before tooling joints. B. Final Cleaning: After mortar is thoroughly set and cured, clean stone masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on mockup; leave one-half of panel uncleaned for comparison purposes. 3. Protect adjacent stone and non-masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 4. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by rinsing thoroughly with clear water. 5. Clean stone masonry by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised II, using job-mixed detergent solution. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Landscape Stone March 2024 329450-6 6. Clean stone masonry with proprietary acidic cleaner applied according to manufacturer's written instructions. 7. Clean limestone masonry to comply with recommendations in ILI's "Indiana Limestone Handbook." 3.5 STEPPING STONE INSTALLATION A. Stepping stones shall be set in concrete setting bed, per drawings, with top surface approximately flush with surrounding finish grade. Review with City Representative depth, angle, etc., prior to final installation. 3.6 EXCESS MATERIALS AND WASTE A. Disposal as Fill Material: Dispose of clean masonry waste, including mortar and excess or soil-contaminated sand, by crushing and mixing with fill material as fill is placed. 1. Do not dispose of masonry waste as fill within 18 inches of finished grade. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Storm Drainage Utilities March 2024 334000-1 SECTION 334000 STORM DRAINAGE UTILITIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: All labor, materials, equipment, tools, accessories, transportation, and services as required for the installation and construction of storm subdrainage utilities, storm drainage structures, and connections to rip-rap outfalls as shown on the plans. B. Related Requirements 1. Section 312200, Grading 2. Section 312100, Utility Trenching and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Refer to City of Cupertino Project Manual. 1.3 REFERENCES A. Reference Standards 1. City of Cupertino General Conditions 2. Caltrans Standard Specifications, Section 62, Stormwater Treatment 3. Caltrans Standard Specifications, Section 64, Plastic Pipe 4. Caltrans Standard Specifications, Section 65, Concrete Pipe 5. Caltrans Standard Specifications, Section 68, Subsurface Drains 6. Caltrans Standard Specifications, Section 70, Miscellaneous Drainage Facilities 7. Caltrans Standard Specifications, Section 71, Existing Drainage Facilities 1.4 SUBMITTALS A. Product Data: Submit for each type of product specified. B. Record Drawings: Contractor shall maintain a daily log of on-site installation and changes from the Contract Documents on a set of prints provided to Contractor by City for record purposes. A clearly legible and detailed print of said log, acceptable to the City’s Representative, shall be submitted to the City prior to final payment. 1.5 QUALITY ASSURANCE A. Reviews: Twenty four (24) hours prior to placement of backfill above the pipe bedding, the City’s Representative shall be notified by the Contractor and shall be allowed such reasonable time to inspect placement of the pipe and pipe bedding. All-Inclusive Playground at Jollyman Park City of Cupertino Storm Drainage Utilities Bid Set 334000-2 January 2024 1.6 DELIVERY, STORAGE, AND HANDLING A. Materials: Attention is directed to Section 6, Control of Materials of the Caltrans Standard Specifications and these Special Provisions. All materials required to complete the work under this contract shall be furnished by the Contractor. B. Handling: Reinforced concrete pipe, pre-cast concrete manhole sections, inlet frames and grating, and fittings must be handled carefully at all times. Only suitable and proper equipment and appliances shall be used for the safe loading, hauling, unloading, handling, and placing of materials. Material that is checked, spalled or damaged shall not be installed and must be permanently removed from the job site. 1.7 WARRANTY A. Final Guarantee: Contractor shall provide guarantee according to City of Cupertino General Conditions. PART 2 - PRODUCTS 2.1 PLAY AREA DRAINAGE A. Description: SDR 26 PolyVinyl Chloride (PVC) plastic pipe shall be as specified in Caltrans Standard Specifications, 64, Plastic Pipe. 1. perforated/non-perforated 2. corrugated/rigid 3. size as noted on drawings 2.2 SITE DRAINAGE, ON SITE TRAFFIC AREAS A. Description: SDR 26 PVC plastic pipe shall be as specified in Caltrans Standard Specifications, 64, Plastic Pipe. 2.3 SITE DRAINAGE, NON-TRAFFIC LANDSCAPE AREAS A. Description: SDR 26 or 35 PVC plastic pipe shall be as specified in Caltrans Standard Specifications, 64, Plastic Pipe. 1. Non-perforated. 2. Rigid plastic pipe. 3. Size as noted on drawings. 2.4 DRAINAGE WITHIN STREET RIGHT-OF-WAY A. Description: Reinforced concrete pipe shall be as specified in Caltrans Standard Specifications, Section 65, Concrete Pipe. 1. Minimum twelve inches (12") diameter. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Storm Drainage Utilities March 2024 334000-3 2.5 FRAMES AND GRATES A. Description: As indicated on the plans. 2.6 STORM DRAINAGE STRUCTURES STENCIL A. Contractor shall provide Stencil according to City of Cupertino General Conditions. 2.7 OTHER MATERIALS A. Drain Rock: 3/8 inch pea gravel. B. Catch Basin: Christy V-64 or approved equal, with appropriate extensions to extend 2 inches below invert elevations as shown on drawings. C. Area Drains: Christy V-64 or approved equal, with appropriate extensions to extend 2 inches below invert elevations as shown on drawings. D. Filter Fabric: Light weight polyester engineering fabric, LandMaster Polyspun “XL” or approved equal, as supplied by Horizon Irrigation, 4060Campbell Avenue, Menlo Park, CA 94025, (650) 323-51561. E. Rock for Rock Outfall: Smooth rocks, one foot to two feet and six inches (1’0”-2’6”) in diameter as supplied by Langley Hill Quarry, or approved equal, 19500 Skyline Boulevard, Woodside, CA (650) 851-0179. F. Geotextile Fabric: Mirafi 140N non-woven geotextile fabric or approved equal. As available from United Green Mark, 1675 Nichols Drive, Rocklin, CA 95765, Larry Hood, (916) 947-5128. 2.8 ACCESSORIES A. Contractor shall provide all necessary fittings and coupling systems for both systems. B. Joints and joint material for concrete pipe shall conform Caltrans Standard Specifications, Section 65, Concrete Pipe. PART 3 - EXECUTION 3.1 PREPARATION A. Protection of In-Place Conditions 1. Surrounding areas, surfaces and appurtenances already in place shall be protected during installation of storm drainage utilities. All-Inclusive Playground at Jollyman Park City of Cupertino Storm Drainage Utilities Bid Set 334000-4 January 2024 3.2 INSTALLATION A. Excavation, pipe laying, joints, and backfill shall conform to the Caltrans Standard Specifications. B. Backfill shall conform to Section 312100, Utility Trenching and Backfill, except that ninety percent (95%) relative compaction on the top six inches (6”) of trench shall be required only where surface improvements other than plantings are made under this contract. C. Lines shall be flushed in accordance with the Caltrans Standard Specifications. D. Inlet boxes shall be constructed in accordance with the plans. E. The Contractor shall stencil all hooded storm drain inlets and catch basins with "No Dumping-Flows to Bay" stencil. The Contractor shall locate the stencil on the face of the curb adjacent to the catch basin hood. The left side is preferred. 3.3 ADJUSTING A. Frames, Grates and Covers 1. Frames, grates, and covers of all surface structures (manholes, clean outs, etc.) shall be adjusted to proposed finish grade. Grade rings shall be supplied and installed as required. 2. Frames of new or adjusted surface structures shall be supported by concrete with minimum dimensions as follows: Six inches (6”) wide by ten inches (10”) deep. B. Structures within Paved Areas 1. A structure located in an area resurfaced with asphalt concrete shall not be constructed to final grade until the adjacent pavement or surfacing has been compacted. 2. The Contractor shall be responsible for referencing structures prior to paving and locating them after paving operations are completed. 3. After asphalt concrete resurfacing is completed, the asphalt shall be cut out six inches (6”) wider than the frames of all surface structures. Each frame shall then be added to the concrete to produce a dark finished surface which matches the surrounding asphalt concrete surface. END OF SECTION All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Bioretention Subdrainage March 2024 334600 -1 SECTION 33 46 00 BIORETENTION SUBDRAINAGE PART 1 - GENERAL 1.1 SECTION INCLUDES A.Subdrains in trenches and subdrains B.Bioretention and biofiltration areas for storm water treatment 1.2 RELATED SECTIONS A.Section 312100, Utility Trenching and Backfill B.Section 334000, Storm Drainage Utilities 1.3 RELATED DOCUMENTS A.Geotechnical Report: Geotechnical Evaluation, Jollyman Park All-Inclusive Playground, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, February 18th 2022. B.AASHTO 1. M288: Standard Specification for Geotextiles Used for Subsurface Drainage Purposes C.ASTM 1. C1173: Standard Specification for Flexible Transition Couplings for Underground Piping Systems 2. D448: Standard Classification for Sizes of Aggregate for Road and Bridge Construction 3. D1621: Standard Test Method for Compressive Properties of Rigid Cellular Plastics 4. D1785: Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 5. D2321: Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications 6. D2564: Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping Systems 7. D2729: Standard Specification for Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings 8. D3034: Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings 9. D4716: Standard Test Method for Determining the (In-Plane) Flow Rate per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head 10. F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe 11. F656: Standard Specification for Primers for Use in Solvent Cement Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings 12. F1336: Standard Specification for Poly(Vinyl Chloride) (PVC) Gasket Sewer Fittings All-Inclusive Playground at Jollyman Park City of Cupertino Bioretention Subdrainage Bid Set 334600-2 January 2024 D.Caltrans Standard Specifications, 2022 1. Section 68-Subsurface Drains 2. Section 96-Geosynthetics 3. Section 62-Stormwater Treatment 4. Section 64-Plastic Pipe 1.4 DEFINITIONS A.AASHTO: American Association of State Highway and Transportation Officials B.ASTM: American Society for Testing and Materials C.PVC: Polyvinyl Chloride 1.5 SUBMITTALS A.Follow submittal procedure in accordance with Section 011000, Supplemental General Requirements. B.Product data for the following: 1. Perforated pipe and fittings 2. Solid pipe and fittings 3. Prefabricated composite drainage panels 4. Geotextile fabrics 5. Cleanout plugs or caps 6. Precast clean out boxes and box covers 7. Drainage bubblers 8. Biofiltration soil material C.Samples: 1. Drainage Fill 1.6 DELIVERY, STORAGE AND HANDLING A.Do not store plastic structures, pipe, and fittings in direct sunlight. B.Protect pipe, pipe-fittings, and seals from dirt and damage. C.Protect permeable material from contamination by other materials. PART 2 - PRODUCTS 2.1 PERFORATED WALL AND SOLID WALL PIPE A.PVC pipe and Fittings Smaller than 4-inch: 1. Pipe: ASTM D1785, Schedule 40. Solvent cement joints 2. Solvent Cement: ASTM D2564. Include primer according to ASTM F656. 3. Perforation Size, Location, and Spacing: ASTM D2729 B.PVC Pipe and Fittings 4-inch through 15-inch: All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Bioretention Subdrainage March 2024 334600 -3 1. Pipe: ASTMD3034, SDR 26. Bell and spigot joints 2. Perforation Size, Location, and Spacing: ASTM D2729 3. Fittings: ASTM F1336 4. Joint Gasket: Elastomeric seal, ASTM F477 2.2 SPECIAL PIPE COUPLINGS A.Description: ASTM C1173. Rubber or elastomeric sleeve and stainless steel band assembly fabricated to match outside diameters of pipes to be joined. 2.3 CLEANOUTS A.Piping: Same as subdrain pipe without perforations. B.Top Plug or Cap: Same material as piping if possible. Plug or cap to be secure but removable, threaded or non-threaded. 1. Size box to provide access and allow easy removal and reinstallation of plug or cap. 2. Types: a.Non-Traffic Areas: Portland cement concrete box and box cover, light duty. b.Traffic Areas: Portland cement concrete box and box cover or steel or cast iron cover, heavy duty, both box and cover to be rated for AASHTO H20 loading. C.Cover Markings: “STORM DRAIN” unless otherwise specified. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Project include, but are not limited to, the following: a.Associated Concrete Products, Inc., b.Brooks Products Inc., c.Christy Concrete Products, Inc., or approved equal 2.4 BIORETENTION OR BIOFILTRATION TREATMENT SOIL A.Soil specification shall meet requirements of local agency having authority or sustainability requirements for projects achieving environmental goals. 1. For projects located within the jurisdiction of the Municipal Regional Stormwater Permit (MRP), treatment soil shall conform to requirements in Appendix L of the MRP. Contractor shall provide submittal information verifying conformance to MRP standard. 2.5 DRAINAGE FILL MATERIAL A.Permeable Material: Conform to Section 68-2.02F(3) of Caltrans Standard Specifications, Class 2. B.Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, coarse aggregate, Sieve No. 57, with 100 percent passing 1-1/2- inch sieve and not more than 5 percent passing No. 8 sieve All-Inclusive Playground at Jollyman Park City of Cupertino Bioretention Subdrainage Bid Set 334600-4 January 2024 2.6 GEOSYNTHETICS A.When required, use filter fabric for encasing permeable material around subdrains. 1. Caltrans Filter Fabric: Section 96-1.02B of Caltrans Standard Specifications, 2. Mirafi 140N (by Tencate Geosynthetics/Mirafi Inc.), or approved equal. PART 3 - EXECUTION 3.1 EXAMINATION A.Examine surfaces and areas for suitable conditions where subdrainage systems are to be installed. B.Install only after unsatisfactory conditions have been corrected. 3.2 PIPING APPLICATIONS A.Refer to Plans for location, size, and material designation for individual subdrains. 3.3 INSTALLATION of perforated portions of subdrains A.Excavation: Section 6 of ASTM D2321 and as indicated. B.Subdrain Bedding: Place supporting layer of drainage fill over compacted subgrade to compacted depth indicated. If drainage fill requires encasement in filter fabric, lay filter fabric in trench and overlap trench sides before installing drainage fill. C.Piping Installation: Install pipe in accordance with Section 7 of ASTM D2321. Install piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Excavate recesses for bottoms of bell ends of pipe. Lay pipe with bells facing upslope and with spigot end centered fully into adjacent bell. Bed piping with full pipe bearing in drainage fill material. Lay perforated pipe with perforations down. Install gaskets, seals, sleeves, and couplings in accordance with manufacturers written instructions. Use increasers, reducers, and couplings made for different sizes of materials of pipes and fittings being connected. Reduction of pipe size in direction of flow is prohibited. D.Initial Subdrain Backfill: After installing drainage piping, add drainage fill up to top of pipe to perform tests. E.Testing Subdrain: After installing drainage fill to top of pipe, test drain piping with water to ensure free flow before backfilling with drainage fill. Remove obstructions, replace damaged components, and repeat test until results are satisfactory. F.Subsequent Subdrain Backfill: After satisfactory testing, cover piping with drainage fill to width and height indicated. Place drainage fill in layers not exceeding 3 inches in loose depth; compact each layer placed. If filter fabric is required complete the filter fabric encasement by bringing fabric to top and closing the encasement. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Bioretention Subdrainage March 2024 334600 -5 G.Fill to Grade: Place native fill material over compacted drainage fill to thickness indicated. Place material in loose-depth layers not exceeding 6 inches. Thoroughly compact each layer. Fill to finish elevations. 3.4 INSTALLATION OF NON-PERFORATED PORTIONS OF SUBDRAINS A.Conform to Sections 312333, Utility Trenching and Backfill and 334100, Storm Drainage Utilities. 3.5 INSTALLATION OF BIORETENTION OR BIOFILTRATION TREATMENT AREAS A.The Contractor shall excavate treatment areas to the elevations and dimensions specified on the plans. Level surface of area of top of treatment soil shown on the plans shall govern actual length and width dimensions if shown on the plans. In- situ soils shall not be further compacted. B.After initial site grading, the Contractor shall provide temporary protection from curb cuts and other potential inflow entrances so that runoff drainage does not enter the rain gardens during construction and installation. 1. Treatment areas may be used as sediment settling facilities during mass excavation and commensurate construction activities. C.Excavated soils shall be placed with stockpiled fill and properly disposed and stabilized by the Contractor. D.Subdrain installation: 1. Subdrain shall be installed as indicated on the plans at an elevation within the drain rock layer shown on the construction details and connected to the overflow or outfall structure at the invert elevation shown on the plans. 2. For connections of the perforated drain pipes to storm drainage structures, appropriately sized holes shall be cut in the structures at the correct invert elevation specified by the Project Designer or authorized representative. The connections shall be sealed sediment-tight and secured in place with mortar or other approved joint sealant compatible with subdrain pipe materials. 3. Drain rock layer shall be approved Class II Permeable Material. Crushed rock or aggregate base cannot be used within the treatment area, in, around or under the drain rock layer. 4. Care shall be exercised to prevent natural or fill soils from intermixing with the drain rock surrounding the underdrain. All contaminated drain rock shall be removed and replaced with uncontaminated Class II permeable material. 5. Attach subdrain piping to overflow structure. 6. Install cleanouts at the ends of the subdrains. Install screw-on end caps set flush with the finished top of treatment soil. E.Overflow drain structure: 1. Install overflow structure at the elevation and location specified on the plans. Attach subdrain piping to overflow structure. Attach solid pipe from overflow structure outfall storm drain system at elevation and slope indicated on the plans. 2. Rim elevation of overflow structure must be set above the elevation of the top of treatment soil by the amount indicated on the plans, typically 6 All-Inclusive Playground at Jollyman Park City of Cupertino Bioretention Subdrainage Bid Set 334600-6 January 2024 inches. Contractor shall verify that the rim elevation of the overflow structure is also a minimum of 2 inches below the lowest elevation of the treatment area perimeter so that storm flows will reach the overflow rim before the top of the treatment area perimeter. 3. The overflow structure shall have an open bottom filled with drain rock if indicated on the plans. This should be installed where the overflow structure has a sump condition (subdrains lower than the outfall invert elevation). The overflow structure shall be installed such that the bottom of the structure is set a minimum of 6-inches below the undisturbed bottom of the treatment area. Drain rock in the overflow sump shall be installed up to the invert of the lowest pipe connected to the structure. F.Filter media soil backfill 1. Filter soil of the approved specification shall be installed to the elevation indicated on the plans. Care should be taken to ensure that the soil is not compacted and that no equipment is driven on the backfill. Walking on the backfill should be limited to what is absolutely necessary. G.Planting soil, plantings, and mulch shall be installed per the plans. Non-floating bark / mulch shall be used, if indicated, to prevent removal of material and clogging of the overflow. H.Testing of the treatment area should be conducted once the filter media is installed and all storm drain piping is connected. The area should allow an infiltration rate well above 5 inches/ hour to ensure that the treatment area will continue to function at 5 inches/ hour over the lifetime of the treatment area. 3.6 Prefabricated Composite Drainage Panels A.Coordinate placement with other drainage materials. B.Install prefabricated drainage panels in accordance with manufacturer’s instructions. C.Place perforated drainage pipe at base of footing and attach to composite drainage panels in accordance with the manufacturer’s instructions. 3.7 JOINING PIPE A.Join PVC pipe and fittings with elastomeric seals according to ASTM D2321 or solvent cement. B.Special pipe couplings: Join piping made of different materials and dimensions with special couplings made for this application. Use couplings that are compatible with and that fit both pipe materials and dimensions. 3.8 CLEANOUT INSTALLATION A.Cleanout piping to be the same size as the subdrain piping to which it is attached. All-Inclusive Playground at Jollyman Park City of Cupertino Bid Set Bioretention Subdrainage March 2024 334600 -7 B.Install cleanouts from subdrainage piping to grade. Locate cleanouts at beginning of piping run, at changes in direction, and other locations indicated. C.Do not allow cleanout box to bear on cleanout riser. 3.9 CLEANING A.Clear interior of installed piping and structures of dirt and other superfluous material as work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. Place plugs in ends of uncompleted pipe at end of each day or when work stops. END OF SECTION May 17, 2024 QLM, Inc. Attn: Darrell Qualls 94 Umbarger Road San Jose, CA 95111 Re: Notice of Potential Award, All-Inclusive Playground At Jollyman Park project I am pleased to inform you of the intent to recommend that the City Council or its authorized designee award the Contract for the All-Inclusive Playground At Jollyman Park project (“Project”) to QLM, Inc. (“Contractor”) for the Contract Price of $3,863,430.00, based on Contractor’s Bid Proposal submitted on April 25, 2024. A draft copy of the Contract accompanies this Notice. Contractor must return the required Payment Bond and Performance Bond, insurance certificates and endorsements, W-9 form, valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, as required under the California Air Resources Board’s In-Use Off- Road Diesel-Fueled Fleets Regulation (13 CCR § 2449 et seq.), if applicable, no later than ten calendar days from the date of this Notice of Potential Award, above. Upon review and approval of bond and insurance documents, the Contract will be routed for electronic signature via email. The Contract must be signed by the Contractor within three working days after the Contract is provided electronically for signature. Failure to execute and return the enclosed Contract and required bonds and insurance documentation, and valid Certificates of Reported Compliance within the specified time could result in forfeiture of Contractor’s bid security. This Notice of Potential Award does not bind the City to award the Contract. The City, acting through its City Council or authorized designee, reserves the right to reject any or all bids, and the right to decline to award the Contract, notwithstanding any staff recommendation. Unless expressly authorized or required to engage in any pre-construction activities, such as preparing submittals, Contractor must not commence Work until directed by the Notice to Proceed and will not be entitled to compensation or credit for any Work performed before the date specified in the Notice to Proceed. Please acknowledge receipt of this Notice of Potential Award by signing the attached Acknowledgement of Notice of Potential Award, as indicated, and transmitting the Acknowledgement to my office via email at susanm@cupertino.gov. Do not hesitate to contact me if you have any questions in this regard. Sincerely, Susan Michael CIP Manager, City of Cupertino Enclosure 05/20/2024 Acrisure 4010 Moorpark Ave Suite 117 San Jose CA 95117 Lisa Koo (408) 739-8300 (866) 826-6781 lkoo@acrisure.com QLM, INC. DBA: QLM Asphalt Paving Sealing 94 Umbarger Road San Jose CA 95111 Continental Insurance Company 35289 Continental Casualty Co 20443 Insurance Company of the West 27847 Westchester Surplus Lines Insurance Co 10172 CL2312719528 A Y Y 7014878030 09/29/2023 09/29/2024 1,000,000 100,000 15,000 1,000,000 2,000,000 2,000,000 B Y Y 7014878044 09/29/2023 09/29/2024 1,000,000 A 10,000 Y Y 7014878058 09/29/2023 09/29/2024 5,000,000 5,000,000 C Y Y WPL5028486 09 12/31/2023 12/31/2024 1,000,000 1,000,000 1,000,000 D Contractors Pollution Liability G46833077 007 09/29/2023 09/29/2024 Each Pollution Condition $5,000,000 Aggregate $5,000,000 Deductible $2,500 RE: All-Inclusive Playground at Jollyman Park CIP Project #2019-15 If required by a written agreement or a written contract, per forms CNA75079XX (10-16), CNA74705XX (1-15), CNA63359XX (04-2012), The City of Cupertino, including its Council, officials, officers, employees, agents, volunteers and consultants are Additional insureds on General Liability and Auto Liability. General Liability and Auto Liability is Primary and Non-Contributory, when required by a written agreement or a written contract, per forms CNA75079XX (10-16) and CNA63359XX (04-2012). When City of Cupertino Public Works 10300 Torre Avenue Cupertino CA 95014 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY QLM, INC. 00005040 Acrisure of California, LLC., dba 25 Certificate of Liability Insurance required by a written contract or Agreement, Waiver of Subrogation applies to General Liability, Auto Liability and Workers' Compensation, per forms CNA75008XX (10-16), CA 04 44 10 13, and WC 99 06 34 (Ed. 8-00), attached. Excess Follows Form. ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: CNA PARAMOUNT Blanket Additional Insured -Owners,Lessees or Contractors -with Products-Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I.WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part,but only with respect to liability for bodily injury,property damage or personal and advertising injury caused in whole or in part by your acts or omissions,or the acts or omissions of those acting on your behalf: A.in the performance of your ongoing operations subject to such written contract;or B.in the performance of your work subject to such written contract,but only with respect to bodily injury or property damage included in the products-completed operations hazard,and only if: 1.the written contract requires you to provide the additional insured such coverage;and 2.this coverage part provides such coverage. II.But if the written contract requires: A.additional insured coverage under the 11-85 edition,10-93 edition,or 10-01 edition of CG2010,or under the 10- 01 edition of CG2037;or B.additional insured coverage with "arising out of"language;or C.additional insured coverage to the greatest extent permissible by law; then paragraph I.above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part,but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of your work that is subject to such written contract. III.Subject always to the terms and conditions of this policy,including the limits of insurance,the Insurer will not provide such additional insured with: A.coverage broader than required by the written contract;or B.a higher limit of insurance than required by the written contract. IV.The insurance granted by this endorsement to the additional insured does not apply to bodily injury,property damage,or personal and advertising injury arising out of: A.the rendering of,or the failure to render,any professional architectural,engineering,or surveying services, including: 1.the preparing,approving,or failing to prepare or approve maps,shop drawings,opinions,reports,surveys, field orders,change orders or drawings and specifications;and 2.supervisory,inspection,architectural or engineering activities;or B.any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. V.Under COMMERCIAL GENERAL LIABILITY CONDITIONS,the Condition entitled Other Insurance is amended to add the following,which supersedes any provision to the contrary in this Condition or elsewhere in this coverage part: 7014878030CNA75079XX(10-16)Policy No: 4Page1 of 2 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 6 CNA PARAMOUNT Blanket Additional Insured -Owners,Lessees or Contractors -with Products-Completed Operations Coverage Endorsement Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured,this insurance is primary to and will not seek contribution from such other insurance,provided that a written contract requires the insurance provided by this policy to be: 1.primary and non-contributing with other insurance available to the additional insured;or 2.primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above,this insurance will be excess of all other insurance available to the additional insured. VI.Solely with respect to the insurance granted by this endorsement,the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence,Offense,Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1.give the Insurer written notice of any claim,or any occurrence or offense which may result in a claim; 2.send the Insurer copies of all legal papers received,and otherwise cooperate with the Insurer in the investigation, defense,or settlement of the claim;and 3.make available any other insurance,and tender the defense and indemnity of any claim to any other insurer or self-insurer,whose policy or program applies to a loss that the Insurer covers under this coverage part.However, if the written contract requires this insurance to be primary and non-contributory,this paragraph 3.does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VII.Solely with respect to the insurance granted by this endorsement,the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this coverage part,provided the contract or agreement: A.is currently in effect or becomes effective during the term of this policy;and B.was executed prior to: 1.the bodily injury or property damage;or 2.the offense that caused the personal and advertising injury; for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers,takes effect on the effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below,and expires concurrently with said Policy. 7014878030CNA75079XX(10-16)Policy No: 4Page2 of 2 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT General Aggregate Limit -Per Project Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I.For each single construction or service project away from premises the Named Insured owns or rents,a separate Project General Aggregate Limit,equal to the amount of the General Aggregate Limit shown in the Declarations,is the most the Insurer will pay for the sum of: A.all damages under Coverage A,except damages because of bodily injury or property damage included in the products-completed operations hazard;and B.all medical expenses under Coverage C; that arise from occurrences or accidents which can be attributed solely to ongoing operations at that project.Such payments shall not reduce the General Aggregate Limit shown in the Declarations,nor the Project General Aggregate Limit applicable to any other project. II.All: A.damages under Coverage B,regardless of the number of locations or projects involved; B.damages under Coverage A,caused by occurrences which cannot be attributed solely to ongoing operations at a single project,except damages because of bodily injury or property damage included in the products- completed operations hazard;and C.medical expenses under Coverage C,caused by accidents which cannot be attributed solely to ongoing operations at a single project, will reduce the General Aggregate Limit shown in the Declarations. III.The limits shown in the Declarations for Each Occurrence,for Damage To Premises Rented To You and for Medical Expense continue to apply,but will be subject to either the Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations,depending on whether the occurrence can be attributed solely to ongoing operations at a particular project. IV.When coverage for liability arising out of the products-completed operations hazard is provided,any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations,regardless of the number of projects involved. V.If a single construction or service project away from premises owned by or rented to the Named Insured has been abandoned and then restarted,or if the authorized contracting parties deviate from plans,blueprints,designs, specifications or timetables,such project will still be deemed to be the same project. VI.The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers,takes effect on the effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below,and expires concurrently with said Policy. 7014878030CNA75061XX(1-15)Policy No: 3Page1 of 1 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 5 CNA PARAMOUNT Waiver of Transfer of Rights of Recovery Against Others to the Insurer Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: ANY PERSON OR ORGANIZATION WHOM THE NAMED INSURED HAS AGREED IN WRITING IN A CONTRACT OR AGREEMENT TO WAIVE SUCH RIGHTS OF RECOVERY, BUT ONLY IF SUCH CONTRACT OR AGREEMENT: 1. IS IN EFFECT OR BECOMES EFFECTIVE DURING THE TERM OF THIS COVERAGE PART; AND 2. WAS EXECUTED PRIOR TO THE BODILY INJURY, PROPERTY DAMAGE OR PERSONAL AND ADVERTISING INJURY GIVING RISE TO THE CLAIM. (Information required to complete this Schedule,if not shown above,will be shown in the Declarations.) Under COMMERCIAL GENERAL LIABILITY CONDITIONS,it is understood and agreed that the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended by the addition of the following: With respect to the person or organization shown in the Schedule above,the Insurer waives any right of recovery the Insurer may have against such person or organization because of payments the Insurer makes for injury or damage arising out of the Named Insured’s ongoing operations or your work included in the products-completed operations hazard. All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers,takes effect on the effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below, and expires concurrently with said Policy. 7014878030CNA75008XX(10-16)Policy No: 8Page1 of 1 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 1 1 CNA PARAMOUNT Contractors'General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows.If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision,and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1.Additional Insureds 2.Additional Insured -Primary And Non-Contributory To Additional Insured's Insurance 3.Bodily Injury –Expanded Definition 4.Broad Knowledge of Occurrence/Notice of Occurrence 5.Broad Named Insured 6.Broadened Liability Coverage For Damage To Your Product And Your Work 7.Contractual Liability -Railroads 8.Electronic Data Liability 9.Estates,Legal Representatives and Spouses 10.Expected Or Intended Injury –Exception for Reasonable Force 11.General Aggregate Limits of Insurance –Per Project 12.In Rem Actions 13.Incidental Health Care Malpractice Coverage 14.Joint Ventures/Partnership/Limited Liability Companies 15.Legal Liability –Damage To Premises /Alienated Premises /Property In The Named Insured's Care, Custody or Control 16.Liquor Liability 17.Medical Payments 18.Non-owned Aircraft Coverage 19.Non-owned Watercraft 20.Personal And Advertising Injury –Discrimination or Humiliation 21.Personal And Advertising Injury -Contractual Liability 22.Property Damage -Elevators 23.Supplementary Payments 24.Unintentional Failure To Disclose Hazards 25.Waiver of Subrogation –Blanket 26.Wrap-Up Extension:OCIP CCIP,or Consolidated (Wrap-Up)Insurance Programs 7014878030CNA74705XX(1-15)Policy No: 2Page1 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 1 9 6 CNA PARAMOUNT Contractors'General Liability Extension Endorsement 1.ADDITIONAL INSUREDS a.WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A.through H.below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement,provided such contract or agreement: (1)is currently in effect or becomes effective during the term of this Coverage Part;and (2)was executed prior to: (a)the bodily injury or property damage;or (b)the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b.However,subject always to the terms and conditions of this policy,including the limits of insurance,the Insurer will not provide such additional insured with: (1)a higher limit of insurance than required by such contract or agreement;or (2)coverage broader than required by such contract or agreement,and in no event broader than that described by the applicable paragraph A.through H.below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A.Controlling Interest Any person or organization with a controlling interest in a Named Insured,but only with respect to such person or organization's liability for bodily injury,property damage or personal and advertising injury arising out of: 1.such person or organization's financial control of a Named Insured;or 2.premises such person or organization owns,maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. B.Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and covered under this insurance but only with respect to such co-owner's liability for bodily injury,property damage or personal and advertising injury as co-owner of such premises. C.Lessor of Equipment Any person or organization from whom a Named Insured leases equipment,but only with respect to liability for bodily injury,property damage or personal and advertising injury caused,in whole or in part,by the Named Insured's maintenance,operation or use of such equipment,provided that the occurrence giving rise to such bodily injury,property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D.Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of the ownership,maintenance or use of such land,provided that the occurrence giving rise to such bodily injury,property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease.The 7014878030CNA74705XX(1-15)Policy No: 2Page2 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. E.Lessor of Premises An owner or lessor of premises leased to the Named Insured,or such owner or lessor's real estate manager,but only with respect to liability for bodily injury,property damage or personal and advertising injury arising out of the ownership,maintenance or use of such part of the premises leased to the Named Insured,and provided that the occurrence giving rise to such bodily injury or property damage,or the offense giving rise to such personal and advertising injury,takes place prior to the termination of such lease.The coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. F. Mortgagee,Assignee or Receiver A mortgagee,assignee or receiver of premises but only with respect to such mortgagee,assignee or receiver's liability for bodily injury,property damage or personal and advertising injury arising out of the Named Insured's ownership,maintenance,or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations,new construction or demolition operations performed by,on behalf of,or for such additional insured. G.State or Governmental Agency or Subdivision or Political Subdivisions –Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury,property damage or personal and advertising injury arising out of: 1.the following hazards in connection with premises a Named Insured owns,rents,or controls and to which this insurance applies: a.the existence,maintenance,repair,construction,erection,or removal of advertising signs,awnings, canopies,cellar entrances,coal holes,driveways,manholes,marquees,hoistaway openings,sidewalk vaults,street banners,or decorations and similar exposures;or b.the construction,erection,or removal of elevators;or c.the ownership,maintenance or use of any elevators covered by this insurance;or 2.the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a.Bodily injury,property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision;or b.Bodily injury or property damage included within the products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement,the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H.Trade Show Event Lessor 1.With respect to a Named Insured's participation in a trade show event as an exhibitor,presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured,but only with respect to such person or organization's liability for bodily injury,property damage or personal and advertising injury caused by: 7014878030CNA74705XX(1-15)Policy No: 2Page3 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 1 9 7 CNA PARAMOUNT Contractors'General Liability Extension Endorsement a.the Named Insured's acts or omissions;or b.the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2.The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2.ADDITIONAL INSURED -PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance,then this insurance is primary,and the Insurer will not seek contribution from that other insurance.For the purpose of this Provision 2.,the additional insured's own insurance means insurance on which the additional insured is a named insured.Otherwise,and notwithstanding anything to the contrary elsewhere in this Condition,the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3.BODILY INJURY –EXPANDED DEFINITION Under DEFINITIONS,the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury,sickness or disease sustained by a person,including death,humiliation,shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury,sickness or disease. 4.BROAD KNOWLEDGE OF OCCURRENCE/NOTICE OF OCCURRENCE Under CONDITIONS,the condition entitled Duties in The Event of Occurrence,Offense,Claim or Suit is amended to add the following provisions: A.BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence,offense or claim is known to a natural person Named Insured,to a partner,executive officer,manager or member of a Named Insured,or an employee designated by any of the above to give such notice. B.NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence,offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part.However, the Named Insured shall give written notice of such occurrence,offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence,offense or claim. 5.BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3.in its entirety and replace it with the following: 3.Pursuant to the limitations described in Paragraph 4.below,any organization in which a Named Insured has management control: a.on the effective date of this Coverage Part;or 7014878030CNA74705XX(1-15)Policy No: 2Page4 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement b.by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured,provided that there is no other similar liability insurance,whether primary, contributory,excess,contingent or otherwise,which provides coverage to such organization,or which would have provided coverage but for the exhaustion of its limit,and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a)any partnership,limited liability company or joint venture;or (b)any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision,management control means: A.owning interests representing more than 50%of the voting,appointment or designation power for the selection of a majority of the Board of Directors of a corporation;or B.having the right,pursuant to a written trust agreement,to protect,control the use of,encumber or transfer or sell property held by a trust. 4.With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3.above,this insurance does not apply to: a.bodily injury or property damage that first occurred prior to the date of management control,or that first occurs after management control ceases;nor b.personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5.The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business-as names (dba)as any Named Insured should choose to employ. 6.BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete exclusions k.and I.and replace them with the following: This insurance does not apply to: k.Damage to Your Product Property damage to your product arising out of it,or any part of it except when caused by or resulting from: (1)fire; (2)smoke; (3)collapse;or (4)explosion. I.Damage to Your Work Property damage to your work arising out of it,or any part of it and included in the products-completed operations hazard. This exclusion does not apply: (1)If the damaged work,or the work out of which the damage arises,was performed on the Named Insured's behalf by a subcontractor;or 7014878030CNA74705XX(1-15)Policy No: 2Page5 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 1 9 8 CNA PARAMOUNT Contractors'General Liability Extension Endorsement (2)If the cause of loss to the damaged work arises as a result of: (a)fire; (b)smoke; (c)collapse;or (d)explosion. B.The following paragraph is added to LIMITS OF INSURANCE: Subject to 5.above,$100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke,collapse or explosion and is included within the product-completed operations hazard.This sublimit does not apply to property damage to your work if the damaged work,or the work out of which the damage arises,was performed on the Named Insured's behalf by a subcontractor. C.This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7.CONTRACTUAL LIABILITY –RAILROADS With respect to operations performed within 50 feet of railroad property,the definition of insured contract is replaced by the following: Insured Contract means: a.A contract for a lease of premises.However,that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b.A sidetrack agreement; c.Any easement or license agreement; d.An obligation,as required by ordinance,to indemnify a municipality,except in connection with work for a municipality; e.An elevator maintenance agreement; f.That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality)under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization.Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f.does not include that part of any contract or agreement: (1)That indemnifies an architect,engineer or surveyor for injury or damage arising out of: (a)Preparing,approving or failing to prepare or approve maps,shop drawings,opinions,reports,surveys, field orders,change orders or drawings and specifications;or (b)Giving directions or instructions,or failing to give them,if that is the primary cause of the injury or damage; (2)Under which the Insured,if an architect,engineer or surveyor,assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services,including those listed in (1) above and supervisory,inspection,architectural or engineering activities. 8.ELECTRONIC DATA LIABILITY 7014878030CNA74705XX(1-15)Policy No: 2Page6 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete exclusion p.Electronic Data and replace it with the following: This insurance does not apply to: p.Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1)any access to or disclosure of any person's or organization's confidential or personal information, including patents,trade secrets,processing methods,customer lists,financial information,credit card information,health information or any other type of nonpublic information;or (2)the loss of, loss of use of,damage to,corruption of,inability to access,or inability to manipulate electronic data that does not result from physical injury to tangible property. However,unless Paragraph (1)above applies,this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs,credit monitoring expenses, forensic expenses,public relation expenses or any other loss,cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1)or (2)above. B.The following paragraph is added to LIMITS OF INSURANCE: Subject to 5.above,$100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C.The following definition is added to DEFINITIONS: Electronic data means information,facts or programs stored as or on,created or used on,or transmitted to or from computer software (including systems and applications software),hard or floppy disks,CD-ROMS,tapes, drives,cells,data processing devices or any other media which are used with electronically controlled equipment. D.For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision,the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a.Physical injury to tangible property,including all resulting loss of use of that property.All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b.Loss of use of tangible property that is not physically injured.All such loss of use shall be deemed to occur at the time of the occurrence that caused it;or c.Loss of, loss of use of,damage to,corruption of,inability to access,or inability to properly manipulate electronic data,resulting from physical injury to tangible property.All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance,electronic data is not tangible property. E.If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy,then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of,and not in addition to,that higher limit. 9.ESTATES,LEGAL REPRESENTATIVES,AND SPOUSES The estates,heirs,legal representatives and spouses of any natural person Insured shall also be insured under this policy;provided,however,coverage is afforded to such estates,heirs,legal representatives,and spouses only for 7014878030CNA74705XX(1-15)Policy No: 2Page7 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 1 9 9 CNA PARAMOUNT Contractors'General Liability Extension Endorsement claims arising solely out of their capacity or status as such and,in the case of a spouse,where such claim seeks damages from marital community property,jointly held property or property transferred from such natural person Insured to such spouse.No coverage is provided for any act,error or omission of an estate,heir,legal representative,or spouse outside the scope of such person's capacity or status as such,provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses'acts,errors or omissions in the conduct of the Named Insured's business. 10.EXPECTED OR INTENDED INJURY –EXCEPTION FOR REASONABLE FORCE Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured.This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11.GENERAL AGGREGATE LIMITS OF INSURANCE -PER PROJECT A.For each construction project away from premises the Named Insured owns or rents,a separate Construction Project General Aggregate Limit,equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1.All damages under Coverage A,except damages because of bodily injury or property damage included in the products-completed operations hazard;and 2.All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project.Such payments shall not reduce the General Aggregate Limit shown in the Declarations,nor the Construction Project General Aggregate Limit of any other construction project. B.All: 1.Damages under Coverage B,regardless of the number of locations or construction projects involved; 2.Damages under Coverage A,caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project,except damages because of bodily injury or property damage included in the products-completed operations hazard;and 3.Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C.The limits shown in the Declarations for Each Occurrence,for Damage To Premises Rented To You and for Medical Expense continue to apply,but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations,depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D.When coverage for liability arising out of the products-completed operations hazard is provided,any payments for damages because of bodily injury or property damage included in the products-completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations,regardless of the number of projects involved. 7014878030CNA74705XX(1-15)Policy No: 2Page8 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement E.If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted,or if the authorized contracting parties deviate from plans,blueprints,designs,specifications or timetables,the project will still be deemed to be the same construction project. F.The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12.IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured,or chartered by or for the Named Insured,will be treated in the same manner as though the action were in personam against the Named Insured. 13.INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1)and 1.b.(2)with the following: b.This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose,and only if: (1)such bodily injury is caused by an occurrence that takes place in the coverage territory. (2)the bodily injury first occurs during the policy period.All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act,error,or omission that is part of the occurrence; and B.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to: i.add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii.delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement,including but not limited to express warranties or guarantees. iii.add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination,humiliation or harassment,including but not limited to claims based on an individual's race,creed,color,age,gender,national origin,religion,disability,marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest,criminal or malicious act,error or omission. Medicare/Medicaid Fraud 7014878030CNA74705XX(1-15)Policy No: 2Page9 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 0 CNA PARAMOUNT Contractors'General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare,Medicaid,Tricare or any similar federal,state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C.DEFINITIONS is amended to: i.add the following definitions: Health care incident means an act,error or omission by the Named Insured's employees or volunteer workers in the rendering of: a.professional health care services on behalf of the Named Insured or b.Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages,medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a.Physician; b.Nurse; c.Nurse practitioner; d.Emergency medical technician; e.Paramedic; f.Dentist; g.Physical therapist; h.Psychologist; i.Speech therapist; j.Other allied health professional;or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii.delete the definition of occurrence and replace it with the following: Occurrence means a health care incident.All acts,errors or omissions that are logically connected by any common fact,circumstance,situation,transaction,event,advice or decision will be considered to constitute a single occurrence; iii.amend the definition of Insured to: a.add the following: the Named Insured's employees are Insureds with respect to: (1)bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business;and 7014878030CNA74705XX(1-15)Policy No: 2Page10 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement (2)bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1)bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business;and (2)bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b.delete Subparagraphs (a),(b),(c)and (d)of Paragraph 2.a.(1)of WHO IS AN INSURED. D.The Other Insurance condition is amended to delete Paragraph b.(1)in its entirety and replace it with the following: Other Insurance b.Excess Insurance (1)To the extent this insurance applies,it is excess over any other insurance,self insurance or risk transfer instrument,whether primary,excess,contingent or on any other basis,except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14.JOINT VENTURES /PARTNERSHIP /LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations,except that if the Named Insured was a joint venturer,partner,or member of a limited liability company and such joint venture,partnership or limited liability company terminated prior to or during the policy period,such Named Insured is an Insured with respect to its interest in such joint venture,partnership or limited liability company but only to the extent that: a.any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b.the bodily injury or property damage first occurred after such termination date; and c.there is no other valid and collectible insurance purchased specifically to insure the partnership,joint venture or limited liability company;and If the joint venture,partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program,then such insurance will always be considered valid and collectible for the purpose of paragraph c.above.But this provision will not serve to exclude bodily injury,property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up)insurance program. 15.LEGAL LIABILITY –DAMAGE TO PREMISES /ALIENATED PREMISES /PROPERTY IN THE NAMED INSURED'S CARE,CUSTODY OR CONTROL A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete exclusion j.Damage to Property in its entirety and replace it with the following: This insurance does not apply to: 7014878030CNA74705XX(1-15)Policy No: 2Page11 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 1 CNA PARAMOUNT Contractors'General Liability Extension Endorsement j.Damage to Property Property damage to: (1)Property the Named Insured owns,rents,or occupies,including any costs or expenses incurred by you, or any other person,organization or entity,for repair,replacement,enhancement,restoration or maintenance of such property for any reason,including prevention of injury to a person or damage to another's property; (2)Premises the Named Insured sells,gives away or abandons,if the property damage arises out of any part of those premises; (3)Property loaned to the Named Insured; (4)Personal property in the care,custody or control of the Insured; (5)That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations,if the property damage arises out of those operations;or (6)That particular part of any property that must be restored,repaired or replaced because your work was incorrectly performed on it. Paragraphs (1),(3)and (4)of this exclusion do not apply to property damage (other than damage by fire)to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner,nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days.A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2)of this exclusion does not apply if the premises are your work. Paragraphs (3),(4),(5)and (6)of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6)of this exclusion does not apply to property damage included in the products-completed operations hazard. Paragraphs (3)and (4)of this exclusion do not apply to property damage to: i.tools,or equipment the Named Insured borrows from others,nor ii.other personal property of others in the Named Insured's care,custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However,the coverage granted by this exception to Paragraphs (3)and (4)does not apply to: a.property at a job site awaiting or during such property's installation,fabrication,or erection; b.property that is mobile equipment leased by an Insured; c.property that is an auto,aircraft or watercraft; d.property in transit;or e.any portion of property damage for which the Insured has available other valid and collectible insurance,or would have such insurance but for exhaustion of its limits,or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others.See LIMITS OF INSURANCE as amended below. 7014878030CNA74705XX(1-15)Policy No: 2Page12 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c.through n.do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner,nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C.The following paragraph is added to LIMITS OF INSURANCE: Subject to 5.above,$25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment,and to other personal property of others in the Named Insured's care,custody or control,while being used in the Named Insured's operations away from any Named Insured's premises.The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000.The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement.If the Insurer exercises that right,the Named Insured will promptly reimburse the Insurer for any such amount. D.Paragraph 6.,Damage To Premises Rented To You Limit,of LIMITS OF INSURANCE is deleted and replaced by the following: 6.Subject to Paragraph 5.above,(the Each Occurrence Limit),the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner,including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days.The Damage To Premises Rented To You Limit is the greater of: a.$500,000;or b.The Damage To Premises Rented To You Limit shown in the Declarations. E.Paragraph 4.b.(1)(a)(ii)of the Other Insurance Condition is deleted and replaced by the following: (ii)That is property insurance for premises rented to the Named Insured,for premises temporarily occupied by the Named Insured with the permission of the owner;or for personal property of others in the Named Insured's care,custody or control; 16.LIQUOR LIABILITY Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17.MEDICAL PAYMENTS A.LIMITS OF INSURANCE is amended to delete Paragraph 7.(the Medical Expense Limit)and replace it with the following: 7.Subject to Paragraph 5.above (the Each Occurrence Limit),the Medical Expense Limit is the most the Insurer will pay under Coverage C –Medical Payments for all medical expenses because of bodily injury sustained by any one person.The Medical Expense Limit is the greater of: (1)$15,000 unless a different amount is shown here:$N,NNN,NNN,NNN;or (2)the amount shown in the Declarations for Medical Expense Limit. 7014878030CNA74705XX(1-15)Policy No: 2Page13 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 2 CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Under COVERAGES,the Insuring Agreement of Coverage C –Medical Payments is amended to replace Paragraph 1.a.(3)(b)with the following: (b)The expenses are incurred and reported to the Insurer within three years of the date of the accident;and 18.NON-OWNED AIRCRAFT Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended as follows: The exclusion entitled Aircraft,Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured,provided that: 1.the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada,designating that person as a commercial or airline transport pilot; 2.the aircraft is rented with a trained,paid crew to the Named Insured;and 3.the aircraft is not being used to carry persons or property for a charge. 19.NON-OWNED WATERCRAFT Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended to delete subparagraph (2)of the exclusion entitled Aircraft,Auto or Watercraft,and replace it with the following. This exclusion does not apply to: (2)a watercraft that is not owned by any Named Insured,provided the watercraft is: (a)less than 75 feet long;and (b)not being used to carry persons or property for a charge. 20.PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION A.Under DEFINITIONS,the definition of personal and advertising injury is amended to add the following tort: Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B.Under COVERAGES,Coverage B –Personal and Advertising Injury Liability,the paragraph entitled Exclusions is amended to: 1.delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury.This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person,but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a)the Named Insured;or (b)any executive officer,director,stockholder,partner,member or manager (if the Named Insured is a limited liability company)of the Named Insured. 2.add the following exclusions: 7014878030CNA74705XX(1-15)Policy No: 2Page14 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment,prospective employment,past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale,rental,lease or sub-lease or prospective sale,rental, lease or sub-lease of any room,dwelling or premises by or at the direction of any Insured. Notwithstanding the above,there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from Provision 1.ADDITIONAL INSURED of this endorsement;or attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY –DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21.PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY A.Under COVERAGES,Coverage B –Personal and Advertising Injury Liability,the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B.Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision,the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS –COVERAGES A AND B: 1.Paragraph 2.d.is replaced by the following: d.The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2.The first unnumbered paragraph beneath Paragraph 2.f.(2)(b)is deleted and replaced by the following: So long as the above conditions are met,attorneys fees incurred by the Insurer in the defense of that indemnitee,necessary litigation expenses incurred by the Insurer,and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs.Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C.This PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY Provision does not apply if Coverage B –Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22.PROPERTY DAMAGE –ELEVATORS A.Under COVERAGES,Coverage A –Bodily Injury and Property Damage Liability,the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3),(4)and (6)of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. 7014878030CNA74705XX(1-15)Policy No: 2Page15 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 3 CNA PARAMOUNT Contractors'General Liability Extension Endorsement B.Solely for the purpose of the coverage provided by this PROPERTY DAMAGE –ELEVATORS Provision,the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance,whether primary,excess,contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23.SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS –COVERAGES A AND B is amended as follows: A.Paragraph 1.b.is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit;and B.Paragraph 1.d.is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000.limit. 24.UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part,the Insurer will not deny coverage under this Coverage Part because of such failure. 25.WAIVER OF SUBROGATION -BLANKET Under CONDITIONS,the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1.the Named Insured's ongoing operations;or 2.your work included in the products-completed operations hazard. However,this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement,and only if such contract or agreement: 1.is in effect or becomes effective during the term of this Coverage Part;and 2.was executed prior to the bodily injury,property damage or personal and advertising injury giving rise to the claim. 26.WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS Note:The following provision does not apply to any public construction project in the state of Oklahoma,nor to any construction project in the state of Alaska,that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION –CONSTRUCTION WRAP-UP is attached to this policy,or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.)or Contractor Controlled Insurance Programs (C.C.I.P.)is attached,then the following changes apply: A.The following wording is added to the above-referenced endorsement: With respect to a consolidated (wrap-up)insurance program project in which the Named Insured is or was involved,this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1.Bodily injury,property damage,or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project,or during such operations of anyone acting on the Named Insured's behalf;nor 7014878030CNA74705XX(1-15)Policy No: 2Page16 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. CNA PARAMOUNT Contractors'General Liability Extension Endorsement 2.Bodily injury or property damage included within the products-completed operations hazard that arises out of those portions of the project that are not residential structures. B.Condition 4.Other Insurance is amended to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c)Any of the other insurance whether primary,excess,contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program,but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C.DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up)insurance program means a construction,erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project,such as an Owner Controlled Insurance Program (O.C.I.P.)or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30%or more of the square foot area is used or is intended to be used for human residency,including but not limited to: 1.single or multifamily housing,apartments,condominiums,townhouses,co-operatives or planned unit developments;and 2.the common areas and structures appurtenant to the structures in paragraph 1.(including pools,hot tubs, detached garages,guest houses or any similar structures). However,when there is no individual ownership of units,residential structure does not include military housing, college/university housing or dormitories,long term care facilities,hotels or motels.Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION:OCIP,CCIP,OR CONSOLIDATED (WRAP-UP)INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers,takes effect on the effective date of said Policy at the hour stated in said Policy,unless another effective date is shown below,and expires concurrently with said Policy. 7014878030CNA74705XX(1-15)Policy No: 2Page17 of 17 Endorsement No: The Continental Insurance Co.Effective Date: 09/29/2023 QLM, INC.Insured Name: Copyright CNA All Rights Reserved.Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 10 0 2 0 0 0 3 0 7 0 1 4 8 7 8 0 3 0 6 2 0 4 INSURED This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium $ Insurance Company Countersigned By WPL 5028486 09 12/31/2023 INSURANCE COMPANY OF THE WEST QLM, INC. INCL. WC 99 06 34 (Ed. 8-00) WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 34 (Ed. 8-00) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - BLANKET We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us). The additional premium for this endorsement shall be % of the total California Workers’ Compensation premium otherwise due. Schedule Person or Organization Job Description 2 ANY PERSON OR CALIFORNIA ORGANIZATION FOR OPERATIONS ONLY WHOM THE NAMED INSURED IS REQUIRED UNDER WRITTEN CONTRACT TO FURNISH THIS WAIVER Business Auto Policy Policy Endorsement WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: QLM, INC. Endorsement Effective Date: 09/29/2023 SCHEDULE Name(s) Of Person(s) Or Organization(s): DEAR CUSTOMER, WE HAVE RECEIVED YOUR REQUEST FOR POLICY#7014878044 . OUR RECORDS INDICATE THIS POLICY ALREADY HAS A BLANKET WAIVER OF SUBROGATION. THEREFORE, NO CHANGES ARE REQUIRED TO THE POLICY." Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. Endorsement No: 4; Page: 1 of 1 Underwriting Company: Continental Casualty Company, 151 N Franklin St, Chicago, IL 60606 Form No: CA 04 44 10 13 Endorsement Effective Date: Policy No: BUA 7014878044 Policy Effective Date: 09/29/2023 Policy Page: 61 of 242 Endorsement Expiration Date: © Copyright Insurance Services Office, Inc., 2011 Business Auto Policy Policy Endorsement CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS I. A. 1. 2. a. b. (1) (2) 3. 4. 1. 2. B. 1. 2. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM LIABILITY COVERAGE Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b.The insurance afforded by this provision A.1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. Does not apply to: Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or Any such organization that is an insured under any other liability "policy" providing auto coverage. Any person or organization that you are required by a written contract to name as an additional insured is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II – WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: Which are no longer in force; or Whose limits have been exhausted. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. Endorsement No: 13; Page: 1 of 4 Underwriting Company: Continental Casualty Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA63359XX (04-2012) Endorsement Effective Date: Policy No: BUA 7014878044 Policy Effective Date: 09/29/2023 Policy Page: 79 of 242 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Business Auto Policy Policy Endorsement C. II. A. B. a. b. C. a. D. a. b. c. d. e. (1) (2) E. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. PHYSICAL DAMAGE COVERAGE Glass Breakage – Hitting A Bird Or Animal – Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. Transportation Expenses Section III, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: $60 per day, in lieu of $20; subject to $1,800 maximum, in lieu of $600. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: $1,000 maximum, in lieu of $600. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: Any covered auto you lease, hire, rent or borrow without a driver; and Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. Such physical damage coverage for hired autos will: Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. Such coverage as is provided by this provision will be subject to a limit of $750 per accident. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. Endorsement No: 13; Page: 2 of 4 Underwriting Company: Continental Casualty Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA63359XX (04-2012) Endorsement Effective Date: Policy No: BUA 7014878044 Policy Effective Date: 09/29/2023 Policy Page: 80 of 242 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Business Auto Policy Policy Endorsement F. c. d. G. a. b. c. d. (1) (2) III. 1. a. b. (1) (2) 2. IV. A. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories A $100 per occurrence deductible applies to the coverage provided by this provision. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. The most we will pay for loss to a covered auto in any one accident is the lesser of: $5,000; or 20% of the auto's actual cash value (ACV). Drive Other Car Coverage – Executive Officers The following is added to Sections II and III: Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: An auto owned by that "executive officer" or a member of that person's household; or An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. Equal to the greatest of those coverages afforded any covered auto; and Excess over any other collectible insurance. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. BUSINESS AUTO CONDITIONS Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: Endorsement No: 13; Page: 3 of 4 Underwriting Company: Continental Casualty Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA63359XX (04-2012) Endorsement Effective Date: Policy No: BUA 7014878044 Policy Effective Date: 09/29/2023 Policy Page: 81 of 242 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Business Auto Policy Policy Endorsement (4) (6) B. C. D. E. a. V. Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. Other Insurance The following is added to Section IV, Paragraph B.5.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: 45 days of coverage in lieu of 30 days. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Endorsement No: 13; Page: 4 of 4 Underwriting Company: Continental Casualty Company, 151 N Franklin St, Chicago, IL 60606 Form No: CNA63359XX (04-2012) Endorsement Effective Date: Policy No: BUA 7014878044 Policy Effective Date: 09/29/2023 Policy Page: 82 of 242 Endorsement Expiration Date: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission.