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HomeMy WebLinkAbout2026-05-12 - AGENDA REPORTS - VALENCIA HERITAGE PARK TENNIS PICKLEBALL COURT IMPROV PROJ P1021Agenda Item• 11 CITY OF SANTA CLARITA .` AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: DATE: May 12, 2026 SUBJECT: VALENCIA HERITAGE PARK TENNIS/PICKLEBALL COURT IMPROVEMENT PROJECT P1021-PLANS, SPECIFICATIONS AND CONSTRUCTION CONTRACT DEPARTMENT: Neighborhood Services PRESENTER: Susan Nelson RECOMMENDED ACTION City Council: 1. Approve the plans and specifications for the Valencia Heritage Park Tennis/Pickleball Court Improvement Proj ect P 1021. 2. Award a construction contract to R.C. Becker, Inc., for the Valencia Heritage Tennis/Pickleball Court Improvement Project P1021 in the amount of $637,853 and authorize a contingency of $63,786, for a total contract amount not to exceed $701,639. 3. Award a professional services contract to Hirsch & Associates, Inc., to provide construction support services in the amount of $15,510 and authorize a contingency in the amount of $1,550, for a total contract amount not to exceed $17,060. 4. Authorize the transfer of project savings in the amount of $134,865 from the General Fund Capital Projects (Fund 601) in the North Oaks Sewer Replacement Project P3038, expenditure account P3038601-516101, to the Valencia Heritage Tennis/Pickleball Court Improvements Project P1021, expenditure account P1021601-516101. 5. Authorize the City Manager or designee to execute all contracts and associated documents, subject to City Attorney review. 6. Find the Valencia Heritage Park Tennis/Pickleball Court Improvement Project P1021 exempt from review under the California Environmental Quality Act (CEQA) pursuant to Title 14 of the California Code of Regulations, Article 19, Section 15301 and 15303. Page 1 Packet Pg. 110 BACKGROUND Valencia Heritage Park was constructed in 2004 and consists of three tennis courts, two multi- use sports fields, a playground, a restroom building, and a picnic gazebo. The tennis court facility hosts various programming activities for the City of Santa Clarita's (City) Recreation Division and is heavily used by the tennis community. Over the years, the demand for tennis use at this site has increased significantly. By constructing an additional tennis court, the City will expand its programming capability, meet the growing demand for additional tennis play, and provide the capacity to host sanctioned tennis tournaments, as most tournaments require four tennis courts. In addition, refurbishment of the existing courts is necessary to ensure quality and consistency between all courts. The new tennis court will be constructed adjacent to the existing tennis courts, on the northeast side, and is designed to flow seamlessly with the existing park landscape. The new tennis court amenities include lighting, fencing, windscreen, and seating areas. Additionally, the new tennis court will also include pickleball striping, maximizing the use of space. Four pickleball overlays will be added to the court, using a contrasting color for ease of play. This project will also include improvements to the existing three tennis courts, including resurfacing, striping, new netting, and replacement of the existing windscreen. Construction is anticipated to have a duration of approximately 20 weeks. Supporting the theme of Sustainable Public Infrastructure in Santa Clarita Pathway Forward, the City's five-year strategic plan, the proposed contract will provide vital repairs to the existing tennis courts at Valencia Heritage Park and will provide an additional amenity for community enjoyment. Solicitation Process - Construction Contract An invitation to bid was published and circulated on the City's e-procurement system, Bid Net, on February 24, 2026. The City transmitted the solicitation to 2,821 vendors on BidNet, of which 107 vendors downloaded the materials. A total of six bids were submitted and opened on March 24, 2026. The results are shown below. Company Estate Design and Construction R.C. Becker, Inc. All -American Construction Solutions Western States Builders E&M Constructors Inc. Angeles Contractor, Inc. Location Bid Amount Los Angeles, CA $573,240 Santa Clarita, CA $637,853 Chino, CA $655,379 Escondido, CA $724,250 San Fernando, CA $800,038 City of Industry, CA $1,239,000 Upon reviewing the bids, staff determined the response from the apparent low bidder, Estate Design and Construction, to be non -responsive for failure to provide required documentation at the time of bid submission, as specified in the solicitation. Therefore, staff recommends awarding the project to R.C. Becker, Inc., the second lowest bidder. This contractor possesses a valid contractor's license and is in good standing with the Contractor's State License Board. The Page 2 Packet Pg. 111 contractor's bid was reviewed for accuracy and conformance to the contract documents and was found to be complete. The bid proposal adheres to the project's plans and specifications and is available in the City Clerk's reading file. The requested contingency will cover the cost of unforeseen site conditions, field adjustments, additional work requested by the City or other permitting agencies, and field investigations. Solicitation Process - Desian Services & Construction SuDDort Contract The City conducted a Request for Proposal (RFP) to solicit proposals from qualified consulting firms to provide design services for the Valencia Heritage Park Tennis/Pickleball Court Improvement Project. The RFP was published and circulated via the City's e-procurement system, BidNet, on August 15, 2024. The City transmitted the solicitation to 1,733 vendors on BidNet, of which 55 vendors downloaded the RFP; however, no proposals were received. Pursuant to City of Santa Clarita Municipal Code (SCMC) Section 3.12.215, when no formal solicitation responses are received, the Purchasing Officer or designee is authorized to proceed with direct negotiations. Accordingly, staff contacted qualified consultants and solicited informal proposals for the project's design. Hirsch & Associates, Inc., (Hirsch & Associates) submitted a proposal that met the City's needs and was determined to be fair and reasonable in cost and consistent with the project budget. On November 11, 2024, the City Council awarded a design contract for the Valencia Heritage Park Tennis/Pickleball Court Improvement Project to Hirsch & Associates based on their technical expertise and design experience with similar projects. As the original design consultant, Hirsch & Associates possesses in-depth knowledge of the project and its technical requirements. Accordingly, staff determined that Hirsch & Associates represents the most efficient and cost-effective option to provide construction support services. As the project advances into the construction phase, City staff recommends awarding a professional services contract to Hirsch & Associates in the amount of $17,060, inclusive of contingency, to provide construction support, necessary design modifications, and related services during the project construction phase. Pricing for these services was requested as part of the original RFP process, and Hirsch & Associates will maintain the same pricing as originally proposed. Utilizing the original design consultant for construction support maintains continuity, promotes efficiency, and ensures appropriate technical oversight throughout project delivery. The proposal is available in the City Clerk's reading file. The City Council appropriated $695,076 for this project upon adoption of the Fiscal Year 2025- 26 budget. The requested transfer of savings in the amount of $134,865 brings the total project budget to $829,941, representing $701,639 in construction costs and $128,302 in project administrative costs. Project administrative costs include project management, materials testing, and construction support. The Valencia Heritage Park Tennis/Pickleball Court Improvements Project is exempt from review under the California Environmental Quality Act (CEQA) pursuant to Title 14 of the California Code of Regulations, Article 19, Sections 15301 and 15303. These sections exempt Page 3 Packet Pg. 112 projects involving repair, maintenance, or minor alteration of existing public facilities, involving negligible or no expansion of existing or former use, as well as the construction of limited small facilities not using significant amounts of hazardous substances and having all necessary public services available. This project meets the criteria for these exemptions because the Valencia Heritage Park Tennis/Pickleball Court Improvement Project will be performing repairs and maintenance to existing tennis court facilities, as well as constructing one new tennis court facility which will not be using significant amounts of hazardous substances and will have necessary public services available. ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT Upon approval of the recommended actions, $134,865 project savings from the North Oaks Sewer Replacement Project (P3038601-516101), will be transferred to the Valencia Heritage Tennis/Pickleball Court Improvements Project (P1021601-516101). The total project budget in the amount of $826,941 will adequately fund the construction and project administration. ATTACHMENTS P1021 Location Map IFB PPOS-25-26-P1021 (available in the City Clerk's Reading File) RC Becker (available in the City Clerk's Reading File) Page 4 Packet Pg. 113 N p - 11.a City Of SANTA CLARITA A Location Map for Feet Valencia Heritage Park 0 150 300 0 a. Tennis Court Improvements P1021 Street centerlines developed & maintained. a� Legend by City of Santa Clarita GIS# D g i� 0 P1021 The City of Santa Clarita does not warrant the accuracy of the data and assumes no J liability for any errors or omissions. * J a - r Valencia Heritage Park }. Q Map prepared by: City of Santa Clarita c , m 0 Existing Parcel Boundary GIs Division a.� _ '�0 w Q:\PROJECTS\NS\260406a2\77217\Valencia Heritage Park Tennis Court.aprx U EL � a LU r ' t v a : QLU r fY� I 6 > r � • i �i! , rya F- j - r �{ It .. f r E CL e _ � `'!r'g�"-'e- E rod O q +�' N 8 S NAV —RTRO LCRU V `¢ TtFtl i'� s y}SiL NhO ww J N N : x a # ( WON RDA < i a 9/ o Onl e - Packet Pg. 114 OPPOP5 F�0' sANT,q Cx U 9 +r 0 GGyQ�b lg [1EC�ET�B��,b� Valencia Heritage Tennis Court Improvements Bid # PPOS-25-26-P1021 TABLE OF CONTENTS Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California SECTION A NOTICE INVITING BIDS DOCUMENT CHECKLIST SECTION B BID INSTRUCTIONS BID CLAUSES SECTION C PROPOSAL FORM NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS ALTERNATE BID SCHEDULE BIDDER'S INFORMATION AND CERTIFICATION BIDDER'S QUESTIONNAIRE CERTIFICATION OF NON -SEGREGATED FACILITIES DESIGNATION OF SUBCONTRACTORS REFERENCES PROPOSAL GUARANTEE BOND/BIDDER'S BOND NON -COLLUSION AFFIDAVIT SECTION D SUBCONTRACTOR CLAUSES SECTION E CAPITAL IMPROVEMENT PROJECT AGREEMENT LABOR AND MATERIAL BOND FAITHFUL PERFORMANCE BOND FRINGE BENEFIT STATEMENT SECTION F SCOPE OF WORK EXHIBIT A PLANS EXHIBIT B TECHNICAL SPECIFICATIONS EXHIBIT C C&DMMP FORM SECTION A Solicitation Information CITY OF SANTA CLARITA NOTICE INVITING BIDS Project Name: Valencia Heritage Tennis Court Improvements BID #: PPOS-25-26-P1021 City Project Number: P1021 Dates Published: February 24, 2026 & March 3, 2026 Pre -Bid Meeting: March 3, 2026 at 10:00 AM PT Last Day for Questions: March 16, 2026 before 11:00 AM (PT) Bid Closing: March 24, 2026 before 11:00 AM (PT) Engineer's Estimate: $ 650,000 License(s) Required: A or B Project Description: Valencia Heritage Park is located at 24155 Newhall Ranch Road on the northwest corner of Newhall Ranch Road and McBean Parkway. The 17-acre neighborhood park was constructed in 2004 by Newhall Land and Farm and the City of Santa Clarita. The park contains three tennis courts, two sports fields and other recreational amenities to serve the needs of the community. The City desires to construct an additional tennis court that will meet the demand for additional tennis play. Bond Requirements: Yes Contact Information: Jaclyn Abston I iabstonC@santaclarita.eov Prevailing Wage Monitoring: This Project is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations. Required Contractor & Subcontractor Registration: Only bids submitted by bidders (along with all listed subcontractors) that are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 will be accepted. Specifications for this bid may be downloaded from the City's Purchasing website at: www.bidnetdirect.com//cityofsantaclarita. Please refer to specifications for complete details and bid requirements. The specifications in this notice shall be considered a part of any contract made pursuant thereto. A paper copy of the bid documents is available upon request in the City Clerk's office, suite 120. Bid Questions should be submitted electronically via BidNet "Question and Answer" tab. Addenda, if issued by the CITY, will betransmitted on Bid Net. Addenda must be digitally acknowledged via BidNet in addition to a printed and signed version submitted with the bid. If addenda are not signed and submitted with the bid proposal, the bid may be deemed non -responsive and rejected. DOCUMENT CHECKLIST Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California The following documents must be completed and submitted by the bidder as per the outlined timeframes. The following documents must be provided by ALL bidders: Uploaded via BidNet (see Section C) ❑ Proposal Form ❑ Notice to Bidders Regarding Contractual Requirements ❑ Alternate Bid Schedule ❑ Bidder's Information and Certification ❑ Bidder's Questionnaire ❑ Certification of Non -Segregated Facilities ❑ Designation of Subcontractors ❑ References ❑ Non -Collusion Affidavit ❑ All signed addendums (if any) Delivered to City Hall, Attn: Purchasing, Suite 120 prior to bid closing: ❑ Proposal Guarantee Bond/Bidder's Bond (Notarized) The following documents must be provided by the AWARDEE ONLY (With Agreement) Delivered to City Hall, Attn: Glen Durfee ❑ Capital Improvement Project Agreement ❑ Faithful Performance Bond (Notarized) ❑ Labor & Material Bond (Notarized) ❑ Insurance Required by Contract ❑ W9 ❑ Fringe Benefit Statement SECTION B Bid Instructions and Bid Clauses BID INSTRUCTIONS Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California 1. SUBMITTING BIDS. The bid response must be submitted on this form and include all forms provided or information requested or required by the scope of work or specifications, (uploaded via BidNet): www.bidnetdirect.com//citvofsantaclarita 1.1. Proposals/corrections received after the bid closing time will not be accepted. The City will not be responsible for bids not properly or timely, uploaded. Upon award, all submissions become a matter of public record. 1.2. Notarized Forms - An original, notarized Proposal Guarantee Bid Bond and Bid Security Form for Check or Bond to Accompany Bid must be submitted as a hard -copy original. This document must be received at the address specified below no later than the bid due date and time for the vendor to be considered responsive. This document is to be received in a separately sealed envelope clearly marked with title of content, vendor's name and address, and bid number. City of Santa Clarita ATTN: Purchasing 23920 Valencia Blvd, Suite 120 Santa Clarita, CA 91355 1.3. Pricing must be entered into line items section of BidNet. All documentation of unit pricing or other cost breakdowns as outlined in this bid shall be submitted to support the total bid price. All bid amounts will be deemed to include any applicable taxes (Sales Tax, Use Tax, or any other tax). In the case of any pricing entered elsewhere that conflicts with what is entered on BidNet, the numbers entered on BidNet shall govern. 2. BID OPENING. The City publicly opens bids online via BidNet at the time shown on the "CITY OF SANTA CLARITA NOTICE INVITING BIDS." 3. PRE -BID MEETING AND JOBWALK. A non -mandatory, pre -bid meeting to discuss the required scope of work will be held at 10:00 AM PT on March 3, 2026, at Valencia Heritage Park, located at 24155 Newhall Ranch Road on the northwest corner of Newhall Ranch Road and McBean Parkway. 4. BID QUESTIONS. Questions shall be submitted and responses provided electronically through the BidNet platform in accordance with the date and time shown on the "CITY OF SANTA CLARITA NOTICE INVITING BIDS." 5. BONDS. Bid bonds shall be furnished by all Bidders in the amount of at least 10% of the total value of the bid to guarantee that Bidders will enter into contract to furnish goods or services at prices stated. The bonding company must be listed on Treasury Circular 570 and licensed to operate in the state of California. Likewise, a Faithful Performance Bond and a Labor and Material Bond shall be required of the successful Bidder when stated in the specification. 6. ADDENDA. The City will not accept responsibility for incomplete packages or missing addenda. All addenda will be issued through the BidNet platform, and it is the Bidder's responsibility to monitor BidNet for release of the addenda prior to submission of the quote to make certain the package is complete and all required addenda are included. All official information and guidance will be provided as part of this solicitation or written addenda and Bidders are cautioned against relying on verbal information in preparation of the bid response. Addenda must be digitally acknowledged through BidNet in addition to a printed and signed version submitted with the bid. If addenda are not signed and submitted with the quote response, the bid may be deemed non -responsive and rejected. 7. INSPECTION OF WORKSITE. Bidders are encouraged to inspect the worksite, by personal examination or by such other means, of the location of the proposed work and the actual conditions of the worksite. If, during the course of examination, a Bidder finds facts or conditions which conflict with the bid documents, he/she shall submit questions for clarification via BidNet. The submission of any received bid shall constitute an acknowledgement that any necessary site inspection has taken place. No claim for additional compensation will be allowed which is based upon lack of knowledge of the work site. 8. INTERPRETATION OF CONTRACT DOCUMENTS. Errors, omissions, or discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the City and clarified by the last day for questions. No oral interpretation will be made to any Bidder as to the meaning of the Contract Documents. All questions should be submitted via BidNet platform. 9. BRAND NAMES, ALTERNATIVES, OR EQUIVALENTS. In the bid documents, the use of a specific manufacturer, brand or make does not restrict Bidders in their proposed solution. When brand names are used, it indicates the quality and utility of the article desired; thus, the bids submittal shall in all cases propose goods equal in quality and utility. If Materials differing from stated specifications may be considered, provided such differences are clearly noted and described. The City shall make the final determination of compliance with the specifications. If proposing an alternative or equivalent product, the Bidder shall provide the cut sheet/spec sheet or detailed product description for the proposed product via email to purchasing@santa-clarita.com prior to the last day for questions. For each product proposed documentation provided must include a description reflecting the characteristics and level of quality that will satisfy the salient physical, functional, or performance characteristics of "equal" products specified in the solicitation. The proposal must clearly identify the item by brand name (if any), and make/model number, and may include descriptive literature such as illustrations, drawings, or a clear reference to previously furnished descriptive data or information available to the City. The proposal shall clearly describe any modifications the Bidder plans to make in a product to make it conform to the solicitation requirements. The City has the option of accepting or rejecting any alternative or equivalent product. Exception is made on those items wherein identical supply has been determined a necessity and the notation NO SUBSTITUTE has been used in the specification section. 10. NON-DISCRIMINATION. In the performance of this Contract, Bidder shall not discriminate in recruiting, hiring, promotion, demotion, or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, or physical handicap and shall comply with the provisions of the California Fair Employment & Housing Act (Government Code Section 12900, et seq.), the Federal Civil Rights Act of 1964 (P.L. 88-352) and all amendments thereto, Executive Order No. 11246 (30 Federal Register 12319), and all administrative rules and regulations issued pursuant to said Acts and Order. Bidder shall likewise require each subcontractor to comply with this paragraph and shall include in each such subcontract language similar to this paragraph. 11. PROTECTION OF RESIDENT WORKERS. The City actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and I-9 employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (I-9). The Bidder shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. 12. BID VALIDITY. All bids, including all pricing, shall be effective/valid for a minimum period of 120 calendar days after the date of bid closing. In the event a final contract has not been awarded within this period, the City reserves the right to negotiate extensions to this period. 13. AWARD OF CONTRACT. If the City awards the contract, the award is made to the lowest responsible and responsive Bidder. This is determined solely by the City. Additionally, the City reserves the right to reject any or all bids, to waive (or not waive) any irregularity, and to take the bids under advisement for a period of ninety (90) days, all as may be required to provide for the best interests of the City. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. All bids will be compared with the Engineer's Estimate. The acceptance of a bid will be evidenced by a Notice of Award of Contract in writing, delivered to the Bidder whose bid is accepted. All other unsuccessful Bidders will also receive notification. This correspondence may be issued via BidNet. No other act of the City shall constitute acceptance of a bid. The award of contract shall obligate the Bidder, whose bid is accepted to furnish all required bonds, as well as evidences of insurance and execute the contract set forth herein. The successful Bidder will be required to furnish a Labor and Material Bond in an amount equal to one hundred percent (100%) of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent (100%) of the Contract price. Also, the successful Bidder will be required to submit worker's compensation insurance, and liability insurance with the contract. Surety bonds shall be signed by a guaranty or surety company listed in the latest issue of the U.S. Treasury Circular 570 and satisfactory to the City. The determination of lowest bid shall be based upon base bid only. The City reserves the right to add any applicable additive or deductive alternates via change order at any time during the project up to the last contract working day. The bidder agrees to hold all unit prices bid for alternates constant throughout the project's duration up to the last contract working day. No additional compensation for alternates added by change order will be allowed beyond the amount shown on the original bid. Increases or decreases in work quantities within the specified limits shall not invalidate the unit bid or contract prices. The bidder shall not claim any loss of anticipated profits because of any alteration or variation between the approximate quantities and the quantities of work as done. The City reserves the right to increase or decrease the amount of any or all of the approximate quantity shown in the Bid Schedule and to add or delete the type and extent of work identified and summarized. Bidders are also directed to the provisions in "Award and Execution of Contract" of the Standard Specification of Public Works Construction (SSWPC) latest edition, and in the General Provisions of this document. Finally, the City reserves the right to reject any and all bids, or delete portions of any and all bids, or waive any irregularity in the bid not affected by law. 14. WITHDRAWAL OF BIDS PER PUBLIC CONTRACT CODE. A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered by certified mail to the Purchasing Agent to the address below. Failure to comply may result in forfeit of bid bond. City of Santa Clarita ATTN: Purchasing 23920 Valencia Blvd, Suite 120 Santa Clarita, CA 91355 15. ASSIGNMENT OF CONTRACT. The Contract may not be assigned without the written consent of the City, provided that this shall not preclude the assignment of the Contract as security or the assignment of the whole or any part of the proceeds of the Contract including monies, assessment, partial assessment, reassessment, or any bonds which may be issued and represent any assessment or reassessment due or to be due under the Contract. Before entering into a Contract, the successful Bidder shall furnish a statement of the company's financial condition and previous construction experience or such evidence of his qualifications as may be required by the City. 16. CONTRACTOR LICENSE. The successful Bidder shall provide the required license(s) listed on the Notice Inviting Bids, at the time of bid closing. The successful Bidder must be properly licensed as a contractor from contract award through contract completion (Public Contract Code § 10164). Bidders shall be licensed in accordance with the provisions of Chapter 9, Division 3, of the Business and Professions Code. 17. DEPARTMENT OF INDUSTRIAL RELATIONS REQUIREMENTS. No Bidder or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code Section 1771.1(a)]. No BIDDER or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 18. REQUIRED CONTRACTOR AND SUBCONTRACTOR REGISTRATION. 18.1. Owner shall accept Bids only from Bidders that (along with all Subcontractors listed in Document 00 4330 (Subcontractors List) are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. 18.2. Subject to Labor Code Sections 1771.1(c) and (d), any Bid not complying with paragraph A. above shall be returned and not considered; provided that if Bidder is a joint venture (Business & Professions Code Section 7029.1) or if federal funds are involved in the Contract (Labor Code Section 1771.1(a)), Owner may accept a non -complying Bid provided that Bidder and all listed Subcontractors are registered at the time of Contract award. 18.3. Pursuant to Labor Code Section 1771(a), Contractor represents that it and all of its Subcontractors are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Contractor covenants that any additional or substitute Subcontractors will be similarly registered and qualified. 19. PREVAILING WAGES. This contract is subject to the State prevailing wage requirements of the California Labor Code including, but not limited to, Sections 1770, 1771.5, 1773, 1776 and 1777.5. Contractor shall comply with California prevailing wage laws including, to the extent applicable, Labor Code Section 1720.9. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. A copy of the prevailing rate of per diem wages shall be posted at the job site. The Contractor is responsible for obtaining a current edition of all California statutes and regulations, and adhering to the latest editions of such. 20. SCOPE OF WORK/SPECIFICATION MODIFICATIONS. The right is reserved, as the interest of the City may require, to amend the specifications or drawings before the bid closing date. Such revisions and amendments, if any, will be announced by an addendum or addenda. Copies of such addenda as may be issued, will be furnished to all prospective Bidders. If the revisions and amendments require material changes in quantities or price bid, or both, the date set for bid closing may be postponed by such number of days as, in the opinion of the City, will enable Bidders to revise their bids. In such cases, the addendum will include an announcement of the new date for bid closing. The Bidder is required to acknowledge all issued addendums at the time of bid closing. Please sign and return all submitted addendums to avoid disqualification of the submitted bid. It is the Bidder's responsibility to ensure all addendums have been received before the bid closing. 21. SUBCONTRACTORS REQUIREMENTS. Each Bidder must submit the Designation of Subcontractors form with their bid. No bid shall be considered unless it is included with the bid submission. Please see Section D: Subcontractor Information for more information. 22. MANDATORY REQUIREMENTS. All requirements, submittals, or subsequent communications shall be considered mandatory. 23. EXAMINATION OF CONTRACT DOCUMENTS. 23.1. Bidder shall scrutinize the entire site of work, including but not restricted to any corresponding or associated conditions and encumbrances related, the plans and specifications, bid documents, and contract forms therefore. The submission of a bid shall be conclusive evidence that Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished, and as to the requirements of the proposal, plans, specifications, and other contract documents. 23.2. Bidders must satisfy themselves by examining the work site, plans, specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements, and difficulties under which the work must be performed. No Bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Errors, omissions, or discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the City as instructed and with the date and time given for Bidders' questions in the most current CITY OF SANTA NOTICE INVITING BIDS or as updated in any addenda. 24. PROTEST PROCEDURES. Any person or entity may present a formal protest to the City concerning solicitations being conducted by staff. 24.1.1. Definitions "Bidder" means any person or firm providing a timely, written response to the City solicitation. "Bid Protest" means any protest with regard to the response submitted by another Bidder. "Response" means the written response to the City solicitation provided by a person or firm. "Solicitation Protest" means a statement of protest, dispute, challenge, disagreement, disapproval or other objection regarding documents, determinations or actions taken or contemplated by the City with respect to a solicitation. "Solicitation" means the document by which the City identifies goods, equipment, services or public construction projects for which it seeks a response. 24.1.2. Format- The protest must be in writing and include the following information at a minimum: 24.1.2.1. The name, address and phone number of the protester, or the authorized representative of the protester; 24.1.2.2. The signature of the protester or authorized representative of the protester; 24.1.2.3. The solicitation number and title under which the protest is submitted; 24.1.2.4. A detailed description of the legal or factual grounds for the protest and all supporting documentation. For protests containing elements not based on publicly released information the protest must have documentation clearly showing the date on which the protester received the information; and 24.1.2.5. The form of relief requested. 24.1.3. Solicitation Protests- Protests of any kind regarding the solicitation including, but not limited to, specifications, scope of work or process, must be received by the City's Purchasing Agent not more than five calendar days after the last day for questions or the last addendum is issued, whichever is later. The decision by the Purchasing Agent on any solicitation protest shall be final. 24.1.4. Bid Protest and Review 24.1.4.1. The protest, in the Format specified above, must be submitted to the City Manager by email or by personal delivery or overnight mail (to City Hall, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355) so that it is received by the City no later than seven calendar days after the bid closing. 24.1.4.2. A copy of the protest must be served upon the Bidder subject to the protest in the same manner by which the protest was submitted to the City Manager. Failure to serve the protest upon the Bidder subject to the protest is grounds upon which the City may deny the protest. 24.1.4.3. A Bidder whose bid has been protested by another bidder may submit to the City Manager a written response to the protest by email or by personal delivery or overnight mail (to City Hall, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355) so that it is received by the City no later than seven calendar days after the protesting Bidder has served the protest. 24.1.4.4. The City Manager or designee shall have up to ten calendar days to decide whether to approve or reject the protest. The written decision of the City Manager or designee on the protest shall be served upon the protesting Bidder and any Bidder subject to the protest within 14 calendar days of receipt of the bid protest. The City Manager or designee may extend the 10 calendar days if necessary to review additional information requested from any Bidder. 24.1.4.5. The decision of the City Manager or designee on the bid protest shall be final with no further review. 24.1.5. State or Federal Funding 24.1.5.1. If the subject matter of the solicitation or project is receiving any State or Federal funds which requires a protest procedure different than the procedures stated above, then that protest procedure shall control. 24.1.5.2. In the event there is any lawsuit filed against the City relating to any federally funded project, the City will provide prompt notice of that lawsuit to all agencies who participated in the funding of the project. 24.1.6. Mandatory Procedure- This administrative procedure and the time limits set forth herein are mandatory. Failure to comply with these mandatory procedures shall constitute a waiver of any right to pursue the bid protest, including filing a Government Code claim or any legal proceedings or actions. The City of Santa Clarita's "Terms and Conditions" is found on a separate attachment in BidNet. BID CLAUSES Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California 1. BID RIGGING. The U.S. Department of Transportation (DOT) provides a toll -free hotline to report bid rigging activities. Use the hotline to report bid rigging, Bidder collusion, and other fraudulent activities. The hotline number is (800) 424-9071. The service is available 24 hours 7 days a week and is confidential and anonymous. The hotline is part of the DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. 2. DISQUALIFICATION OF BIDDERS. In the event that any Bidder acting as a prime contractor has an interest in more than one bid, all such bids will be rejected, and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Labor Code Section 1771.1(a) requires contractors and their subcontractors to possess and maintain such registration with DIR in order to be awarded and to perform on public works projects (regardless of funding source). Any Bidder which has been debarred by any PUBLIC City in the last ten (10) years is deemed not to be a qualified Bidder for the purposes of this project. The City may conduct investigations as it deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the Bidder to do the work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. To determine the degree of responsibility to be credited to the Bidder, the City will weigh any evidence including but not limited to evidence of suspension, debarment, exclusion, or determination of ineligibility by any other City. Any Bidder which is currently debarred by any public agency is deemed not to be a qualified Bidder for the purposes of this project. If in the opinion of the City, a Bidder is determined to be insufficiently qualified, then that bid will not be considered for award of the contract. 3. DEBARMENT AND SUSPENSION. Certification Regarding Debarment, Suspension, and Other Responsibility Matters- Lower Tier Covered Transactions. Instructions for Certification: 3.1.1.By signing and submitting this bid, the prospective lower tier participant is providing the signed certification set out below. 3.1.2.The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the City may pursue available remedies, including suspension and/or debarment. 3.1.3.The prospective lower tier participant shall provide immediate written notice to the City if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. 3.1.4.The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "persons," "lower tier covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549 [49 CFR Part 29]. You may contact the City of Santa Clarita for assistance in obtaining a copy of those regulations. 3.1.5.The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized in writing by the City. 3.1.6.The prospective lower tier participant further agrees by submitting this bid that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transaction", without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. 3.1.7.A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Non - procurement List issued by U.S. General Service Administration. 3.1.8.Nothing contained in the foregoing shall be construed to require establishment of system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. 3.1.9.Except for transactions authorized under Paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to all remedies available to the Federal government, the City may pursue available remedies including suspension and/or debarment. 3.2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transaction 3.2.1.The prospective lower tier participant certifies, by submission of this bid, that neither it nor its "principals" as defined at 49 C.F.R suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 3.2.2.When the prospective lower tier participant is unable to certify to the statements in this certification, such prospective participant shall attach an explanation to this bid. 4. LEGAL RESPONSIBILITIES. Proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature, whether the same are expressly referred to herein or not. Bidders submitting a proposal shall, by such action thereby, agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the plans, specifications, and other contract documents, and to full compliance therewith. 5. UNFAIR BUSINESS PRACTICES CLAIMS: ASSIGNMENT TO AWARDING BODY. Pursuant to Section 7103 of the Public Contracts Code, the contract to be awarded will be defined as a "public works contract." In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Bidder or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or under the Cartwright Act (Chapter 2 commencing with B-12 Section 16700, of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Bidder, without further acknowledgment by the parties. 6. CHANGED CONDITIONS. 6.1. Differing Site Conditions 6.1.1. During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed. 6.1.2.Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. SSPWC (Standard Specifications for Public Works Construction) of the contract is warranted. 6.1.3.No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice. 6.1.4.No contract adjustment will be allowed under this clause for any effects caused on unchanged work. (This provision may be omitted by the Local Agency, at their option.) 6.2. Suspensions of Work Ordered by the Engineer 6.2.1.If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment. 6.2.2.Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer's determination whether or not an adjustment of the contract is warranted. 6.2.3.No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed. 6.2.4.No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract. 6.3. Significant Changes in the Character of Work 6.3.1.The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractor agrees to perform the work as altered. 6.3.2.If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractor in such amount as the engineer may determine to be fair and equitable. 6.3.3.If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract. 6.3.4.The term "significant change" shall be construed to apply only to the following circumstances: 6.3.4.1. When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or 6.3.4.2. When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed. 7. QUALITY ASSURANCE. The Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. You may examine the records and reports of tests the Agency performs if they are available at the job site. Schedule work to allow time for QAP. 8. TAXES. No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. 9. NONDISCRIMINATION. In the performance of this Contract, Bidder shall not discriminate in recruiting, hiring, promotion, demotion, or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, or physical handicap and shall comply with the provisions of the California Fair Employment & Housing Act (Government Code Section 12900, et seq.), the Federal Civil Rights Act of 1964 (P.L. 88-352) and all amendments thereto, Executive Order No. 11246 (30 Federal Register 12319), and all administrative rules and regulations issued pursuant to said Acts and Order. The contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts. Bidder shall likewise require each subcontractor to comply with this paragraph and shall include in each such subcontract language similar to this paragraph. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. 10. SPECIAL PROVISIONS. Failure of the Bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid closing, including but not limited to escrowed bid documents, where applicable, may subject the Bidder to a determination of the Bidder's responsibility in the event it is the apparent low Bidder on future public works contracts. SECTION C Bid Submittals PROPOSAL FORM Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California TO THE CITY OF SANTA CLARITA, AS CITY: In accordance with CITY's NOTICE INVITING BIDS, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above -stated project as set forth in the plans, specifications, and contract documents therefore, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or lump sum prices set forth in the following BID SCHEDULE. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to CITY of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in BID SCHEDULE are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum price(s) bid include all appurtenant expenses, taxes, royalties, and fees for the project's duration. In case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the contract, the undersigned further agrees that in the event of the Bidder's default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the CITY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the CITY and this bid and the acceptance hereof may, at the CITY's option, be considered null and void. Company Name: Company Address: Phone: Email: By: Print Name Title: Signature: Date: NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California SUMMARY OF INDEMNITY AND INSURANCE REQUIREMENTS 1. These are the Indemnity and Insurance Requirements for Contractors providing services or supplies to City of Santa Clarita (City). By agreeing to perform the work or submitting a proposal, you verify that you comply with and agree to be bound by these requirements. If any additional Contract documents are executed, the actual Indemnity language and Insurance Requirements may include additional provisions as deemed appropriate by City's Purchasing Agent. The City reserves the sole right to accept or reject any requests for modifications to these terms. 2. You should check with your Insurance advisors to verify compliance and determine if additional coverage or limits may be needed to adequately insure your obligations under this agreement. These are the minimum required and do not in any way represent or imply that such coverage is sufficient to adequately cover the Contractor's liability under this agreement. The full coverage and limits afforded under Contractor's policies of Insurance shall be available to Buyer and these Insurance Requirements shall not in any way act to reduce coverage that is broader or includes higher limits than those required. The Insurance obligations under this agreement shall be: 1—all the Insurance coverage and limits carried by or available to the Contractor; or 2—the minimum Insurance requirements shown in this agreement, whichever is greater. Any insurance proceeds in excess of the specified minimum limits and coverage required, which are applicable to a given loss, shall be available to City. 3. Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. City reserves the right to require full -certified copies of all Insurance coverage and endorsements. I. INDEMNIFICATION: City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defend, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR'S performance of or failure to perform any services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees, committed in performing any of the services under this Agreement. If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be maintained by CONTRACTOR in this Agreement shall not limitthe liabilityof CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement. The provisions of this section do not apply to Claims occurring as a result of the City's active negligence or acts of omission. II. INSURANCE CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of the insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non-payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established. Liabilitv Insurance During the entire term of this Agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any person or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability imposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage insurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss. Such General, Public and Professional liability and property damage insurance shall be maintained in full force and effect throughout the term of the Agreement and any extension thereof in the amount indicated above or the following minimum limits: Commercial General Liability Insurance, including coverage for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors' Liability (if applicable), in an amount of not less than two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) annual aggregate, written on an occurrence form. Products/Completed Operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the CONTRACTOR for covered claims arising out of the actions of independent contractors. If the CONTRACTOR is using subcontractors, the policy must include work performed "by or on behalf" of the CONTRACTOR. Policy shall contain no language that would invalidate or remove the CONTRACTOR'S duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the CONTRACTOR. Worker's Compensation Insurance The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure and provide legal defense for both the CONTRACTOR and the CITY against any loss, claim or damage arising from any injuries or occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the Agreement. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita. Automotive Insurance The CONTRACTOR shall procure and maintain, at its sole expense, throughout the term of this Agreement, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 combined single limit for each accident. All such insurance shall be primary insurance and shall name the City of Santa Clarita as an additional insured. Waiver of Subrogation All insurance coverage maintained or procured pursuant to this Agreement shall be endorsed to waive subrogation against the CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONTRACTOR hereby waives its own right of recovery against the CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants. Separation of Insureds A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR'S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross -liability exclusions. Pass Through Clause CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all Agreements with consultants, subcontractors, and others engaged in the project will be submitted to the CITY for review. Self -Insured Retentions Any self -insured retentions must be declared to and approved by the CITY. The CITY reserves the right to require that self -insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the CITY. Primary and Additional Insured All of such insurance shall be primary and shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City's Purchasing Agent shall be submitted to the CITY prior to execution of this Agreement on behalf of the CITY. Requirements Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain coverage at CONTRACTOR'S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this Agreement, CITY may cancel the Agreement immediately with no penalty. Should CONTRACTOR'S insurance required by this Agreement be canceled at any point prior to expiration of the policy, CONTRACTOR must notify CITY within 24 hours of receipt of notice of cancelation. Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer's issuance of notice of cancelation. CONTRACTOR must ensure that there is no lapse in coverage. If the operation under this Agreement results in an increased or decreased risk in the opinion of the City's Purchasing Agent, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City's Purchasing Agent. The CONTRACTOR agrees that provisions of this paragraph as to maintenance of insurance shall not be construed as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR'S activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible. I have read and understand the above requirements and agree to be bound by them for any work performed for the City. Authorized Signature: Printed Name: Date: ALTERNATE BID SCHEDULE Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Do NOT include this pricing in the total base bid amount. Fill out this form completely and upload it with your bid. In the event any mathematical discrepancies are found in the pricing forms submitted, the unit price shall govern. Do NOT enter this pricing on BidNet. ITEM NO. DESCRIPTION CITY UNIT UNIT PRICE TOTAL REMOVE AND REPLACE WINDSCREEN AT 1 EXISTING 3) TENNIS COURTS 915 LF $ $ TOTAL BID: $ TOTAL BID AMOUNT IN WORDS: The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day. All bids, including all pricing, shall be effective/valid for a minimum period of 120 calendar days after the date of bid closing. In the event a final contract has not been awarded within this period, the City reserves the right to negotiate extensions to this period. The BIDDER agrees to hold all unit prices in this Alternate Bid Schedule constant throughout the duration of the project up to the last contract working day. BIDDER'S INFORMATION AND CERTIFICATION Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, CA Bidder certifies that the representations of the bid are true and correct and made under penalty of perjury. EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION Bidder certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, Bidder certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. CERTIFICATION REGARDING DIR CONTRACTOR/SUBCONTRACTOR REGISTRATION By my signature hereunder, as the Contractor, I certify that Contractor, and all Subcontractors listed on the Subcontractor Designations form are the subject of current and active contractor registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code. Contractor's registration number is indicated below. Subcontractors' registration numbers are indicated on the Subcontractor Designations form. Bidder's Name: Business Address: Telephone No.: _ State CONTRACTOR's License No. & Class: 111 all 0• Original Date: Expiration Date: The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal: The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venture of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venture areas follows: All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this day of 20_ BIDDER: Signature Name and Title of Signatory Legal Name of Bidder Address Telephone Number Federal Tax I.D. No. 1. Submitted by: Principal Office Address: 2. Type of Firm: BIDDER'S QUESTIONNAIRE Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Telephone: ❑ C Corporation ❑ S Corporation ❑ Individual/Sole Proprietor or Single —Member LLC ❑ Partnership ❑ Limited Liability Company "C" C-Corp ❑ Limited Liability Company "S" S-Corp ❑ Limited Liability Company "P" Partnership ❑ Other 3a. If a corporation, answer these questions: Date of Incorporation: President's Name: Vice -President's Name: Secretary or Clerk's Name: Treasurer's Name: State of Incorporation: 3b. If a partnership, answer these questions: Date of organization: State Organized in: Name of all partners holding more than a 10% interest: Designate which are General or Managing Partners. BIDDER'S QUESTIONNAIRE (cont'd) Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California 4. Name of person holding CONTRACTOR's license: License number: Class: Expiration Date: D.I.R. Registration # 5. CONTRACTOR's Representative: Title: Alternate: Title: 6. List the major construction projects your organization has in progress as of this date: A. Owner: Project Location: Type of Project: _ B. Owner: Project Location: Type of Project: _ C. Owner: Project Location: Type of Project: _ CERTIFICATION OF NON -SEGREGATED FACILITIES Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California The BIDDER certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER certifies further that it will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it will not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER agrees that a breach of this certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The BIDDER agrees that (except where it has obtained identical certifications from proposed subcontractors for specific time periods) it will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that it will retain such certifications in its files. BIDDER Required by the May 19, 1967 order on Elimination of Segregated Facilities, by the Secretary of Labor — 32 F.R. 7439, May 19, 1967 (F.R. Vol. 33, No. 33 — Friday, February 16, 1968 — p. 3065). DESIGNATION OF SUBCONTRACTORS Bid # PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work or labor or render service in excess of of 1 percent, or $10,000 (whichever is greater) of the prime contractor's total bid. If no Subcontractors will be used fill out the form with NA. Add addt. sheets if needed. Subcontractor DIR Registration No.* Dollar Value of Work Location and Place of Business Bid Schedule Item No's: Description of Work License No. Exp. Date: / / Phone ( ) Subcontractor DIR Registration No.* Dollar Value of Work Location and Place of Business Bid Schedule Item No's: Description of Work License No. Exp. Date: / / Phone ( ) Subcontractor DIR Registration No.* Dollar Value of Work Location and Place of Business Bid Schedule Item No's: Description of Work License No, Exp. Date: / / Phone ( ) NOTE: A BIDDER or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered BIDDER to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the BIDDER is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code. REFERENCES Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California The following are the names, addresses, and telephone numbers of three public agencies for which bidder has performed and completed work of a similar scope and size within the past 3 years. If the scope of work/specifications requests references different than instructions above, the scope of work/specifications shall govern: 1. Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed 2. Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed 3. Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom bidder intends to procure insurance bonds: BIDDER'S BOND Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Proposals must be accompanied by a proposal guarantee consisting of a certified check, cashier's check or BIDDER's bid bond payable to the CITY or cash deposit in the amount not less than ten (10) percent of the total amount bid. Certified check, cashier's check or Bidder's bid bond must be received at City Hall, 23920 Valencia Blvd., Santa Clarita, CA 91355, Attn: Purchasing, Suite 120, and marked with the words "BID BOND FOR" and the bid #, no later than the bid closing date and time, for the BIDDER to be considered responsive. NOTE: The following form shall be used in case check accompanies bid. Accompanying this Proposal is a *certified/cashier's check payable to the order of the City of Santa Clarita for: dollars ($ ), this amount being not less than ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of said CITY provided this Proposal shall be accepted by said CITY through action of its legally constituted contracting authorities, and the undersigned shall fail to execute a contract and furnish the required bonds within the stipulated time; otherwise, the check shall be returned to the undersigned. Project Name: Valencia Heritage Tennis Court Improvements Bid No. PPOS-25-26-P1021 Project No. P1021 Bidder's Signature CONTRACTOR/BIDDER Address City, State, Zip Code * Delete the inapplicable work. NOTE: If the bidder desires to use a bond instead of a check, the following form shall be executed. The sum of this bond shall be not less than ten percent (10%) of the total amount of the bid. PROPOSAL GUARANTEE BID BOND Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California KNOW ALL PERSONS BY THESE PRESENTS that , as BIDDER, and as SURETY, are held and firmly bound unto the City of Santa Clarita, as CITY, in the penal sum of dollars ($ ), which is ten percent (10%) of the total amount bid by BIDDER to CITY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to CITY for the above -stated project, if said bid is rejected, or if said bid is accepted and the contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of CITY. IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals, this Day of 20_ CONTRACTOR: Name and Title of Signatory Signature Legal Name of Bidder Bidder Address Telephone Number Federal Tax I.D. No. SURETY*: Name Phone Number and Email Address *Provide BIDDER and SURETY name, phone number, email, and the name, title, address, and phone number for authorized representative. IMPORTANT - Surety Companies executing Bonds must appear on the Treasury Department's most current list (Circular 570, as amended) and be authorized to transact business in the State where the project is located. Surety signatures must be notarized prior to submittal. NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California To the CITY OF SANTA CLARITA: In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE "BIDDER'S CERTIFICATION" SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH FORM A PART OF THE PROPOSAL. BIDDERS ARE CAUTIONED THAT MAKING A FALSE CERTIFICATION MAY SUBJECT THE CERTIFIER TO CRIMINAL PROSECUTION. NON -COLLUSION AFFIDAVIT Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California TO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) the being first duly sworn deposes and says that he/she is (sole owner, a partner, president, etc.) of the party making the foregoing bid; that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, or that anyone shall refrain from bidding, that said BIDDER has not in any manner, directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said BIDDER or of any other BIDDER, or to fix the overhead, profit, or cost element of such bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in such bid are true, and further, that said BIDDER has not, directly or indirectly, submitted its bid price, or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company, association, organization, bid depository, or to any member or CITY thereof, or to any other individual information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company association, organization, bid depository, or to any member or CITY thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said BIDDER in his general business. Bidder: Signature Title SECTION D ubcontractor Information SUBCONTRACTORS Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California 1. SUBCONTRACTORS. The BIDDER performs not less than fifty (50%) percent of the original contract work with the bidder's own organization. 2. LIST OF SUBCONTRACTORS. No more than fifty (50%) percent of the work, as defined by the contract price, may be done by subcontractors. Copies of subcontracts will be provided to the City Engineer upon his request. 2.1. Each BIDDER must submit with his bid the following: 2.1.1.The Full name of each subcontracting firm as required by Government Code, Sec. 4201, typed or legibly printed. 2.1.2.The address of each firm. 2.1.3.The telephone number at the place of business. 2.1.4.Work to be performed by each subcontracting firm. 2.1.5.Total approximate dollar amount of each subcontract. 2.2. Submit the "Designation of Subcontractors" form enclosed herewith. No Contract shall be considered unless such list is submitted as required. PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS. A prime contractor or subcontractor shall pay to any subcontractor, not later than 30 days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed the contractor on account of the work performed by the subcontractors, to the extent of each subcontractor's interest therein in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from the prime contractor or subcontractor to a subcontractor, the prime contractor or subcontractor may withhold no more than 150 percent of the disputed amount. Any violation of this section shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable to the subcontractor, of 2 percent of the amount due per month for every month that payment is not made. In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her attorney's fees and costs. The sanctions authorized under this section shall be separate from, and in addition to, all other remedies, either civil, administrative, or criminal. 4. CALIFORNIA DEBARRED CONTRACTORS AND SUBCONTRACTORS. Sections 1720 et seq. of the Labor Code and Section 6109 of the Public Contract Code apply to the Contract, and each potential bidder and Subcontractor is responsible to be in full compliance with those laws. If a potential bidder or subcontractor has been found by the California Labor Commissioner to be in violation of Section 1720 et seq. of the Labor Code, in accordance with Section 1777.1of the Labor Code, the potential bidder shall be ineligible to bid or be awarded a contract or to perform work on any City public works project. In accordance with Section 6109 of the Public Contract Code any subcontractor who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work on any City public works project. Pursuant to Section 6109(b) of the Public Contract Code, any contract on a City public works project entered into between a bidder and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any City money for performing work as a subcontractor on a City public works contract, and any City money that may have been paid to a debarred subcontractor by a bidder on the project shall be returned to the City. The bidder shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the City project. S. PERFORMANCE OF SUBCONTRACTORS. 5.1. The subcontractors listed by the Contractor in conformance with Section 3-3, "Subcontracts" of the (SSPWC), shall perform the work and supply the materials for which they are listed, unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources. 5.2. The subcontractors listed by you in the Contract Documents shall list therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of the Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. SECTION E Awardee Sample Forms SAMPLE AGREEMENT CON-9 Council Approval Date: Agenda Item: Contract Amount: CAPITAL IMPROVEMENT PROJECT AGREEMENT (STATE) BETWEEN THE CITY OF SANTA CLARITA AND <CONTRACTOR NAME> FOR <FULL PROJECT NAME> <PHASE NUMBER AND PHASE DESCRIPTION (AS APPLICABLE)> <CITYBID NO. (AS APPLICABLE) OR CITYPROJECT NO. (ONLYIF BID No. is NIA)> <FEDERAL PROJECTAD NUMBER (AS APPLICABLE)> <BRIEF DESCRIPTION OF SER VICES> This AGREEMENT is made and entered into for the above -stated project BY AND BETWEEN the CITY OF SANTA CLARITA, as CITY, and as CONTRACTOR. CITY and CONTRACTOR have mutually agreed as follows: ARTICLE I That contract documents for the aforesaid project shall consist of the Notice Inviting Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, special drawings, and appendices; together with this AGREEMENT and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said AGREEMENT documents are made a part hereof as though fully set forth herein. ARTICLE ii For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above -stated project, and to fulfill all other obligations as set forth in the aforesaid contract documents. ARTICLE III CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. Except for defaults of subcontractors at any tier, CONTRACTOR shall not be liable for any excess costs if the failure to perform the Agreement arises from causes beyond the control and without the fault or negligence of CONTRACTOR, including without limitation failure to reasonably mitigate any adverse impacts (Force Majeure). Force Majeure events include the following: Acts of God, fires, floods, earthquake, other natural disasters, epidemics and pandemics (other than COVID-19 or variants), abnormal weather conditions beyond the parameters otherwise set forth in this Article, nuclear accidents, strikes, lockouts, freight embargos, interruptions in service by a regulated utility, or governmental statutes or regulations enacted or imposed after the fact (together, "force majeure events"). ARTICLE IV CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the contract documents. ARTICLE V City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defend, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR'S performance of or failure to perform any services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees, committed in performing any of the services under this Agreement. If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be maintained by CONTRACTOR in this Agreement shall not limit the liability of CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement. The provisions of this section do not apply to Claims occurring as a result of the City's active negligence or acts of omission. ARTICLE VI The provisions of this section are provided in compliance with Public Contract Code Section 9204; they provide the procedures for any claims related to the Work performed under this Agreement. Claim Definition. "Claim" means a separate demand by CONTRACTOR sent by registered mail or certified mail with return receipt requested, for one or more of the following: a. A time extension, including, without limitation, for relief from damages or penalties for delay assessed by CITY. b. Payment by CITY of money or damages arising from the Services performed by, or on behalf of, CONTRACTOR pursuant to the Agreement and payment for which is not otherwise expressly provided or to which CONTRACTOR is not otherwise entitled. c. Payment of an amount that is disputed by CITY. 2. Claim Process. a. Timing. Any Claim must be submitted to CITY in compliance with the requirements of this section no later than fourteen (14) days following the event or occurrence giving rise to the Claim. This time requirement is mandatory; failure to submit a Claim within fourteen (14) days will result in its being deemed waived. b. Submission. The Claim must be submitted to CITY in writing, clearly identified as a "Claim" submitted pursuant to this Article VI and must include reasonable documentation substantiating the Claim. The Claim must clearly identify and describe the dispute, including relevant references to applicable portions of the Agreement, and a chronology of relevant events. Any Claim for additional payment must include a complete, itemized breakdown of all 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 claimed cost. Any Claim for an extension of time or delay costs must be substantiated with schedule analysis and narrative depicting and explaining claimed time impacts. c. Review. Upon receipt of a Claim in compliance with this Article VI, CITY shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days from receipt, shall provide CONTRACTOR a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Upon receipt of a Claim, CITY and CONTRACTOR may, by mutual agreement, extend the time period provided in this paragraph 2. d. If CITY Approval Required. If CITY needs approval from its governing body to provide CONTRACTOR a written statement identifying the disputed portion and the undisputed portion of the Claim, and CITY' S governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a Claim sent by registered mail or certified mail, return receipt requested, CITY shall have up to three days following the next duly publicly noticed meeting of CITY after the 45-day period, or extension, expires to provide CONTRACTOR a written statement identifying the disputed portion and the undisputed portion. e. Payment. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 days after CITY issues its written statement. If CITY fails to issue a written statement, paragraph 3, below, shall apply. 3. Disputed Claims a. Meet and Confer. If CONTRACTOR disputes CITY' S written response, or if CITY fails to respond to a Claim submitted pursuant to this Article within the time prescribed, CONTRACTOR may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, CITY shall schedule a meet and confer conference within 30 days for settlement of the dispute. Within 10 business days following the conclusion of the meet and confer conference, if the Claim or any portion of the Claim remains in dispute, CITY shall provide CONTRACTOR a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 days after CITY issues its wntten statement. b. Mediation. Any remaining disputed portion of the Claim, as identified by CONTRACTOR in writing, shall be submitted to nonbinding mediation, with CITY and CONTRACTOR sharing the associated costs equally. CITY and CONTRACTOR shall mutually agree to a mediator within 10 business days after the disputed portion of the Claim has been identified in writing by CONTRACTOR. If the parties cannot agree upon a mediator, each parry shall select a mediator and those mediators shall select a qualified neutral third parry to mediate the disputed portion of the Claim. Each parry shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be subject to any other remedies authorized by the Agreement and laws. For purposes of this paragraph 3.13, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. ii. Unless otherwise agreed to by CITY and CONTRACTOR in writing, the mediation conducted pursuant to this section shall excuse any further obligation, if any, under Public Contract Code Section 20104.4 to mediate after litigation has been commenced. 4. CITY' S Failure to Respond. Failure by CITY to respond to a Claim from CONTRACTOR within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the Claim being deemed rejected in its entirety. A Claim that is denied by reason of CITY' S failure to have responded to a Claim, or its failure to otherwise meet the time requirements of this Article, shall not constitute an adverse finding with regard to the merits of the Claim or the responsibility or qualifications of CONTRACTOR. 5. Interest. Amounts not paid in a timely manner as required by this section shall bear interest at seven (7) percent per annum. 6. Approved Subcontractor Claims. If an approved subcontractor or a lower tier subcontractor lacks legal standing to assert a Claim against CITY because privity of contract does not exist, CONTRACTOR may present to CITY a Claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that CONTRACTOR present a Claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the Claim be presented to CITY shall furnish reasonable documentation to support the Claim. Within 45 days of receipt of this written request, CONTRACTOR shall notify the subcontractor in writing as to whether CONTRACTOR presented the claim to CITY and, if CONTRACTOR did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. Waiver of Provisions. A waiver of the rights granted by Public Contract Code Section 9204 is void and contrary to public policy, provided, however, that (1) upon receipt of a Claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) CITY may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of Public Contract Code Section 9204, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this Article. ARTICLE VII CONTRACTOR affirms that the signatures set forth hereinafter in execution of this AGREEMENT represent all individuals, firm members, partners, joint venturers, or corporate officers having principal interest herein. ARTICLE VIII Nature of Relationship CONTRACTOR shall not be subject to day-to-day supervision and control by CITY employees or officials. CONTRACTOR shall perform services in accordance with the rules, regulations and policies of CITY respecting such services, and in accordance with appropriate standards of professional conduct, if any, applicable to the services provided. CITY shall not be responsible for withholding any payroll or other taxes on behalf of CONTRACTOR. It is understood and agreed that the CONTRACTOR is, and at all times shall be, an independent CONTRACTOR and nothing contained herein shall be construed as making the CONTRACTOR, or any individual whose compensation for services is paid by the CONTRACTOR, an agent or employee of the CITY, or authorizing the CONTRACTOR to create or assume any obligation of liability for or on behalf of the CITY. ARTICLE IX CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of the insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non-payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established. Liability Insurance During the entire term of this agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any person or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability imposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage insurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss. Such General, Public and Professional liability, and property damage insurance shall be maintained in full force and effect throughout the term of the AGREEMENT and any extension thereof in the amount indicated above or the following minimum limits: Commercial General Liability Insurance, including coverage for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors' Liability (if applicable), in an amount of not less than $2,000,000.00 per occurrence, $4,000,000.00 annual aggregate, written on an occurrence form. Products/Completed Operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the CONTRACTOR for covered claims arising out of the actions of independent contractors. If the CONTRACTOR is using subcontractors, the policy must include work performed "by or on behalf' of the CONTRACTOR. Policy shall contain no language that would invalidate or remove the CONTRACTOR'S duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the CONTRACTOR. Worker's Compensation Insurance The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure and provide legal defense for both the CONTRACTOR and the CITY against any loss, claim or damage arising from any injuries or occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the AGREEMENT. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita, its officers, directors, officials, agents, and employees. Automotive Insurance The CONTRACTOR shall procure and maintain, at its sole expense, throughout the term of this AGREEMENT, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 combined single limit. All such insurance shall be primary insurance and shall name the City of Santa Clarita as an additional insured. Rnilrler'e pie - Upon commencement of construction and with approval of CITY, CONTRACTOR shall obtain and maintain Builder's Risk Insurance for the entire duration of the Project until only the CITY has an insurable interest. The Builder's Risk coverage shall include the coverages as specified below: The named insureds shall be CONTRACTOR and CITY, including its officers, officials, employees, and agents. All subcontractors (excluding those solely responsible for design work) of any tier and suppliers shall be included as additional insureds as their interests may appear. CONTRACTOR shall not be required to maintain property insurance for any portion of the Project following transfer of control thereof to CITY. The policy shall contain a provision that all proceeds from the Builder's Risk Policy shall be made payable to the CITY. The CITY will act as a fiduciary for all other interests in the Project. Policy shall be provided for replacement value on an "all risk" basis for the completed value of the project. There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) Ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub - limits sufficient to insure the full replacement value of any key equipment item; (6) ocean marine cargo coverage insuring any Project materials or supplies, if applicable; (7) coverage with sub - limits sufficient to insure the full replacement value of any property or equipment stored either on or off the site or any staging area. Such insurance shall be on a form acceptable to CITY to ensure adequacy of terms and sub -limits and shall be submitted to the CITY prior to commencement of construction. Fire and Extended Coverage Insurance (Services involving real property only) CONTRACTOR also agrees to procure and maintain, at its sole expense, during the term of this Agreement, and any extension thereof, a policy of fire, extended coverage and vandalism insurance. Pollution Liabilitv and/or Asbestos Pollution Liabilitv and/or Errors & Omissions Contractors Pollution Liability and/or Asbestos Pollution Liability and/or Errors & Omissions with limit no less than $2,000,000 per claim or occurrence and $2,000,000 aggregate per policy period of one year. Coverage must be included for bodily injury and property damage, including coverage for loss of use and/or diminution in property value, and for clean-up costs arising out of, pertaining to, or in any way related to the actual or alleged discharge, dispersal, seepage, migration, release or escape of contaminants or pollutants, arising out of or pertaining to the services provided by CONTRACTOR under this Agreement, including the transportation of hazardous materials or contaminants. Professional Liability (if Design-Buildl Professional Liability Insurance, insuring against professional errors and omissions arising from CONTRACTOR'S work on the Project, in an amount not less than $2,000,000 combined single limit for each occurrence. If CONTRACTOR cannot provide an occurrence policy, CONTRACTOR shall provide insurance covering claims made as a result of performance of work on this Project and shall maintain such insurance in effect for not less than three years following final completion of the Project. Waiver of Subrogation All insurance coverage maintained or procured pursuant to this Agreement shall be endorsed to waive subrogation against the CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONTRACTOR hereby waives its own right of recovery against the CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants. Separation of Insureds A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR'S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross -liability exclusions. Pass Through Clause CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all Agreements with consultants, subcontractors, and others engaged in the project will be submitted to the CITY for review. Self -Insured Retentions Any self -insured retentions must be declared to and approved by the CITY. The CITY reserves the right to require that self -insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the CITY. Primary and Additional Insured All of such insurance shall be primary insurance and, shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City's Risk Manager shall be submitted to City prior to execution of this Agreement on behalf of the City. Risk Course of Construction Insurance (Including damage to property owned by CITY, CONTRACTOR or third parties caused by fire) Insurance shall be in the amount of 100 percent of the completed value of the Work to be performed under this Contract. Deductible shall not exceed $25,000.00. Each loss shall be borne by CONTRACTOR. Requirements Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain coverage at CONTRACTOR'S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. hi the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this Agreement, CITY may cancel the Agreement immediately with no penalty. Should CONTRACTOR'S insurance required by this Agreement be canceled at any point prior to expiration of the policy, CONTRACTOR must notify CITY within 24 hours of receipt of notice of cancelation. Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer's issuance of notice of cancelation. CONTRACTOR must ensure that there is no lapse in coverage. If the operation under this Agreement results in an increased or decreased risk in the opinion of the City's Risk Manager, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City's Risk Manager. The CONTRACTOR agrees that provisions of this section as to maintenance of insurance shall not be construed as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR'S activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible. All policies of insurance described shall be placed with insurers acceptable to CITY. The insurance underwriter(s) for all insurance policies except Workers' Compensation shall have an A.M. rating of [A-, VHI] or better, unless otherwise specified in Contract Documents. ARTICLE X Pursuant to Senate Bill 542, chaptered in 1999, the Employment Development Department (EDD) of the State of California requires that a W-9 Form be filed by all vendors for all AGREEMENTS entered into with the City. CONTRACTOR agrees to complete all required forms necessary to comply with EDD regulations. ARTICLE XI Term This AGREEMENT shall be effective for a period beginning on the date shown in the Notice to Proceed, and ending on 35 days after the date of recordation of the Notice of Completion unless sooner terminated. Liquidated Damages 1. Time is of the essence. Execution of this CIP Agreement by CONTRACTOR shall constitute acknowledgement by CONTRACTOR that CONTRACTOR understands, has ascertained and agrees that CITY will actually sustain damages in the amount fixed in the Contract Documents for each and every Day during which completion of Work required is delayed beyond expiration of time fixed for completion or extensions of time allowed pursuant to provisions hereof. CONTRACTOR and CITY agree that specified measures of liquidated damages shall be presumed to be the damages actually sustained by CITY as defined below, and that because of the nature of the Project, it would be impracticable or extremely difficult to fix the actual damages. 2. Liquidated damages shall be considered not as a penalty but as agreed monetary damage sustained by CITY for increased Project administration expenses, including extra inspection, construction management and architectural and engineering expenses related to the Project and Contract Documents because CONTRACTOR failed to perform and complete Work within time fixed for completion or extensions of time allowed pursuant to provisions hereof. Liquidated damages shall not be deemed to include within their scope additional damages or administrative costs arising from Defective Work, lost revenues, interest expenses, cost of completion of the Work, cost of substitute facilities, claims and fines of regulatory agencies, damages suffered by others or other forms of liability claimed against CITY as a result of delay (e.g., delay or delay related claims of other contractors, subcontractors or tenants), and defense costs thereof. CONTRACTOR shall be fully responsible for the actual amount of any such damages it causes, in addition to the liquidated damages otherwise due CITY. 3. CITY in its sole discretion may deduct from any money due or to become due to CONTRACTOR subsequent to time for completion of entire Work and extensions of time allowed pursuant to provisions hereof, a sum representing then -accrued liquidated damages. Should CONTRACTOR fall behind the approved Progress Schedule, CITY may deduct liquidated damages based on its estimated period of late completion. CITY need not wait until Final Completion to withhold liquidated damages from CONTRACTOR's progress payments. Should money due or to become due to CONTRACTOR be insufficient to cover aggregate liquidated damages due, then CONTRACTOR forthwith shall pay the remainder of the assessed liquidated damages to CITY. 4. CONTRACTOR acknowledges that the quality and qualifications of the key personnel are important factors in this Agreement. CONTRACTOR and CITY agree that the services of the key personnel are a material term of this Agreement. CONTRACTOR and CITY agree further that the substitution or removal or change in role or level of effort of such key personnel may result in damages to the CITY, the measure of which would be impractical or extremely difficult to fix. In lieu such damages, CITY and CONTRACTOR have agreed to liquidated damages as described below: a. For any substitution of any key personnel individual before the end of the individual's Project commitment period provided in CONTRACTOR'S key personnel staffing schedule, CITY may assess once, and CONTRACTOR shall accept, liquidated damages in the amount of six (6) times the gross monthly salary for each substituted key personnel. b. Liquidated damages for substitution of key personnel shall be deducted from the next applicable Application for Payment or, if insufficient, shall be paid by CONTRACTOR upon CITY's written demand No liquidated damages shall be due under this section for any substitution required due to death, incapacity or employment termination of a key personnel. Modification/Termination No modification, amendment or other change in this AGREEMENT or any provision hereof shall be effective for any purpose unless specifically set forth in writing and signed by duly authorized representatives of the parties hereto. This AGREEMENT may be terminated with or without cause by CITY giving CONTRACTOR thirty (30) days advance written notice. Any reduction of services shall require thirty (30) days advance written notice unless otherwise agreed in writing between CONTRACTOR and CITY. In the event of termination, CONTRACTOR shall be entitled to compensation for all satisfactory services completed and materials provided to the date of the notice of termination. Non -Effect Waiver CONTRACTOR's or CITY's failure to insist upon the performance of any or all of the terms, covenants, or conditions of this Agreement, or failure to exercise any rights or remedies hereunder, shall not be construed as a waiver or relinquishment of the future performance of any such terms, covenants, or conditions, or of future exercise of such rights or remedies, unless otherwise provided for herein. Severability In the event that any one or more of the provisions contained in this AGREEMENT shall for any reason be held to be unenforceable in any respect by a court of competent jurisdiction, such holding shall not affect any other provisions of this AGREEMENT, and the AGREEMENT shall then be construed as if such unenforceable provisions are not a part hereof. Governing Law This AGREEMENT shall be construed and interpreted and the legal relations created thereby shall be determined in accordance with the laws of the State of California. Compliance with Law CONTRACTOR shall comply with all applicable laws, ordinances, codes, and regulations of the federal, state, and local government. CONTRACTOR shall comply with all aspects of the National Pollutant Discharge Elimination System (NPDES) in order to prevent pollution to local waterways. Failure to implement NPDES Requirements shall result in proj ect delays through City issued Stop Work Notices and/or fines levied against the CONTRACTOR. CONTRACTOR represents that the CONTRACTOR agrees to comply with all applicable federal and state workplace and employment laws including those that relate to minimum hours and wages, occupational health and safety, workers compensation insurance and state, county and local orders. Conflict of Interest CONTRACTOR will comply with all conflict of interest laws and regulations including, without limitation, CITY's conflict of interest regulations. Prevailing Wages CONTRACTOR's work is considered a "Public Works project" subject to the payment of prevailing wages. CONTRACTOR stipulates that it shall comply with all applicable wage and hour laws, including without limitation, California Labor Code §§ 1776 and 1810-1815. Failure to so comply shall constitute a default under this Contract. Further, all public works projects valued at $30,000 or more must include an obligation to hire apprentices, unless the craft or trade does not require the use of apprentices, as indicated in the corresponding prevailing wage determination. This duty applies to all contractors on a public works project, even if their part of the project is less than $30,000. CONTRACTOR and its Subcontractors shall pay to persons performing labor in and about the project provided for in the Contract Documents an amount equal to or more than the general prevailing rate of per diem wages for (1) work of a similar character in the locality in which the Work is performed and (2) legal holiday and overtime work in said locality. The per diem wages shall be an amount equal to or more than the stipulated rates contained in a schedule that has been ascertained and determined by the Director of the State Department of Industrial Relations and Owner to be the general prevailing rate of per diem wages for each craft or type of workman or mechanic needed to execute this Contract. The prevailing wage rates are available online at http://www.dir.ca.gov/dlsr. CONTRACTOR shall also cause a copy of this determination of the prevailing rate of per diem wages to be posted at each Site. CONTRACTOR shall insert in every subcontract or other arrangement which CONTRACTOR may make for performance of Work or labor on Work provided for in the Contract, provision that Subcontractor shall pay persons performing labor or rendering service under subcontract or other arrangement not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the Work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed in the California Labor Code. CONTRACTOR and its Subcontractors shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by him or her in connection with the Project. The record shall be kept open at all reasonable hours to the inspection Owner and to the Division of Labor Standards Enforcement. CONTRACTOR and its Subcontractors 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 by him or her in connection with the Work of the Contract Documents. Each payroll record shall contain or be verified by a written declaration as required by Labor Code Section 1776. With each application for payment, CONTRACTOR shall also deliver certified payrolls directly to the Labor Commissioner in the format prescribed by the Labor Commissioner. CONTRACTOR shall indemnify, hold harmless and defend (with counsel reasonably acceptable to CITY) CITY against any claim for damages, compensation, fines, penalties or other amounts arising out of the failure or alleged failure of any person or entity to pay prevailing wages as required by law or to comply with the other applicable provisions of Labor Code Sections 1720 et seq. and implementing regulations of the Department of Industrial Relations in connection with execution of the improvements or any other work undertaken or in connection with the Public Works project. PROTECTION OF RESIDENT WORKERS. The City of Santa Clarita actively supports the Immigration and Nationality Act (INA), which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (I-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. ELECTRONIC TRANSMISSION OF CONTRACT AND SIGNATURE. The Parties agree that this Agreement may be transmitted and signed by electronic mail by either/any or both/all Parties, and that such signatures shall have the same force and effect as original signatures, in accordance with California Government Code section 16.5 and Civil Code section 1633.7. (SIGNATURES ON NEXT PAGE) The parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this AGREEMENT to be executed in duplicate by setting hereunto their names and titles on this date of CONTRACTOR: CONTRACTOR Name: CITY: Address: Phone & Fax No. Signed By: Print Name & Title: CONTRACTOR's License No. Class City Manager of the City of Santa Clarita Date: Approved as to Form: Date: City Attorney of the City of Santa Clarita LABOR AND MATERIALS BOND Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California KNOW ALL PERSONS BY THESE PRESENTS that as CONTRACTOR AND held and firmly bound unto the City of Santa Clarita, as CITY, in the penal sum of as SURETY, are dollars ($ ), which is one -hundred (100%) percent of the total amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with CITY for the above -stated project, if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall insure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is hereby waived by SURETY. IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, this day of .20 CONTRACTOR: Name and Title of Signatory Signature Legal Name of Bidder Bidder Address Telephone Number Federal Tax I.D. No. SURETY*: Name Phone Number and Email Address Surety signatures must be notarized prior to submittal. FAITHFUL PERFORMANCE BOND Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No.P1021 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR, AND as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of dollars ($ ), which is one -hundred (100%) percent of the total amount for the above -stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. For service contracts of a continuing nature, the bond shall be in the amount equal to the amount of the initial contract term. Thereafter, the bond shall be in an amount equal to the annual value of such contract. The term of the bond shall cover the initial contract term. Thereafter, CONTRACTOR and SURETY must submit a new or renewed bond covering each subsequent annual renewal of the contract. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligation or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, thisday of .20 CONTRACTOR: Name and Title of Signatory Signature Legal Name of Bidder Bidder Address Telephone Number Federal Tax I.D. No. SURETY*: Name Phone Number and Email Address Surety signatures must be notarized prior to submittal. Fringe Benefit Statement Contract/Proposal No: Project Name: Date: INSTRUCTIONS: Fringe Benefit rates can be used for checking payrolls or applied to Force Account work which may be done on the above contract the hourly rates for fringe benefits, subsistence and/or travel allowance payment (as required by collective bargaining agreements) made for employees on the various classes of work are tabulated below. THIS DOCUMENT CONTAINS PERSONAL INFORMATION AND, PURSUANT TO CIVIL CODE 1796.21, IT SHALL BE KEPT CONFIDENTIAL IN ORDER TO PROTECT AGAINST UNAUTHORIZED DISCLOSURE. Classification: Effective Date: Subsistence or Travel Pay: Health and Welfare $ Trust Fund Paid to:(Name) Address: Pension $ rust un ai To:(Name) Address: Vacation/Holiday $ Trust Fund Paid to:(Name) Address: Training $ Trust Fund Paid To:(Name) Address: Other $ Trust Fund Paid To:(Name) Address: Classification: Effective Date: Subsistence or Travel Pay: Health and Welfare $ Trust Fund Paid to:(Name) Address: Pension $ Trust Fund Paid To:(Name) Address: Vacation/Holiday $ Trust Fund Paid to:(Name) Address: Training $ Trust Fund Paid To:(Name) Address: Other $ Trust Fund Paid To:(Name) Address: ication: assi Effective ate: Subsistence or I rave ay: Health and Welfare $ Trust Fund Paid to:(Name) Address: Pension $ Trust Fund Paid To:(Name) Address: Vacation/Holiday $ Trust Fund Paid to:(Name) Address: Training $ Trust Fund Paid To:(Name) Address: Other $ Trust Fund Paid To:(Name) Address: Supplemental statement must be submitted during the progress of work should a change in rate of any of the classifications be made. I CERTIFY THAT THE FRINGE BENEFIT PAYMENTS ARE MADE TO THE APPROVED PLANS. FUND OR PROGRAMS LISTED ABOVE (Contractor/Subcontractor) By (Name and Title) Signature City of Santa Clarita Form HC-50 FBS SECTION F Scope of Work SCOPE OF WORK Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No.P1021 City of Santa Clarita, California 1. INTRODUCTION/ BACKGROUND The City of Santa Clarita (City) encompasses over 70 square miles of land and has a population of approximately 225,000 and is located in the center of the Santa Clarita Valley, approximately 35 miles northwest of the City of Los Angeles. Situated within the "V" formed by two freeways, the City is bounded by the Golden State Freeway (1-5) to the west and the Antelope Valley Freeway (SR-14) to the east. Valencia Heritage Park is located at 24155 Newhall Ranch Road on the northwest corner of Newhall Ranch Road and McBean Parkway. The 17-acre neighborhood park was constructed in 2004 by Newhall Land and Farm and the City of Santa Clarita. The park contains three tennis courts, two sports fields and other recreational amenities to serve the needs of the community. The City desires to construct an additional tennis court that will meet the demand for additional tennis play. 2. OBJECTIVES The objective of this solicitation is to obtain the services of a well -qualified Contractor experienced in tennis court construction. The selected Contractor shall work closely with the City's Project Manager during all phases of the project. It is extremely important that the Contractor work closely with City staff to successfully complete the project goals and protect the interest of the City. 3. SCOPE OF WORK This scope of work is intended to provide a brief description of the project and is not a complete definition of what will be necessary to complete the construction project. The Contractor is expected to develop a complete scope of work and work schedule based on the plans and technical specifications provided. The contractor shall supply all equipment, tools, materials, labor and incidentals necessary to complete the installation of a new tennis court and associated fencing, lighting, landscape and hardscape, and resurfacing of the existing tennis courts, per the plans and specifications attached. The alternate bid item consists of removal and installation of new windscreen on the existing three tennis courts. See Exhibit A for plans and Exhibit B for technical specifications. The City conducts all Public Works Projects based upon the Standard Specifications for Public Works Construction [SSPWC], known as the Greenbook, edition 2018. 4. SUPPLIER RESPONSIBILITIES 4.1. Contractor shall be responsible for all final field investigations, measurements, and construction area management. 4.2. Contractor shall follow the plans and technical specifications included in this packet. 4.3. All construction work related to this project shall be performed Monday through Friday between the hours of 7:00 a.m. and 5:00 p.m. Any changes to work times and/or days shall be requested in advance and submitted in writing for Project Manager's approval. 4.4. Contractor shall coordinate all inspections and permits with the appropriate agencies. 4.5. Contractor shall request Dig Alert services to have utilities marked in the field. 4.6. Contractor shall avoid damage to surrounding structures, landscape and hardscape. Any damage caused by contractor shall be remedied at contractor's own expense. 4.7. Contractor must ensure all precautions for public safety are implemented. Any conditions that may pose a hazard shall be addressed immediately. 4.8. Contractor shall keep work site and staging area clean of any unnecessary debris. Contractor shall cleanup site upon completion of daily work. 4.9. Contractor shall dispose of all removed materials in accordance with local, state and federal regulations, adhering to best management practices for waste recycling and disposal. Contractor shall pay for waste, storage and disposal cost related to this project. 4.10. Final cleanup shall include removal of any markings, debris or residue. Project Manager or designee will approve of final cleanup. 5 . DELIVERABLES 5.1. Quality assurance will be reviewed and accepted by the Project Manager or their designee. 5.2. Contractor shall provide a one-year warranty period for all labor and materials relating to this project. 5.3. Upon completion of the project, Contractor shall provide design consultant with a set of plans with any red lined revisions to be included in the As -Built Drawings. 5.4. Upon completion of the project, contractor shall provide Project Manager any and all O&M manuals, warranties, CDMMP forms, or any other documentation for this project. 6. DUE DATES/SCHEDULES/TIMELINES 6.1. Within fourteen (14) working days of the Notice to Proceed (NTP), Contractor shall provide a detailed project baseline schedule indicating working days, milestones, major activities and deliverables to the City for review and comment. Contractor shall update the schedule, as needed. Any revisions to the scheduled shall be submitted in writing and subject upon Project Manager approval. 6.2. Liquidated damages in the amount of $250 per day will be assessed for days exceeding completion date. 6.3 Within fourteen (14) working days of NTP, Contractor shall provide product submittals for materials list of items proposed. Included are manufacture specifications and installation procedures. 7. REPORTS AND MEETINGS 7.1. Contractor and City project manager shall perform a pre -construction meeting onsite, within fourteen (14) days of NTP. The purpose of this job walk will be to: a) Identify the surrounding work areas and document the existing condition of those areas. It is expected that the surrounding work areas shall be the in the same condition or better at the completion of this project. b) Identify staging area for work site. c) Identify and discuss construction site egress. d) Subcontractor's list. e) Designation of key personal. 7.2. Contractor and City Project Manager shall perform weekly construction meetings. Meeting will be on job site and will discuss construction progress, schedule and upcoming work. 7.3. All communication will be between the City Project Manager, or designee, and the Contractor. 7.4 All RFI and/or Change Orders shall be submitted in writing to the Project Manager for approval. 6. ATTACHMENTS 6.1. Exhibit A— Plans 6.2. Exhibit B—Technical Specifications EXHIBIT A Plans VALENCIA HERITAGE PARK CITY OF SANTA CLARITA, CA T LINE SITE MAP A a NOT TO SCALE GENERAL NOTES SHEETINDEX 1 CST COVER SHEET 2 SO SITE PLAN 3 DP-1 DEMOLITION PLAN 4 DP-2 DEMOLITION PLAN 5 GO GRADING PLAN 6 7 ECP-1 CP-1 EROSION CONTROLPLAN CONSTRUCTION PLAN 8 CPS CONSTRUCTION PLAN 9 CRT1 CONSTRUCTION DETAILS 10 CD2 CONSTRUCTION DETAILS 11 S1 STRUCTURAL DETAILS 12 13 LI-1 LID LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION DETAILS 14 LID2 LANDSCAPE IRRIGATION DETAILS 15 LEE 1 LANDSCAPE PLANTING PLAN 16 LPD 1 LANDSCAPE PLANTING DETAILS 11 E-001 SV MBOLS, GENERAL NOTES&ABBREVIATIONS 18 19 E-002 E-101 ELECTRICAL SPECIFICATIONS ELECTRICAL SINGLE LINE DIAGRAM&LOAD SCHEDULES 20 E-200 OVERALL ELECTRICAL SITE PLAN 21 E-201 PH OTOMETRIC PLANS& LIGHTING FIXTURE DETAILS 22 E-301 ELECTRICAL DETAILS :CA 5 GLSNADLFIBEEIMMSD�A�TEELC BROUGHT TO TIE ATTENTION OF TIE CITY AND ES A THE WORKING DAYS PRIORSUATO THE THE DF CONIANDTRDC ION. RCRITECT TWO (z, OPERATOR, IN AUDIT A MANNE R AS TV P UP ON TTEE PLANS AGE FROM PAALABLE DUST, DATA, TIE I DAMAGE, C THE IONTIFFLAI IYALL DEAD FILL ENT*TEN o�hTODRs N1EI ToHE USEExcEPT AS DIRECTED AND APPROVED IN WRITING BY THE CITY ENGINEER. TW GINTGRATE)l ITALL CONSTRUCT TIE PEVCEOT IN Ul ENTIRETY. ALL ITEMS IF AFFECTED HIT 'y PICADDS, WEEK AS SHOWN ON FLAGS NHALL BE AS F DELN ATE' N 'PECFATN' ALL WORK DELNEATED N TIE SPECDCATON1 11ALT! BE AD IF 110SN ON TIE ALL UNDERGROUND 'FIFTY AND "14" 3-111GIE WORK 11ALL BE PLANE. I FILE CINT`AC`O' "ALL N OF " ALL " LTC I'M ASKS I AN 11 TO ITART IF ILANT OF WORK. CONTRACTOR 11ALL MANTON GTE N SEED FREE IONCTION CONTRACTOR UP FOLLOW THE NlRUCT.NG CONTAINED FEREN INALL BE OTTE, DEEP, GEMVED FOUR 11E STAFF BE LE 'ALLY DPOED IF A' A ISPRIED By TIE AFFECTED TLIy COMPANY NV.XED AT THE Al 11 LCENIED TO ATCEPT C_ MATEDEAL, IONTORCLAI WILL A HELD s OUT nwaR 2 IH CONTeACTOR STALL KEEP CON SITE FREE OF DEBRIS AT ALL TIMES. INS NEED G FFIE PRO' To PERFORM N ' WORK WORK PERFORMED WTHOUT CALL NO FOR 11, T HE CONTRACTOR SHALL PERFORM AL ERSPEOPH o N GO PASTED ­KFILLNG NIPECT ON "ALL BE RE L RATED AND INALL BE REM ADDS SOLELY AT T,E AND BRAD NO OPERATING To E ATIS IS , ALL `UBG`ADFl AND TURN NADES CONTRACTORD EIPENSE, INSPECTIONS ARE REOURED AN THE CITY PER THE FOP ALL �TEMI IF OONSTRUCTION AD INDICTED ON PLANE. A TY A DIRECTION TO. CARD. 16, CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND SHALL REPORT ANY RIBMENCRNI FESSOO THE OPENER AND AND —PE AND R'HALL`No''" THE DEGGRO ND`s R Pa�,SPEAK R 1, ALL NEW CONSTRUCTION DIs TO MEET AND MATCH EYISING, SEVENTY-TWO (T27 HOuas PRIOR TO START OF CONS NITURN. 11 ALL RUPPDXED PRIOR TOI AND PLACEMENT ONFI 'CEMENTSF CONTALLCRETE. IN P E TIED ND/OR 'A ALL LAYOUT AND FOGRING OF IONSTlICTION UEMI MUST BE REVIEWED AND 20, RADII SR ALL EIPOSED EDGES OF CONCRETE WITH 1/T' RADIUS FINISHING TOOLSPEGFER ON PLAN WITH A MEDIUM 1101M FINISH UNLESS SPECIFIED SAID AREA AT TIE DIRECTION OF ITTY ENGINEER BETWEEN 'CAP AM AND "' PM ON WEEKID Yl. CONSTRUCTION MAY NOT OF A EN T WT'OUT PRO' 'ONENT OF THESE IF ST, STIONI, A IS OHADNA PLANS EQUPMENT AND STELANO STAFF REMAIN IN THE DESIGNATED 25, CONSTRUCTION ROUTES ARE LIMITED TO CITY OF SANTA CLARTA DESIGNATED TRIII ROUTES. IRAD NO EARTH m'vN'bRRG`FRTMNHAVNT." ON `OWo LLD AFTER ITS TV PRESENT A AO TN`EPoMTA.TWFToN.'D US SEA 2C A FEES ON OR PERSON A A FALL BE DES GNATED To MON OR THE CONTROL PROGRAM AND To A SIDES NCR EASED WATERING AD NEI�IVARY TODN'SRCEENT NIMAI IF NICK aNVIlITT "HE NAMEANDTELEPHONE "ALL CALIFORNIA LICENSED IIRVEY .. .. H PROVDE CONTRACTOR _ DRAWING BASE FILE FOR IIRVEYGRE USE ° -, ..". 1 VICINITY MAP n UTILITY COMPANIES 111THEIN OR - - SCV WAFER CAUFORNIA GAS COMPANY NOT TO SCALE TELE. NO. (eaa) ,1,-11UU (ES) 29 -, P. - (ASN AG, UWiiA VALLEY SECUTEDION DISTRICT - VERSON c PANY - SPECTRUM DM CITY DEPARTMENTS PROJECT MANAGER GLEN D"FEE PRO(EZTgDEVELOPMENT 239 ENGINEERING DEFT_ CTy F 'SNT 4z �651 =T"D IAENIDVIIEIZ FAR UP D RECTOR OF RECREATION (562) 908-4288 EVI. 2301 (lll) 3-,000 (888) 389-2408 CDORDINATOR ITA ENGINEERING SERFACES AND COMMUNITY SERVICES CONSULTANTS LANDSCAPE ARCHITECT, HIRSCH AND ASSOCIATESINC, GUIDE A (,211gNEIM 1 40 MR, CHUCK FOLEY, LA 5567 IRVINE, CA MR,PMIKE REED EARTHWORK 204 Cy SOIL EIFFORT SCOPE OF WORK Q L0 = co w Z Z Q Q U [[ J Q w = Qwg Z W J LO LO Z Q v Q i N e7 DK�6�'e 2`9 �` 9� 1 i- ss 12- oQ2 v e of cnL`F Date: 12-24-25 Design: MH Job NO:2442 Description: COVER SHEET Sheet 1 CS-1 KKE�o�o�K LKK* of 22 d i \ \ U Z z \ z m •\ z a ° \ o w \ Fopp. a \ o o� O m� o •\ Project: LO s� U — � • LLJ Z �``PAOPEAr \. Q ENE LU G g fr \\ W z —J > N CA j9 F of cP�`F Date: 12-24-25 Ij Design: MH d Job No:2442 Description: w a�s�oa� � s � Boos I e3 14 moo ��zosw — — — — — ——---- 04 n<am�a°�w N<a aa,�w agas j SITE PA01EA,1 LINE PLAN j I I Sheet z of 22 DEMOLITION NOTES 8 'z DEMOLITION KEYNOTE LEGEND O OF PROTECT EXISTIING CONCRETE ACOURTD I.NCIETEIN PLACEITNA URFACING.. SURFACING AN STRIPING. 22.", SF O. AF OB EXISTING AREOAR LICIT PFOTECDEN PLACE. OF TREE. 1� ARE DISPOSE OF EXISTING CONCRETE MOW GUFR. FENCING, REFER ©E0I5TINA GHOS AIN LINK PENCE, xPFOTECT IN PLACE. U (9 Z z iO9 EKISfI NA RENC PROTECT IN PLACE. Z EAnING IFFIDATION READ, PFDTECTPNDTE�EPLACE. , 3 Q a ag � EIISTING IPPIAA710N MAIN LINE, PROTECT IN PUCEEIICTENG � 0 FPLAE OCATEIFFI INo IRR �.XLEAD,L A��. PROTECT IN o & o m U Q51 3 eA dS Aa< U `wawa � o w o� � z J HATCH LEGEND PROTECT Iiv PUCE. DE Q L0 J U zQ Q If U f— J Q LuJ Q (Y Uw g z Ln w z i N J) PLACE REMOVE SUU FACING MR D PREPCO'EACI Zy��.e s �. 'yam( N O � III AN OLD Ex ETINGNCRRICAnaN BEADS `An 12— oQ2 v I QEXISTING IRRIGATION VALVE P of A�`F c z� Exl>71ND IRFIGATIXN UTEFAL LINE Date:12-24-25 PEIsnNG =EWER LINE Design: MN EVIL ELECTFICAL LINE Job NO:2442 XISTING DFAINAGE INE Description: © EVIL GLEAN DDT ON GFADE DEMOLITION PLAN 0' 10' 20' 30' D Sheet 3 DP-1 of 22 / DEMOLITION KEYNOTE LEGEND /� • 'W:G _ _ _III •- / / / O EXISTING CONCRETE SDEWALK. PROTECT IN PLACE C ACNG_ SURFACING AND STRIPING,22195 COURT SF. ' o®EXISTING EXISTING LANDSCAPE, LACE i oC GN REFER TO i DEMOLTON NOTE H TH5 SHEET LEAF AND GFDB EXnNG AEGETAT FEMGAE AND D PD E DF EXITNOE:oN NDTE H THSTO sDEPTH DF ,e. FEFEF TD U O EXISTING TREE AND ROOTS PROTECT IN PLACE, DO RE T RE PARK OF STORE MATERIAL UNDER DRIP LINE OF TREE. z Z 0 � � - EXISTING AREA LIGHT, PROTECT N PLACE � a ° s v / OP EXnNG DRANAGE GRATE PROTECT N PU.CE 0'4 FEF To ERos oN mNTROL PLAN FOR eMP PROTECT ON Q N da RE E�RBA AND DSPDSE IF EXISTING CONCRETE MDW A P o pAAo 2 \ 0 � 11 NEW D60H GH NEMPORARV CONSTRUCTION FENCING REFER 00 RP Fo oT I� _ TO EM TO NOTE B TH5 5HEET 0 0 �p p @ REMOVE AND DISPOSE OF EXISTING RFGATDN HEAD, Q x u cur EXISTING u.TEFAL ENE. 0 CUT EASING MAINLINE 13 1 CAP U u n¢ A �O CUT AND REMOVE D DISPOSEGOFE CONCRETE CORN HOLE (� RE RE WER LINE.N Xo; I` JJ _ O 0 REMOVEE AND DISPOSE of CONCREEXISTINTE SEWER CLEAN ouT. y s s DAeDs � � ®EXISTING CHAIN LINK FENCE PROTECT IN PLACE Project: EXISTING BENCH, PROTECT IN PLACE. 2 \ _ _ XISTING CONCRETE MOW CURB, PROTECT IN PLACE. STING IRRIGATION LATERAL LINE. \� (P EXIISTING IRRIGATION HEAD, PROTECT PROTECT O PLACE. APLACE. Q LL LL LO Ex Q IS \\\ -� - pLACENG IRRIGATION REMOTE CONTROL VPLVE, PROTECT IN a I F w ` -� Q IEMDAE AND DISPOSE Ea EXISTING SEWER CLEEXISTING 4 AN G SEWER < U of rrYY JQ A P 2� 12 EXISTING 4" AIDS SEWER LINE, PROTECT IN PLACE, Lu A 3 EXISTING SEWER CLEAN OUT, PROTECT IN PLACE. \� W 12 U U HATCH LEGEND ; N J) i ,3 IS � � 12 /7 ISTING CONCRETE. PROTECT N PLACE - XISTING ASPHALT. PROTECT N PEACE- \ 12 CLEAR AND GBUB EXI TINA VEGETATION. 11 cover GPeOFOc EureFs,INOGco ceETEn A HFCATNC ETE NEW COREMOVERFACINGCIAND STRPREPCCOURTSFFOR 5U FPC NG AN S PING EXISTINGD IRRIGATION HEADS , i- 9 P of cPCEF O ` \ \ .- _ � — — — — EXISTING IRRIGATION VALVE IRRICATION Date: 12-24-25 Design: MH EXISTING LATERAL LINE Job No: 2442 12 EXISTING SEWER LINE F � — -- — EXISTING ELECTNIA LINE Description: � � � o 2 '--F 00woo D RAINAGE EXISTING SEWER LINE DEMOLITION owo PLAN © EXISTING CLEAN GUT ON GRADE 0' 10' 20' 30' j) D P-2 3 U � r w _ e a t, o c w w °3J J _ sir OR A� \� 2 :i A THANuE aass csloaE11 of A —KING 1 HALL NOT ER A Ts T . 5, (CBc „B 1o3�j P i 00 MY `s suRFACEs B B LL4L. <»T ma Hl � Ary 9, <A , f r, 5t r c41 � � O 66 it LL 9B }` s AOm „A1 YG AG A A ACT � �. \\ RD is 5 FD `' Tee '\ 1,41 25 ,C v iTO E r �r s 4 GRAZONTAND RRA NOTESSHALL EPTHS OF VERIFY ALL SITE CONDITIONS, UTILITIES, PRIOR TO START OF VDALLS, DECKS, RAMPS, CRRB PCCT_KSTO AND EOSABARD, CONCRETE DRIVES H ALL UBCREAANDF AINDICATED SOA OADN EPNTSHS S ALL FORLOCATIONS AT WORK, FOOTIN A GRADE FILL N L SRAEy RY FAR A. FETTER DE TO LCONSTRUCi CONSTRUCTIONPLANPLANC FORAFURTHERP INFORMATION.OF DPIAN. I MPOPT OR E'POPT is e CCOMPACTON OMPACT ON, FOR ALL LANDSCAPED AREAS SHALL BE 80. RELATIVE 7, CONCRETE SLAB AND 1ALK A GAS PROPOSED TOPIECE VE F LIT SHALL BE SCARFED TO A DEPTH OF 12 AND COMPACTED TO 90o PRICE TO PLACEMENT z Z OF FILL Z Z 4 O 8 TE SLAB AND 1ALK AIIAS PPCIASED FOR CUTS SHALL BE SCARIFIA D DEPTH OF 12 AFTER EXCAVATON OF CUT MATERIAL, AND COMPACTED TO X go'. D A, IF ANY EXCESS FILL SHALL BE SPREAD ON SITE. AS DIRECTED BY ENGINEER. AT �f NO EXTRA COST. U E'-� 10, ALL GRADES SHALL AFFORD TITLE 21 ACCESSIBILITY. 0 u F '0 Q u 3°$i _ u U � z J Project: 0 Q LLO Q = co HATCH LEGEND ILL () ROY ' PLANTNG AREA (SHRUBS & GROUNDCOVER) J ZZ U < Q B THICK REINFORCED CONCRETE J Q 4 THICK REINFORCED CONCRETE CC J f— J Q TREE Q 3Lu g EXISTING PROTECT w LO L0 Q J Z Q Q A. EARTHWORK 204 CY SOIL EXPORT i N J) „<n—g rz 1 1 ss 1 z _ oPi v e of cn�`F Date: 12-24-25 Design: MH Job No:2442 Description: GRADING PLAN 0' 10' 20' 30' j) aE, GP-1 _..-..-..-.._.._.--.._. -. -. _. ° EROSION CONTROL NOTES STALL EF N <°M°AMANIE All ,AE PE1010�PEMEMs �aMP A 10t�A A MOM-1- AT AFT �TNF, ED ® AL. MUMNINI .1 FIT OF 'HE 1.111 AAFEPNM aE°IFN1-L PE PE°101E10 AAIN�EP rvNM 5PE °5 E.1EE10 Al 10F EASA -IFINA IS' oA M10AEAL °FUEN F MAESTEM W 5N. PERSONNEL ME 5LE NEM A, ,AE EN10 z z z a o III A ° o aaEF,aaLE,o,NE 10,r. REL�EM ONTL �, "OF OP 10,AE =uL ,ur�10NE °FPI'llEP �L G N� NO of ,AE WI A AREA. AS NEEESSMRr ,° MAMAN ,NE CA105, 0 u METH.D1 MAY EREAEM 510E ML10wN°. R, o o / p 5o EE°rv:�`TA5 Q 3 ER10510N AN10 SE "G �N ROL wore° AN105Ra<L FIN P AP`M0E— EwN. F 510E M5 uAA' MEE,S ore E.�Em510NE . A wAs,E os<N,O,M 10EMESA NMMMEA rim 5=uED M.,NE S,A,E —Tl AEIAOAOES �ME.L MO,wo A 11e) 10RM w n g O I'll NP°ES UN _ER N PRN asvP°PuAai�M a� MPFEEME10, 101 AS MRE Ey TPE S FIT THE AT ST PERMIT NOLDER s~.LL ME S,waMLE wnN EOO�PMEM µo woROERS E10R EMEROENL. U u "a A wore° A, wL,�MES 10NMNO,NE DSN.'WOUN. NE,EssF, VE,SLA s�LL ME —M,LED A, n o CMENTONa LOCAL N5 ON 510E T10 F L"' PAP�M 10°H=<aoOT�10N A w10MEN,�OE °F,EMP10A N , 10 E110510N aH10 sE10�MEM r10MP LS.,EMP10M ERO5�10N AN10 SEM�MEM 'D NLIS 5_L �NMST 10n a y 10 - SID NAT LgTE10NUFFURF s NGAF CLB ST TKIN10 MESlAE5 NECE55�.,10 PAaEM. - ¢ SEM�MENT,R.N�10MTME1ASUFN,10 P-S NS °MARE°o° PEA FIS, 510L,1M1011,N EaoroM AT I o ARF,.S ,�, YLL RE°E�uE �MM10osRu III ae,� p�6 OF TH� TAM E . .,., NO ON 10a101010NM SNLL 10E LMREM, FFMaEp'µ10°FaELI N �° SEMMENT roMAOLS 5Ao<L ME MP MEMEM „ R,; T <T A MEEN Project: u5 Rs MA. N L DE MM =~wL N� ME LMRED,o. 12EDN �N10 M 5. ,5 M L, NM DNS. BEM MEAMS 5 M,10 LS FMEA A°L 5 FILLED .° ITMN 5L, �N� THETA M E � UFNE I �N ERME�10N DUE HALL ME RC�M,10 PR SEA K ,AT10N P'NM,AE A A N10 U-1 o EP105ON AFDA ° D °o°IFIAa o�a� L'�=`=; , ��E10 E M5° m Q 1-5 MI 111DET1. 10 10a, AH —1- ANTE FLED °a�,E.N° °1010L10 n101, ASTEI ooM�.L°E �11 ENNFONM�FTL.IINmK All., w ACATIMA a A 10N NNT o 5 °A PAN S A ,S 5P10 10N ,� 5° N M co PPP �PL�LE, NFL A N ° PA10A T10 A AAN E M �° BE TPE �° / TAAOu10N10M,AERAN.SNOT 5M FAM�L EM°ESSNNL° � Z co �N PPME 10MRN10,NE 10A.5�ON A �oM wNM o5 N. T 10N N MMEN 10 AN10 NM FR ruF�ONS Fy U ° ,AE EM N10N ,10� I'l DST a�R Ea.° �, 5 M °aPoR �M w Z L� EMIE E C3 Q Q 10 DAETL.AMMRE55,NE--ASTER 101ATE M 10RErEo ITNOEM � 101E N5T LEM Q U / T10 EREUEM MNM AN105EDMEM ER10M MENO,Ak°E' 01 o; E M E M uE a„a',� aR10ONo � � Q ° W Q SYMBOL LEGEND ABREVI ATIONS CDFAFL MEDiOFM FND oEM- FROM ENTEreirvc D10wrvsREw AS wS "5 wm-EYS sm , , Stabilized Construction Entrance/Exit TC-1 5T10AM DRAN SnTEM MP5. SurR A5—1/ARA„EL AAO5. PMER MOLLS. FILTER aoTA ETO.,o,RE �l w U U r°NSTITrT�°N FNCE =,°AM WATER FAN UEMEM M5°r�A,�ON- Z Q M,A<MOE METAL A. ,ASS SHEET. P DART, °`E ANM PP°TF<T�NO A105ALEM PP°PEM�ES 'No EERM�T HOLDER FROM NI5 1E1E10NAOLNUE1 OF ,ABM 510E J O Z t_, ZDM ELMS I �101H_ M.^E S _ AND AS_F_ ,A 11FIZ F^EMML10N10 METZEN > c�� < °°aL "TN'-Q The Following BMPS Must Be ImplementedFE U° w�^°^° For All Construction Activities As ApplicableAS I`— ON CUNIPCLET,N'STE ueSCOLET A°sE°°M uSM. T EFF EROSION CONTROL NON-STORMWATER MANAGEMENT of io EN. EUFEFMEIIED uEA1— 5HALL �E PARED AT ,RE PACE of xHES EOA10cAADEs of s.N EDE NECI SCUEouLIND TINES cREnTEaFLA 5`1 NIA TEMPORARY SEDIMENT CONTROLLE HAFFLNGSIFEAGATALLEASBLMHESFOYFFTEFUNTRNMEC'FNTTU, wASrEILLIAT oD�/�svIF TE10. iF APPucaLE. AND 5RALL ME L—ED — FROM STIEE,s AND ARE—xGRAVEL eno BERMNSI— PAGALEEUUN CRARR STALL 3E C SET— sREET rnEEPiNc Arlo vAcuuMiNcEEUFLEANDENURBENTILEANI- E 11, EIFEN y FRI IOEs ITALL ME FEES—NED AT ,uL 1-1 INILUDiNc xcEss ,o NUSHIFAmc WIND EROSION CONTROLANDI�ZAND 'E" w�ND ER10A10N ONTR10L CDRIN. CUMA M MwNTEN PR10PEM Date: 12-24-25 TEMt - —ER ,A'HE` NOES, r��rAL SL MAaN 10A M,0� wA,EA E1010A5E T10 <A111 5101ENLI E Design: MN Job No: 2442 l� ousr CONTROL =°aaF<5NA°,10,Rf5A, °I� Description: IA FIE FFAIEFFIFN AT NL, NET �N °A1010AE55 TED ANM MAMANE10UND 'A oN ,A 1A FILL A NFU- F"F D AF UT 10PERAT10AT DUST. DUST REDUCING MEASURES WILL INCLUDE. S EROSION REGULAR wA ANG OF GRADED SURFACES T10,AE DEPAA,MONN 10ERP10ML5 wMRAS E10A APPR10AAL 1E1510N5 5"ALL 10E CIUMF,L.51010MNTE10 CONTROL MILT FENr E.11roNs,RU��10N �NCEnrroRA L�M�TS C E PON EF DEEMED NEOEM. ^O AESESAW 11UT10 M,wE o�.NOES Al MODIT-10NM10 TN�M PLAN EEDSTUA (PRccECT 5„E) ROADwAs. AND REGULARLY WATERED w w r FE-- 10 PA10TEATE1 U—ND REGDL R DPERATSD CREATE Sheet 6 so FENCE WINDDYSCONDIiIONgINSPENDED DURiNc 0 eOnLE —'20' 30' uEA� CONSTRUCTION SITE ENTRANCE SILT FENCE ECP-1 Of 22 NOT TO SCALE NOT TO SCALE HATCH LEGEND EXISTING CONCRETE, PROTECT EXISTING TENNIS COURTS, RESURFACE AND COURTS, PIC 1111 SURFACING USYSTEM. COLOR RDCOURT �BE LIGHT BLUE C) CONSTRUCTION KEYNOTE LEGEND O NEW 6HIGH TEMPORARY CONSTRUCTION FENCING, EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE © RESURFACE TENNIS COURTS AND OUT-OF-BOUNDS OVER EXISTING CONCRETE. (22,195 SET CONTRACTOR TO VERIFY AND REPAIR/FILL EXISTING LOW POINTS MAITER ER ER MANUFACTUR RE.0 EXISTING CONCFEBTE DMOWP CURB. PROTECTEN PLACEREMENTS.L(3330 SF) 2O EXISTING LANDSCAPE. PROTECT IN PLACE, MATERIAL UNDER DRE AND IP LINE OF TREE IN PLACE. Do NOT PARK OR STORE EXISTING AREA PROTECT IN 2� EXISTING DRAINAGEH OWE. PLACE PROTECT INPLACE U W 2� EXISTING RENC , PROTECT IN PLACE. z Z Z R APPRovAL EXISTING CHAIN LINK FENCING, PROTECT IN PLACE. Z ¢ W E o Q OF a U 0 w F �°0u D Q u 3 mA ' dS w_y= 2 U u "¢ i CONSTRUCTION NOTES 0) p ° � Z J HE A IETY . I 2 T-26 ONDAF.IlPK o P� S D 13 TONS CATONS AND DFLIBATED IN s L lElITIDB Project: LL DMENI ODUND UTILITIES PRIGR TD ET R No, RYTUSA ALERT ® MCE 22 GD <46, HDURS o 3 ALL WORK SHALL °COMPLLY WITH THE LATEST EATON ONSY O 'TILEE24°ACCESSa AND REOUIRE°EINTS' ANDA THE CC CC g DNSTRUDTDNTANDARD al KEDpDDBIONS FARING STE11BFREEIC °aF DEBRIS a U d UJ z w s AT ALL TMES Q U ALL CONCRETE SHALL BE SULFATE RESISTANT AND (5 < SHALL CONFORM TO TIE DIEGO 'E.ENT OF THE ' � DESTINEMM aNOASNo°oR ooPEORE°o'ERDEC p°" ALL J Q ICONCRETE FOUR INCHES TH CKGSHALL BERTYPES 1 Lu Q F D A EQT�DAAND OR SUPPORTED PRIOR TO LD Q U g . LEE PLACEMENT OF AND E w U U I w T PEBORM AL EICAPATION. COMPACTS BACK FI G z L Q z ° E A Dc OPERATION TO FOR AT H ALL SueLI" J LO Z = GRADES AND FINISH GRADES FOR ALL ITEMS OF y U Q V Q , coNSRucnoN ns INDICATED ON PLANs. "NTPA'T" TO ILIAP SITE .1 ALL WIFE AND o a SHALL MwNTAIN SBITE m wEBEE coNDInDN GRASS> N DURING CONSTRUCT AND RL ,G DAYS DETwEEN SPRAYING FROM SITE PAL SITE ALLOW ow D CONTRACTOR SHALL PROVIDE AL SURVEY CWORK 'ALL ONENIEI'A ,a ALL LA1 HU SAND F AMDNA OF C ONSTCT DN APE * _ — OQ� CON—ICTTANDDCITVAINSPECTORV PRIORUTOMDS 9e of CPCTF� U cDNsreuc IDN „ RADIUS ALL RADIUS FINISHING EXPOSED DEDGES OF CONCRETE WITH ,/z' �z ALL Date: 12-24-25 12 A", SPECIFIED WITH A MEDIUM BLOOM HNISH. E"" Design: MN 11 ALL CONCRETE wT EMTOINMEB oaNRIVE PPCsNCESHALL BE°a`R,REK Job No:2aa2 Q� 14 ALL WORK SHALL COMPLY WITH ALL REOUIREMENTS OF Description: BEGIN��' TIE CAL FORMA ORGANIZATIONAL SAFETY AND HEALTH ON ,S ALL NEW RCONSTRUCTION TO MEET AND MATCH CONSTRUCTION EXISTING, PLAN � 0' 10' 20' 30' "LEa.. j) Sheet 7 OUT OF BOUND C P-1 TO B COTURF CD DE COD H RDCDDRT ���~ SURFACING SYSTEM, CAL TA BE 4 -ALE , _,o 0 of 22 MEDIUM GREEN. CONSTRUCTION KEYNOTE LEGEND '111 1TI UR O WiHS MED LESBICCE FR00MMED UMR ROFOMCFO DEi REFERS OEEDEiADLR SFLEEWORK / v 0 O3 MEET AND MATCH EXISTING CONCRETE, PETER TO DETAIL E. SHEET CO -'I. O4 CONSTRUED W GONTL HINT. W TCAL AS SHOWN ON PLANS. REFER TO DETAL D, S NEE CONSTRUCT NEW EXPANSION JOINT, iVP CAL A9 SHOWN ON PLANS, BE � I REFER TO DETAIL C SHEET CD 1. ` 3 BROOM FINISH. REFER TO DETAIL F, SHEET ID— CURB W/ MEDIUM is ^ 0 NEW HIGH TEMPORARY CONSTRUCTION FENCING, J W z FENC�G REFE, DETAIL 1 PSHEET S-1. GALVANIZED HEEL GRAN LNK z z 9O CONSTRUED 5 WIDE ACCESSIBLE FENCE, REF GATE AT iL , SHEET 9 GAUGEA GALVANIZED ST EL BE CALVANZED SHEEL CHANNL NA FENCES REFER RTOOREETAL JDETAIL HSH EETCDDi. Q OF Nag 5 + IXINSHRUCT 10' WIDE MAINTENANCE ACCE S GATE T iD GH 9 GA GEOF 'z U • 11 CONSTRUCT 8'k12" CURB AT CHAIN LINK FENCING, REFER DO DETAIL G. FEET CD -I. OF 0 U o 0 a U THERUNNING SLOPE WALKING P SONSTRUC T NNIS CURT WTH PIC EDALL COURT OVERLAY. REFER TO � N J , ¢ BE STEEPERTHANaALLwE2 THE . Do oEDaLS A.T B.EAND c,osHEETICD-e. KL ''d ° 3 G dS w as + STEEPER THAN L1 -48 �� F�'>� - O PROVIDE AND INSTALL TENNIS COURT NET. REFER TO DETAIL G, STEED CD-2. y ZZQ AG 11B-403.3) 0 14 PROVIDE AND INSTALL 6' LONG BENCHES, MANUFACTURER: OUICK CRETE U a G Z , 2 ` CDORP. MODEL, URER 501T072B COLOR: PRAIRIE TAN. LIMESTONE FINISH, INSTALL 0 N O PPE 5 SPE HFGC4 ONS '' 3 WINDSCREEN,MANUFACTURER: Z OVIDE AND INSTALL 10 COURT ` NJ.P. SPDR S. MODEL: / ,CLOSED MESH. (BOD)]]3 4657. h ° 5a e p .4 �RAREOLANDSCAPE S. a Ex SHNGCONc CONCRETE SIDEWALK, PROTECT I PLACE Project: CE ND INUDI vg HO,14a 1@ RMRYLRC PATCH BINDER PER PC NUOFACT�EROREOU REQUIREMENTS. (3330 CONCRETE 122.1 '5 E, CONTRACTOR TO ER AN SPAR/FLL EXnNG LOW POINTS Y O 6CONCRETE CDFTS K C: 14 0DW PONDSDD RE FREED WTH SEA 3.330 Q o � 19 EXISTING PARKING,PROTECT N PLACE, G EXSTNG CDNGETE Mow CURB PROTECTPLACE,< Z M 2� EXSD NG WJDSCAPE PROTECT N PLACE a EArTNG DRNE AND RooDS PROTECT N PULE. DO NOT PARK OR STORE U-I Z O R UNDER DRP LNF of TRFE (3 Q Q h EXISTING AREA LIGHT. PROTECT IN PLACE Q (� A, ExSDNS DRAINAGE GRATE PROTECT IN PLACE NEW LIGHTING PETER TD ELECTRICAL PLANS - Q O B E15TNG BENCH, PROTECT IN PULE, Lu Q 13 2� EXISTING CHAIN LINK FENCING, PROTECT IN PULE PPIVIE AND NSHALL TRASH BECE PTACLE MAN UFACDUSEP DUCK CRETE 12 CE. MODEL: as Ps2B42W WTH LD C2s (STEEL AID N COLOR) LOGO e 'z - P . INSTALL PEP MANUFACTURERS SPECFraT GNs on 1 EsrOE FINISH. To BE PPDVDED By CiY. URN To BE PPAPE TAN LM A I P' z LZ Q W LC) l > N c) 2 K 8 b0 6 I 9 11 1 \\ 6 sn 12 _ 5 j rO/ I 9 P o Fo 21 prrraar<.a. Date: 12 24-25 HATCH LEGEND PLANDING AREA (SHRUBS & GROUNDCOVER) ` B" THICK REINFORCED CONCRETE 4THICK REINFORCED CONCRETE EXISTING CONCRETE, PROTECT EXISTING ASPHALT CONCRETE PAVING, PROTECT EXISTING TENNIS GOURDS, RESURFACE AND RES7RIPE Design: MH Job No:2442 Description: CONSTRUCTION PLAN 0' 10, 20' 30' j) C P-2 #4 REBAR • 18" O.C. �3 REBAR ® 16' O.L. CENTER IN SLAB. BOTH WAYS. FINISHED BOTH WAYS. CENTER CLASS II AGGREGATE r COMPACT TO 95% IN SLAB. FINISH GRADE BROOM FINISH. SURFACE VARIES �" RADIUS- I rMEDIUM " RADIUS- FINISH GRADE ALL EDGES SEE PLAN ALL EDGES 2"zc��� � PLANTER 2" 3" 3" PLANT E a aE e v "'SCARIFY TOP 12" OF SUBGRADE & COMPACT SUBGRADE i0 95% 4" REINFORCED CONCRETE 6" REINFORCED CONCRETE A B NDT TD SGLE NI TD SdLE 12"W X 8" LEGEND CONCRETE MOW CUR 1 EXPANSION JOINT. 2 EXISTING CONCRETE, SHRUB PLANTER AREA TENNIS COURT O3 DRILL J"O HOLE G" INTO EXISTING WALK, EPDXY DOWEL INTO SLAB. 4 SUBGRADE COMPACTED TO 95%, 5 SPEED DOWEL. 6 18- LONG #4 SMOOTH STEEL DOWEL 24- O.C. 88 fi"x8"-W4 x W4 WWF IN CENTER OF SLAB. NEW CONCRETE WALK. 2" 6' 8 el s, E E CONCRETE MEET & MATCH E NDT TO SGLE 2" GATE FRAME WELD ALL CORNER CONNECTIONS GATE POST MID RAIL SEE PLAN VIEW ENLARGEMENT INSTALL ADA ACCESSIBLE SELF CLOSING HINGES. TYPICAL. 2 PLACES INSTALL BRUSHED ' STAINLESS STEEL KICK PLATE. BOTH SIDES OF GATE PER ADA REQUIREMENTS BOTTOM RAIL AIL .. ­, ''POSTS 5' O.C. FINISH SURFACE• BROOM FINISH TOP 1 /2" RADIUS i- �/CORNERS. TYP. FINISH GRADE 5• '.;:'Has S ��R�BAr£\\ (2) N4 �\ 3" CONTINUOUS CONTINUOUS 24' O.C. 95R COMPACTED SUBGRADE 1/2" THICK FOAM OR FELT EXPANSION JOINT TOOLED EDGE W/STRIP LAP. REMOVE LAP AND CAULK JOINT. 1/4" 1/4' RADIUS MAX 1�2 COLOR i0 MATCH CONCRETE. TOOLED EDGE #- 1/4" RADIUS MAX\ II OR SAWCUT \1 # - - - `PER PLAN a PER PLAN _ - - IIIII IIITi�I III II III=1El 44# F all='I 95% COMPACTED REBAR PER DETAIL A. 95% COMPACTED NATIVE SOIL THIS SHEET REBAR PER DETAIL A NATIVE SOIL HIS SHEET is EXPANSION JOINT NDT TD =GALE C CONTROL JOINT NDT TD SCALE z Z z Z a FENCE POST U, L o b 6 BROOM FINISH TOP Q U 1/2- RADIUS 0 � w 12" CORNER SHRUB AREA Q G 06 w L a e" 1 L) u71 m o N o3 \ 90% COMPACTED M ACTED �_ Z N J 'CLR POST FOOTING, REFER TO SHEET CD-3. 6" x 6" MOW CURB NDi i0 SGLE F FENCE CURB NDT TO SGLE G 2" GATE TOP' RAIL GATE FABRICATON. INSTALLATION AND OPERATION TO FRAM 'REFER TO PLAN FOR DIRECTION OF GATE OPENING CORNER :REFER TO CHAIN LINK SCHEDULE FOR PIPE SIZE CONNECTIONS KI K PLATE & ADA LATCH TO HAVE A BRUSHED METAL .ALL CONNECTIONS TO BE WELDED. .ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH -GATE POST ♦�♦DOOR ILA CH ROO��� 9 MID RAIL AS �AAAAA>AAAAA♦ -2".2". FABRICATED GAUGE CIA NEEDED I S EEL MOUNTING LINK FABRIC PLATE MID RAIL - FENCE POST SELF CLOSING > 1/4" STRIKE BORE INTO ELL & HINGES SIDE CLEARANCE /FENCE POST FOR 0 STEEL ELL STEEL ELL. WEUD-/ LATCH BOLT TO FENCE POST TO FORM STRIKE EDGE ­ INSTALL ADA ACC SSIBLE GATE LATCH, BOTTOM RAIL P 0 PHI ADELPHIA LEVER COMMERCIAL DOOR ♦��� FUNCTION. TYPICAL 161 DOOR PREP.GATE MANUFACTURER/ CONTRACTOR TO PROVIDE ♦ ����� AND INSTALL NECESSA MOUNTING PLATES AND To HA DWARE MOUNT LATCH SE AND STRIKE. M&VIMUM 5LBS PSI TO 5' WIDE ACCESSIBLE PEDESTRIAN GATE 8NDi i0 SCALE CONCRETE COLIAR "o4TD POSTS 10' O O.C. INSTALL 3/8" DIAMETER GALV. STEEL SLEEVE 9" DEEP FLUSH WITH FINISHED GRADE i0 ACCEPT CANE BOLT. TENNIS COURT A NDT TD SCALE ,D NIL VI / ,.- RADIUS EDGE. TYP. RMERCOLD IOINI N. REBRR p X4�0 FINISH SURFACE t,2 T olElTE BASE COMPACT TO 90XT--- -- --- \ u ]- WASHED PIASTER SAND N4 REBAR CONTINUOUS. ttP. 12- 12-+ RN RIM TOP 6' OF SUBCRAtlE D COMPACT TO — PRIOR TO PLACING AGGREGATE BASE. THICKENED EDGE NOT TO SCALE D SEE CONSTRUCTION PLAN FOR FENCING LAYOUT STRIPING TO BE 2- WIDE, WHITE ACRYLIC PAINT. SUBMIT SAMPLE FOR APPROVAL. OUT OF BOUNDS AND PICKLEBALL COURT SURFACING TO BE DECOTURF / DECO HARDCOURT SURFACING SYSTEM. COLOR TO BE MEDIUM GREEN. ry — zT CENTER J� ry NARK PICKLEBALL COURTS. 4 TYPICAL. SEE DETAIL C. THIS SHEET. SEE CONSTRUCTION PLAN FOR FENCING LAYOUT PICKLEJBALL STRIPING TO BE 2- WIDE, YELLOW ACRYLIC PAINT. SUBMIT SAMPLE FOR APPROVAL, OUT OF BOUNDS AND EBALL BED COURT SURFACING TO BE EALL i llc DECO HARDCOURT SURFACING SYSTEM. COLOR TO BE MEDIUM GREEN. TENNIS COUR . SEE DETAIL III T TTHIS SS SEDETHIS REALi EHND 1IullIlIM�M mIim TENNIS COURT SURFACING NOT TD SCALE @ PICKLEBALL COURT STRIPING NOT —TO SCALE C 1/2' Du. —T. NO.C.e�DEEL Smv u IK C"'TE ,ENNLB ,. REIMR.,. DR DDw 10 ML VISIAH. t r. y. REIMR DM xR :• Ru C W—,�OMTIM6E. TENNIS COURT CENTER SECTION E NOT TO SCALE .1 Nu[RE,E ,DULxw10E 121 .STRIP PE— CAP OLgt ,EuOF LxTtx FENCE P D �y4PIGroRBAa N a O.C.y4EREBAR CD W 2wUs C R � r4,R-R&,' 1p y4 REBAR "T'"yOUS � \ D us ER SAND RErtR TOREBIRsxEET111, ACD--.. \suRCC .s 9zt —REm E sLAa ND1 of —E TENNIS COURT EDGE F NOT TO SCALE IDs T IuGIxTO N'S SSIC'�EiS� INDERNI RElu P0 �RENWABLE) LOOP AROUND NET / NET (ACING BAR w ER ' ,O M D <M J)Y COURT SLAB L 4' CIASS 2 ACLREMTEER BASE. COMPACTED TO RSIT /1 ,2' . t2' z tI' CONC EDWARDS 90S COMPACTED SUBGRAOE J 24- DN NEOTSTRAPITANCHOR 24- DN. TENNIS COURT NET AND POSTS NOT TO SCALE Q L0 co LLI Z Z Q Q � U EE J Q Lu Q Qwg z w z i N 07 �A�G�F 1 1- ss 1 - 2 v e of cA��ao Date: 12-24-25 Design: MH Job 1\10:2442 Description: CONSTRUCTION DETAILS Sheet 10 CD-2 of 22 STRUCTURAL NOTES GENERAL CONDITIONS AID SALES OLD N�IP ERP DO IT IT I ERIC ME DO I I "�'IIDAPULI�A`L� DIALED III DROP EEL REINFORCEMENT DEA E LEx'TER. TEDEASE RMlrvc IIALL LIST 1. PILL SE ITER.EHATE DEASE DS'1'lT%AlA`E`I' & IER-ElALI y SE BASE III AID IN'IURN OP IS=PRE OR DE "'ELDERS 'ERT ER CONCRETE I wLlr IS ULTIMATE ES ATE REIRRE 1. YOU uTwe RNISR PROU asE%l11 SEwIlNSTiEwixE woaKo`�` FOUNDATION W wrvuEwrnnory e LTMIs ME ITS #a TIP LATERAL PEAR MORE �O TURIE �xT, xoMPAxTED RLT, AI UIRE4PCI TO, 4 #. OOTl AIIA, PROM DO TO IS CHAIN LINK FENCE SCHEDULE FENCE HEIGHT END POSE LINE POST DATE POST DATE FUME TOP MIL MIDMIL &BOTTMIL OM *OF MID" CLASS FIG. DEPTH FTG. DI&. POSE SPACING TO 10'HIGH 4-1/2"O. D. 4-1/2"O. D. 4-1/2"O. D. 2"O.D. 2"O.D. 1 1 SEE DETAIL 3 18" 10'0. C. CHAIN LINK FENCE MATERIALS NOTES. CHAIN LINK POST, TOP RAILS, MID RAILS AND BOTTOM RAILS TO BE GALVANIZED STEEL 1. ALL CHAIN LINK FABRIC TO BE KNUCKLED SELVAGE TOP AND BOTTOM. CHAIN LINK FABRIC TO BE SOW GALVANIZED STEEL STEEL O GAUGE w/CLOSED MESH 2 POST DIAMETER ARE STANDARD NOMINAL PIPE SIZE. TENSION RODS-3/8" DIA GALVANIZED 3. WELD ALL GATE FRAMES. STRETCHER BAR 114" x 314 4. GRI ND ALL WELDS SMOOTH AND PAINT WITH 2 COATS GA —CON PAINT. TENSION WIRE 5. CHAIN LINK FABRIC SHALL BE GALVANIZED OR BLACK VINYL COATED, PER CONSTRUCTION PLANS. POLE (SCH 40)/ FOOTING SCHEDULE (NON -CONSTRAINED CONDITIONED) 'h' POLES Q 10'-0" O.C. POLE COLUMN 'D' HEIGHT POSE SIZE 'tl' DEPTH EM BEDMENL E FOOTING SIZE 10'0" 4-1/2"O.D. SE 24" 18" NON -CONSTRAINED CONDITION (SLAB MISSING ON ANY SIDES) POLE (SCH 40) / FOOTING SCHEDULE (CONSTRAINED CONDITIONED) 'h' POLES Q 10'-0" O.C. POLE COLUMN 'D' HEIGHT POST SIZE 'd DEPTH EMBEDMENT FOOTING SIZE 10' 0" 4-1/2"0. D. 00" 24" 18" CONC. MOW CURB PER ARCH . DWGS. SLAB ON GRADE FINSR BRAD a fi—rll_� .III (3)#3 TES IN UPPER 5' 1 aif+lll - -4' - `LA b #3 TIES 9B 3"CLR (4) #5 VERTICAL 18"0 POLE ALLAROU FOOTING CONSTRAINED CONDITION (SLAB ON ALL SIDES) MID RAIL BOTTOM RAIL 1"HIGH MAX. CLEARANCE CONCRETE MOW CURB, IT TO ARCHITECTURAL DETAILS FINISH GRADE III„ III II IIEII EIIE[��-I CirLl CONCRETE FOOTING xo } �Ta op BEND DETAIL OA111 IL UPS[ =I Emeei 24" MIN HOOKS ANO BENDS CITY OF SANTA CLARITA DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT THIS SET OF PUNS & SPECIFICATIONS MUST BE KEPT ON THE JOB AT ALL TIMES AND IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERATIONS ON SAME WITHOUT WRITTEN PERMISSION FROM THE CITY OF SANTA CLARITA DEPARTMENT OF PLANNI NG AND COMM UNITY DEVELOPMENT. THESTAMPING OF THIS PLAN &SPECIFICATIONS SHALL NOT BE HELD TO PERMIT OR BE AN APPROVAL OF THE VIOLATION OF ANY PROVISIONS OF ANY CITY ORDINANCE OR STATE LAW. RECOMMEND FORAPPROVAL DATE CHECKED ❑ AS PRESENTED ❑ WITH REQUIRED CORRECTIONS AS NOTED APPROVED DATE CITY ENGINEER Date: 12-18-25 Design: NH Job No: 2442 Description: CHAIN LINK POST FOOTINGS Sheet 11 S-1 0122 �B Irrigation Legend ®L TVNTEre BDBBLEre PCB-2D 5 IS zoo c 11A11I1H.D A, "I SPA PR IL LIo- 0 lll- - - - -0 (BROWN) - \ EF H - - - - -H (BROWN) uD-t eTURIER PROS- - - - -90 (GREEN) LIB-, C TUNT11- - - - -DA NITS11l uD-, a - - - - - 2D (GBAh uD-, " ' -'- - - - - 25 2 BE o5B E LID-, e TUN, oEMRT, u®reBoNER2325 a.,5 0,5T F -, e e 'IN T , sa F LD , ® RUNTED /B se MPR 5D SIR EAT. s F LD , a NE A Es PR 55 9E 15 TANTED 20 DB MPl 55 ,BD B , El reuNTE 2E Ds ,BA I —EL 4A AG 4.E0 E.56 F L Q B..LNER/SUPERIOR 950 REMOTE CENTRAL VALVE A , RON 4D ERI ® reANB RD oucu couPLER VALVEIN as -RC, INSTALL LAND —PE. B uB-, -ID-= - - lUIll Ex STING J IRR111EDNEMNIIIN L PLAN FS,E. D PVC PIPING WITH SE scu 4o SDPATOF, 'CUT EDILE 4 A SAL, A`NF SELLBLIFEETTNICS SEE PLAN FAIR S ESLVI LEN, D LIo-,- - SLEEVNG TO BE SCI, 40 PVC. TWICE TIE DIAMETER OF PIPE TO BE A LID-1 I -� EXISTING 3MAIN LINER F 3 0 UA�� LL ♦ - L.. z �� Er U < ..... Q D e EC JQ = z z Q LO J Z < N - > N A 2 STN I MAN LINE FrmsCaPE , i- ss Date:12-24-25 \ Design: MH a ° ° B Job No:2aa2 ar �� Description: EXISTING INE� THE WATER PRESSURE FOR ALL PDIME BE CONNECTIDN AND NFFIF IRRIGATION aawEcrTrEAUBOF THE AVNUBLE WATER PREssuRE PRIOR TO COMMENCEMENT of waBX. IRRIGATION SLEEVE CHART PIPE LEGEND Irerelcnn ON PRE IS BIAGRPMMAnCAL ALL MAN LINE ANT LATERAL LINE TE BE goTBO s.uBOL — 2i°Bu PLAN uNDSnavE Ar+Env. FINAL Lo�.naN of PIP NO vuvEs TO BE maaDINATED wlw vEw°dEn2 " ' TEAM AND APPROVED BY DENESCAPE ARCHITECT PRIOR TO INSIALIATION. TH�' N }/a B THEMEACCORDINGLYWFOR THECRITEEFFICIE IUSEEOF WATER EINwTHERIRRIRGATION EDESIGNAPLANo i_ij2, _ D 1/1 22 aLEv. Sheet 12 2 .w �Yk 0' 10' - 20' 30' j) CONTROLLER AND STATION NUMBER - 2 1/2' o` ogELLo pE„so„ LI-1 3. GPM OF SYSTEM Of 22 VALVE SIZE IA scale , ,o 0 o ,I - E. CMLED . DONNECTON DFAD COUPLER VA ITn CWfF PIASTIC EBOX W iH K NET. E 05 D CMDE/TOP M uultx © ro�EpEND ER OR s50 vAIVE VALVX LOCKING LID . FAT BRAND 'OCV' IN 1' LETTERS ON LD FS N A, MOD DR MA U ACTURER ODE BRASS NIPPLE, TYPICAL 3" MIN. wE (cLDSE) WHISK GRADE BRONZE BALL VALVE BRASS UNION. TYPICAL 0 vc _ — NDS RECTANGULAR STD. SERIES 14'%19' *BALL 0 wC scn m NL PLf IAs RfoD II I II FINISH GRADE I I II FG PLASTIC VALVE BOX MARK VALVE' ® BRCK (1 OF A)P II= 1 11/1' : 11/1' : Ia' FG s Q w PE LONG Si REET ANGLO E STAKE ADO °cO °° ©SC Pwf (1 NCn LENGTH, H-CAD BRASS NIPPLE RISER STp NLESS STEEL PLUMBING LUMP MAIN LINE SEE LEGEND rA O�°c0�� /� MAINLINE PIER SCH .wC D DEPTH IF D/A NCxI D PVC MALE ADAPTER, TYPICAL BRICK SUPPORTS wABxED GFAVEL CONSANT PRESSURE TRIPLE SNING JOINT ASSEMBLv BRICK SUPPORT, 3 BRICKS SPACED EVENLv AROUND BASE PEA GRAVEL -JSUPERIOR' PEA GRAVEL 1 CUBIC FT REMOTE CONTROL VALVE QUICK COUPLER VALVE BALL VALVE A —TT. l/l, NOT TO SCALE ' ` FINISH GRADE L���'L1fVi NO iD SCALE NOT i0 SCALE `" LINE, LATERAL LINE LINEN AND LATERAL LINE SAND CONTROL WIRES IN DSCAPED AREA. UNDER PAVING INS. (PoVIf CDNPALTED B,LKFILL PANw CDWPLIED BMKFLL n } 11 MRNNG LAP[ MRNNG TAP[ yR 11'Sµ E�pppp IY MR.L. LINE INE AN MLKf1iLL UMf R4 1 A YO LNBMKFLL SCH AD Pk SLEEVE DAENIDNS A Y BMRF UAMR STREEM MTgRv xFAM CONTROL .1. BUALLED O NTADL IRE S BUNDLID AT ND NN. ]/A' ARE 1d' A 1D' OC. BC IN SCH AO PVC PE ALL DRER HEADS 11' NOTES, LLOA C 10RMONTAL AND VERDCLE CLWANCE BETFEEN AGMCENT LNES 1. CDNPACT TRENCHES TO RM IN NVNS ARMS AM) TO BDX IN ALL -PE ARCS TRENCHING D NOT i0 SGLE 201129nim 3/4' SCH BD NIPPLE 1 (LENGTH AS REQUIRED) 3/4' STREET ELL PVC TEE — / PVC LATERAL LINE ROTOR NOT TO SCALE F MODEL PROS-1 SPRAT HEAD PVC LATERAL LINE PVCNELL 1/1' ST1/1' SC(LENGTH A SPRAY HEAD 1/2 STREET ELL 5. 12 PVCSTHEETELLSP) O. IATERALIEEORELL ]. LATERAL PIPE 8. MODEL HCSOF-FOM CHE( BUBBLER NOT TO SCALE @ PRESSURE LOSS CALCULATION FORM PROJECT INFORMATION Project: Q LO Co J Z Q Q U [[ J Q W Q U wg Z __J z i N 07 a Date: 12-24-25 Design: MH Job NO:2442 Description: IRRIGATION DETAILS Sheet 13 LID-1 of 22 IRRIGATION NOTES 1. IT 15 THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM PROVIDING FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING PLANS IN EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON SITE CHANGES, DOES NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY, THE CONTRACTOR MAY, WHERE CHANGES OCCUR, ADD OR DELETE SPRINKLERS, RE-ROUTE PIPE, ETC. TO ASSURE ADEQUATE AND FULL COVERAGE PER APPROVAL OF THE LANDSCAPE ARCHITECT. 2- THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION. SIZE AND DETAIL OF UTILITIES PROVIDED, AS SHOWN ON THE PLANS. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL UTILITIES AS ARE COMMONLY ENCOUNTERED UNDER -GROUND AND SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1 800 422-4133) PRIOR TO ANY WORK TAKING PLACE, AND CONTACT THE GENERAL CONTRACTOR FOR LOCATION OF NEWLY INSTALLED UTILITIES. 3- THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS. 4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREAS DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTION OR DIFFERENCES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY REVISIONS THAT ARE NECESSARY. 5. MATERIALS. WORKMANSHIP AND INSTALLATION SHALL BE NEW AND OF THE HIGHEST QUALITY IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 6. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THIS WORK. 7. ADJUST ALL SPRINKLERS, VALVES OR CHANGE NOZZLE SIZE AND TYPE. COVERAGE WITH MINIMAL OVER -SPRAY. DO NOT ALLOW OVER -SPRAY ON BUILDING OR WALLS. 8. INSTALL APPROPRIATE MAIN LINE PIPING FROM METER TO BACKFLOW PREVENTED PER LOCAL CODE. 9- CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR ELECTRICAL POWER TO CONTROLLER LOCATIONS AND MAKE FINAL HOOK-UP. FINAL HOOK-UP SHALL BE PERFORMED BY LICENSED CONTRACTOR. n HYDROZONE DIAGRAM NOT TO SOPLE HYDROZONE TABLES IRRIGATION HYDROZONE TABLE NYORNONE WCTER USE IRMiWTON CTHOD •. (SO. FT.) X OF N 10—iPE ERG 4 HATCH LEGEND 1�1 O ® LAW WATER USE SHRua 2 � W WER USE TPF' © MOD WATER USE sHPUa 4 MOD WATER USE TREE LANDSCAPE HYDROZONE TABLE 10. IRRIGATION DESIGN PRESSURE IS 60 PSI STATIC PRESSURE AT THE 19, INSTALL TAGS AT CONTROLLER FOR WATER METER, AT A MAXIMUM DESIGN DEMAND OF M GPM ALL CONTROL VALVE WIRING INDICATING CONTRACTOR SHALL VERIFY STATIC PRESSURE ON THE SITE AT STATION NUMBER. POINT OF CONNECTION PRIOR TO START OF WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE 20. ALL PLASTIC VALVE BOXES INCLUDED LANDSCAPE ARCHITECT. LIDS TO BE GREEN- HEAT STAMP ALL LIDS WITH 2" LETTERING PER 11. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF IRRIGATION DETAILS. 'UNIFORM PLUMBING CODE" AS WELL AS LOCAL ORDINANCES. 12, IRRIGATION SYSTEM SHALL NOT BE MODIFIED OR CHANGED IN ANY WAY WITHOUT THE PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 13, INSTALL CONSTANT PRESSURE MAIN LINE 24 INCHES BELOW FINISH GRADE AND 32" INCHES BELOW SUBGRADE OF STREETS AND/OR DRIVES. 14, INSTALL INTERMEDIATE PRESSURE LATERAL LINE 18" INCHES BELOW FINISH GRADE AND 24' INCHES BELOW SUBGRADE OF STREETS AND/OR DRIVES. 15, REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. 16, WIRE SIZE FOR MASTER CONTROL VALVE FROM CONTROLLERS SHALL BE #12 GAUGE. 17, ALL OTHER VALVE WIRING SHALL BE #14 GAUGE. 18. INSTALL 2 SPARE VALVE WIRES FROM EACH CONTROLLER THE FULL LENGTH OF THE MAIN LINE FOR FUTURE USE, LABEL WIRES AT CONTROLLER AND AT LAST VALVE STATION. Project: Q Lo co w U z Q Q � U EE J Q Lu Q Uwg z LC) W Z i N 07 a Date: 12-24-25 Design: MH Job No:2442 Description: IRRIGATION DETAILS Sheet 14 LID-2 of 22 10. IRRIGATION DESIGN PRESSURE IS 60 PSI STATIC PRESSURE AT THE 19, INSTALL TAGS AT CONTROLLER FOR WATER METER, AT A MAXIMUM DESIGN DEMAND OF M GPM ALL CONTROL VALVE WIRING INDICATING CONTRACTOR SHALL VERIFY STATIC PRESSURE ON THE SITE AT STATION NUMBER. POINT OF CONNECTION PRIOR TO START OF WORK. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE 20. ALL PLASTIC VALVE BOXES INCLUDED LANDSCAPE ARCHITECT. LIDS TO BE GREEN- HEAT STAMP ALL LIDS WITH 2" LETTERING PER 11. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF IRRIGATION DETAILS. 'UNIFORM PLUMBING CODE" AS WELL AS LOCAL ORDINANCES. 12, IRRIGATION SYSTEM SHALL NOT BE MODIFIED OR CHANGED IN ANY WAY WITHOUT THE PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 13, INSTALL CONSTANT PRESSURE MAIN LINE 24 INCHES BELOW FINISH GRADE AND 32" INCHES BELOW SUBGRADE OF STREETS AND/OR DRIVES. 14, INSTALL INTERMEDIATE PRESSURE LATERAL LINE 18" INCHES BELOW FINISH GRADE AND 24' INCHES BELOW SUBGRADE OF STREETS AND/OR DRIVES. 15, REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. 16, WIRE SIZE FOR MASTER CONTROL VALVE FROM CONTROLLERS SHALL BE #12 GAUGE. 17, ALL OTHER VALVE WIRING SHALL BE #14 GAUGE. 18. INSTALL 2 SPARE VALVE WIRES FROM EACH CONTROLLER THE FULL LENGTH OF THE MAIN LINE FOR FUTURE USE, LABEL WIRES AT CONTROLLER AND AT LAST VALVE STATION. Project: Q Lo co w U z Q Q � U EE J Q Lu Q Uwg z LC) W Z i N 07 a Date: 12-24-25 Design: MH Job No:2442 Description: IRRIGATION DETAILS Sheet 14 LID-2 of 22 PLANTING NOTES R.IERP Eo°A.oN wD IIPRR IP ILL INDER °°ND I.R,P, IR RI n'.IPWLRA. D"�RSNDRSE -PP1EI ,D III PE-1 DPL - R Es olio 'L�E'E T M I'L, LPPDmDN1r,I N ED. IN. MA,ER� PaIA .D , ,„°_ n.°R WILD APR A, A LLMPALs M I ST—EsEIR DE NA,a . MDRLP E°MEEs`dE LLVI E NRD IR R IE RE INSDRE PID R RAEa „APE D BE EREE..PE PRLDD� P�LPE PE�A�P�aE DE IEIED ,D Pam, MA,EA� LNLE Pam, ,ERA �s ,- Ln DE1 WIA I PA E' R R RD R a < MI�"I D LDN.EN, ° ) DPWI RED RI IOR s�RR. IP 3s RI ss PER°EM D. WEIR I I cR LR IEIE NI °DRPAr,LED RI.L RI P�.s wD RP LR NI. aE�EMIRE .PE FAME PIR A I,_ I L ILMPRE1 TIE ID NRPEL IN Dv RAW MA,ER L PIDM WM I LP P� P I E .E . eDN.R�RIR I R I I I sRLR DE sulM ED RI RRE LD�E �RRREP FOR I�LESW D.IIEP IEP PDaNI PnDA RI PN N�EL.ID �D D WR EN PDII . PRLR,I �PR�.oN ,ME LPR�,DN PPIE LE LP,RE PRaRIR LP MLRIM IM R IE roMNDLaR I LR IMRLI�IRLLNI LL�A III IIILETE 'IIPEIL 11 DE,AE L"DSJwE DNCE uc WDev �s p1pN1Ea alms_ Poe A nnu IEmL EI LIELETs 5Rnu RE III-PIWER „ ..u3REs DA EID,L (' "TED " Pr,w �EP1ID� P� s° DERA�1 IIEA, PEI M. RD WE, IP Rg WIRE mE �D�R�RLR =L� �R. �DP�DRRRs �DDE��E= FIR �ED IRID4 DP 4 MA.EA44LD �ID�D RILR R �IR RELE�=. L,RIW �� =�REDIRR PLR.�ER �PIRMA.L�. ��� M. PIR �� RREE= �D RDD= ILL 101— IP PD sIE L—ET ILY R�RE, ITIE-1 mE PL�RIW�D MA,EA� PER �DIC ��D PIP,= LAR� L� sRE sI1 s M i R M 0 DII �A"LIe I�EI� ERc� PERRR=ER ,_ ,_ ,_ IPM s ; � R,ID� Iw�M zP RL. ,a 7 IR�, D�E PREPARA.�L� mRLRPIRA.E .�E PDEEIW�R� MA.ER�AE= �R,L D R�E ��,� msPE�,IR AR R�E n�°� DMEIR �R P .ER �E� PER ..III =P ME������ RLDR��R DER��AY,�� MIIER�EP= �EPEP.LE. W TEI L 0 °,00E a„ I LCI RIN suLFPRE PS1M is RSmy PITEING s CDMPL£RE. PPR I PWJ NI WNK 01 RUE EPECPCPRINs EL— 6Em°M` A � Y ° DOLE_ IusnNDU E i5 REIuiRED PER I'D, IP REST RUE 1— SIRE P—PEATIM -'I BEIDE CLCLED. iIR RI WTEI (1)RESR PLANT LEGEND (WUCOLS REGION 4— SOUTH INLAND) SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING DETAIL TREES �''�`� k i CEO CAN Cercis canaden sis Eastern Redbud 24" BOX MOD C, LPD-1 ��O� FLA RAC Platanus acemosa California Sycamore 24" BOX MOD C, LPD-1 ULM PAR Ulmus parvifol'ia 'Drake' Drake Chinese Elm 24' BOX LOW C, LPD-1 SHRUBS OACA RED Acacia redolens 'D,,E-1 Carpet' D,,E-1 Carpet Acacia 5 GAL LOW 11' OC A, LPD-1 RHA IND Rhaphi olepls Indlca 'Clara' Clara India Hawthorne 5 GAL MOD 4' OC A, LPD-1 REPLACE TURF AT AREAS DISTURBED BY NEW IRRIGATION AND MODIFICATION OF EXISTING IRRIGATION WITH BERMUDA SOD. ULv PAR 24" BOXBO � 0PAR BOX PLA BOF12 24" BOX Q = M w U Z Q Q U [[ J Q W Q Uwg Z LO w LO z i N U) `�_ _(iia9—� �PWstaPE 1 1— R \ ss 12— 5 Q2 Date: 12-24-25 D Design:MH L L2R Job No:2442 NX Description: LANDSCAPE PLANTING PLAN 0' 10, 20' 30' aE, .00a Sheet 15 LP —1 DT , - ,I roo�o f 22 CONTAINER PLANTING GUIDELINES I. THE TOP OF THE ROOTBALL SHALL BE AT OR SLIGHTLY ABOVE FINAL GRADE. 2. PLANTING PITS SHALL BE TWICE THE DIAMETER OF THE ROOTBALL. 3, THE ROOTBALL SHALL REST ON UNAMENDED SOIL. 4. CONSTRUCT THE WATER BERM ON THE INSIDE OF THE OUTER EDGE OF THE ROOTBALL. THIS WILL PERMIT WATER TO FLOW THROUGH THE ROOTBALL. 5. BACKFILL MIX: A. THE BACKFILL MIX IN THE UPPER 12" SURROUNDING THE ROOTBALL SHALL BE PER PLANTING NOTES. B. THE ROOTBALL SHALL BE COVERED WITH A COARSE ORGANIC MULCH TO A MAXIMUM 2" DEPTH. C. TO ENHANCE WATER MOVEMENT, LOOSEN THE NATIVE SOIL BENEATH THE ROOTBALL, DO NOT ADD ORGANIC MATTER TO THE SOIL BENEATH THE ROOTBALL. 6. BESTPAK 21 GRAM PLANTING TABLET. SEE PLANTING NOTES. SHRUB PLANTING A NIT TO SGLE J o�PLANT LOCATIONS Wog \r a e [OVAL PAVING, BUILDING WALL, a a EQUAL DIMENSIONS. SEE CURBING OR OTHER PLANTING LEGEND AND/OR AREA LIMITS. PLANTING PLAN FOR O.C. DIMENSION. Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT � TREE ROOT BARRIER INSET INTO CONCRETE.It BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED BARRIER IS SET SO THAT TOP EDGE WILL BE 2 (5(1M) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. Top of root barrier 2' (5cm) below Lnish grade of cam INSTALLATION SEQUENCE: 1. Prepare hose and subgmde 2.Tmnch to epprapne"e dap"hfarindalle"tan of \ root barrier s. that top of barrier is 2" (5cm) below finish grade of {op :C curb. Compacted crushed base E. Place mat benierin trench, ver"iminbs must lace toward tree roots. 4. Back"ill end camped to mquiremen"s SAg,m rom Ad!,n 5. Plecefarm me"anal against banter (It maybe TP Do peep Roo" UR 24-2, ram nailed tthe outside of the form)) a tional as o! UB 18-2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK INSTALLATION SEQUENCE WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE 1. Prepare base and subgmde 2 Trench"a appmpnate depthfar BARRIER INSTALLED IN A TRENCH IN SUBGRADE Tnstollption o1 root bonre, so that WHICH IS THEN COMPACTED. BARRIER A SET top of barrier Is 2' (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE Mkn g,ode of top of sidewalk (or COMPACTED BASE (or halfway between base hol(woy between top of compacted base and fnisb grade of 9N). BARRIER RIBS opd fnlsh grade o! SW) FACE TOWARD TREE ROOTS. 3. Place rant barrier in tmnchh ical Conrete ribs must ioce tovrordverttree coals. A 4. BacUdland mmpadmrapirements. 5. Place farm materiel against barer (It may be nailed from the outside rf the iorml SLbgrode mmpoct'io� Compacted crushed base. Pp ono Base Rolt UB 24-2, o B 18-2 IMPORTANT NOTE: Tr align with "oe—bU,j —1,ra If barrier. 2 p r o" barter '�� ° T (5cm) below ° .� lW'CAir", e grade curbsM1 ^ Base �• � 71 dewa Subgrade Curb and Llr- 5/8" ("6mm)�l DeTo5`2" UB 24—A MinTy im) OeepR, UB 212 U UB 18-2 or LB 12-2 Minimum 6 panels or "2 linear tact (3.66mJ. GROUND COVER PLANTING NOT TO SGLE D TREE ROOT BARRIER NDT TD SGLE B 'OLE PINE E STAKES NCH —TIE$ REE TRUNK TREE TIE DETAIL REE TRUNK NAIL CINCH TIES TO TREE STAKE CINCH TIES CONTAINER PLANTING GUIDELINES I. THE TOP OF THE ROOTBALL SHALL BE AT OR SLIGHTLY ABOVE FINAL GRADE. 2. PLANTING PITS SHALL BE TWICE THE DIAMETER OF THE ROOTBALL. 3. THE ROOTBALL SHALL REST ON UNAMENDED SOIL. 4, CONSTRUCT THE WATER BERM ON THE INSIDE OF THE OUTER EDGE OF THE ROOTBALL. THIS WILL PERMIT WATER TO FLOW THROUGH THE ROOTBALL. 5. FOR POORLY DRAINING SOILS. AUGER A 4" MINIMUM DIAMETER HOLE 24-36" DEEP, OR TO A FREE DRAINING LAYER, AND FILL THE HOLE WITH WASHED PLASTER SAND. TAPER THE BOTTOM OF THE PLANTING PIT TO ALLOW GOOD WATER MOVEMENT. 6. BAC KFILL MIX: A. THE BACKFILL MIX IN THE UPPER 12" SURROUNDING THE ROOTBALL SHALL BE PER PLANTING NOTES. B. THE ROOTBALL SHALL BE COVERED WITH A COARSE ORGANIC MULCH TO A MAXIMUM 2" DEPTH, C. TO ENHANCE WATER MOVEMENT, LOOSEN THE NATIVE SOIL BENEATH THE ROOTBALL. DO NOT ADD ORGANIC MATTER TO THE SOIL BENEATH THE ROOTBALL. 7. CINCH TIES — 2 PER TREE B. LODGE POLE PINE TREE STAKES 9. INSTALL STAKES BEYOND ROOTBALL 10, PLASTIC TREE GUARD TO PROTECT TREE FROM WEED —EATER. USE IN TURF AREAS ONLY. 11. BESTPAK 21 GRAM PLANTING TABLET. SEE PLANTING NOTES, 12. INSTALL 'DEEP ROOT' ROOT BARRIER AROUND ALL TREES IN PARKING LOT PLANTERS, TREE WELLS, AND PLANTED WITHIN 5' OF CURBS AND SIDEWALKS. REFER TO DETAIL D. THIS SHEET TREE PLANTING C NOT i0 SGLE TILLED PLANTING BED. DEPTH PER PILNINTING NOTES 0 Q LO = C LLI U z Q Q Ir U [[ J Q L1J Q Uwg z DO w z i N J) INSTALL 3" THICK N WA IRING AFTER PIA G AND WATERING NDE T NOWL REFER TD NTI G PLANT NA PLAIN N FOR CN E. Eye FINISHED GRADE 1 1— ',.I IIIII IIIIIIIIIIIIIIIII IIIILII. `�^ 1 — i — — :III=III IIL—IIL 11L=11L=111-IILIILII',. ',.. L=111 III III- ' 11=III=III=III=11I=11I='. -"'—" AMENDED SDIL Date: 12-24-25 NANENDED SUSGRPDE Design: MH MULCH Job No:2442 NOT TD SGLE E Description: LANDSCAPE PLANTING DETAILS Sheet 16 LPD-1 "`n" aann nn..nana of 22 ELECTRICAL GENERAL NOTES ELECTRICAL SYMBOL LIST ELECTRICAL SYMBOL LIST (CONT-D) STANDARD ABBREVIATIONS I VICE 11TIBIBIBINUT IIED ITTUR 1111BIT. 1111 "" IN'TE "'I IT AND I IR " "' DUCT.. ICE " DIED I LIGHTING SIGNAL A AMPERE IDS I I 'I" E 'TEIT 111" EIR I " ...... I I ICE I "'1 1111 TO BIT1111" A ITANDRID " ,A FLY TIE EN. NEED ICE I E CA BE TIE A I IT I, ALL, W ITIE1 " ET"IDI " I NOTE A " "I A EDLE 'TED HERE " I" E CONTRACTOR I "ILL BE I A LL .. VIDE EQUIPMENTWITH CA ERE IED ENIFIE "RE W, ElA=lAD" 11 NEW AND " I ..... I I I UP LL BE " THE E A. A.,.,. " .. BE I A C',T A "E, A. A.EllAC—I=LITIE-IT MCA A IT EAN All ABOVEIIHIFIED1.11 IDS ELECTRICAL ENGINEERS „HE) AFIETN.TENNIE 1111T—T -- S— 11111111T DEALER ICE B"NE, MILE I, A E.IEFTTIE E U. C BE 'WA A E TIE ITANDA 'DE I, A FLOW I " LEI ETIIME To IAAll—DAUPEMITA .D UPTIMME RAV DIEEMERDI1EI AIWEAWA T.ETRI I1ANOEICTCADT1CTE 'CAOA'EF'L.A.T.E AN " A 'I" ED AND HAVE Ll IR U. BIG RE AND BE DETER TIE III INEI C I PTNIIDE 1N11'DV IRT'' IE ICOIEI 1111 1.=A= "T EUEDOA1RNDEEEIADIT "'A DEED NEW TENNIS 111111 IT PF— TEA1ANI BECAME ICE.— TN LIFE "11, "IT11.1'.111-EITE1 A, A, NEC INE"A L UNIT I,II.FUO"PLCAXTNNAALAAEA. IPMTCLNIITED.0 AA�AAP "ARAF N, LLICAITEN.CNEIIWILL IEFILT IN ADDID INAL DEEI ON I—EE TO TIE CONTRACTOR L1 'N1TFD IP ILLO.ATEI.N1IAE1.0TN1.ITD1 ECCA IDM'E�ERA�NE TT.�N.LA.IT EVEMN.ILEH, I I TIE ARCHITECT AND EN. INEEI TN eTANDAlDeTITIE TDl�ITIN ."T..T.H.EE E CC..O.D.EEEDTLY" IIWATA EIODIN CORDAMAEENN1APPLICABLE F—LCLNPORM AODCTURRENAND I ELE IT A CAL "'TE M CoM'oL E IW'= CRID .H IQ IA1ELLI PO EEAB EOEEELD NOO HEBTRONNHFE HR EPAHR NENRG E' I'MIWMETO AFIRTM. CAMELEAND F—L REELECT FITAL RE P111 IBI TIBI NT"ANTOADTLENIAINI D MII"L'""OA —C1IR1IE11D IDD N AIACUENBIEE IL EEII.N ILUDLFTEDIEIED IVN IIIINTFFNOATTCEE oTHEGOIBEDEVCEIBNDDE IE"IEBEHA IEWH I CoLoAN ' 1OUE 1NBLE E O.I ILL ECTIWTIH N IUIENDEDCEILING WITHNREACHORGU A'TIIRC"I HRLVEEARD NCRRCE FIBER DIII111EIT IIITI" IWITII TRANGIENTAPO—EFUR.EBUCCREEBOR CURRENT TRANEDO DO BE (GO 0RTAEIBA 1ITI OATR'MEORR ...IN.XCEAPY LC.1I S1, 1 ME1UBT1PRLE.OE1DRINEAOETIUPAA—SW IT1-1 UNOO,ELFCDF ELCH NECA LT ITI EOUOIILNRRLEN 0ECEIRTER ICCL11DE C1CD ALSOA'EDCA'MIRE GAUGE ANNIM.AlHOA21TlNN1 AAL FE MID. FAREC.PER MENA L AllOCATION U T To ACAB TD - NAORC N C0 EEUDCMEDED EEITRD IANTORICANHO —OWTDGCCDIPMCDEI ITETETNIT MAM AH' INCLUDING UNCLUDING EAMLUENOVGECTAA CHIICUIUIEI)11AFIED0NRATINIEINDICATED NTHECONTRACT oU "RNA OE NI IETOH AIFDNAE IROUNDIN.ELECTRODE ODTE I ECT IOOREEN R ROT PIOTRN NLNNNNIPPP,EIIO OIGOTC CIICDIDAAAOITU� ENIICOARTII AILU"IN AOTTH ATP REATERAUAF'oRAUAO'HNCUDENHEElITHECOET01THE ACRW REEDIH ETNTNL=N oECNDRT'REA IMIIDEGRE"NAN NEDA TREP HEULHTRCO"ACoHEA ADEO TD NF ADoC NOAFN EL)OAO RMRAATC LICCTCA NE LTWTIR "CLCSD BNADE UTHTICONPANTPOWERMETER CPNI EL oLT OT INOEUAOLTERNA IEoO�RTCWMBCLCADEMCUNNLREEA UON ULE NORMALLY APN OEIMCCAMIT ANNNNPPEo"OOCHOIUTTMA. C IOCALLNCLUDEN BABE II COETE REQURED FOR HH TANLI RDIM'NLLL R" AAIP LLPEY AAITRT VVIFO RCIO CCIVNAETEODDEI oTAR E AD oTONOTTEERRENADCFTDEoI A E I D ON NAMEPLATE RATNG REFLECT CANGEI IN THE Al BUILT DRAWNGI DEADNAE EAAARI ELWNENT MOTOR I. INDICATED HIP CTEP ICE EVALUATION OCPD RENT PROTECT CRoGOM 0 AAT FIITEANDINIPECTIONI L THEDLOWNGEAU PMENIPDWINGETOARCHITECTFORREVIEW01 PECAI.TELVE TECOEE I CUETOMEROWNEDPOWERMETER DEICE AE GI EHLPMITEIILROTETE EEGEER WAoEE CHLEENTNN OE WWE REOAAVELVTIGN IRAPAC NAMREPOD�IEEI`N OERAH LIAT0D11E RFHI RTRRRLEDEI ETPHoIATAIGCEYEDID HNI HNWL WECC" R"AF"R7U EUoT CTICRPCCITI EFA RLVNC II`ITCAFCR EVVANE O GENERATRMOTR CDCCCCIA MO(D) DOUFH RNdg A REDNERTE RNRoCA BPODTCIA NIIETEPE DRTNTT RT LlANORRTE L TIU"NC WP QRFIUEHEOUETI U OI ,TII URE 'T E L AE RTTT PREADEREANDDUBEEINCLUDINGONTROL CCC I DRAW NG 0 0 TITME CIRWMETAWETTDEIRT I` BoCE OOA IT EA TG 0Oo"TAE TUT O''NNEDV 1WNRR""BLO RRELERTRL CPWORDAEDIRECTEDPCOWNERI REPREFENTAT BEANDARCHITECT RA TR AAIIPEIIIEIPHOF0METRII eIETFCLEIM0TOA10NIB0LLEREAUP NN"TWRATNCEHD EL IROUNDFAULTPROTECTIONDEVICE MTEAND NUMEBE o' POLLS ABNITED VCHUC CA CHORIDE D WR OWER ALI QUANTTI < TR IDR,EITAECoNTRACTRBHALLECNEHAR, CCWOC=RRECTIONIP L I WID RBI NAGT �C2AL EEIQUVI EELQE VPTME� <1 IWAH LLCHOUMR ACTA ONCTECEURWUo NADIEARGNA oN R'NIA RLAUCIE ECTD'O =RORALLoE'AoUP ME STBIEN CIUREMENTEANDDLAGAUAM�TIETEMLoADCS ER ATIONE ANDAAABYPOWERIUPPU I CONTACTR (NORMALY OPEN) PING AR ) CEP LE P 0 5 A IEARA BE PER ACCE ANCE DE E IHALLFE ROMPTLY CORRECTED F'Co 'I " I PT ' GTE p MIRA CTOR W I Ho IF ADD ToNALC HARGE To OW PER I QU IP EQUPMENTELECTRCALTERM NATONETO UN OR E FEET ELECTR CAL CONTRACTOR I REFPoNE PLE , 0 = A CTURER I CONTACTOR (NORMALLY CLOFEM RE REQEPTAC (BE I TO REMAIN BE OF ED IT N 'GALVANIEED FTEEL EV ELECTRICAL VEHICLE RGE RIGID BBC RIGID FTEEL CONDUIT I I p A CA REA I PH LT DRAW NG I To ARCH TECT D=G 'EDHAL'ONGLERDMEAPHENT RECOMMENDED TORQUE DOCUMENTATION AND TOO. TO PERFORM TORQUE FEET CONTROL IWITCH CHARGING FICTION i A I CURATE COUP IT AND DEV CE LOCAT ONE I ON DR PANDMARGE BUCH AE BUILDING WALLE 11 UNDERGROUND BECAME CONDUTE FHALL BE PEALED PER NEC ARTICLE III I PUEH BITON %oP � =RM E�'ONTFRO ED THEECHED PC HER UIR 11 CNIPHED FLOOR R BECT BECT o N Project: 11 1 " NOT 'CA HE ELECTR L DRAW NGI VER 11 EXACT LOCAT 0 N 01 ALL DEVICEI L UN IT o N I CCE I I GH �A NG .TUBE I WTH ARCH TECTURALAND NTERoR A FLOOR MOUNTED ELECTRICAL EQUIPMENT F—L BE MOUNTED ON A P HIGH CONCRETE P AD All I (DIRAC �NT INTURE ED FINGLEPOLE U.L. FOR IMA MALLI DE I ON DRAW NGI PR " A To NITALI ON CONTRACTOR IHALLVERII THE BAR CTLoCAT o N o' ME CUP N�Cll LE Q I ME Ml AND OTHER E Q I PMENT I� NETALLTRANEDORMER FOLLOWING MANUFACTURER I RECOMMENDATIONE FOR [PEA] UNERDE�%ATOHTYETAT1IP NAT N) ENCLIFFED CIRCUIT PREADER ILE. � I I 10 N DU IT BNEC I P E � IN �EUFFF ON ATEED RE A I RING ELECTR CALC`NNECToN PR CRT" ROUGH N EV ARY OUTLET HE GHT I HILL I EVERI EDON EACHWAIWTHTHE NTERIOR PLC ON NG AND VENT LET ON CLEARANCEE [R] REII 'W 'W FLUOR OR ECENT IWED EWTCHBOARD IT 4UT OR COOT FWGR IWITCH GEAR < DEI ON DRAW NGI OFFER NATE W TH CAI NET IHOP DRAW NGI TO ENU RE PROPER HE CUT AND LoCAT ON W TH RE I PECT To M 'Wo RD BE UPM ENT I FORD I NATE E FECTR CAL REQU REMENTI FOR PLUMB NG AND MECHANICAL E QUIPM ENT W I H I CA LCo NTRACToR BELECT ON THE CC MIRA CIO A IHA LL PIPE FIE FIFTEM 0 I ICONNECTI AFIED UPO N Cl RCHT PREADER RATI NG I AND P ROV DE 'UP NG A I GEA GROUND �AULT AFFIRM I Cl GROUP CIRCUIT = -'t POWER WIRING 11 THE I E I RAW I NDCATETHEI NIHEDREQUREMENTI DORTHE ELECTRICAL BIBLE ME BE �G P ME Ul I GHT N I , IPTUREE oUTLETF AND DEV CEE DUE To ITRUCTURALCONDT ONE MECHAN CALDUCT P P NG CONIUCTI " A OTHER REQUREDDEREQUPMENT MANUFACTURER RECOMMENDATIONE AND U LIFTING REQUIREMENTE I A OTERRUPTER TE ME TE MPP`H`A GND GROUND ELE TEL ONE' I FIAT TH ERMOBTAT Lr) < u I HERECEPTACLE NEMAIIIR 1. IIIV MOUNTCANTER e GINO oULLET AT HE All HOD CONDUIT ROUTED E.POFED LEG I MATE REAFoNE THE CoNLXACToRMADEFRETo N ITATITHE Wo A I UP CATED N A MANNER I " ERENT' R ON THAT PH OWN BIG H I UP NOR I I UP LL BE PREFENTED LOT HE OWNER I REPREFENTATIA E FOR REV EW ANDA P PROGRAL IF PROVIDE I I AING CONDUCTORE FOR 11 AMPERE 11DA FRAMUCHORCITE LONGER THAN " AND I AING I OUR UCToR' 'OR " AMPERE '=E IRGI I I I RANUCH Lo NGER THAN ", P A CA DE I I AING CONDUCTORE FOR 11 I� TIE HE ICE W TELEPHONE TERMINAL DIRAC HEATEPoVENTHATING 0 FACGPHONE TERMINAL AIR CONDITIONING TIC TELE z cr) LL' PR OR TO PROCEED NC UPON APPROVAL THE WORD FHALL BE PERFORMED AND THE AE PH LT DRAW DOE BUILL BE REV I ED TO ACCU CATEL, RE, FECT THE Wo RD CIRCUTE LONGER THAN III DUPLE. RECE P CENTER 01 oUTLECTLE `UEMA'1'I1R IIA IIIV RATED MOUNT ATI UON CONDUIT ROUTED UNDER ILCORIUNDERGROUND CAII.T TIP ITUP L (J < < AE ACTUALLY INETALLED 11 ALLEICTRCALEQUPMENTIILLIE—ELED LETED ORCERTIDIEDFIA RACEWAY CONCEALLE I N WALL OR CEILING III I oTAME"Al I-C � RACEWAY " ITE ME ARE I HoWN I AGRAMMAT CA " A CTHIL Lo CAT ONAND NATIONALLY RECoGN 'ED FEET NG XCE ORATORI A CCREDITED PC THE UNITED BTA BE 0 CCUPATIO NFL FEET HEALTH ADM INIETRATION RED OFFER DUPLEX RECEPTACLE: AE'MUGN1lR IIA I GAP RATED MOUNT CENTER o' oULLET AT HE PCIANDI-IIGND I PICALUNo �-ERMAT CoNDUDT UPC UNIFORM FUL, ING CODE IN INCH(ES) UL I NDERWR TERl A U I FIELD CC UP TIM N I A OUT NG SHALLI E DETER MINED PC CoNTRACTo A TO SUIT 11 PR CA DE RED CATED ME UFXAL'o A EA I WC CUT ON N I OUR UCTo RE H ME A H E A I PH ALL NEW I RCU I I REA HERB N "ALLED N PANELI IHALL MATCH THE H GHEIT E.FT NGA IC CATED I RCUTE REAGERWTHNTUATFCARD NFPECToRTo I I TED DUPLE. RECEPTACLE MENA I ICE IIA I GAP RACEWAY TURNED UP III I PCIANDI-PIGND 'PCALUNo IRC I OTERNATI ONAL REII DENTIAL UNO UN HE H CODE NOTED Ic BHORT CIRCUTAMPEREE < < M ATER COME NED NTo ONECOND IT No RACEWAY OR CA I LE FHA 'Co MIA N M ORE THAN N ME M) CURRENT CARRING CONDUCTO RE WHERE M ULUIPLE CoNDUCToRl N =OIATHREE ARE INDICATED ON THEBE DRAPPINGE VERILY HIGHEETAIC RATING AT THE FILE GE 'CICA UON TYPE RATED MoUNICE ANTED 01 OUTLET AT I I All DUPLEX RECEPTACLE I HAL' 'W TCHED I UP CATE' RACEWAY TURNED DOWN III I I� I AND 1-11 GND 'PCALUNo �E L BOX —CTION BOX VA V o TIT A M PVERLE A I E AD VA= DROP UENCI DRIVE VID A FREE Lu Z: < THEY HAVE BEEN I I REQUIRED PC NEC ARTICLE 111 REQUIREM ENTE CONTROLLED A A MOT ON FENFORD ME CLOCC MOUNT CENTER 01 OUTLETATIG A11UON MIN G—HOMERUNTOPANELBOARD IMN. 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E "LL BE M BE I M�N�MUM CONDUCTOR GFEE PHALL BE I = NHO `17U.`LPEOWEAR`RE PUBD CC NDNTF FHALL HAVE A CODE GIEE I RO UND WI RE INETALLED I N EACH RUN [PB] PULLBO. EXTERIOR OR INTERIOR AE INDICATED DEMOLITION CEINOTE PIN BIMBOL CC NIB oLB A CC EPTANCE TE IT TECHN I AN (AT, MECIN A L'IITE M A CC E PTANCETEITIMUITBEPERIORMEDBIACERTIIIED 44 11 CONTRACTOR FHALL PROVIDE PULL CORDE IN ALL EMPTI CONDUITE WHERE MORE TIN ONE CONDU I TERM NATEI NAIUNCTONBO THE 0 CTOR ' NFGA INALL DENT "EACH CoNDUTA_UNCT ON BOX CA MANNER ALLOWING LIGHTING AND APPLIANCE PANELBOARD FURFACEMOUNT FGHTI NG AND APPLIANCE PANELBOARD I LUEH M OUNT Z�' REVIRIONEIMBOL FEEDER FCHEDULED BE IN DO ENT M E I UP N �C CALA"o A P RoL ECTFFUBM'EDoNoRA'TERoCToBER' A LIFTING 01 CERTIREDATT CAN BE DOUNDAT ULTPFXWWWENERG1 CA GOVI I AN I CA CERTICICATION A "B FPROVERB'GloAM= " IDENTID ICATIO N AFTER WALL I INIEHEE HAVE BEEN APPLIED CC MIRA CTOR I HALLP RO A DERACEWAIIIITEMI UP DONTHE DRAWING I U ' RWELTETTRELOAH"O COLECE"TRNCENI'REA N"CB PWAIIFC0 REOLP EPPOTI IWITCHBOARD OR DIETRBUION BOARD D QUIPMENTIG ROVER A o NCEIACCEPTANCETEEITECHNICIAN E P EPTA NCNTCRI UE CI TMUFT BE TCN HCI RTPE NMEGDUECTOBNETRRAECPTEOARTEUDNTAILNDTHDE ERCOCNIEE U TIACBN EIHT Date: 10/08/2025 ENE TFEI ORI,EAET VATLECRPPH=NNO AI LI0''W EACELAAARA'BCUHOOD WEGAC =EONE TI"AIVEEOEHNACED METERBERVICE PEDEETAL BE EREG CE ACCEPTANCE CRITERIA CAD FIFTEME CONORM AND PA. THEEACHREDoN,Design:MR ILMTACPECTE'HCRA BCEI IIRMTDMHENANWN L TLAFIUHRHNEDEE EM AEORENARNGECAINRTEBNAEWETRRTEIAAEMVEN"B'EC, D RTAOTWNERANDIIMETHOTEDATAINE TPL LR`NYLTC PUEHBITONCONTROLITATON APPLICABLE CODES DFCELCCATETNEPCoTD TTEHEEDEBHEEOONCCENCD'MUTPRALELEELT EANB RAAR IIoET' ER DRMETOCONIRMTHATTHEREQUIRED ESHEETINDEX NDFRCl ADNE TAW o'CONTHCTORIORMALIIPROPOBAL 21 NL S2P 21V 1HPRATEDMANUALMOFFAEFORTERIWITCH ODOCEC0 21I EGETOME(AE PNAARTTIOINAIILToCULOCE Description: NEPNOEE'EDN CIR NDO=RGI UE LARRCL LTB ­U TOPNEH PL YETRZE I HA LL BE MIN MUM I I A UARE BY 1 l' DEEP OR A' UP CATED ON THE I XFOR DOE BOXEE I MILL BE RECEEBED WITH COVER PLATE TO DUII THE EP NON FUEED DI BIG NNECT IWITCH (WITH BEGULTITE RACEWAY CONNECT ON ELLEE2CLPTRCITIACRHAGLCD DANECN'PAU CA LF" RN A ADM IN ITRXFT�A CODE (CAI PART 1 1 TLE 2P CAUFoR OF REGUITIONE (CCR) SYMBOLS, GENERAL SHEET NUMBER SHEET TITLE —E —001 SYMBOLS GENEXPALNOTES ANDARBREAIATIONS INTENDED APPUCATION FUEED DIECONNECT IWITCH 2122 CALT ORTNTAEU LD PH CODE ( BID AR 2 2P CA PALMA CODE OF REGULOTIONE NOTES, AND E 002 ELECTRICAL SPECIFICATIONS 21 REFER TO THE ARCH TECTURALL REFLECTED CE= PINA) FOR EXACT LOCATION OF CE LNG MOUNTED LGHT NG FIXT RC UPECTURALL DRAWINGE IHALL GO ERN IN CAPE OF CO UP U I WITH THEIR DRAWINGI MOTOR CONTROLLER OR EFORTER (CUM 2122 CALIF ORNIA M EC.N IC I ODE (CM C) PART P TITLE 2P CAU FORNIA CODE 0 F REGUITIO ME (AGE) 21 "COP ABBREVIATIONS FILE XTRI CAL A I N SITE U N E DIAGRAM AN D LOAD SC H ED U 220001 EE OPHVOERTOAL.LEETLAEICCTPAIICNAS L 21 PR OPTIC NloN—TOMECONTRARCCoNFIUILLW EoW TE A TOMPLETE I ET 0 F TORITIRDTIH ACTRMNT A IACPNMTLFOARNLRANVWIDCD cCTCC=RoOOOANNNNDTTIEERRT RR NWCTTF NIMNBGELLW DPDOOLUToANNRO ILAOWO IP TCOERHD FINEERHTTEIEEEPPD LLRGOMUECBIRLOOTLI PPAARRTT1I ITITTLLDE22P1 NCCAAUF ORNDA F A E I U LETTI0 NI (CR 21ODE(CARD0OFREGUITONIOCCR ASNITDE LPIGIHNTING FIXTURE DETAILS Sheet t 17MNoRA—ETMENTENEQUPMENTLoGToNANDRoUTNGAENECEEBARY BN YCTT OTFIA EQUEEF UMCLRRAMAC E'oALILC 21 TEENOATTNTPUOWPORAHOHAITTECHLXLHEIGNG EE%DHOLRINNEPL ROEAACT IBTING DA 21DORCOME(AE ODE0 GRCUI PART„ TTL2, CLFORNIACODE GUATIONE(CC1 E-0011 AIRAARNUCCUTDTTCOC LHHEIADITAANFI HOT" A FATIEFACTIONOFTHEARCHITECTTBURROUUPNGWORDTOTHE Iof 22 ELECTRICAL SPECIFICATIONS AAIDS IDS ELEURNAL ENGINEERS Project: Q Ln �a v m LL Z rn Q v LU Q ~ S > Q w J lJ Z U Z LnLU Q -J Z > N V) 44 Date:10/08/2025 Design:MR job N0:2442 Description: ELECTRICAL SPECIFICATIONS Sheet 18 E-002 of 22 (D (D IA" A" )7 A" A" mgm ESE! EMIEZZIll EMMIMMEE WEE MEMEMMEMEEM MEE EXISTING PANEL "PN' IMM� mom Moll IT.T. ono 0 E— —PIPT—TI-1-1 EXISTING SINGLE LINE DIAGRAM SEGMENTED VOLTAGE DROP CALCULATIONS NNE 0 0 IPIEITEP L Imo ... T - m. E-1 ono EZEM. Existi. ..I PI I ��0000�����1 Ono 13113m mmm mma �mmgl 11110= mmm OEM MOM �mom mmm El 1.14 EXISTING ELECTRICAL PANEL LOAD SCHEDULES KEY NOTES ALA IDSEEII (E)'=TlN lECEpLTl'2ft'CTED N.01 _" ,, u " 1— E E EX.T"I CIIE ITNPI .EXT E)TN l CIIT ADS E'!IEITI11, — E D NE PILE L 111 11'11 CEPCIC XEAIEE.�2TIC�,CL PNI E CE'lTIP E.�-E`E-pN.ET.,2p 'ETNPD1.1C , T%E T . E TC, EIT NG 0 F I III T 11—El KING IEPICED IEE LOID ICLEDILE F 01 ... E No .. T IN (D T.INTeEF"olwl"EOINEE ND �IIELEGXHrTNNGGCIoNTO NoL_,EL IITECX"eTNGT011D E N 0=8 .0, 0 u 88 'o < ui oa z 10: Project: 0 Ln u z rn < U LU Lu -J < U Z U Z Ln L_uJ z < < > N V) 44 Date:10/08/2021 Design:MR Description: ELECTRICAL SINGLE LINE DIAGRAM AND LOAD SCHEDULES Sheet 19 E-101 of22 ,I, MAIN ELECT -n 12 11 11 ANI 11 (11 oE I I A, E) TEIKI RTkf 0 1 P PE P I, W 4(EEPAI(��012. r" (E) TEN" ALE') PzIEE P 2 TIPICAL PA I NEVVIFEYNI�oURTNO4 PA I '1 21 (D "A ELECTRICAL SITE PLAN GENERAL NOTES ALA IDS 1 IEIE'T" PC " I NE IA'IA"III CINI- PLEE III IDS ELECTRICAL ENGINEERS _TCIEIA"E PANELIA"EANTANE ... ENE "E-AINCINIII. -EIII KINE 2 ELECTICALIITIIITINEIIP"ENT '""N AE 1A .. T"'TANIA" TIL III III PIPE CNTACT"EALLVE",T.TTIE I PAT E A=TNE ELECT I I 'TE I T"E ALLICATEI PEACE I I TE I I"T PC I"Al IE 11 111111 IN A 1;N A C"ICA, LL PITEIII I III ... NTE, I_ N. ETALLEE 2.E 1. IN, I IEIEIENCE LANIECAPE AICLITECTE -VINCE III AINTIPICAL INIII.ATPIN I IIITE EITEI 11 L=I T"PANEEl 'ATEAIT�ALCITNECINTACCTII IEIEI ` I PIPE I' PTE I C' I PANT = 'III III ElA�CAT�TE.,IIEI,"�EIPLl�ITIIN ANI A"T INAT EPA IIIE.ENTE �NE I" E, III PILL III TECNEII 1. Ell. PACT PIITECTIPIN I INIEIIIIINICINIITIIIIE NITALIIA.INI.1.1121 PELI-INIPIE1 .,A,E NLEEE EPA, 'E, TE_ PE a E. E.TEPoam IINTEI ELECTIlCAT IEVICEE E-L PEN NE.A 11 ENCLOEIIEE I CINTECCTII PILL NCLIIE I I IIIT "E CIIT 11 CINIIIT TIENl I ANI EACC, LINK "'. TE I III CE _TCE 'AI, TE LLILI TANE, I E TO CATIPIN E-N 0� 11 E.TEIIIIIECEPTAC.EELATLEE -ATIE,-111MILEINIPE III PO LIIIEII"ALLIENI 11121NI ATLCINIIT IIIETIIEPVCIC"EIIIII AIEIPIIEIEITE NIIIT T'EE.ALVAaE".0 ALLC'N"T . NTEECTCAL . ..T, 0 PE PIT 0 KEY NOTES (D EPETIN. AIN -ITCIEIAII III PEE PIEET E 111 111 IIE INIII.ATIIN 0EPETIN. .1ECI CINTIIL INK PANEL (D E.j,�jTN,.,L..,1,TENI N=A 11T" CKICIT EIEACEI TI PE IEPICEI PEE PIEET IN o AN, I CET IT 'IT I "I I I II PPC ANAPN, EACECATEC'E CKICITE AT EPETIN. LKIT PC. I - TKE TEPETIN. 1 1 -12-11 -1-1 N-1 I PVCECI PIIVIIE NE-111-1- IITIIE ANI PILE P"V I E NE' NE"A 1 211 " I I E I EPTACLE I LEAVY ILLY CAECETEI LCIPPLE I IE E CIA E I I � P I'. IINTE I T, AIACENT PENCE PILE PILE I OEl IT ECIETI�CEINTIACTIITIVEIIIYCINIIITPIIE -E A'ANME1�1AAINC,"C', , OEPETNI 1 -1 -111-NI EPETN- EEEEIEETE111111.11EINIII.ATIIN Y ITII IP PC IT I T"E EICTI CAL PIIVIIE I E' IT PC 2 C' C'--CT" VEI I N- � " 1 1-1 NE. TIN CN"T LEE. NATE IN _, N_ 2_1 P I 'C' T I IEACE " IN PANE III I ICI TI 21 AN121 IIIITCAIEIIIEIILLIN . KE AEA I 11 1. N) N-1 I PVCECI �-T-1111-11-1 1IIE AIIV IVEENEEI CAL CIETE P-1. -1 PC I I-N III C- Pp" I A, E' IT N'l I 2 ' I ' 1 '11 111 IE " EEIITNI ' IEAN I ILL NE' LAI.. � IN I N- � IE I LL IN CIN " T � IT PE 21 E 12 1. 1 1ITA I N- w I AIEA 11112- 1. IN) Date: 10/08/2025 Design:MR job NO:2442 Description: OVERALL ELECTRICAL SITE PLAN Sheet 20 01 2040' 60- ["`E�T, E-200 7m7mmm77 of 22 ALA Series Area Light M I Highlights Sub now Ordering Guide VA -ALA- 300 UV B 4 -50 ALA Series VALRIYA A- Light 0.1 Dimensions 0.2 TechnicatOverI Po._Z LEI ='7 =7' AAIDS �J! T ld I.J- D;T 4 _­J I LIGHTING PHOTOMETRY NOTE .ANIFAITIIEI 1111 DED H FILH AND I.HTIN. ­—AlE TI ­111TE __ L E E ' IHT N ' DATA . . . . TTED DE' N'T N­DE INTE=NEIT' L=' ILAI:E' � TYD' — 'A , N . TDEH ID ITHEI . DID —TAILH D� . .ANIFAIT11— DAI 11 T E 1­11N. AIE 1TI11ED '11 T­ _Dy 1AL111TED LIHT IIELI AIE I I TE 11N IN Ill ` JED DFF=1NN11LE1. _E IN TAL=AT '.HTED A , EA ET'y;NATNHE 'L`.HTE`D`TA'1N' I EEI 11ILDIN11 11 ITHEI IEIIIAL I.E-1 EA " "IDIIE DFFEIELL 1E11LT1 F "" THEIE 11E�IT'EED 1ALIH N—AL TILEIANIH , E '.' "T"T rA­T AND L'. A ANIFAIT11—ILL—AFFEIT-1— Project: 0 Ln < Z: U z rn < < U < Lu u u Z Z Ln Lu Ln _J — Z < -'t < > N V) 17 '1 12 1111 5 111 �2 11�4 M Date:1 0/08/2025 —41 Design:MR job Nn-94 12 1 1­1­2 7 ­111 BI D-1111 7 H­3308 3 - Description: PHOTOMETRIC PLANS AND LIGHTING FIXTURE DETAILS Sheet 21 01 10, 20' 30' E-201 ELECTRICAL PHOTOMETRIC SITE PLAN AND FIXTURE DATA I I - 10 0 1 1J I of 22 AA IDS 15S 111l ING1,1411111 I ,FFV AFUL FAA. V H ... % 10. 30 .4 ASTAP F1554 T"_ LIFIT L­ GRADE 55 HIM. AS. T LF TY'T IF All- �`.'F`T.. STI NINI,"ADN FT. IIETHAT, A�ITA F A D CAN, F A . Fll=DA IF EPA 1 56 SO FT ­ILBE SAO" All ..... T' F .. .. CUTS AID T, WE'LL 1"" WENTH AS ISEFFIFTEIT, ENT, B CIA IN ,INS F . F 'T WASISISAFFLAILED A-AUSIAL SHOT DIP ICALIAN ED EACH AREA LIFIT 11 1 IllN IT0E7Q IFEA0141ElIQ 07 R I0 4 0 SIZE C WITITIFEADET11) (POLY 111CLENFTI)II I I mo 4 1111DITRAINITITEEI III VALE 'A 10,11,4 10 10 4 IF All 411 IIH 0 141 PC IFFI A, eg 11 TO I TO MATCH L­ EPA - I F EQ FT AT 100 . 11 U 0 z 80 WFI.1T- - LEE 0) P, 0) z AAID 4111EC BECONNA. 'A TA ...... ITAIT WFI.1T- I E LB F HAND 10- 'CASE (4) �', C AFTM IT 554 - IRADI Bd 3: HEAVY-DUTY RECEPTACLE COVER N. STALE 3 FE-OVEABLE (1) Piece BASE CO, ER 55 A BE 1­ 'CHO IF EAVI HER D L NITO WASITERE ENCIS COURT III FOR AT EA C" LA CONEIRINUF L CULL STA, C DARD - CECIL MIN -A 4VE7 5 ETD TOO' C"R 11 11 OR F/ ��ITA C. ERIOOCD APPROVED EQ­ (I)AIOTCE -VERTICAL - - - - - - - - - - - - - - - - - - - - - - - - Project: HPIPIRAVEMENT 71/� AITE @1' C -,JOB IRADE T11 WC1, 5B ETD 10 0 C < 0 Lr) IiM A A < T_ u z (7) CONDU LID 4 BELOW —CONCRETE FOUNDATION IRADE ALLRIIERI W1 AI TIES @1, OC AND 10 BENDS INALL MA. TMP BE V ,V ,V PC, IF 1 ALL CONCRETE=E E TRERNM.ATLW(,E.11 TH N ESTOP) IRLDTRO04CO1011E WN AP M NIMUM COME F )ATIIE F EQUA O'S M LISTAT D OR COUNT, D EBELCTIOURRIAL NORMERTEACT C FACL=FTED DATAIC�0,MMIUN CATION C ON FAW T CA FO D BUR A T BLE 0 4 0 CONDUCTORS CONCRETE SHOP APPROVED RACE=T OR OTHER ALL LOCATIO NNECOTT 14 11 11 FIEC FED N All. 100 5 < < = U < I REINFORCIN. STEEL SCALL CONFOR M To ATM A615 'RADE 60 ANCHORS BANCO RAN. AND OTHER EM BEDDED TEM F SUALL BE BECURELL TED N ` ICE BEFORE CONCRETE 11 PLACED N TRENC" BELOW 11 6 ON TON T, CC C C EQUIVALENT I Lu < IZ 4 VIBRATE CONCRETE FULL DEPTH 5 NCRETE BEDE INEDBIAQUDTEITNI LABORATORI BEAR N IF A =ELL CVIL EN IF ME ERE STAN,ALF EAND REV EWED BTE — N Lu _J EN'�NEEMRRARTOORSTFOWUATER UNDER STREETS 14 14 11 AT R ADS U 6 MAAMU TO CEMENT TIO��IMUMENALG BI WEI.1T SMALL 0A BE 0 45 UNLESS OTTEEW BE NOTED USE M 6 SACKS OF CEMENT PER CUBICUARD OF CONCRETE ALLE11 DNVEWA`E I AND RARMIN. LOTS Z Ln TRENCH WIDTH AND DEPTH TO BE ADHUFTED FORALLIOWERCONDUITS COMMUNICATIONECEATA ONDUITS AND OTHER TRADES (1111N. ETC) INDECA 'ED ARE RA E AREA 'AT C"TO PAUCTORILD OF T M AV OR , RIET IN IF M N M ITO I MATCH E.1 STIN, ASPHALT OR CONCRETE L41 _, �2 z J < -,t < > N V) TENNIS COURT LIGHT POLE NO SCALE 5 MANDIOLE ENCLOSURE (1U1 POOR FREE - - - - - - — - NOTE ALL BULL BOACEI TO "AVE SO I DOWN TBAL F C L BE WHERE 30 (ALL ENCLOSURES TO BE LISTED I EPCIOSEDTO VEH LERTRAFFIC INCLUDIN. EMER(FENCIAND OF NTENANCE VE�U CLES ACTED SO L NATIVE0�RRE%O AEDENF11 TV E DEN FREE FROM LAR.E R OCCE FEE CLART ABOVE AND DEBRISIII vv SO DOWN LID WITH E RAVEDWORD FI.NA1 0 0 0 OR TEL 0 ELEI RI AI AS REQUIRED UNCERIR O'S LDWR ILTLAIE POWER CONDUITS A , 0 E OF IN R CA ME PER PLAINS BURIED BELOW AS 4� CEORMUNICA IONINATA E DIETRIBUTEDB, BEETORNENI CONDUITS TO BE MINIMUM T 00 11 FROM POWER CONDUITS TOP OF LID T BE FLUSH WITH FINISH GRADE L W P L FINISH GRADE 1. CONNE CPT 4111 BO=ION NA TFLIHI PH POWER PC F UT�'.R COAST OR ECO , UP FILE VERIFIQ.NTII DEPTHAN CONDU T SPACERS (SADDLED D 6 0 0 C TP CAL R UTILITNI'TA-T =ITH.PWWE F 4,� M P 0 FOFE D 1. HADN11 RAE 1,B0E0 R I NO TH OF D ALL UNDER(FROUND CONDUITS PICAL BEATER B OTHERWISE ON P, OF PVC SCH 40 UNLESS NOTED TH EDETA, I R E.Agg;AFFEES] RE AT RE M ETT'S =CPOE NDUT Date: 10/08/2025 Design MR TE E L(�.b NO: 2442 REINFORCED CONCRETE FOR WTHCONCRETE EITENIION WHERE SHOWN) lop Description: BT PER SITE PIN ELECTRICAL DETAILS 12 DEEP COMPACTED CRAVELBASE NOTE WHERE ENCLOSURE EADHACE TTO CONCRETEWALK PULL FOR SISIN. TO BE PER 202 Sheet 22 E 301 NOTUSED NO SCALE 7 PULL BOXIDETAIL I NOSGALEJ 4 1 TRENCH DETAIL NO SCALE of22 EXHIBIT B Technical Specifications Valencia Heritage Park DOCUMENT 00 01 05 TABLE OF CONTENTS DOCUMENT/SECTION No. —TITLE DATE INTRODUCTORY DOCUMENTS 00 01 05 — TABLE OF CONTENTS 1/30/2026 00 63 13 — REQUEST FOR INFORMATION FORM 1/30/2026 00 63 25 — SUBSTITUTION REQUEST FORM 1/30/2026 INFORMATION AVAILABLE TO CONTRACTOR NOTE: ELECTRONIC BIDDING AND CONSTRUCTION CONTRACT DOCUMENTS TO BE PROVIDED THROUGH CONSTRUCTION MANAGER OR OWNERS REPRESENTATIVE. NOTE: SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS ARE REPRESENTED ON PLAN SET. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OR OWNERS REPRESENTATIVE IF A CONFLICT ARISES. DIVISION 1 —GENERAL REQUIREMENTS 01 26 00 — CONTRACT MODIFICATION PROCEDURES 1/30/2026 01 26 13 — REQUESTS FOR INFORMATION 1/30/2026 01 29 73 — SCHEDULE OF VALUES 1/30/2026 01 31 00 — PROJECT MANAGEMENT AND COORDINATION 1/30/2026 01 32 00 —CONSTRUCTION PROGRESS DOCUMENTATION 1/30/2026 01 33 00 — SUBMITTAL PROCEDURES 1/30/2026 01 35 00 — SPECIAL PROCEDURES 1/30/2026 01 35 43 — ENVIRONMENTAL PROCEDURES 1/30/2026 01 41 00 —REGULATORY REQUIREMENTS 1/30/2026 01 42 13 — REFERENCE STANDARDS AND ABBREVIATIONS 1/30/2026 01 45 00 — QUALITY CONTROL 1/30/2026 01 50 00 — TEMPORARY FACILITIES AND CONTROLS 1/30/2026 01 51 00 —TEMPORARY UTILITIES 1/30/2026 01 52 00—CONSTRUCTION FACILITIES 1/30/2026 01 54 00 —CONSTRUCTION AIDS 1/30/2026 01 55 00 — VEHICULAR ACCESS AND PARKING 1/30/2026 01 55 29 —CONSTRUCTION STAGING AREAS 1/30/2026 01 56 00 — TEMPORARY BARRIERS AND ENCLOSURES 1/30/2026 01 56 33 — TEMPORARY SECURITY BARRIERS AND ENCLOSURES 1/30/2026 Department of Public Works 00 01 05-1 Project# P1021 City of Santa Clarita Table of Contents Valencia Heritage Park 01 57 00 — TEMPORARY CONTROLS 1/30/2026 01 58 00 — PROJECT IDENTIFICATION 1/30/2026 01 60 00 — PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 1/30/2026 01 60 01 — SUBSTITUTION REQUEST FORM (POST -BID) 1/30/2026 01 71 00 — EXAMINATION AND PREPARATION 1/30/2026 01 73 00 — EXECUTION 1/30/2026 01 73 29 — CUTTING AND PATCHING 1/30/2026 01 74 00 — CLEANING AND WASTE MANAGEMENT 1/30/2026 01 75 00 — STARTING AND ADJUSTING PROCEDURES 1/30/2026 01 77 00 — CONTRACT CLOSEOUT PROCEDURES 1/30/2026 01 78 23 — OPERATION AND MAINTENANCE DATA 1/30/2026 01 78 33 — PRODUCT WARRANTIES AND BONDS 1/30/2026 01 78 36 — WARRANTIES 1/30/2026 01 78 39 — PROJECT RECORD DOCUMENTS 1/30/2026 01 79 00 — DEMONSTRATION AND TRAINING 1/30/2026 DIVISION 2 — EXISTING CONDITIONS 02 00 00 — EXISTING CONDITIONS 1/30/2026 02 41 13 — SITE DEMOLITION 1/30/2026 02 58 00 — GAME COURT SURFACING STRIPING 1/30/2026 02 86 00 — TENNIS WINDSCREEN 1/30/2026 DIVISION 3 — CONCRETE 03 10 00—CONCRETE FORMS AND ACCESSORIES 1/30/2026 03 20 00 —CONCRETE REINFORCING 1/30/2026 03 21 00 — REINFORCING STEEL 1/30/2026 03 30 00 — CAST -IN -PLACE CONCRETE 1/30/2026 0331 10 —GAME COURT CONCRETE 1/30/2026 DIVISION 5 — METALS 05 05 23 — METAL FASTENINGS 1/30/2026 DIVISION 12 — SITE FURNISHINGS 12 93 00 — SITE FURNISHINGS 1/30/2026 DIVISION 31 — EARTHWORK Department of Public Works 0001 05-2 Project# P1021 City of Santa Clarita Table of Contents Valencia Heritage Park 31 00 00 — EARTHWORK 1/30/2026 31 10 00 — SITE CLEARING 1/30/2026 31 22 00 — GRADING 1/30/2026 31 23 00 — EXCAVATION AND FILL 1/30/2026 DIVISION 32—EXTERIOR IMPROVEMENTS 32 13 13—CONCRETE PAVING 1/30/2026 32 31 13 — CHAIN LINK FENCES AND GATES 1/30/2026 32 84 00 — LANDSCAPE IRRIGATION SYSTEM 1/30/2026 32 90 00 — PLANTING 1/30/2026 DIVISION 33—UTILITIES 33 00 00 — UTILITIES 1/30/2026 33 10 00 — WATER UTILITIES 1/30/2026 END OF DOCUMENT Department of Public Works 0001 05-3 Project# P1021 City of Santa Clarita Table of Contents Document 00 63 13 RFI - City of Santa Clarita REQUEST FOR Valencia Heritage Park INFORMATION To: Request for Information (RFI) No. Date: From: Refer to RFI procedures specified in Section 01 26 13 - Requests for Interpretation. This RFI, when completed, is not authorization for change to the Contract Documents. Changes to the Contract Documents are authorized only by properly executed Construction Change Directive or Change Order. CONTRACTOR'S REQUEST FOR INFORMATION: References in Contract Drawings and Specifications: Drawing References: Detail Numbers Specification References: Section No. -Title: Articles / Paragraphs: Comments: Submitted by: (typed name) Signed: ARCHITECT'S INTERPRETATION OF CONTRACT DOCUMENTS Date of Receipt: From: To: Response: Title: Date: Pages: Date of Response: For Architect: Signed Date: Name Title: ❑ Attachments: Department of Public Works 00 63 13-1 Project# P 1021 City of Santa Clarita Project Management and Coordination SUBSTITUTION City of Santa Clarita REQUEST Valencia Heritage Park FORM To From: Summary: Drawing References: Drawing Detail Numbers: Specification References: Section No. - Title: Articles / Paragraphs: Proposed Substitution: Proposed Manufacturer: Address: Trade Name: Substitution Request No. Date: Refer to product options and substitutions specified in Section 01 60 00 - Product Requirements. Pages: Contact: Phone: Model No.: History: ❑ New product ❑ 1-4 years in market ❑ 5-10 years in market ❑ Over 10 years in market Similar Installations of Proposed Substitute Products: (add attachment for additional examples) Project: Address: Differences between proposed substitution and specified products: Architect: Owner: Date Installed: Describe changes to the Contract Documents necessary for proper installation, interfaces and service if the proposed substitution is accepted: Attach complete data, including product descriptions, specifications, drawings, photographs and performance and test data adequate for evaluation of the request. Clearly annotate applicable portions of the data. Include ICC Evaluation Service (ICC ES) Evaluation Report, if applicable. Point -by -Point comparison against detailed and specified products is attached: ❑ MANDATORY FOR CONSIDERATION. Attached are: ❑ Drawings ❑ Product Data ❑ Samples ❑ Test Data ❑ Reports ❑ Department of Public Works 00 63 25-1 Project# P 1021 City of Santa Clarita Project Management and Coordination SUBSTITUTION City of Santa Clarita REQUEST Valencia Heritage Park Project For use during Bidding FORM The Undersigned certifies: ❑ Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. ❑ Proposed substitution complies with applicable Codes, ordinances and standards. ❑ Same warranty/guarantee will be furnished for proposed substitution as for specified products. ❑ Same maintenance service and source of replacement parts, as applicable, are available. ❑ Proposed substitution will have no adverse effect on related Work and will not affect or delay progress of the Work. ❑ Proposed substitution does not affect dimensions and functional clearances. ❑ Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. Submitted by: (typed name) Signed: Title: Date: ARCHITECT'S REVIEW AND ACTION ❑ Proposed substitution is acceptable as described in applicable Addendum to Bidding Documents. Substitution is not authorized unless included in Addendum to Bidding Documents. ❑ Substitution rejected - No change is authorized. Bid shall be based on specified products. ❑ Substitution Request received too late. Substitution rejected - No change is authorized. Bid shall be based on specified products in Bidding Documents. Substitution after execution of Contract, if requested, shall comply with requirements specified in Section 01 60 00 - Product Requirements. For Architect: Signed Name END OF DOCUMENT Add attachments as noted. Date: Department of Public Works 00 63 25-2 Project# P 1021 City of Santa Clarita Project Management and Coordination Valencia Heritage Park SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES PART1-GENERAL 1.1 SECTION INCLUDES A. Administrative requirements for changes in the Work. B. Construction Bulletins, containing: 1. Architect's Supplemental Instructions. 2. Requests for Proposal. 3. Construction Change Directives. C. Change Orders. D. Reconciliation of Change Orders. 1.2 RELATED DOCUMENTS AND SECTIONS A. Agreement: Monetary values to be used in computing Change Orders. B. General Provisions of the Contract: Governing requirements for changes in the Work, in Contract Sum and Contract Time. C. Section 01 60 00 - Product Requirements: Product options, substitutions, omissions, and incorrect descriptions. D. Section 01 77 00 - Contract Closeout Procedures: Project record documents. 1.3 ADMINISTRATIVE REQUIREMENTS FOR CHANGES IN THE WORK A. Contract Requirements for Changes in the Work: Comply with provisions of the General Provisions of the Contract. B. Administrative Requirements for Changes in the Work: All changes to approved Drawings and Specifications shall be made by Change Order and shall be subject to approval of Authority Having Jurisdiction (AHJ). 1. Comply with administrative requirements specified in this Section preparation, submission, review, and approval of changes in the Work. 2. Administrative procedures are specified for Architect's Supplemental Instructions, Construction Change Directives and Change Orders. Department of Public Works 01 26 00-1 Project# P 1021 City of Santa Clarita Contract Modification Procedures Valencia Heritage Park 3. The Architect will prepare and issue a Bulletin on which the Architect's Supplemental Instructions, a Construction Change Directive or a Request for Proposal will be presented to the Contractor for action. C. Responsible Person for Contractor: Submit name of the individual authorized to receive construction change documents, and who is responsible for informing others in Contractor's employ or subcontractors of changes in the Work. D. Change Order Forms: Form as directed by Owner. 1.4 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS A. Architect's Supplemental Instructions: Minor changes in the Work, not involving an adjustment in either the Contract Sum or Contract Time, as authorized by the General Provisions of the Contract, may be presented by the Architect using American Institute of Architects (AIA) Document G710 - Architect's Supplemental Instructions, or correspondence containing similar information. Should the Architect's Supplemental Instructions result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the General Provisions of the Contract. 1.5 REQUESTS FOR PROPOSAL A. Architect- or Owner -Initiated Requests for Proposal: Architect will prepare and issue a Request for Proposal through the Construction Manager, which will include a detailed description of a proposed change, with supplementary or revised Drawings and Specifications as appropriate. Such Request for Proposal may include an estimate of additions or deductions in Contract Time and Contract Sum for executing the change and may include stipulations regarding overtime work and the period of time the requested response from the Contractor shall be considered valid. Contractor shall prepare and submit a response to the Request for Proposal within 10 days of the date of the Request for Proposal. Issuance of such a request by the Owner shall not indicated authorization for the Contractor to proceed with the proposed change. Changes will be approved only by an approved Construction Change Directive and Change Order. B. Contractor -Initiated Request for Proposal: The Contractor may propose a change by submitting a request for a change to Construction Manager, with a copy to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and a full description of effects on the Contract Sum, Contract Time, related Work and work being performed under separate contracts. Requests for substitutions shall be included under this category, with procedures as specified in Section 01 60 00 - Product Requirements. Department of Public Works City of Santa Clarita 01 26 00-2 Project# P 1021 Contract Modification Procedures Valencia Heritage Park 2. After review of the request and with approval of Construction Manager, Architect will prepare a Request for Proposal, as described above. 3. Issuance of such a request by Construction Manager shall not indicated authorization for the Contractor to proceed with the proposed change. 4. Changes will be approved only by a signed Construction Change Directive or Change Order. 1.6 CONTRACTOR'S RESPONSE TO REQUESTS FOR PROPOSAL A. Substantiating Data for Proposed Changes in Contract Sum and Contract Time: Contractor shall provide full information required for evaluation of proposed changes and to substantiate costs of changes in the Work. 1. Document each quotation for a change in Contract Sum and Contract Time, with sufficient data to allow evaluation of the quotation. 2. Upon request, provide additional data to support computations: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for change in Contract Time, if claimed. e. Credit for deletions from Contract, similarly documented. B. Cost and Time Resolution: If amounts for changes in Contract Sum and Contract Time cannot be agreed upon by Owner and Contractor, amounts shall be resolved in accordance with provisions of the General Provisions of the Contract for resolution of disputes and the following: Contractor shall keep accurate records of time, both labor and calendar days, and cost of materials and equipment. 2. Contractor shall prepare and submit an itemized account and supporting data after completion of changed Work, within the time limits indicated in the General Provisions of the Contract. 3. Contractor shall provide full information as required and requested, for Owner to evaluate and substantiate proposed costs and time for the change in the Work. 4. When Owner and Contractor determine mutually -acceptable amounts for changes in Contract Sum and Contract Time, a Change Order shall be executed for these amounts. 5. Owner shall have the right to audit Contractor's invoices and bid quotations to substantiate costs for Change Orders. C. Construction Changes Based on Stipulated Sum or Time: Based on the Contractor's response to a Request for Proposal or Construction Change Directive, Construction Manager and Architect will review the response. Owner and Contractor shall negotiate a mutually acceptable adjustment in Contract Sum and Contract Time, as appropriate, prior to performance of the changed Work. Department of Public Works 01 26 00-3 Project# P 1021 City of Santa Clarita Contract Modification Procedures Valencia Heritage Park A Change Order for the stipulated amounts shall be prepared based on the stipulated sum and change in time. D. Construction Changes Based on Unit Costs or Quantities: When the scope of a change in the Work cannot be accurately determined in advance, a Construction Change Directive shall be executed based on mutually -acceptable quantities and pre -determined unit prices. Actual costs shall be determined after completion of the Work and a Change Order for this amount shall be executed. E. Construction Changes Based on Time and Material Costs: When the scope of a change in the Work cannot be accurately determined in advance, a Construction Change Directive shall be executed based upon an agreement that Owner will adjust the Contract Sum and the Contract Time based on actual costs and time expended by the Contractor in performance of the change. 1.7 CHANGE ORDERS A. Change Order Preparation, General: In response to each Request for Proposal or Construction Change Directive, Contractor shall submit information for review by Construction Manager and Architect, in order to confirm the scope of the proposed change and to determine the acceptable amounts, if any, for changes to be made in the Contract Sum and Contract Time. In accordance with General Provisions of the Contract, the Construction Manager and Architect will review the Contractor's response to the Request for Proposal or Construction Change Directive, confirm the scope of the proposed change and determine with the Contractor the acceptable amounts, if any, for changes in the Contract Time and the Contract Sum. 3. When agreement is reached on changes, if any, in the Contract Time and the Contract Sum, the Architect will prepare a Change Order using a form as directed by Owner, with supplementary documents as necessary to describe the change and the associated costs and schedule impacts. Architect will prepare Change Order documents, including drawings, specifications, and other supporting documents. Owner, Construction Manager and Contractor shall sign the Change Order indicating acceptance and approval of the change. B. Execution of Change Orders: Upon approval of the Change Order by Owner and Contractor, Contractor shall promptly execute the change in the Work. 1.8 CONSTRUCTION CHANGE DIRECTIVES A. Construction Change Directives: In accordance with provisions of the General Provisions of the Contract, the County through the Construction Manager may direct the Contractor to proceed with a change in the Work prior to formal preparation, review, agreement, and approval of a Change Order, in order to not delay construction. Architect will prepare and issue a Construction Change Directive which, when signed by the Construction Manager and the Architect, shall instruct the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Department of Public Works City of Santa Clarita 01 26 00-4 Project# P 1021 Contract Modification Procedures Valencia Heritage Park Construction Change Directives shall follow procedures specified above in Article titled "CHANGE ORDERS," except that Contractor shall immediately proceed with the change upon receipt of the signed Change Directive. 3. Construction Change Directives shall be incorporated into subsequent Change Order prepared, reviewed, and approved as specified in Article above titled "CHANGE ORDERS." 4. All Construction Change Directives shall be subject to modification according to subsequent review, if required, by Authority Having Jurisdiction (AHJ). 5. Should the Construction Change Directive result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the General Provisions of the Contract. 1.9 RECONCILIATION OF CHANGE ORDERS A. Schedule of Values: Contractor shall promptly revise the Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjustment to the Contract Sum. B. Schedules: Contractor shall promptly revise progress schedules to reflect changes in Contract Time, revising sub -schedules to adjust time for other items of Work as may be affected by the change. Contractor shall submit revised schedules at the next Application for Payment following approval and acceptance of the Change Order. PART2-PRODUCTS Not applicable to this Section. PART 3 - EXECUTION Not applicable to this Section. Department of Public Works City of Santa Clarita END OF SECTION 01 26 00-5 Project# P 1021 Contract Modification Procedures Valencia Heritage Park SECTION 01 26 13 REQUESTS FOR INFORMATION PART 1 -GENERAL 1.1 DEFINITIONS A. Request for Information: A document submitted by the Contractor requesting clarification of a portion of the Contract Documents, hereinafter referred to as an RFI. 1.2 CONTRACTOR'S REQUESTS FOR INFORMATION (RFIs) A. Contractor's Requests for Information (RFIs): Should Contractor be unable to determine from the Contract Documents the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of Work is described differently at more than one place in the Contract Documents; the Contractor shall request that the Architect make an interpretation of the requirements of the Contract Documents to resolve such matters. Contractor shall comply with procedures specified herein to make Requests for Information (RFIs). B. Submission of RFIs: RFIs shall be prepared and submitted on the form enclosed following this Section. Use appropriate form for pre -bid and post -bid inquiry. Make submission to Construction Manager with copy to Architect. Forms shall be completely filled in with all required information. Incomplete forms will be rejected. Submit RFIs in Adobe Acrobat Portable Document Format (PDF), as digitally completed form or scanned document. If prepared by hand, information on RFI form shall be fully legible after copying by xerographic process or scanning into PDF digital file. 3. Each RFI shall be given a discrete, consecutive number. 4. Each page of the RFI and each attachments to the RFI shall bear the Project name, Project number, date, RFI number and a descriptive title. 5. Contractor shall sign all RFIs attesting to good faith effort to determine from the Contract Documents the information requested for interpretation. Frivolous RFIs shall be subject reimbursement from Contractor to Owner for fees charged by Architect, Architect's consultants and other design professionals engaged by Owner. C. Subcontractor -Initiated and Supplier -Initiated RFIs: RFIs from subcontractors and material suppliers shall be submitted through, be reviewed by and be attached to an RFI prepared, signed and submitted by the Contractor. RFIs submitted directly by subcontractors or material suppliers will be returned unanswered to the Contractor. Contractor shall review all subcontractor- and supplier -initiated RFIs and take actions to resolve issues of coordination, sequencing, and layout of the Work. Department of Public Works 01 26 13-1 City of Santa Clarita Project# P 1021 Requests for Information Valencia Heritage Park RFIs submitted to request clarification of issues related to means, methods, techniques, and sequences of construction or for establishing trade jurisdictions and scopes of subcontracts will be returned without interpretation. Such issues are solely the Contractor's responsibility. 3. Contractor shall be responsible for delays resulting from the necessity to resubmit an RFI due to insufficient or incorrect information presented in the RFI. D. Requested Information: Contractor shall carefully examine the Contract Documents to ensure that information sufficient for interpretation of requirements of the Contract Documents is not included. RFIs that request interpretation of requirements clearly indicated in the Contract Documents will be returned without interpretation. In all cases in which RFIs are issued to request clarification of issues related to means, methods, techniques and sequences of construction, for example, pipe and duct routing, clearances, specific locations of Work shown diagrammatically, apparent interferences and similar items, the Contractor shall furnish all information required for the Architect to analyze and/or understand the circumstances causing the RFI and prepare a clarification or direction as to how the Contractor shall proceed. If information included with this type RFI by the Contractor is insufficient, the RFI will be returned unanswered. E. Unacceptable Uses for RFIs: RFIs shall not be used for the following purposes: To request approval of submittals (use procedure specified in Section 01 33 00 - Submittals Procedures). To request approval of substitutions (refer to Section 01 60 00 - Product Requirements). 3. To request changes that entail change in Contract Time and Contract Sum (comply with provisions of the General Provisions of the Contract, as discussed in detail during pre -construction meeting). 4. To request different methods of performing Work than those indicated in the Contract Drawings and Specifications (comply with provisions of the General Provisions of the Contract). F. Disputed Requirements: In the event the Contractor believes that a clarification by the Architect results in additional cost or time, Contractor shall not proceed with the Work indicated by the RFI until authorized to proceed by the Construction Manager and claims, if any, are resolved in accordance with provisions in the General Provisions of the Contract. G. RFI Log: Contractor shall prepare and maintain a log of RFIs, and at any time requested by the Architect, the Contractor shall furnish copies of the log showing all outstanding RFIs. H. Review Time: Architect will return RFIs to Contractor within 5 to 10 working days of receipt. RFIs received after 12:00 noon shall be considered received on the next regular working day for the purpose of establishing the start of the response period. PART2-PRODUCTS Not Applicable to this Section. Department of Public Works 01 26 13-2 City of Santa Clarita Project# P 1021 Requests for Information Valencia Heritage Park PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 26 13-3 City of Santa Clarita Project# P 1021 Requests for Information Valencia Heritage Park SECTION 01 29 73 SCHEDULE OF VALUES PART 1 — GENERAL 1.1 SECTION INCLUDES: A. Description B. Format C. Submittals D. Substantiating Data E. Periodic Updates 1.2 RELATED REQUIREMENTS General Conditions — Article 41 Schedule of Values Section 01 32 13 — Contract Schedules 1.3 INCLUDED: A. Description 1. Provide a detailed breakdown of the agreed Contract Sums showing values allocated to each of the various parts of the Work, as specified herein and in other provisions of the Contract Documents. 2. Provide, if requested by the City Project Engineer, copies of contracts with all subcontractors and suppliers. B. Format 1. Schedule of Values to be prepared on the table in Exhibit E Schedule of Values. 2. The Technical Specification's Table of Contents may be used for a preliminary listing of the component parts of the Schedule of Values. Each line item shall be identified by number and title of major specifications section. a. For each major subcontract, list products and operations of that subcontract as separate line items. b. List direct installed value of each major item of work and each subcontracted item of work as a separate line item to serve as a basis for computing values for progress payments. Round off values to nearest dollar. 3. The schedule of values shall be provided for all lump sum bid items. The sum of the amounts for the units of work listed in the schedule of values for each lump sum bid item shall be equal to the contract lump sum price. Contractor shall include the following breakdown of items in the schedule of values as noted in Exhibit E Schedule of Values or as otherwise requested by the Engineer. 4. Change Orders shall be individually separated and individually tracked. Department of Public Works 01 29 73-1 Project# P 1021 City of Santa Clarita Schedule of Values Valencia Heritage Park 5. The Schedule of Values shall be the basis for the cost -loaded Contract Schedule. 6. The Schedule of Values shall not be "front-end loaded." C. Submittals 1. Within ten (10) calendar days of receipt of the Notice of Award submit three (3) copies of the Schedule of Values. 2. Meet with the City Project Manager and determine additional data, if any, required to be submitted. Secure the City Project Manager's approval of the Schedule of Values prior to submitting first Application Payment. D. Substantiating Data 1. When so required by the City Project Engineer, provide copies of the subcontracts, or other data acceptable to the City Project Engineer, substantiating the sums described. E. Modifications 1. If the Contractor requests to modify the approved Schedule of values, he must do so in writing and state specific reasons for such modifications. Any modifications made to the approved Schedule of Values and not acknowledged by the City Project Engineer, shall be deemed unacceptable and returned to the Contractor unreviewed. END OF SECTION Department of Public Works 01 29 73-2 Project# P1021 City of Santa Clarita Schedule of Values Valencia Heritage Park SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION PART1-GENERAL 1.1 SECTION INCLUDES A. Coordination of Work under Contract. B. Pre -construction conference. C. Construction progress meetings. D. Pre -installation conferences. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Various types of Work to be coordinated. B. Section 01 32 00 - Construction Progress Documentation: General requirements for construction progress schedules and construction progress reports, to be reviewed at construction progress meetings. C. Section 01 33 00 - Submittal Procedures: General requirements for submittals schedule, to be reviewed at construction progress meetings. D. Section 01 45 00 - Quality Control: General requirements for construction quality, to be reviewed at construction progress meetings. E. Section 01 60 00 - Product Requirements: Coordination of products, especially general requirements for system completeness and product substitutions. 1.3 COORDINATION A. Coordination: Contractor shall coordinate the Work as stated in the General and Special Provisions of the Contract. Contractor shall also coordinate Work under the Contract with work under separate contracts by Owner's Representative. B. Relationship of Contract Documents: Drawings, Specifications, and other Contract Documents in the Project Manual are intended to be complementary. What is required by one shall be as if required by all. What is shown or required, or may be reasonably inferred to be required, or which is usually and customarily provided for similar work, shall be included in the Work. C. Discrepancies in Contract Documents: In the event of error, omission, ambiguity or conflict in Drawings or Specifications, Contractor shall bring the matter to Owner's Representative attention in a timely manner during the bidding period, for Owner's Representative's determination and direction in accordance with provisions of the General and Special Provisions of the Contract. D. Construction Interfacing and Coordination: Layout, scheduling and sequencing of Work shall be solely the Contractor's responsibility. Department of Public Works 01 31 00-1 Project# P 1021 City of Santa Clarita Project Management and Coordination Valencia Heritage Park Contractor shall verify, confirm, and coordinate field measurements so that new construction correctly and accurately interfaces with conditions existing prior to construction. Contractor shall bring together the various parts, components, systems, and assemblies as required for the correct interfacing and integration of all elements of Work. Contractor shall coordinate Work to correctly and accurately connect abutting, adjoining, overlapping, and related elements including work under separate contracts by Owner's Representative, utility agencies and companies. 1.4 COORDINATION OF SUBCONTRACTS AND SEPARATE CONTRACTS A. Superintendence of Work: Contractor shall appoint a field superintendent and a project manager, who shall directly and full time supervise and coordinate all Work of the Contract. B. Subcontractors, Trades and Materials Suppliers: Contractor shall require all subcontractors, trades, crafts, and suppliers to coordinate their portions of Work with the Contractor's field superintendent to prevent scheduling, sequencing, dimensional and other conflicts, and omissions. C. Coordination with Work Under Separate Contracts: Contractor shall coordinate and schedule Work under the Contract with work being performed for Project under separate contracts by Owner's Representative, serving utilities and public agencies. Contractor shall make direct contacts with parties responsible for work of the Project under separate contracts, in order to provide timely notifications and to facilitate information exchanges. 1.5 PRE -CONSTRUCTION CONFERENCE A. Preconstruction Conference: Construction Manager will administer the pre -construction conference for execution of Owner's Representative -Contractor Agreement and exchange of preliminary submittals and other data. B. Schedule: Schedule Pre -construction Conference within 10 days of construction start date established in the Notice to Proceed. C. Location: Pre -construction conference will be held at a location as directed by Construction Manager. 1.6 SITE MOBILIZATION CONFERENCE A. Site Mobilization Conference: Construction Manager will administer site mobilization conference for clarification of responsibilities of Owner's Representative, other responsible design professionals and Contractor in use of site and for review of Contract administration. B. Schedule: Site mobilization conference shall occur within 14 days of Notice to Proceed, unless otherwise directed. C. Location: At Project site, unless otherwise directed. D. Agenda: Site Mobilization Conference shall cover the following topics as a minimum. Department of Public Works 01 31 00-2 Project# P 1021 City of Santa Clarita Project Management and Coordination Valencia Heritage Park Special Project Procedures: Site access restrictions, if any, and requirements to avoid disruption of operations at adjoining facilities. 2. Subcontractors List: Distribute and discuss list of subcontractors and suppliers. 3. Construction Schedule: Distribute and discuss initial construction schedule and critical path sequencing of major elements of Work, including work under separate contracts by serving utility agencies and companies and Owner's Representative. 4. Designation of Key Personnel: Contractor shall designate key personnel and provide a name and address list which includes the following. a. Contractor: Project Manager and Superintendent. b. Major subcontractors: Principal/Project Manager and Superintendent. c. Major materials suppliers: Contact person. 5. Project Communication Procedures: Review requirements and administrative requirements for written and oral communications. 6. Change Procedures: Review requirements and administrative procedures for Change Orders, Construction Change Directives, Architect's supplemental instructions and Contractor's Requests for Interpretation (RFI's). 7. Coordination: Review requirements for Contractor's coordination of Work; review sequence and schedule for work being performed for Owner's Representative under separate contracts. 8. Site Access by Owner's Representative: Review requirements and administrative procedures Contractor may wish to institute for identification and reporting purposes. 9. Permits and Fees: Review Contract requirements and review schedule and process for obtaining permits and paying fees. 10. Construction Facilities and Temporary Utilities: Designate storage and staging areas, construction office areas; review temporary utility provisions; present Owner's Representative's requirements for use of premises. 11. Materials and Equipment: Review substitution requirements; review schedule for major equipment purchases and deliveries. 12. Testing and Inspection: Review tests and inspections to be performed by the following. a. Independent testing and inspection agency. b. Manufacturers and installers. c. Serving utilities and public agencies. d. Authorities having jurisdiction. 13. Submittals Administration: Review administrative procedures for shop drawings, product data and samples submittals and review of preliminary Submittals Schedule. 14. Project Record Documents: Review requirements and procedures for project record drawings and specifications. Department of Public Works 01 31 00-3 Project# P 1021 City of Santa Clarita Project Management and Coordination Valencia Heritage Park 15. Operation and Maintenance Data: Format and content of operation and maintenance manuals; instruction of Owner's Representative's personnel. 1.7 CONSTRUCTION PROGRESS MEETINGS A. Schedule: Project meetings shall be periodically scheduled throughout progress of the Work. Frequency shall be as determined necessary for progress of Work. Generally, it is intended that progress meetings be held at weekly intervals during the time of the Contract. B. Administration: Contractor shall make physical arrangements for meetings. Construction Manager will prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within two days to Contractor, Owner's Representative, participants, and those affected by decisions made at meetings. Every discussion item at Project meetings shall be numerically identified and carried through subsequent meeting minutes until resolved. C. Attendance: Contractor's project manager and jobsite superintendent shall attend each meeting. Contractor's subcontractors and suppliers may attend as appropriate to subject under discussion. Owner's Representative will have a representative attend each meeting. Owner's Representative's consultants, as appropriate to agenda topics for each meeting and as provided in Owner's Representative Agreement, will also attend. D. Meeting Time and Location: As mutually agreed by Construction Manager, Contractor, and Owner's Representative, at on -site location. E. Special Meetings: As necessary, Construction Manager may convene special meetings to discuss specific construction issues in detail and to plan specific activities. F. Site Inspections: Field Quality Control All site re -inspections due to either the site or contractor not being prepared or nonconformance with the Construction Documents shall be back -charged to the contractor. These costs shall be paid for by the contractor prior to the Design team member's participation in any future site visits. Final Review: At, or near the end of specified Landscape Maintenance Period, the contractor shall make written request for a final review and the work shall be reviewed for conformance with the Construction Documents. If work is not accepted at time of review, a punch list of items requiring attention will be issued to the contractor for correction. The Landscape Maintenance Period shall be extended at contractor's sole cost as necessary. Upon completion of the punch - list the contractor shall again make written request for review. If, upon re -visiting the site, it is found that the punch list has not been completed, the review shall end and the contractor shall be back -charged for all additional visits. 1.8 PRE -INSTALLATION CONFERENCES A. Pre -Installation Conferences: When specified in individual product specification Sections, convene a pre -installation conference prior to commencing Work specified in individual product Sections. Require attendance by representatives of firms whose activities directly affect or are affected by Work specified in the Section. Department of Public Works 01 31 00-4 Project# P 1021 City of Santa Clarita Project Management and Coordination Valencia Heritage Park Review conditions of installation, preparation and installation procedures and coordination with related Work and work under separate contracts. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 31 00-5 Project# P1021 City of Santa Clarita Project Management and Coordination Valencia Heritage Park SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION PART1-GENERAL 1.1 CONSTRUCTION PROGRESS SCHEDULE A. Construction Progress Schedule: Prepare Construction Progress Schedule using scheduling software program, as acceptable to Construction Manager. B. Format: Bar chart. Include listings in chronological order according to the start date for each activity. 1. Identify each activity with the applicable Specification Section Number. 2. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. 3. Identify work of separate stages and other logically grouped activities. 4. Include conferences and meetings in schedule. 5. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. 6. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner -furnished products, Products identified under Allowances, and dates reviewed submittals will be required from Owner's Representative. Indicate decision dates for selection of finishes. 7. Indicate delivery dates for owner -furnished products. 8. Provide legend for symbols and abbreviations used. C. Schedule Size: When printed, 24" x 36" or width as necessary. Text shall be legible when printed and minimum 8.5 point font size. 1. Sheets shall fold neatly to multiple of 8-1/2" x 11" (216 x 280 mm) for filing. 2. Scale and spacing in content shall allow for notations and revisions. 3. Include each submitted schedule and update also in digital form for analysis and filing. D. Recovery: If at any time project completion is ten (10) or more working days behind schedule, the Contractor shall submit a recovery schedule, subject to approval, showing how the original completion date will be met. 1.2 REVIEW AND EVALUATION OF SCHEDULE A. Review: Participate in joint review and evaluation of schedule with Construction Manager and Architect, as necessary or requested. Department of Public Works 01 32 00-1 Project# P 1021 City of Santa Clarita Construction Progress Documentation Valencia Heritage Park B. Evaluation: Evaluate project status to determine Work behind schedule and Work ahead of schedule. C. Revision: After review, revise schedule as necessary as result of review, and resubmit within 5 working days. 1.3 UPDATING CONSTRUCTION PROGRESS SCHEDULE A. Maintenance of Construction Progress Schedule: 1. Maintain schedules to record actual start and finish dates of completed activities. 2. Indicate progress of each activity to date of revision, with projected completion date of each activity. 3. Annotate diagrams to graphically depict current status of Work. 4. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. 5. Indicate changes required to maintain Date of Completion. 6. Submit reports required to support recommended changes. B. Narrative: Prepare and submit narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect including the effects of changes on schedules of separate contractors. 1.4 DISTRIBUTION OF SCHEDULE A. Distribution of Schedule: 1. Distribute copies of updated schedules to Construction Manager (two copies), Owner's Representative, Contractor's project site file, and to Subcontractors and suppliers. 2. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 32 00-2 Project# P 1021 City of Santa Clarita Construction Progress Documentation Valencia Heritage Park SECTION 01 33 00 SUBMITTAL PROCEDURES PART1-GENERAL 1.1 SECTION INCLUDES A. Administrative requirements for shop drawings, product data and samples submittals. B. Administrative requirements for submittals reporting results of tests and inspections, during field Work. C. Contractor's review of submittals. D. Architect's review of submittals. E. Reports of results of tests and inspections. F. Requirements for deferred approvals. G. Distribution of submittals after review. 1.2 RELATED SECTIONS A. Section 01 26 00 - Contract Modification Procedures: Procedures for submitting documentation for Proposal Requests, Construction Change Directives and Change Orders. B. Section 01 31 00 - Project Management and Coordination: Procedures for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings. C. Section 01 32 00 - Construction Progress Documentation: Procedures for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule. D. Section 01 26 13 - Requests for Information: Procedures for submitting Requests for Information (RFIs).. E. Section 01 45 00 - Quality Control: Procedures for submitting test and inspection reports. F. Section 01 74 19 — Construction Waste Management and Disposal: Submittals for Construction and Demolition (C&D) Waste Estimate, Construction and Demolition (C&D) Waste Management Plan and Construction and Demolition (C&D) Waste Management Reports. G. Section 01 60 00 - Product Requirements: Procedures for submitting requests for substitutions of materials, products, equipment, and systems. H. Section 01 77 00 - Contract Closeout Procedures: Procedures for submitting lien and bonding company releases, keys, inspection records from authorities having jurisdiction and insurance documents. I. Section 01 78 23 - Operation and Maintenance Data: Procedures for submitting operation and maintenance manuals and documentation from instruction of City's personnel. Department of Public Works 01 33 00-1 Project# P 1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park J. Section 01 78 33 — Warranties and Bonds: Procedures for submitting warranty and guarantee documentation. K. Section 01 78 39 - Project Record Documents: Procedures for submitting Record Drawings, Record Specifications, and Record Product Data. L. Divisions 2 through 33 Sections: Procedures for specific submittals specified in those Sections to be made at Contract closeout. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires responsive action by Construction Manager and Architect or other responsible design professional. B. Informational Submittals: Written information that does not require responsive action by Construction Manager and Architect or other responsible design professional. C. Unsolicited Submittals: Action or informational submittals not required by the Contract Documents or not requested by the reviewer. Unsolicited submittals may be returned with notation "not reviewed." D. Shop Drawings: Drawings, diagrams, schedules, and other data specifically prepared for the work by the Contractor or Subcontractor, Manufacturer, supplier, or distributor to illustrate some portion of the work. Shop drawings also include product data specifically prepared for this project and shop or plant review and test reports, when made on specific materials, products, or systems to be used in the work. E. Product Data Submittals: Illustrations, standard schedules, performance charts, instruction, brochures, diagrams, and other information furnished by the Contractor to illustrate a material, product, or system for some portion of the work. F. Samples: Physical examples including mock-ups that illustrate materials, equipment, or workmanship and establish standards by which the work will be judged. 1.4 SUBMITTALS FOR REVIEW BY ARCHITECT A. Submittals for Review by Owner's Representative: Submit the following for review by Owner's Representative and other responsible design professionals for all site amenities and when specified in Division 2 through 16 Specification Sections for review prior to acquisition and installation: a. Product data. b. Shop drawings. c. Samples for selection. d. Samples for verification. Department of Public Works 01 33 00-2 Project# P 1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park 2. Make submittals through Construction Manager to Owner's Representative or other responsible design professional for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 3. Samples will be reviewed only for aesthetic, color, or finish selection. 4. After review, provide copies and distribute submittals as specified below. 1.5 SUBMITTALS FOR INFORMATION A. Submittals for Information: Submit the following for information and only for Construction Manager, Owner's Representative and other responsible design professionals when specified in Division 2 through 33 Specification Sections: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types specified. B. Limitation of Review: Submittals for information shall be made to inform Construction Manager, as Contract administrator, and for Owner's Representative's information. No review action will be taken. 1.6 SUBMITTALS FOR CONTRACT CLOSEOUT A. Submittals for Contract Closeout: Refer to Section 01 77 00 - Contract Closeout Procedures. Submittals shall include but not be limited to those specified in Division 2 through 33 Specification Sections 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Permits. 6. Unconditional Lien Waivers 7. Keys, tools, and extra materials. Department of Public Works 01 33 00-3 Project# P 1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park 8. Other types as specified. 1.7 ADMINISTRATIVE REQUIREMENTS A. Submission: Include with each submittal a Letter of Transmittal, AIA Document G810 or other form containing substantially the same information, as acceptable to Owner's Representative. 2. Deliver submittals to Owner's Representative at Owner's Representative's business address. 3. Schedule submittals to expedite the Project and coordinate submission of related items. B. Submittal Preparation: Sequentially number each submittal on the Transmittal Form. Provide space for Contractor and Architect review stamps. Revise submittals with original number and a sequential alphabetic suffix. Identify: Project. 2. Contractor, Subcontractor, and supplier, as applicable. 3. Pertinent Drawing and detail number, and Specification Section and Title, as appropriate, on each copy. 4. Variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. 5. When revised for resubmission, identify all changes made since previous submission. 6. Copies, documents for review: a. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches (215 x 280 mm): Submit in Adobe Acrobat Portable Document Format (PDF), with file capable of revision with review comments of responsible design professional. Contractor shall make copies of reviewed submittals as necessary. b. Larger Sheets, Not Larger Than 36 x 48 inches (910 x 1220 mm): Submit one printed copy and one reproducible transparency. With Architect's written permission, large sheets may be submitted in Acrobat Portable Document Format (PDF), with file capable of revision with review comments of responsible design professional. Contractor shall make copies of reviewed submittals as necessary. 7. Documents for Information: Submit three copies only. 8. Documents for Contract Closeout: Make one reproduction of submittal originally reviewed. Submit one extra of submittals for archiving and future use by City. Department of Public Works 01 33 00-4 Project# P 1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park C. Contractor's Review: Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. D. Architect's Review Action: Owner's Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. Owner's Representative and, as applicable, Owner's Representative's responsible consultant, will review each submittal, make marks to indicate corrections or modifications required, and return it. 1. After review, Owner's Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. 2. For each submittal for review, allow 10 working days excluding delivery time from and to Contractor. E. Unsolicited Submittals: If not required by Contract Documents or requested by Owner's Representative, unsolicited submittals will not be recognized or processed, and will be returned to Contractor unreviewed. F. Distribution: Owner's Representative will transmit reviewed submittals to Contractor for further action. Submittals with completed review actions shall be distributed by Contractor as appropriate. 1.8 PRODUCT DATA SUBMITTALS A. Product Data Submittals: Collect information into single submittal for each element of construction and type of product or equipment. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory -installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Mill reports. j. Standard product operation and maintenance manuals. k. Compliance with specified referenced standards. I. Testing by recognized testing agency. m. Application of testing agency labels and seals. n. Notation of coordination requirements. 4. Submit Product Data before or concurrent with Shop Drawings and Samples. 1.9 SHOP DRAWING SUBMITTALS Department of Public Works 01 33 00-5 Project# P 1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park A. Shop Drawing Submittals: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Owner's Representative's CAD Drawings are otherwise permitted. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing -in and setting diagrams. e. Wiring diagrams showing field -installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. I. Notation of dimensions established by field measurement. m. Relationship to adjoining construction clearly indicated. n. Seal and signature of professional engineer if specified. o. Wiring Diagrams: Differentiate between manufacturer -installed and field -installed wiring. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm). 3. Submit Shop Drawings concurrent with Product Data and Samples. 1.10 PRODUCT DATA SUBMITTALS A. Samples: Submit the number specified in individual specification Sections; one of which will be retained by Owner's Representative. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 1.11 CONTRACT CLOSEOUT SUBMITTALS A. Documents Submitted at Contract Closeout: Make one reproduction of submittal originally reviewed. Submit one extra of submittals for information. Refer to additional requirements specified in Section 01 77 00 - Contract Closeout Procedures. PART2-PRODUCTS Not Applicable to this Section. Department of Public Works 01 33 00-6 Project# P 1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 33 00-7 Project# P1021 City of Santa Clarita Submittal Procedures Valencia Heritage Park SECTION 01 35 00 SPECIAL PROCEDURES PART 1-GENERAL 1.1 SECTION INCLUDES A. Hazardous materials procedures. B. Environmental protection procedures. C. Dust and air pollution control procedures. D. Smoke/odor control procedures. E. Welding and burning mitigation procedures. F. Cultural resources procedures. 1.2 RELATED SECTIONS A. Section 01 81 13 - Sustainable Design Requirements. B. Section 01 81 19 - Indoor Air Quality Requirements. C. Section 01 56 00 - Temporary Barriers and Enclosures. D. Section 01 35 43 - Environmental Procedures. E. Section 01 57 00 - Temporary Controls. F. Section 01 73 29 - Cutting and Patching: General requirements for procedures and limitations for cutting and patching the Work. 1.3 HAZARDOUS MATERIALS PROCEDURES A. Identified Hazardous Materials: Hazardous materials abatement, if necessary, will be performed under separate contract by Owner's Representative. B. Unidentified Hazardous Materials: 1. In the event that Contractor encounters on the project site material reasonably believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop work in the area affected and report the condition to City. 2. Work in the affected area shall not be resumed except by written agreement between Owner's Representative and Contractor, if in fact the material is asbestos, PCB, or other hazardous materials and has not been rendered harmless. Department of Public Works 01 35 00-1 Project# P 1021 City of Santa Clarita Special Procedures Valencia Heritage Park 3. Work in the affected area shall be resumed in the absence of asbestos, PCB, or other hazardous materials, or when such materials have been rendered harmless. 4. Owner's Representative will ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5). 1.4 "HOT WORK" PROCEDURES A. "Hot Work" Procedures: When Work involves welding, soldering, heating, and other activities involving production of sparks or use of open flame, Contractor shall apply to Construction Manager for "Hot Work" permit, using form and following procedures as directed by Construction Manager. Provide a fire watch for minimum of 30 minutes after welding, soldering, and heating stops. Provide heat and flame protection for all adjacent surfaces. 1.5 ENVIRONMENTAL PROTECTION PROCEDURES A. Hazardous Materials: See Article below titled "HAZARDOUS MATERIALS PROCEDURES" and requirements specified in Section 01 35 43 - Environmental Procedures. Except as otherwise specified, in the event the Contractor encounters on the site material reasonable believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition in writing to Construction Manager. Work in affected areas shall not thereafter be resumed except by written agreement of the Owner's Representative and Contractor if in fact the material is asbestos, PCB, or other hazardous materials and has not been rendered harmless. 3. Work in affected areas shall be resumed in the absence of asbestos, PCB, or other hazardous materials, or when such materials have been rendered harmless. B. Protection of Natural Resources: It is intended that the natural resources within the Project boundaries and outside the limits of permanent work performed under this Contract be preserved in their existing condition or be restored to an equivalent or improved condition upon completion of the work. Confine construction activities to areas defined by the public roads, easements, and work area limits shown on the drawings. Return construction areas to their pre -construction elevations except where surface elevations are otherwise noted to be changed. 3. Maintain natural drainage patterns. Conduct construction activities such that ponding of stagnant water conducive to mosquito breeding habitat will not occur at any time. C. Land Resources Protection: Do not remove, cut, deface, injure, or destroy trees or shrubs outside the work area limits. Do not remove, deface, injure, or destroy trees within the Project area without Department of Public Works 01 35 00-2 Project# P1021 City of Santa Clarita Special Procedures Valencia Heritage Park permission from Construction Manager. Such improvements shall be removed and replaced, if required, by the Contractor at no change in Contract Time and Contract Sum. D. Landscaping Protection: Protect trees that are located near the limits of Project area which may possibly be defaced, bruised or injured or otherwise damaged by the Contractor's operations. No ropes, cables or guys shall be fastened to or be attached to any existing nearby trees or shrubs for anchorages. Refer to additional requirements specified in Section 01 56 00 - Temporary Barriers and Enclosures. Pruning: Refer to Section 01 56 00 - Temporary Barriers and Enclosures Excavations around trees: Refer to Section 01 56 00 - Temporary Barriers and Enclosures 3. Repair and restoration: Repair or replace trees or other landscape feature scarred or damaged by equipment or construction operations as specified below. Repair and restoration plan shall be reviewed and approved by Construction Manager prior to its initiation. E. Temporary Construction: Remove all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, or any other vestiges of construction as directed by the Construction Manager. Level all temporary roads, parking areas and any other areas that have become compacted or shaped. 3. Unpaved areas where vehicles have been operated shall receive suitable surface treatment or shall be periodically wetted down to prevent construction operations from producing dust damage and nuisance to persons and property, at no change in Contract Time and Contract Sum. 4. Keep haul roads clear at all times of any object which creates an unsafe condition. Promptly remove any contaminants or construction materials dropped from construction vehicles. Do not drop mud and debris from construction equipment on public streets. Sweep clean turning areas and pavement entrances, as necessary. F. Water Resources: Comply with all applicable Federal, State, and local Codes, ordinances, statutes, and regulations pertaining to discharge (directly or indirectly) of pollutants to underground and natural waters. Perform all Work under the Contract in a manner that any adverse environmental impacts are reduced to a level that is acceptable to Construction Manager and authorities having jurisdiction. Refer to Division 2 - Site Construction, earthwork Sections, and Civil Drawings for specific requirements on control of stormwater and disposal of water from dewatering activities. G. Oily Substances: At all times, special measures shall be taken to prevent oily or other hazardous substances from entering the ground, drainage areas or local bodies of water in such quantities as to affect normal use, aesthetics or produce a measurable impact upon the areas. All soil or water that is contaminated with oily substances due to Contractor's operations shall be disposed of in accordance with applicable regulations, at no change in Contract Time and Contract Sum. Department of Public Works 01 35 00-3 Project# P 1021 City of Santa Clarita Special Procedures Valencia Heritage Park 1.6 DUST AND AIR POLLUTION CONTROL PROCEDURES A. Dust and Air Pollution Control Procedures, General: Employ measures to prevent or minimize creation of dust and air pollution. Contractor shall appoint a dust control monitor to oversee and implement all measures specified in this Article. Unpaved areas shall be wetted down, to eliminate dust formation, a minimum of twice a day to reduce particulate matter. When wind exceeds 15 mph, site shall be watered down more frequently. 2. Store all volatile liquids, including fuels or solvents in closed containers. 3. No on -site burning of debris, lumber and other scrap shall be permitted. 4. Properly maintain equipment to reduce gaseous pollutant emissions. 5. Exposed areas, new driveways and sidewalks shall be seeded, treated with soil binders, or paved as soon as possible. 6. Cover stockpiles of soil, sand, and other loose materials. 7. Cover trucks hauling soil, debris, sand, or other loose materials. 8. Sweep project area streets at least once daily. Refer to Section 01 74 00-Cleaning and Waste Management 1.7 SMOKE/ODOR CONTROL PROCEDURES A. Smoke/Odor Control: Protect primary fresh air intakes to existing buildings from exhaust from internal combustion engines, paint and solvent fumes and other noxious fumes and vapors. Implement control methods such as snorkels from engines exhausts to 50 feet away from air intakes. Provide carbon filters on air intakes as necessary, including periodic replacement of filters to ensure effectiveness. 2. All other activities generating fumes shall be limited to minimum distance of 50 feet from air intake grilles. 3. If fume -generating procedures must occur within 50 feet of an air intake, Contractor shall do the following: a. Notify Construction Manager at least 14 days in advance of such activities. b. Perform Work when it least impacts the Owner (evenings, weekends, or particularly windy days). c. Provide carbon filter media, plastic barriers, or other control methods to ensure fresh air only enters into the building ventilation system. B. Non -Smoking Site: Make project site a non-smoking environment except for designated smoking area. Department of Public Works 01 35 00-4 Project# P 1021 City of Santa Clarita Special Procedures Valencia Heritage Park 1. Locate designated smoking area minimum 25 feet from structures. 2. Materials to be installed within building envelope shall be stored minimum 25 feet from designated smoking area. 1.8 CULTURAL RESOURCES PROCEDURES A. Cultural Resources Procedures: 1. Project does not encroach upon known archaeological sites. However, it is conceivable that unrecorded archaeological sites could be discovered during construction. 2. In the event that artifacts, human remains, or other cultural resources are discovered during subsurface excavations at locations of the Work, the Contractor shall protect the discovered items, cease work for a distance of 35 feet radius in the area, notify the Construction Manager and Owner's Representative and comply with applicable laws. 3. Owner may retain an Archaeologist to monitor and recover data and artifacts during period that work has ceased. 4. All items found which are considered to have archaeological significance are the property of the Owner. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 35 00-5 Project# P1021 City of Santa Clarita Special Procedures Valencia Heritage Park SECTION 01 35 43 ENVIRONMENTAL PROCEDURES PART 1-GENERAL 1.1 SECTION INCLUDES A. Section includes: 1. Special requirements for environmental management during construction operations. 2. Monitoring requirements. 1.2 RELATED SECTIONS A. Section 01 31 00 - Project Management and Coordination: Environmental Manager and Contractor training requirements. B. Section 01 45 00 - Quality Control: Meetings and project coordination regarding quality. C. Section 01 74 19 - Construction Waste Management and Disposal: Accumulation and disposal of waste materials, including recycling requirements. D. Section 01 56 00 - Temporary Barriers and Enclosures: Protection of existing landscaping E. Section 31 20 00 - Earth Moving: Dust control. 1.3 DEFINITIONS A. Definitions pertaining to sustainable development: As defined in ASTM E 2114. B. Environmental pollution and damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes. 1.4 PRECONSTRUCTION MEETING A. Preconstruction Meeting: After award of Contract and prior to the commencement of the Work, schedule and conduct meeting attended by Owner's Representative, Construction Manager, and Contractor to discuss the proposed Environmental Protection Plan and to develop mutual understanding relative to details of environmental protection. Coordinate with Section 01 31 00 - Project Management and Coordination. 1. Schedule meeting in conjunction with preconstruction meeting for Environmental Regulatory Requirements. 2. Verify procedures and requirements necessary to ensure implementation of Environmental Protection Plan is coordinated with applicable environmental regulatory requirements. Department of Public Works 01 35 43-1 Project# P 1021 City of Santa Clarita Environmental Procedures Heritage Valencia Park 1.5 SUBMITTALS A. Environmental Protection Plan: Not less than 10 days before the Pre -construction meeting, prepare and submit an Environmental Protection Plan. Format: At a minimum, address the following elements: a. Identification of Project. b. Identification and contact information for Environmental Manager. c. General site information. d. Summary of Plan. e. Procedures to address water resources. f. Procedures to address land resources. g. Procedures to address air resources. h. Procedures to address fish and wildlife resources. i. Monitoring procedures. 2. Revise and resubmit Plan as required by Construction Manager. a. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations. B. Reports for Field Quality Control. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION 3.1 ENVIRONMENTAL PROTECTION A. Protection of Natural Resources: Comply with applicable regulations and these specifications. Preserve the natural resources within the Project boundaries and outside the limits of permanent Work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by Construction Manager. 1. Demolition: Confine demolition and construction activities to work area limits indicated on the Drawings or, if not indicated, maximum 40 feet beyond the building perimeter, 10 feet beyond solid paving, and 25 feet beyond pervious paving. Dispose of demolished and waste materials that are not identified to be salvaged, recycled, or reused in accordance with Section 01 74 19 - Construction Waste Management and Disposal and the following: a. Remove debris, rubbish, and other waste materials resulting from demolition and construction operations, from site. b. Do not burn construction and demolition waste. c. Transport materials with appropriate vehicles and dispose off -site to areas that are approved for disposal by governing authorities having jurisdiction. Department of Public Works 01 35 43-2 Project# P 1021 City of Santa Clarita Environmental Procedures Valencia Heritage Park d. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. Remove spillage and sweep, wash, or otherwise clean project site, streets, or highways. Water resources: Protect groundwater resources from contaminants. a. Comply with requirements of the National Pollutant Discharge Elimination System (NPDES) and the State Pollutant Discharge Elimination System (SPDES). b. Oily substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. 1) Store and service construction equipment at areas designated for collection of oil wastes. c. Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito breeding habitat. d. Prevent run-off from site during demolition and construction operations. 3. Land resources: Prior to construction, identify land resources to be preserved within the Work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without permission from Construction Manager. a. Conserve distinctive geological features and character. b. Earthwork: As specified in Section 31 20 00 - Earth Moving and as follows: 1) Erodible soils: Plan and conduct earthwork to minimize the duration of exposure of unprotected soils, except where the constructed feature obscures borrow areas, quarries, and waste material areas. Clear areas in reasonably sized increments only as needed to use the areas developed. Form earthwork to final grade as shown. Immediately protect side slopes and back slopes upon completion of rough grading. 2) Delineate work zones so as to restrict compaction of soil elsewhere. 3) Delineate buffer zones around naturally moist areas. 4) Erosion and sedimentation control devices: Construct or install temporary and permanent erosion and sedimentation control features as required. c. Tree and plant protection: Refer to Section 01 56 00 — Temporary Barriers and Enclosures: 1) Prior to start of construction, tag each tree and plant scheduled to remain with value as approved by Construction Manager. In the event of damage to tree or plant, Construction Manager may at Owner's Representative's discretion, deduct the indicated value of the damaged tree or plant from the Contract Sum. 4. Air Resources: Comply with IAQ Management Plan and as follows: a. Prevent creation of dust, air pollution, and odors. b. Sequence construction to avoid disturbance to site to the greatest extent possible. c. Use mulch, water sprinkling, temporary enclosures, and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. 1) Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution. d. Store volatile liquids, including fuels and solvents, in closed containers. e. Properly maintain equipment to reduce gaseous pollutant emissions. 5. Fish and Wildlife Resources: Manage and control construction activities to minimize interference with, disturbance of, and damage to fish and wildlife. Do not disturb fish and wildlife. Department of Public Works 01 35 43-3 Project# P 1021 City of Santa Clarita Environmental Procedures Heritage Valencia Park b. Do not alter water flows or otherwise significantly disturb the native habitat related to the project and critical to the survival of fish and wildlife, except as indicated or specified. c. Identify and conserve wildlife corridors that intersect the site. 3.2 FIELD QUALITY CONTROL A. Field Quality Control, General: Comply with requirements of agencies having jurisdiction and as specified herein. Provide field practices, shipping, and handling of samples in accordance with ASTM D 4840. B. Field Quality Control Reports: Provide in accordance with approved Environmental Protection Plan. END OF SECTION Department of Public Works 01 35 43-4 Project# P 1021 City of Santa Clarita Environmental Procedures Heritage Valencia Park SECTION 01 41 00 REGULATORY REQUIREMENTS PART 1-GENERAL 1.1 SECTION INCLUDES A. Codes, ordinances, laws, and regulations applicable to Work under the Contract. 1.2 AUTHORITY AND PRECEDENCE OF CODES, ORDINANCES AND STANDARDS A. Authority: All codes, ordinances and standards referenced in the Drawings and Specifications shall have the full force and effect as though printed in their entirety in the Specifications. B. Precedence: Where specified requirements differ from the requirements of applicable codes, ordinances and standards, the more stringent requirements shall take precedence. Where the Drawings or Specifications require or describe products or execution of better quality, higher standard or greater size than required by applicable codes, ordinances and standards, the Drawings and Specifications shall take precedence so long as such increase is legal. 3. Where no requirements are identified in the Drawings or Specifications, comply with all requirements of applicable codes, ordinances and standards of authorities having jurisdiction. 1.3 APPLICABLE CODES, LAWS, AND ORDINANCES A. Applicable Codes, Laws, and Ordinances: As listed below. Refer also to Section 01 10 00 - Summary of the Project regarding permits and licenses. B. Building Codes: Performance of the Work shall meet or exceed the minimum requirements of (latest version) of California Code of Regulations (CCR), Title 24, including the following: a. CCR Title 24, Part 1: 2010 California Building Standards Administrative Code. b. CCR Title 24, Part 2: 2010 California Building Code (CBC), consisting of 2009 International Building Code (IBC) Volumes 1 through 3, with State of California Amendments. c. CCR Title 24, Part 3: 2010 California Electrical Code (CEC); consisting of 2008 National Fire Protection Association (NFPA) 70 - National Electrical Code (NEC), with State of California Amendments. d. CCR Title 24, Part 4: 2010 California Mechanical Code (CMC); consisting of 2009 Uniform Mechanical Code (UMC) with State of California Amendments. e. CCR Title 24, Part 5: 2010 California Plumbing Code (CPC); consisting of 2009 Uniform Plumbing Code (UPC) with State of California Amendments. f. CCR Title 24, Part 6: 2010 California Energy Code. g. CCR Title 24, Part 9: 2010 California Fire Code (CFC); consisting of 2009 International Fire Code (IFC) with State of California Amendments. h. CCR Title 24, Part 11: 2010 California Green Building Standards Code (CALGreen Code). Department of Public Works 01 41 00-1 Project# P 1021 City of Santa Clarita Regulatory Requirements Heritage Valencia Park CCR Title 24, Part 12: 2010 California Referenced Standards Code. Performance of the Work shall also comply with applicable requirements of current editions of California Code of Regulations (CCR) as follows: a. CCR Title 8 - Industrial Relations. b. CCR Title 19 - Public Safety. c. CCR Title 22 - Social Security. 3. As applicable, performance of the Work shall comply with requirements of the following standards, in compliance with California Building Code (CBC) Section 3504.1: a. NFPA 72 - National Fire Alarm Code, with State of California Amendments. Note: See UL Standard 1971 for "Visual Device." b. NFPA 253 - Critical Radiant Flux of Floor Covering Systems. c. NFPA 13 - Standard for the Installation of Sprinkler Systems. 4. References on the Drawings or in the Specifications to "code", "Code" or "building code" similar terms, not otherwise identified, shall mean the codes specified above, together with all additions, amendments, changes, and interpretations adopted by code authorities of the jurisdiction having authority over the Project. 5. The applicable edition of all codes shall be that adopted at the time of issuance of permits by the Authority Having Jurisdiction (AHJ). C. Date of Laws and Ordinances: The applicable date of laws and ordinances shall be that of the date of performance of the Work. Work shall be accomplished in conformance with all applicable laws, ordinances, rules, and regulations of Federal, State, County, City, County and special district agencies and jurisdictions having authority over the Project. Performance of the Work shall be accomplished in conformance with all rules and regulations of public utilities, utility districts and other agencies serving the facility. 3. Where such laws, ordinances, rules, and regulations require more care or greater time to accomplish Work, or require better quality, higher standards or greater size of products, Work shall be accomplished in conformance to such requirements with no change to the Contract Time and Contract Sum, except where changes in laws, ordinances, rules, and regulations occur subsequent to the execution date of the Agreement. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 41 00-2 Project# P 1021 City of Santa Clarita Regulatory Requirements Valencia Heritage Park SECTION 01 42 13 REFERENCE STANDARDS AND ABBREVIATIONS PART1-GENERAL 1.1 SECTION INCLUDES A. Use of references in Drawings and Specifications, including requirements for copies of reference standards at Project site. B. Definitions of terms used in Specifications and Drawings, including abbreviations, acronyms, names, and terms which may be used in Specifications. 1.2 RELATED SECTIONS A. Section 01 41 00 - Regulatory Requirements: Identification of applicable building Code and other codes, ordinances, and regulations applicable to performance of the Work. 1.3 USE OF REFERENCES A. References: The Drawings and Specifications contain references to various standards, standard specifications, codes, practices and requirements for products, execution, tests, and inspections. These reference standards are published and issued by the agencies, associations, organizations, and societies listed in this Section or identified in individual product specification Sections. 1. Wherever term "Agency" occurs in referenced Standard Specifications, it shall be understood to mean Master Builder / Owner for purposes of the Contract. 2. Wherever term "Engineer" occurs in referenced Standard Specifications, it shall be understood to mean Architect for purposes of the Contract. 3. Standard Specifications shall be as amended and adopted by the jurisdiction in which the Project is located. 4. Where reference is made to Standard Details, such reference shall be to the Standard Details accompanying the Standard Specifications, as amended and adopted by the jurisdiction in which the Project is located. B. Relationship to Drawings and Specifications: Such references are incorporated into and made a part of the Drawings and Specifications to the extent applicable. C. Referenced Grades Classes and Types: Where an alternative or optional grade, class or type of product or execution is included in a reference but is not identified on the Drawings or in the Specifications, provide the highest, best, and greatest of the alternatives or options for the intended use and prevailing conditions. D. Copies of Reference Standards: Reference standards are not furnished with the Drawings and Specifications because it is presumed that the Contractor, subcontractors, manufacturers, suppliers, trades, and crafts are familiar with these generally recognized standards of the construction industry. Department of Public Works 01 42 13-1 Project# P 1021 City of Santa Clarita Reference Standards and Abbreviations Valencia Heritage Park E. Job Site Copies: Contractor shall obtain and maintain at the Project site copies of reference standards identified on the Drawings and in the Specifications in order to properly execute the Work. At a minimum, the following shall be readily available at the site, as applicable to the Work: a. Local and State Building Codes: As referenced in Section 01 41 00 - Regulatory Requirements. b. Safety Codes: Occupational Safety and Health Act (OSHA) regulations and State of California, California Administrative Code, California Code of Regulations (CCR), Title 8 - Industrial Relations, Chapter 4, Subchapter 7, General Industry Safety Orders (Cal -OSHA), to extent applicable to the Work. c. General Standards: California Reference Standards Code, as amended and adopted by authorities having jurisdiction for use with California Building Code (CBC), Underwriters Laboratories, Inc. (UL) Building Products Listing, Factory Mutual Research Organization (FM) Approval Guide and American Society for Testing and Materials (ASTM) Standards in Building Codes, and American National Standards Institute (ANSI) standards. d. Fire and Life Safety Standards: All referenced standards pertaining to fire rated construction and exiting. e. Common Materials Standards: American Concrete Institute (ACI), American Institute of Steel Construction (AISC), American Welding Society (AWS), Gypsum Association (GA), National Fire Protection Association (NFPA), Tile Council of America (TCA) and Woodwork Institute of California (WIC) standards to the extent referenced within the Contract Specifications. f. Research Reports: ICC Evaluation Service, Inc. (ICC ES) Research and Evaluation Reports, for products not in conformance to prescribed requirements stated in Building Code. g. Product Listings: Approval documentation, indicating approval of authorities having jurisdiction for use of product within the applicable jurisdiction. h. Standard Specifications: Standard Specifications for Public Works Construction (SSPWC), commonly known as "The Greenbook". F. Edition Date of References: When an edition or effective date of a reference is not given, it shall be understood to be the current edition or latest revision published as of the date indicated on the Drawings and Specifications. All amendments, changes, errata, and supplements as of the effective date shall be included. G. ASTM and ANSI References: Specifications and Standards of the ASTM International (formerly American Society for Testing and Materials) (ASTM) and the American National Standards Institute (ANSI) are identified in the Drawings and Specifications by abbreviation and number only and may not be further identified by title, date, revision, or amendment. It is presumed that the Contractor is familiar with and has access to these nationally- and industry -recognized specifications and standards. Department of Public Works 01 42 13-2 Project# P 1021 City of Santa Clarita Reference Standards and Abbreviations Valencia Heritage Park 1.4 DEFINITIONS OF TERMS A. Basic Contract Definitions: Words and terms governing the Work are defined in the General Provisions of the Contract. B. Words and Terms Used on Drawings and in Specifications: Additional words and terms may be used in the Drawings and Specifications and are defined as follows: "Allowances:" The allocation of funds for items in the bid schedule for the purpose of identification and budgeting of work where quantities and/or costs are unknown at the time of bidding. If the allowance is either greater or less than the allowance, the contract price shall be increased or decreased accordingly upon proof of the amount expended by the Contractor. Allowances shall include all of the costs of materials, fixtures, or equipment and all costs of delivery, handling, and installations. Contractor shall make no claim for additional compensation because of any increase, decrease or elimination of any allowance item. "Applicable:" As appropriate for the particular condition, circumstance or situation. 3. "Approve(d):" Approval action shall be limited to the duties and responsibilities of the party giving approval, as stated in the General Provisions of the Contract. Approvals shall be valid only if obtained in writing and shall not apply to matters regarding the means, methods, techniques, sequences, and procedures of construction. Approval shall not relieve the Contractor from responsibility to fulfill Contract requirements. 4. "And/or:" If used, shall mean that either or both of the items so joined are required. 5. "Deletable:" The Bid Schedule consists of deletable bid items. Deletable bid items are considered part of the Bidder's Base bid but are items of work that may or may not be deleted from the total Contract amount awarded as progression of the work proceeds for the project. No allowance for any costs will be considered for work deleted in its entirety. 6. "Directed:" Limited to duties and responsibilities of the Construction Manager or Owner's Representative as stated in the General Provisions of the Contract, meaning "as instructed by Construction Manager or Owner's Representative, in writing, regarding matters other than the means, methods, techniques, sequences and procedures of construction. Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by Construction Manager or Owner's Representative", "requested by the Construction Manager or Owner's Representative", and similar phrases. No implied meaning shall be interpreted to extend the responsibility of the Construction Manager, Owner's Representative, or other responsible design professional into the Contractor's supervision of construction. 7. "Equal" or "Equivalent:" As determined by Owner's Representative or other responsible design professional as being equivalent, considering such attributes as durability, finish, function, suitability, quality, utility, performance and aesthetic features. 8. "Furnish:" Means "supply and deliver, to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations." 9. "Indicated:" The term indicated refers to graphic representations, notes, or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in Department of Public Works 01 42 13-3 Project# P 1021 City of Santa Clarita Reference Standards and Abbreviations Valencia Heritage Park the Contract Documents. Terms such as "shown", "noted", "scheduled", and "specified" are used to help the reader locate the reference. There is no limitation on location. 10. "Install:" Describes operations at the Project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations. 11. "Installer:" "Installer" refers to the Contractor or an entity engaged by the Contractor, as an employee, subcontractor, or sub -subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. b. "Experienced Installer:" The term "experienced," when used with "installer" means having a minimum of 5 previous Projects similar in size to this Project, knowing the precautions necessary to perform the Work, and being familiar with requirements of authorities having jurisdiction over the Work. 12. "Job Site:" Same as site. 13. "Necessary:" With due considerations of the conditions of the Project and as determined in the professional judgment of the Owner's Representative or other responsible design professional as being necessary for performance of the Work in conformance with the requirements of the Contract Documents, but excluding matters regarding the means, methods, techniques, sequences, and procedures of construction. 14. "Noted:" Same as "Indicated." 15. "Per:" Same as "in accordance with," "according to" or "in compliance with." 16. "Products:" Material, system, or equipment. 17. "Project Site:" Same as "Site." 18. "Proper:" As determined by the Owner's Representative or other responsible design professional as being proper for the Work, excluding matters regarding the means, methods, techniques, sequences, and procedures of construction, which are solely the Contractor's responsibility to determine. 19. "Provide:" Means "furnish and install, complete and ready for the intended use." 20. "Regulation:" Includes laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as and rules, conventions and agreements within the construction industry that control performance of the Work. 21. "Required:" Necessary for performance of the Work in conformance with the requirements of the Contract Documents, excluding matters regarding the means, methods, techniques, sequences and procedures of construction, such as: Regulatory requirements of authorities having jurisdiction. Department of Public Works 01 42 13-4 Project# P 1021 City of Santa Clarita Reference Standards and Abbreviations Valencia Heritage Park b. Requirements of referenced standards. c. Requirements generally recognized as accepted construction practices of the locale. d. Notes, schedules, and graphic representations on the Drawings. e. Requirements specified or referenced in the Specifications. f. Duties and responsibilities stated in the Bidding and Contract Requirements. 22. "Scheduled:" Same as "Indicated." 23. "Selected:" As selected by Construction Manager, Owner's Representative, or other responsible design professional from the full selection of the manufacturer's products, unless specifically limited in the Contract Documents to a particular quality, color, texture or price range. 24. "Shown:" Same as "Indicated." 25. "Site:" Same as "Site of the Work" or "Project Site;" the area or areas or spaces occupied by the Project and including adjacent areas and other related areas occupied or used by the Contractor for construction activities, either exclusively or with others performing other construction on the Project. The extent of the Project Site is shown on the Drawings, and may or may not be identical with the description of the land upon which the Project is to be built. 26. "Supply:" See "Furnish." 27. "Testing Laboratory" or "Testing Laboratories:" Same as "Testing and Inspection Agency." 28. "Testing and Inspection Agency:" An independent entity engaged to perform specific inspections or tests, at the Project Site or elsewhere, and to report on, and, if required, to interpret, results of those inspections or tests. 1.5 ABBREVIATIONS, ACRONYMS, NAMES AND TERMS, GENERAL A. Abbreviations, Acronyms, Names and Terms: Where acronyms, abbreviations, names, and terms are used in the Drawings, Specifications, or other Contract Documents, they shall mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable. B. Abbreviations, General: The following are commonly used abbreviations which may be found on the Drawings or in the Specifications: AC or ac Alternating current, air conditioning or asphaltic concrete (depending upon context) AMP or amp Ampere C Celsius CFM or cfm Cubic feet per minute CM or cm Centimeter CY or cy Cubic yard DC or do Direct current DEG or deg Degrees F Fahrenheit FPM or fpm Feet per minute FPS or fps Feet per second FT or ft Foot or feet Department of Public Works 01 42 13-5 Project# P 1021 City of Santa Clarita Reference Standards and Abbreviations Valencia Heritage Park Gal or gal Gallons GPM or gpm Gallons per minute IN or in Inch or inches Kip or kip Thousand pounds KSI or ksi Thousand pounds per square inch KSF or ksf Thousand pounds per square foot KV or kv Kilovolt KVA or kva Kilovolt amperes KW or kw Kilowatt KWH or kwh Kilowatt hour LBF or Ibf Pounds force LF or If Lineal foot M or m Meter MPH or mph Miles per hour MM or mm Millimeter PCF or pcf Pounds per cubic foot PSF or psf Pounds per square foot PSI or psi Pounds per square inch PSY or psy Per square yard SF or sf Square foot SY or sy Square yard V or v Volts C. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S." D. Undefined Abbreviations, Acronyms, Names and Terms: Words and terms not otherwise specifically defined in this Section, in the Instructions to Bidders, in the General Provisions of the Contract, on the Drawings or elsewhere in the Specifications, shall be as customarily defined by trade or industry practice, by reference standard and by specialty dictionaries such as the following: Dictionary of Architecture and Construction, Fourth Edition (Cyril M. Harris, McGraw-Hill Book Company, 2005). Encyclopedia of Associations, published by Gale Research Co., commonly available in public libraries. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 42 13-6 Project# P 1021 City of Santa Clarita Reference Standards and Abbreviations Valencia Heritage Park SECTION 01 45 00 QUALITY CONTROL PART 1-GENERAL 1.1 SECTION INCLUDES A. Regulatory requirements for testing and inspection. B. Quality of the Work. C. Contractor's quality control — Review / Inspection of construction. D. Inspections and tests, including those by authorities having jurisdiction, independent testing and inspection agency or agencies, serving utilities and product manufacturers. E. Contractor's responsibilities for observations, inspections, and tests. 1.2 RELATED SECTIONS A. Section 01 31 00 - Project Management and Coordination: Coordination of Work under Contract. B. Section 01 41 00 - Regulatory Requirements: Compliance with applicable codes, ordinances, and standards. C. Section 01 33 00 - Submittal Procedures: Administrative requirements for submission of results of tests and inspections. D. Section 01 60 00 - Product Requirements: Product options, substitutions, transportation and handling requirements, storage and protection requirements, and system completeness requirements. 1.3 REGULATORY REQUIREMENTS FOR TESTING AND INSPECTION A. Regulatory Requirements for Testing and Inspection: Inspections, testing and approvals required by the Authority Having Jurisdiction (AHJ). Refer also to Section 01 41 00 - Regulatory Requirements. 1. Title 24, California Code of Regulations (CCR), Part 1, California Building Code (CBC). 2. Title 24, California Code of Regulations (CCR), Part 2 - California Building Code (CBC). 1.4 QUALITY OF THE WORK A. Quality of Products: Unless otherwise indicated or specified, all products shall be new, free of defects and fit for the intended use. B. Quality of Installation: All Work shall be produced plumb, level, square and true, or true to indicated angle, and with proper alignment and relationship between the various elements. Department of Public Works 01 45 00-1 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park C. Protection of Existing and Completed Work: Contractor shall take all measures necessary to preserve and protect existing and completed Work free from damage, deterioration, soiling and staining, until acceptance of the Work by Owner through Construction Manager. D. Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Unless more stringent requirements are indicated or specified, comply with manufacturer's instructions and recommendations, reference standards and building code research report requirements in preparing, fabricating, erecting, installing, applying, connecting, and finishing Work. E. Deviations from Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Document and explain all deviations from reference standards and building code research report requirements and manufacturer's product installation instructions and recommendations, including acknowledgement by the manufacturer that such deviations are acceptable and appropriate for the Project. 1.5 CONTRACTOR'S QUALITY CONTROL A. Contractor's Qualifications: Contractor and all subcontractors shall be licensed by State of California, Contractors License Board, to perform Work required by the Contract Documents. In addition, current specialty certifications, approvals and licenses of building product manufacturers shall be held by those performing the Work, as applicable. Contractor shall employ highly skilled and trained craftpersons together with such other employees as required by applicable laws, rules, and ordinances. Each craft shall be under constant supervision by qualified foreman or other designated supervisor to ensure that Work performed is of highest quality. B. Contractor's Quality Control: Contractor shall ensure that products, services, workmanship, and site conditions comply with requirements of the Drawings and Specifications by coordinating, supervising, testing, and inspecting the Work and by utilizing only suitably qualified personnel. C. Quality Requirements: Work shall be accomplished in accordance with quality requirements of the Contract Drawings and Contract Specifications, including, by reference, all Codes, laws, rules, regulations, and standards. When no quality basis is prescribed, the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project, for similar projects and in compliance with applicable Codes, laws, rules, and regulations of authorities having jurisdiction. D. Quality Control Personnel: Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is provided as required. E. Coordination of Field Quality Control: Contractor shall coordinate and schedule with Construction Manager quality assurance activities of Testing Laboratory and inspectors from authorities having jurisdiction. F. Verification of Quality: Work shall be subject to Review and Approval by Design Team Members (i.e. Owner's Representative, Engineers, Construction Manager, and other responsible design Department of Public Works 01 45 00-2 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park professionals, Testing Laboratory, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers, in accordance with provisions of the General Provisions of the Contract and requirements of product manufacturers. Contractor shall cooperate by making Work available for observation, inspection and testing by designated representatives of Owner's Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers. Such verification may include observation, inspection and testing at mill, plant, shop, or project site locations where products for the Work are manufactured, fabricated, or assembled. 3. Contractor shall provide access and facilities for verification of quality by Construction Manager, Owner's Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers. See additional requirements specified herein in Article 1.12 titled "CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS." 4. Contractor shall provide all information and assistance necessary for verification of quality, including that by and from subcontractors, fabricators, materials suppliers, manufacturers, installers, applicators, and others performing Work. 5. Contract modifications, if any, resulting from such verification activities shall be governed by applicable provisions in the General Provisions of the Contract. 6. Contractor shall notify Construction Manager in writing within 10 days of completion of work installed by Owner under separate contract of any defects or discrepancies that will cause delay or cost to the Contract. Failure to notify the Construction Manager in writing shall constitute acceptance of the work as complying with the Contract and coordinated with Contractor's interface and work to be completed. 7. Prior to expiration of guaranty period provided under the Contract, Owner may exercise its right to reinspection. a. If a determination is made to hold such an inspection, Construction Manager will schedule inspection in conjunction with Contractor. b. At a minimum, Contractor's authorized representative and Construction Manager shall participate in reinspection. c. Discrepancies noted during reinspection, except normal wear and tear, normal weathering, and abuse shall be corrected by Contractor at no cost to Owner. Such repairs shall be made promptly and to satisfaction of Construction Manager. 8. All reviews (re -inspections) required of Design Team members due to contractor or his subcontractors that are found to be deficient as the result of not being fully prepared or in non- conformance with the Construction Documents shall be back charged to the contractor. The back charge amount shall include all associated fees based on time, material, and travel expenses of those Design Team members involved with deficient or non -conforming reviews. This back charge shall be paid in -full be the contractor and received by RJM Design Group, Inc. prior to Design Team member's attendance at any future reviews (re -inspections). G. Observations by Construction Manager, Owner's Representative and Owner's Representative's Consultants: Department of Public Works 01 45 00-3 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park Periodic and occasional observations of Work in progress will be made by Construction Manager, Owner's Representative, and Owner's Representative's consultants as determined necessary to review progress of Work and general conformance with design intent. Continuous inspection will be made by Project Inspector and the independent Testing Laboratory engaged by Owner. H. Limitations on Inspection, Test and Observations: Employment of Project Inspector, independent Testing Laboratory and observations by Construction Manager, Owner's Representative and other responsible design consultants shall in no way relieve Contractor of duties and responsibilities to perform Work in full conformance to all requirements of Contract Documents and applicable Building Code and other regulatory requirements. Non -Conforming Work: Correction of Non -Conforming Work: Non -conforming Work shall be modified, replaced, repaired, or redone by the Contractor at no change in Contract Sum or Contract Time. Rejection of Non -Conforming Work: Owner through Construction Manager reserves the right to reject all Work not in conformance to the requirements of the Drawings and Specifications. 3. Acceptance of Non -Conforming Work: Acceptance of non -conforming Work, without specific written acknowledgement and approval of the Construction Manager and, as applicable, authorities having jurisdiction, shall not relieve the Contractor of the obligation to correct such Work. 4. Contract Adjustment for Non -conforming Work: Should Owner's Representative through Construction Manager determine that it is not feasible or in Owner's Representative's interest to require non -conforming Work to be repaired or replaced, and should non -conforming Work not be in conflict with the requirements of authorities having jurisdiction, an equitable reduction in Contract Sum shall be made by agreement between Owner and Contractor. If equitable amount cannot be agreed upon, a Construction Change Directive will be issued and the amount in dispute resolved in accordance with applicable provisions of the General Provisions of the Contract. 5. Non -Responsibility for Non -Conforming Work: Owner's Representative and Owner's Representative's consultants disclaim any and all responsibility for Work not produced in full conformance with the Contract Documents and the requirements of Authority Having Jurisdiction (AHJ). 1.6 INSPECTIONS AND TESTS BY AUTHORITIES HAVING JURISDICTION A. Contractor's Assistance: Contractor shall assist in all tests and inspections required by authorities having jurisdiction over the Work under this Contract, including those required by Authority Having Jurisdiction (AHJ), including Owner, Fire Authority (OCFA), Los Angeles County Health Department, California Department of Fish & Game, Santa Ana Water Quality Control Board (SARWQCB) where applicable, San Diego Regional Water Quality Control Board (SDRWQCB) where applicable and similar authorities having jurisdiction. Such assistance shall include notification of the Construction Manager and Project Inspector when the Work is ready for inspection or re -inspection. Department of Public Works 01 45 00-4 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park 1.7 INSPECTIONS BY OWNER A. Access to the Work: On behalf of the Owner's Representative, Construction Manager and Project Inspector shall have access at all times for the purpose of inspection of the Work, including access to offsite shops and other fabrication and mixing facilities where the Work is in preparation. Contractor shall at all times maintain proper facilities and provide safe access for such inspection. Should it be considered necessary or advisable by the Construction Manager, at any time before final acceptance of the entire Work, to make an examination of the Work already completed, by removing or tearing out the same, the Contractor shall on request promptly furnish all necessary facilities, labor, and materials. If such Work is found to be defective, in any respect, due to the fault of the Contractor or Contractor's subcontractor, Contractor shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, such Work is found to meet the requirements of the Contract, the additional cost of labor and material necessarily involved in the examination and replacement shall be allowed the Contractor. B. Rejection of Work by Owner's Representative: Owner's Representative, through Construction Manager, shall have the right to reject materials and workmanship which are defective or non- conforming, or to require their correction. Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without charge to the Owner's Representative. If the Contractor does not correct such rejected Work within a reasonable time, fixed by written notice, the Owner's Representative may repair or replace defective and non -conforming Work and charge the expense to the Contractor. 1.8 INSPECTIONS BY OWNER'S PROJECT INSPECTOR A. Inspections by Owner's Representative's Project Inspector: Owner's Representative will employ a fulltime Project Inspector. Project Inspector shall be certified and approved by Authority Having Jurisdiction (AHJ). The Work of construction in all stages of progress shall be subject to the personal, continuous observation of the Project Inspector. Contractor shall provide free and safe access to any and all parts of the Work at all times. Contractor shall furnish to the Project Inspector reasonable facilities for obtaining such information as may be necessary to keep the Project Inspector fully informed respecting progress and manner of the Work and the character of the materials. 3. Inspection of the Work by the Project Inspector shall not relieve the Contractor of any obligation to fulfill the Contract. 1.9 INSPECTIONS BY INDEPENDENT TESTING LABORATORY A. Inspections by Independent Testing Laboratory: Department of Public Works 01 45 00-5 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park Owner's Representative will select, employ, and pay for an independent Testing Laboratory, licensed, certified, and approved by Authority Having Jurisdiction (AHJ). Testing Laboratory will conduct tests and inspections as indicated on Drawings, in Specifications and as required by Authority Having Jurisdiction (AHJ). Testing Laboratory shall be licensed to conduct testing and inspection operations and services in the State of California. Testing Laboratory services for this project shall be supervised by Civil Engineer licensed to practice in the State of California, who shall certify and sign all reports. B. Responsibilities of Independent Testing and Inspection Agency (Testing Laboratory): Testing Laboratory shall provide qualified personnel at the project site and other locations where Work of the Contract is performed. Testing Laboratory shall cooperate with Construction Manager, Owner's Representative, and Contractor when performing testing and inspection services. 3. Testing Laboratory shall perform observations, inspections, sampling and testing of products in compliance with requirements of the Contract Documents and Authority Having Jurisdiction (AHJ). 4. Testing Laboratory shall determine whether materials, mixes, products, application and installation procedures, characteristics of completed Work comply with requirements of the Contract Documents. 5. Contractor shall pay for the following: a. Mileage and travel time for quality control services by Testing Laboratory when travel of more than 50 miles from the project site is required. b. Overtime pay for personnel of Testing Laboratory when observations, inspections or tests are required after normal, established working hours. c. All costs for repeated observations, reinspection or retesting by Testing Laboratory due to non -conforming Work. d. Owner's Representative will deduct such costs from the final payment (or funds due and payable) under the Contract. Contract Sum will be adjusted accordingly by Change Order. 6. Contractor shall make the Work in all stages of progress available for personal and continuous observation by the Testing Laboratory. a. Testing Laboratory shall have free access to any and all parts of the Work at all times. b. Contractor shall provide the Testing Laboratory with reasonable facilities for Testing Laboratory to obtain such information as Testing Laboratory determines is necessary for Testing Laboratory to be kept fully informed of the progress and manner of performance of the Work and character of products, according to Testing Laboratory's duties and responsibilities. c. Observation and inspection of the Work by Testing Laboratory shall not relieve Contractor from any obligation to fulfill the requirements of the Contract. C. Inspections and Tests by Authorities Having Jurisdiction: Construction Manager through Project Inspector and Testing Laboratory will cause all tests and inspections required by Authority Having Jurisdiction (AHJ) to be made for Work under this Contract. Department of Public Works 01 45 00-6 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park 1. Contractor shall notify Construction Manager and Project Inspector in writing of required schedule and shall coordinate the conducting of required tests and inspections. 2. All time required for inspections and tests by authorities having jurisdiction shall be included in the Contract Time. 3. Costs for inspections and tests by Authority Having Jurisdiction (AHJ) will be paid by Owner's Representative. D. Submission of Reports: Testing Laboratory will promptly submit one copy of each report of observations, inspections, sampling and testing to the following: 1. Construction Manager. 2. Contractor. 3. Project Inspector. 4. Owner's Representative. 5. Owner's Representative's consultant (design professional of record), as appropriate to the Work: Structural engineer, mechanical engineer, and electrical engineer. 6. Authority Having Jurisdiction (AHJ). 1.10 INSPECTIONS AND TESTS BY SERVING UTILITIES A. Inspections and Tests by Serving Utilities: 1. Contractor shall cause all tests and inspections required by serving utilities to be made for Work under this Contract. 2. Except as specifically noted, scheduling, coordinating, conducting, and paying for such inspections shall be solely the Contractor's responsibility. 3. Unless otherwise specified, inspections and tests by authorities having jurisdiction shall be included in Contract Time and Contract Sum. 1.11 INSPECTIONS AND TESTS BYPRODUCT MANUFACTURERS A. Inspections and Tests by Product Manufacturers: 1. Contractor shall cause all tests and inspections specified or required to be conducted by product manufacturers or authorized representatives of product manufacturers to be made. 2. Additionally, Contractor shall cause all tests and inspections required by product manufacturers or installer/applicator as conditions of guarantee, warranty, or certification of Work to be made, the cost of which shall be included in the Contract Sum. Provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY." Department of Public Works 01 45 00-7 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park B. Reports of Inspections and Tests by Product Manufacturers: Contractor shall provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY." 1.12 CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS A. Contractor's Responsibilities for Observations, Inspections and Tests: Contractor shall notify Testing Laboratory, Project Inspector, and product manufacturer, as applicable, 48 hours in advance of expected time for operations requiring inspection and testing services. Contractor shall deliver to Testing Laboratory or designated location, adequate samples of materials proposed to be used which require advance testing, together with proposed mix designs. 3. Contractor shall cooperate with Construction Manager, Owner's Representative, and Owner's Representative's consultants, as applicable, Testing Laboratory, Project Inspector, and product manufacturer in the conduct of inspections and tests. Contractor shall provide access to Work areas and off -site fabrication and assembly locations, including during weekends and after normal work hours. 4. Contractor shall provide incidental labor and facilities as necessary to ensure safe access to Work to be tested and inspected, to obtain and handle samples at the Project site or at source of products to be tested, and to store and cure test samples. 5. Contractor shall provide, at least 15 days in advance of first test or inspection of each type, a schedule of tests or inspections indicating types of tests or inspections and their scheduled dates. B. Additional Tests: Costs for additional tests, inspections, and related services, due to the following, shall be reimbursed to Owner's Representative by Contractor and no change in Contract Time shall result. Failure to properly schedule or notify Testing Laboratory, Project Inspector or other responsible testing and inspection agency, manufacturer and authorities having jurisdiction. Changes in sources, lots, or suppliers of products after original tests or inspections. 3. Changes in means, methods, techniques, sequences, and procedures of construction which necessitate additional observation, inspection, testing, sampling, and related services. 4. Changes in mix designs, such as those for concrete, mortar, and plaster, after review and acceptance of submitted mix design. 5. Re -testing caused by a failed test or inspection. PART2-PRODUCTS Not applicable to this Section. Department of Public Works 01 45 00-8 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park PART 3 - EXECUTION Not applicable to this Section. END OF SECTION Department of Public Works 01 45 00-9 Project# P 1021 City of Santa Clarita Quality Control Valencia Heritage Park SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART I — GENERAL 1.1 SECTION INCLUDES: A. Scope B. Project Identification / Information Sign C. Site Use Plan D. Safety E. Temporary Project Identification Signs and Notices F. Fences and Barricades G. Contractor Parking H. Vehicular Routing and Staging I. Traffic Control J. Debris Control K. Water Control L. Public Utilities M. Temporary Water N. Temporary Electricity and Lighting O. Temporary Telephone Service P. Temporary Sanitary Facilities Q. Temporary Fire Protection R. Excavations S. Welding Operations T. Cutting and Patching U. Tools, Cords and Electrical Equipment V. Staging and Hoists W. Protection 1.2 RELATED REQUIREMENTS General Conditions Section 7 and 8 of the Standard Specifications Section 01 74 19 — Construction Waste Management and Disposal 1.3 DESCRIPTION: A. Scope 1. Furnish materials and perform labor required to execute this Work as indicated on the drawings, as specified herein, and as necessary to complete the Contract. The cost of construction facilities and temporary controls shall be included in the contract lump sum price in the bid proposal under mobilization. B. Site Use Plan 1. Within (10) ten working days of the Notice to Proceed and prior to mobilizing on -site, the Contractor shall prepare a "Site use Plan" for review and approval by the Engineer. Department of Public Works 01 50 00-1 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park 2. This plan shall indicate the Contractor's intended uses and layout of the areas within the Project Site including areas to be used for staging, storage, and temporary site office. All proposed uses shall be indicated on this plan and be limited to within the work areas limits shown on the drawings. 3. This information is intended to include, but is not limited to, the location of the following items: a. Project storage. b. Parking, deliveries, and off-loading staging. C. Entry/Access gates from adjacent streets. d. Materials and equipment storage. e. Materials and equipment staging. Temporary sanitary facilities. g. Temporary perimeter fencing. h. Project sign(s). i. Temporary power source and location. Emergency access lane or lanes. k. Ongoing operation of the site. 4. The Contractor may use a reproducible or print of the Site Plan, at the Contractor's discretion, for use in preparing this plan. C. Safety Guard machinery, equipment, and all hazards in accordance with the safety provisions of the latest edition of the Manual of Accident Prevention in Construction, published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. Protect all hazards with adequately constructed guardrails, toe boards, or barricades and provide lanterns, warning lights, and the like as necessary. Eliminate all nuisances from the Work and from the site. To this end, dispose, store, guard and protect the premises and all Work, material, equipment, and both permanent and temporary construction so as to preclude the unauthorized use thereof by children or others and particularly to eliminate possible consequent injury to any person. 2. Structural design of all items used in the construction of the building and not a permanent part thereof, including but not necessarily limited to hoisting towers, shoring for concrete and masonry Work, the temporary bracing for structural steel, and the shoring of cut earth banks, is the sole responsibility of the Contractor. 3. The Contractor shall follow construction procedures necessary to provide safe working conditions through all phases of the Project. Department of Public Works 01 50 00-2 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park 4. The Contractor shall conform to applicable requirements of the State of California and Federal Occupational Safety and Health Administration. 5. The Contractor is solely responsible for outlining safety procedures to be followed by his workmen, Subcontractors, and related trades working on this Project. 6. All self-propelled construction equipment, except light service trucks, panels, pickups, station wagons, crawler type cranes, power shovels and draglines, whether moving or alone or in combinations, shall be equipped with a reverse signal alarm. 7. No alcoholic beverages are to be consumed on the Project site at any time during the Construction Phase. D. Temporary Project Information Signs and Notices General a. Furnish and erect project signs per Items D.1-6 of this Section. b. Install directional and warning signs to protect to project site as directed by the Engineer. c. To minimize disruption to the on going City Operations the Contractor shall post and maintain signage that directs construction deliveries to the contractor's field office and telephone number. d. For the duration of this contract, Contractor shall post and maintain all emergency notices, signs and safeguards required by law or ordinance; and as required to direct vehicular and pedestrian traffic. No other advertisements will be permitted on the premises without approval of the City (including, but not limited to, Contractor/Subcontractor advertisements). e. On -site project identification and temporary informative signs shall be maintained through duration of the contract. Submit scaled layout of sign faces to Engineer for review and approval. Accurately depict lettering styles, graphics, and colors. g. Two (2) project identification signs shall be installed one (1) each at Ramona and Silverado park. 2. Sign Materials a. Sign Structure and Framing: New materials, wood, or metal, structurally adequate to support sign panel and suitable for specified finish. b. Sign Surfaces: Per California Department of Parks and Recreation and California Department of Transportation Standards. Provide sheet thickness as required to span across framing members and provide even, smooth surface without waves or buckles. C. Rough Hardware: Galvanized steel. Department of Public Works 01 50 00-3 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park d. Paint, Sign Face: Exterior quality primer and gloss enamel finish, as customarily used for sign painting, adequate to resist weathering and fading for scheduled construction period. e. Paint, Sign Structure: Exterior quality, primer, and flat finish paint, adequate to resist weathering and fading for scheduled construction period. 3. Project Identification Sign a. Project identification sign size: 5-feet high by 8-feet length. b. Sign shall contain the following minimum language: Identify project title / description, project number, project address, contain a universal logo for the State Resources Bond Acts- minimum of 1' x1', City of Long Beach logo and name, director of the city, additional city information as directed by the Engineer, Landscape Architect's name, Architect's name, Engineer's name, and Contractor's name. C. Sign Painting: Sign panels shall be shop painted and field installed. 1) Sign painting shall be performed by professional sign painters. Silk screen method is recommended in order to accurately depict graphics. 2) Paint back and edges of sign panels for complete weather resistance and finished appearance. 4. Project Informational Signs a. Restrictions: Signs other than Project Identification Sign specified above and Project Informational Signs specified below shall not be displayed without approval of Engineer. b. Project Informational Signs: Informational signs, necessary for conduct of construction activities or required by governmental authorities having jurisdiction may be displayed when in conformance to sign construction and graphic requirements specified in this Section. 1) Owner's Representative may review such signs. If so, review will be for sign construction and graphic designs only. 2) Adequacy of signage for safety and conformance to requirements of authorities having jurisdiction and trade practices shall be solely Contractor's responsibility. 5. Project Identification/Informational Sign Installation a. Project Identification Sign Construction: Construct sign support structure and install panels in durable manner, to resist high winds. b. Project Identification Sign Installation: 1) Install sign at height for optimum visibility, on ground -mounted poles or attached to portable structure on skids. Department of Public Works 01 50 00-4 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park 2) Portable structure shall resist overturning force of wind. C. Project Informational Signs Installation: 1) Locate signs as necessary for construction activities and as required by authorities having jurisdiction. 2) Install informational signs for optimum visibility, on ground -mounted posts or temporarily attached to surfaces of structures. 3) Attachment methods shall leave no permanent disfiguration or discoloration on completed Work. 4) Field Painting: Paint all surfaces and edges of sign face and support structure for finished appearance. 6. Signs Maintenance a. Signs Maintenance: Maintain signs and supports in a neat, clean condition. Repair all damage and weathering to structure, framing, and signage. b. Sign Relocation: Relocate signs as required by progress of the Work. 7. Sign Duration a. Project Sign shall be in place for a minimum of four years from the date of project completion. Removal. E. Fences and Barricades Prior to start of Work at the Project Site, install temporary construction enclosure fence with green screen around entire construction site with suitably locked entrance gates; maintain in good condition for the duration of the contract. a. Provide fence to enclose the construction areas and Contractor trailer/storage areas; and b. Provide vehicular entrance gates in suitable relation to construction facilities, and to avoid interference with traffic on public thoroughfares; and 2. Materials: Provide minimum (6) six foot high, (9) nine gauge, temporary chain link construction fencing with applied "tennis court" type green polyethylene sheet material for screening purposes along all of the construction site sides within the property. Hogwire fencing is not acceptable 3. Provide continuous clean up of perimeter of Project along the "outside" of the fence to eliminate accumulation of debris. F. Contractor Parking Contractor shall not park his equipment nor allow his personnel to park in areas other than those made available to the Contractor per Article 31 Traffic and Parking of the General Conditions. Any vehicles parked outside the authorized area will be subject to City parking Department of Public Works 01 50 00-5 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park regulations. Additional parking area required by the contractor is the responsibility of the contractor. G. Project Site Offices 1. None Required H. Vehicular Routing and Staging 1. Contractor shall make its own investigation of the condition of available public thoroughfares and of the clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress at the Project site. 2. Provide protection against damage whenever it is necessary to cross existing sidewalks, curbs, and gutters. Repair and make good at the expense of the Contractor all damages thereto, including damage to existing utilities and paving, arising from the operations under the Contract. 3. Construction staging areas will be confined to the areas designated as work area limits as shown on the drawings, and shown on the Contractor's "Site Use Plan". The Contractor shall be responsible for all traffic controls necessary to provide safe access to this area. The Contractor will also be responsible for temporary curb ramps required for access as well as removal of said ramps and repair of any curbing or street improvements resulting from his operations in the area. Flagmen shall be provided as necessary at any truck entrance. The Contractor shall be responsible for temporary fencing and any other security measures relating to the use of this area for storage of equipment and materials. C. Compensation for traffic controls, ramping, street repair, dust control, security and all other costs associated with the use of the subject truck and equipment staging area shall be considered as included in related items of construction and no additional payment will be made therefor. 4. Prior to the start of construction, the Contractor shall examine the adjacent streets with the City. The Contractor shall be responsible for all street repairs resulting from Contractor's work. Traffic Control For traffic control during construction refer to W.A.T.C.H. (Work Area Traffic Control Handbook); M.U.T.C.D. (Manual on Uniform Traffic Control Devices), and F.H.W.A (Federal Highway Administration). Debris Control Maintain areas under Contractor's control free of waste materials, debris, excess vegetation, and rubbish. Accumulation and stockpiling of these materials is prohibited. Maintain site in a clean and orderly condition. 2. Provide suitable construction containers for deposit of debris and rubbish. Recycle / dispose of accumulation of extraneous materials. Refer Section 01 74 19 Construction Waste Management and Disposal. Department of Public Works 01 50 00-6 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park The Contractor shall schedule periodic collection and disposal / recycling of debris. Provide additional collections and disposal / recycling of debris whenever the periodic schedule is inadequate to prevent accumulation. 1) Contractor shall provide container(s) for the disposal / recycling of debris. The Contractor shall coordinate and pay for the removal of these containers. Increase frequency of trash removal, when requested by the City, to conform to this requirement. 4. Initiate and maintain a specific program to prevent accumulation of debris on -site and along access and haul routes. a. Prohibit overloading and utilize covers on trucks to prevent spillage on access and haul routes. b. Clean all over spill on trucks and tires before leaving site. If necessary, provide wash station with appropriate sediment control and cleanup. C. Provide periodic inspection of haul routes to enforce requirements. d. Clean up any spillage on access and haul routes within 30 minutes of occurrence. 5. Dust Control: During the life of the Contract, provide effective means of dust control both within the structure, on the surrounding site and within the streets servicing the Project site. Obtain Engineer's approval before use of any means except water. During excavation or other work, which creates dust, dirt and/or debris in adjacent streets, the Contractor shall provide street cleaning services on a regular basis or as directed by the City. The Contractor shall be responsible for all costs related to street cleaning. Street cleaning shall utilize a street sweeper. Washing streets will not be permitted. 6. Hazardous Materials: Any materials that are considered hazardous shall be disposed of in accordance with appropriate codes and regulations at approved disposal facilities. K. Public Utilities 1. The Contractor shall take suitable steps to ensure public utilities encountered in connection with the Work will not be damaged. 2. Send notices, make necessary arrangements, and provide services required for the care of any gas mains, water pipes, sewer pipes, telephone and data communication conduits, cables, and other equipment or property. 3. Arrange with utility companies for fees required to remove or remove any of their meters, poles, cables, guy wires, or equipment in or set under the property which will interfere with the construction Work or which will not be required in the new construction. 4. Protection of Existing Site/Utilities: Locate all known existing installations before proceeding with construction operations which may cause damage to such installations. The existing installations shall be Department of Public Works 01 50 00-7 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park kept in service, and damage to them shall be repaired with no adjustment of Contract Sum. If any other structures or utilities are encountered, within 24 hours, request in writing, Engineer to provide direction on how to proceed with the Work. In addition, the Contractor shall, at least (2) two days before commencing Work, contact Underground Service Alert (USA), telephone 1-800-422-4133, and provide all information requested. C. If any structure or utility is damaged, take appropriate action to ensure the safety of persons and property, and notify the Engineer at once. Temporary Water At Contractor's sole expense provide adequate supply of water suitable for construction usage and needs. Contractor may use permanent water meter connection for temporary construction water but shall apply and pay for water meter in his name for temporary use through duration of construction and maintenance period. Upon final acceptance of the project, contractor shall then transfer meter in the name of the City. 2. Conservation: Minimize water use whenever possible. Maintain watering equipment in good working order. C. Repair leaks promptly. 3. When necessary to maintain pressure, provide temporary pumps, tanks, and compressors. M. Temporary Electricity and Lighting At Contractor's sole expense provide portable power generations and/or connections to existing system for construction needs. Contractor shall provide submeters, necessary wiring, switches, receptacles, and make connections to distribution points. 2. Install circuit in branch wiring with distribution boxes located so that power and lighting is available throughout the Project by use of construction -type power cords and distribution boxes. 3. Provide adequate artificial lighting for work areas when natural light is not adequate. Provide lighting and outlets temporary structures and wherever necessary for proper performance and inspection of work. If operations are performed during hours of darkness and/or whenever natural lighting is deemed insufficient by the City provide adequate floodlights, clusters and spot illumination. Make arrangements with Subcontractors for electric services and lighting as necessary in performance of their work. 4. Do not discontinue lighting without the City's approval. N. Temporary Internet Service Provide and arrange internet service as required by the contractor. Department of Public Works 01 50 00-8 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park Within ten (10) working days after receipt of the Notice To Proceed, provide a Project Directory, listing company name, address, point of contact, telephone number, facsimile number for each entity contracted to the Contractor, include at a minimum: Prime Contractor and Major Subcontractors; including 24 hour emergency contacts and numbers. Project Engineer; Professional Consultants; and Testing Laboratory. 3. Pay phone company charges for local telephone and internet service and construction related toll charges. O. Temporary Sanitary Facilities Contractor shall furnish, install, and maintain for duration of work, temporary chemical toilet facilities adjacent to the office, along with integral facilities for hand washing to include sink, soap dispenser, paper towels, and waste container for used towels. An adequate number of fixtures shall be provided at all times. Units shall be weather -tight, floored structures and shall be kept well stocked with toilet paper, paper towels, and soap. The units shall be thoroughly clean and kept in condition acceptable to the local Health Department and the Engineer. 2. Place units in conformance of applicable laws, codes and regulation. Confirm location with Engineer PRIOR to placement. P. Temporary Fire Protection 1. The Contractor shall take necessary precautions to guard against and eliminate fire hazards and to prevent damage to construction work, building materials, equipment, temporary field offices, storage sheds, and public and private property. The Contractor shall be responsible for providing, maintaining, and enforcing the following conditions and requirements during the entire construction period: Fire Inspection: The Contractor's Superintendent shall inspect the entire Project at least once each week to make certain that the conditions and requirements of this section are being adhered to. Fires: Employees shall not be allowed to start fires with gasoline or kerosene or other highly flammable materials. No open fires shall be allowed. C. Flammable Building Materials: Only a reasonable working supply of flammable building material shall be located inside of, or on the roof of, any storage facilities. Combustible Waste Materials: Oil soaked rags, papers, and other highly combustible materials must be stored in closed metal containers at all times and shall be removed from the site at the close of each day's work, and more often where necessary, and placed in metal containers with tight hinged lids. Department of Public Works 01 50 00-9 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park Gasoline and other flammable or polluting liquids/materials shall not be poured into sewers, manholes, or traps, but shall be disposed of, together with flammable or waste material subject to spontaneous combustion, in a safe manner meeting all applicable laws and ordinances. Make appropriate arrangements for storing these materials outside of the building. Provide and maintain fire extinguishers during construction, conveniently located for proper protection, (1) one fire extinguisher for each 2,500 square feet of floor area or less, but not less than (8) eight extinguishers. Fire extinguishers shall be (10) ten pound ABC type. Extinguishers shall meet approval of Underwriter's Laboratory, and shall be inspected at regular intervals and recharged as necessary. Comply with NFPA 10 "Standard for Portable Fire Extinguishers", and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations." Q. Excavations Pursuant to applicable Labor Codes, the Contractor shall include in his base bid all costs incident to the provision of adequate sheeting, shoring, bracing, or equivalent method for the protection of life or limb, which shall conform to applicable federal and state safety orders. Before beginning any excavation (4) four feet or more in depth, the Contractor shall submit to the Engineer and the Owner's Representative (for information) a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during excavation. The proposed plan shall comply with the standards established by the State of California Administrative Code. If the detailed plan varies from such shoring system standards, it shall be prepared by a Civil or Structural Engineer whose signature, name and registration number shall be indicated on the drawing. R. Welding Operations During the progress of Work requiring welding and cutting equipment or heat, flame, or spark producing devices, there shall be at the jobsite, adequate shields, guards or covering placed so as to protect adjacent persons or property and an adequate number and type of fire extinguishers placed in the immediate area accessible for use. S. Cutting and Patching Contractor shall do all cutting, fitting, or patching of the work required to make all parts of the Work come together properly and to allow the work to receive or be received by work of Separate Contractors shown upon, or reasonably implied by, the Contract Documents. 2. Contractor shall not endanger the Work, the Project or adjacent property by cutting, digging or otherwise. Contractor shall not cut or alter the work of any Separate Contractor without the prior consent of the City. T. Tools, Cords, Electrical Equipment Tools, cords, and electrical equipment shall conform with Underwriters' Laboratory standards, OSHA requirements, and be in proper Working order to preclude hazard to occupants and premises. Department of Public Works 01 50 00-10 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park U. Staging and Hoists 1. Contractor shall furnish and maintain shoring, scaffolding, hoists, staging, rigging and runways required in the prosecution of the Work. 2. Temporary work shall be erected, equipped, and maintained in accordance with the statutes, laws, ordinances, rules, or regulations of the State or other authorities and insurance companies having jurisdiction and shall be approved by the State. V. Protection 1. Contractor shall comply to Article 30 Protection of Work and Property of the General Conditions. The City will not be responsible for any loss of tools, equipment, or materials, or for any damage which occurs to the work in place for any reason. 2. The Contractor shall protect all adjacent property, utilities, street, curbs, and planting during construction operations. All damaged material shall be replaced and/or repaired at the expense of the Contractor. 3. Parts of the Work in place that are subject to injury, because of operations being carried on adjacent thereto, shall be covered, boarded up, or substantially enclosed with adequate protection. 4. Provide construction canopies, barricades, fences, guards, railings, lights, and warning signs necessary and required by the City of Ontario and applicable laws, and take necessary precautions required to avoid injury or damage to any and all persons and property. END OF SECTION Department of Public Works 01 50 00-11 Project# P 1021 City of Santa Clarita Temporary Facilities and Controls Valencia Heritage Park SECTION 01 51 00 TEMPORARY UTILITIES PART 1-GENERAL 1.1 SECTION INCLUDES A. Temporary utilities and services, including: 1. Heating and cooling during construction. 2. Ventilation during construction. 3. Temporary water service. 4. Temporary sanitary facilities. 5. Temporary power and lighting. 6. Construction telephone service. B. Removal of temporary utilities. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 81 19 - Indoor Air Quality Requirements: Indoor Air Quality (IAQ) management procedures and requirements during construction and prior to occupancy, including ventilation. 1.3 SUBMITTALS A. Temporary Utilities: Submit reports of tests, inspections, applicable meter readings and similar procedures performed on temporary utilities. 1.4 TEMPORARY UTILITIES AND SERVICES A. Temporary Utilities and Services, General: All utilities and other services necessary for proper performance of the Work shall be provided by Contractor. Refer to Special Provisions of the Contract. Temporary utilities and services shall conform to all applicable requirements of authorities having jurisdiction and serving utility companies and agencies, including the following: 1. Requirements of Authorities Having Jurisdiction, including: a. Cal OSHA. b. California Building Code (CBC) requirements. c. Health and safety regulations. d. Utility agency and company regulations. e. Police, Fire Department and Rescue Squad rules. f. Environmental protection regulations. Department of Public Works 01 51 00-1 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park 2. Standards: a. NFPA Document 241 - Building Construction and Demolition Activities. b. ANSI Al Series - Safety Requirements for Construction and Demolition. c. NECA Electrical Design Library - Temporary Electrical Facilities. d. SSPWC Section 7.1 The Contractors Equipment & Facilities 3. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations. 4. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with California Electrical Code (CEC). B. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. C. Temporary Connections and Fees: Contractor shall arrange for services and pay all fees and service charges for temporary power, water, sewer, gas, and other utility services necessary for the Work. 1. Contractor shall apply for and obtain permits for temporary utilities, including permits for temporary generators, from authorities having jurisdiction. 2. All costs for temporary connections, including fees charged by serving utilities, shall be included in Contract Sum. 3. Charges for electrical power shall be paid as specified below in Paragraph 3.1.C. 4. Costs for water consumed through temporary construction water system shall be paid as specified below in Paragraph 3.1.B. D. Permanent Connections and Fees: Contractor shall arrange for utility agencies and companies to make permanent connections. After Contract Completion review and determination that Work is acceptable, Owner's Representative will switch utilities over and pay utility service charges for services delivered through permanent connections, for normal quantities. E. Use of Temporary Utilities: Enforce strict discipline in use of temporary utilities to conserve on consumption. Limit use of temporary utilities to essential and intended uses to minimize waste and abuse. 1.5 PROJECT CONDITIONS A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous, unsanitary conditions, or public nuisances to develop or persist on the site. 1.6 HEATING AND COOLING A. Temporary Heating and Cooling: Provide and pay for temporary heating and cooling devices, fuel, and related service charges to provide ambient temperatures as required to maintain conditions necessary for proper performance of construction activities & safe work environment. Department of Public Works 01 51 00-2 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park B. Use of Permanent Heating and Cooling Systems: Permanent heating and cooling equipment may be used after completion, testing and inspection of systems and approval of code authorities having jurisdiction. Prior to operation of permanent heating equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. 2. Contractor shall provide and pay for operation, maintenance and regular replacement of filters and worn or consumed parts. 3. Immediately prior to Contract Completion review, change disposable filters and clean permanent filters of equipment used during construction. C. Temperature Criteria: Maintain interior ambient temperature of minimum 50 degrees F and maximum 80 degrees F, unless otherwise specified or approved by Construction Manager. 1.7 VENTILATION DURING CONSTRUCTION A. Ventilation During Construction: Provide and pay for temporary ventilation devices, energy, and related service charges. Refer to Section 01 81 19 - Indoor Air Quality Requirements. B. Use of Permanent Ventilation Systems: Permanent ventilation equipment may be used after completion, testing and inspection of systems and approval by Construction Manager and authorities having jurisdiction. Prior to operation of permanent ventilation equipment for ventilation purposes during construction, verify that equipment is lubricated and filters are in place. 2. Contractor shall provide and pay for maintenance and regular replacement of filters and worn or consumed parts of permanent ventilation system using for ventilation during construction. 3. Immediately prior to Contract Completion review, change disposable filters and clean permanent filters of equipment used during construction. C. Ventilation Criteria: Ventilate enclosed areas to assist cure of materials, to dissipate humidity and to prevent accumulation of dust, fumes, vapors, and gases, as necessary for proper performance of the Work. D. Ventilation Prior to Occupancy: Refer to Section 01 81 19 - Indoor Air Quality Requirements for flush - out of building prior to occupancy. 1.8 TEMPORARY WATER SERVICE A. Temporary Water Service: Locate and connect to existing water source for temporary construction water service. Extend branch piping with outlets located so that water is available by use of hoses. Locate and connect to existing water source for temporary construction water service, as acceptable to Construction Manager. 2. Extend branch piping with outlets located so that water is available by use of hoses. Department of Public Works 01 51 00-3 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park 3. Temporary water service piping, valves, fittings, and meters shall comply with requirements of the serving water utility and California Plumbing Code (CPC). 4. All costs to establish temporary construction water system including meter connection feet, etc. shall be included in the Contract Sum. 5. Costs for water consumed through temporary construction water system shall be paid as specified below in Paragraph 3.1.13. B. Use of Permanent Water System: Permanent water system may be used for construction water after completion, sterilization, testing and inspection of system and approval by Construction Manager and authorities having jurisdiction. 1.9 TEMPORARY SANITARY FACILITIES A. Temporary Sanitary Facilities: Provide and maintain adequate temporary sanitary facilities and enclosures for use by construction personnel. Number of temporary toilets shall be suitable for number of workers. 2. Provide wash-up sink with soap, towels, and waste disposal. B. Use of Permanent Sanitary Facilities: Do not use permanent sanitary facilities unless approved by Construction Manager. If approved immediately prior to Contract Completion review, thoroughly clean and sanitize permanent sanitary facilities used during construction. 1.10 TEMPORARY POWER AND LIGHTING A. Temporary Power and Lighting, General: Comply with NECA Electrical Design Library -Temporary Electrical Facilities. B. Temporary Power: Provide electric service as required for construction operations, with branch wiring and distribution boxes located to provide electrical service for performance of the Work. Provide temporary electric feeder connected to electric utility service at location determined by Contractor and as approved by serving electric utility. 2. Temporary power conduit, raceways, fittings, conductors, panels, connections, disconnects, overcurrent protection, outlets and meters shall comply with requirements of the serving electric utility, California Electrical Code (CEC) and requirements of authorities having jurisdiction. 3. Contractor shall pay all costs to establish temporary electric service. 4. Charges for electrical power shall be paid as specified below in Paragraph 3.1.C. 5. As necessary in order to maintain construction progress, Contractor shall provide and pay all costs associated with generators used for temporary power. C. Temporary Lighting: Provide temporary lighting as necessary for proper performance of construction activities site security and for inspection of the Work. Department of Public Works 01 51 00-4 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. Maintain lighting and provide routine repairs. D. Protection: Provide weatherproof enclosures for power and lighting components, as necessary. Provide overcurrent and ground -fault circuit protection, branch wiring and distribution boxes located to allow convenient and safe service about site of the Work. Provide flexible power cords as required. E. Use of Permanent Power and Lighting Systems: Permanent power and lighting systems may be used after completion, testing and inspection of systems and approval by Construction Manager and authorities having jurisdiction. Contractor shall maintain lighting and make routine repairs and replacements as necessary. F. Service Disruptions: When necessary for energizing and de -energizing temporary electric power systems, minimize disruption of service to those served by public mains. Schedule transfers at times convenient to Owner's Representative and to occupants. G. Relamping: For permanent lighting used during construction, relamp all fixtures immediately prior to Contract Completion (punchlist) review. 1.11 CONSTRUCTION TELEPHONE SERVICE A. Construction Telephone Service: Provide telephone service to Contractor's field staff by means of cellular telephones, pagers, and NEXTEL radio service, to enable communications between Construction Manager, Project Inspector and Contractor. Include voice message service and paging services. All costs of construction telephone, paging and radio services shall be included in Contract Sum. PART2-PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Materials: Provide new materials; if acceptable to the Owner's Representative, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. Their use and methods of installation shall not create unsafe conditions or violate requirements of applicable codes and standards. B. Equipment: Provide new equipment. PART 3 - EXECUTION 3.1 TEMPORARY UTILITIES INSTALLATION A. Temporary Utilities Installation, General: Engage the appropriate local utility company or personnel to install temporary service or connect to existing service. All costs or use charges for temporary utilities shall be paid by Contractor. Department of Public Works 01 51 00-5 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park B. Temporary Water Service: Contractor shall connect temporary water service to serving water utility's line. Contractor shall pay for all water consumed through temporary water system. After permanent water system is completed and Owner's Representative's account is established with serving water utility, Contractor will pay for quantities of water consumed until Contract closeout. If necessary, Contractor shall provide and pay for temporary water connections to permanent water service. C. Temporary Electric Power Service: Contractor shall connect temporary electrical system to serving electrical utility's line. Contractor shall pay for all power consumed through temporary electrical service. Contractor shall provide and pay for temporary connections to permanent electric service, including grounding and disconnects required by authorities having jurisdiction. D. Temporary Telephones: Contractor shall have telephone service available at its business office for the duration of contract where Contractor and its superintendent may be contacted. Cellular telephones for contact with Contractor's project manager and superintendent shall be provided. E. Temporary Fire Protection: Until fire protection needs are supplied by permanent facilities, install, and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations." Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell. Store combustible materials in containers in fire -safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. 4. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition. F. Maintenance of Temporary Utilities and Services: Maintain temporary utilities and services in good operating condition until removal. Protect from utilities and services from environmental and physical damage. 3.2 TERMINATION AND REMOVAL OF TEMPORARY UTILITIES AND SERVICES A. Termination and Removal of Temporary Utilities and Services: Unless Owner's Representative requires that it be maintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Completion Review. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. At Completion Review, clean and renovate permanent facilities that have been used during the construction period. B. Removal of Temporary Underground Utilities and Restoration: Remove temporary underground utility installations to a minimum depth of 2-feet below utility services. Backfill, compact, and regrade site as necessary to restore areas or to prepare for indicated paving and landscaping. Department of Public Works 01 51 00-6 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park Restore paving damaged by temporary utilities. Refer to requirements specified in Section 01 73 29 - Cutting and Patching. C. Cleaning and Repairs: Clean exposed surfaces and repair damage caused by installation and use of temporary utilities and services. Where determined by Construction Manager after consultation with Owner's Representative that repair of damage is unsatisfactory, replace construction with matching finishes. Refer to requirements specified in Section 01 73 29 - Cutting and Patching. END OF SECTION Department of Public Works 01 51 00-7 Project# P 1021 City of Santa Clarita Temporary Utilities Valencia Heritage Park SECTION 01 52 00 CONSTRUCTION FACILITIES PART1-GENERAL 1.1 SECTION INCLUDES A. Field Sheds. B. Removal of construction facilities. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 51 00 - Temporary Utilities: Water, power, and telephone services to construction facilities. C. Section 01 56 00 - Temporary Barriers and Enclosures: Coordination of installation and removal of construction fencing and barriers with field offices and sheds. D. Section 01 74 00 - Cleaning and Waste Management: Cleaning during construction and final cleaning. 1.3 MAINTENANCE OF CONSTRUCTION FACILITIES CONTROLS A. Maintenance: Use all means necessary to maintain construction facilities in proper and safe condition throughout progress of the Work. B. Replacement: In the event of loss or damage, promptly restore temporary construction facilities by repair or replacement at no change in the Contract Sum or Contract Time. 1.4 FIELD SHEDS A. Contractor's Field Office: Not Required. B. Storage Sheds for Tools, Materials, and Equipment: Provide weather -tight sheds, with heat and ventilation appropriate for storage of products requiring controlled conditions, with adequate space for organized storage and access, and lighting for inspection of stored materials. PART2-PRODUCTS Not applicable to this Section. PART 3 - EXECUTION 3.1 INSTALLATION OF CONSTRUCTION FACILITIES A. Layout of Sheds: Within 5 days of the Notice to Proceed, Contractor shall submit to Construction Manager a proposed layout for, sheds, and storage areas. Construction Manager will review and Department of Public Works 01 52 00-1 Project# P 1021 City of Santa Clarita Construction Facilities Valencia Heritage Park respond within 5 days with comments and directions. Contractor shall comply with directions of Construction Manager. 1. Coordinate with requirements specified in Section 01 52 29 - Construction Staging Areas. 2. Coordinate installation of construction fencing as specified in Section 01 56 00 - Temporary Barriers and Enclosures. 3.2 REMOVAL OF CONSTRUCTION FACILITIES A. Removal of Construction Facilities: Unless otherwise mutually agreed by Construction Manager and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures. 2. Completely remove in -ground construction facilities to minimum depth of 2-feet. Backfill, compact and re -grade site as necessary to restore areas or to prepare for indicated paving and landscaping. B. Cleaning and Repairs: Clean and repair damage caused by installation or use of temporary construction facilities on public and private rights -of -way. END OF SECTION Department of Public Works 01 52 00-2 Project# P 1021 City of Santa Clarita Construction Facilities Valencia Heritage Park SECTION 01 54 00 CONSTRUCTION AIDS PART1-GENERAL 1.1 SECTION INCLUDES A. Construction aids, including: 1. Temporary lifts and hoists. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 56 00 - Temporary Barriers and Enclosures: Temporary construction barriers, enclosures, and passageways. 1.3 CODES AND REGULATIONS A. Safety Regulations: Comply with requirements of all applicable Federal, State, and local safety rules and regulations. Contractor shall be solely responsible for jobsite safety. 1.4 TEMPORARY LIFTS AND HOISTS A. Temporary Lifts and Hoists: Provide facilities for hoisting materials and personnel. Mobile lifts and truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. 1.5 DEBRIS CHUTES A. Debris Chutes: None Required 1.6 TEMPORARY STAIRS AND SCAFFOLDING A. None required PART2-PRODUCTS Not applicable to this Section. PART 3 - EXECUTION 3.1 MAINTENANCE OF CONSTRUCTION AIDS A. Maintenance: Use all means necessary to maintain construction aids in proper and safe condition throughout progress of the Work. Department of Public Works 01 54 00-1 Project# P 1021 City of Santa Clarita Construction Aids Valencia Heritage Park B. Replacement: In the event of loss or damage, promptly restore construction aids by repair or replacement at no change in the Contract Sum or Contract Time. 3.2 REMOVAL OF CONSTRUCTION AIDS A. Removal of Construction Aids: Unless otherwise mutually agreed by Construction Manager and Contractor, remove construction aids prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 52 00 - Construction Facilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures. B. Cleaning and Repairs: Clean and repair damage caused by installation or use of construction aids. END OF SECTION Department of Public Works 01 54 00-2 Project# P 1021 City of Santa Clarita Construction Aids Valencia Heritage Park SECTION 01 55 00 VEHICULAR ACCESS AND PARKING PART1-GENERAL 1.1 SECTION INCLUDES A. Requirements for vehicular access to Work areas. B. Requirements for construction parking. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 52 00 - Construction Facilities: Coordination of access to field offices and sheds. C. Section 01 55 29 - Construction Staging Areas: Layout of construction staging area, including locations for vehicular access and construction parking. D. Section 01 56 00 - Temporary Barriers and Enclosures: Requirements for temporary construction barriers, enclosures, and passageways, appliable to construction parking areas. E. Section 01 58 00 - Project Identification: Directional and informational signage. F. Section 01 57 00 - Temporary Controls: Storm water pollution prevention measures; video record of existing conditions to be used to determine restoration Work. G. Section 01 74 00 - Cleaning and Waste Management: Cleaning during construction and final cleaning. 1.3 PROTECTION OF EXISTING CONDITIONS A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 - Summary of the Project. Protect existing, adjacent facilities from damage, including soiling and debris accumulation. 1.4 SITE ACCESS A. Site Access: Use of designated existing streets and driveways for construction traffic is permitted. Contractor shall prepare a haul route plan and obtain approval from Owner's Representative prior to site mobilization. Review access routes with Construction Manager and comply with directions. 1. Tracked vehicles shall not use paved areas. 2. Provide unimpeded access for emergency vehicles. Maintain 20 foot (6 m) width driveways with turning space between and around combustible materials. 3. Provide and maintain access to fire hydrants free of obstructions. Department of Public Works 01 55 00-1 Project# P 1021 City of Santa Clarita Vehicular Access and Parking Valencia Heritage Park 4. Clean and restore paving and other site features after construction use. B. Traffic Control: Contractor shall comply with all traffic regulations, including speed limits. Contractor shall pay all parking and traffic fines. Employ trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on vehicular and pedestrian traffic lanes. Comply with regulations of authorities having jurisdiction. 3. Provide signage, cones, and other suitable devices to direct traffic. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 1.5 TRAFFIC SIGNS AND SIGNALS A. Traffic Signs and Signals: Provide temporary signs and signals as required by Authorities Having Jurisdiction. Relocate signs and signals as necessary during construction. 1.6 CONSTRUCTION PARKING A. Construction Parking: Contractor shall prepare a parking plan and obtain approval from Owner's Representative prior to site mobilization. Review construction parking with Construction Manager and comply with directions of Construction Manager. Provide parking in designated locations for construction purposes. Do not park on public roadways unless approved by local police and fire authorities. Do not park on streets of adjoining residential community. Overnight parking is prohibited. 3. Maintain clear access ways and parking for emergency vehicles, as required by local police and fire authorities. PART2-PRODUCTS Not applicable to this Section. PART 3 - EXECUTION 3.1 MAINTENANCE OF PARKING AND ACCESS ROADS A. Maintenance: Maintain traffic and parking areas in a sound condition. Repair breaks, potholes, low areas, standing water and other deficiencies, to maintain paving and drainage in original or specified condition. B. Cleaning of Roadways and Parking Areas: Keep public and private rights -of -way and parking areas clear of construction -caused soiling, dust, and debris, especially debris hazardous to vehicle tires. Perform cleaning as frequently as necessary. Coordinate with requirements specified in Section 01 57 00 - Temporary Controls and Section 01 74 00 - Cleaning and Waste Management. END OF SECTION Department of Public Works 01 55 00-2 City of Santa Clarita Project# P 1021 Vehicular Access and Parking Valencia Heritage Park SECTION 01 55 29 CONSTRUCTION STAGING AREAS PART1-GENERAL 1.1 SECTION INCLUDES A. Contractor Staging Area requirements. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 52 00 - Construction Facilities: Field sheds. C. Section 01 55 00 - Vehicular Access and Parking: Construction Parking. D. Section 01 56 00 - Temporary Barriers and Enclosures: Temporary construction barriers, enclosures, and passageways. E. Section 01 57 00 - Temporary Controls: Storm water pollution prevention measures; video record of existing conditions to be used to determine restoration Work. F. Section 01 57 23 - Temporary Storm Water Pollution Control: Implementation and monitoring of Storm Water Pollution Prevention Plan (SWPPP). G. Section 01 58 00 - Project Identification: Directional and informational signage. H. Section 01 74 00 - Cleaning and Waste Management: Periodic cleaning and final cleaning for Substantial Completion review. 1.3 SUBMITTALS A. Shop Drawings: Prior to site mobilization, Contractor shall prepare and submit for review by Construction Manager a site plan indicating detailed layout of Contractor Staging Area, including: 1. Temporary utilities. 2. Temporary fencing and gates. 3. Temporary sheds. 4. Construction aids. 5. Vehicular accessways and on -site parking. 6. Temporary barriers and enclosures. Department of Public Works 01 55 29-1 Project# P 1021 City of Santa Clarita Construction Staging Areas Valencia Heritage Park PART2-PRODUCTS Not applicable to this Section. PART 3 - EXECUTION 3.1 CONTRACTOR STAGING AREA REQUIREMENTS A. Contractor Staging Areas: Refer to reference drawings included in the set of Contract Drawings for location of Contractor Staging Areas. Contractor shall use only site areas designated specifically by Construction Manager as Contractor Staging Area for the Project. Contractor Staging Area for the Project shall be clearly indicated. Equipment placed or located outside of areas designated for Contractor Staging Area shall be removed to within Contractor Staging Area at no change in Contract Time and Contract Sum. 3. Access to Contractor Staging Areas and other construction accessways and thoroughfares shall be kept clear at all times. Provide traffic and parking control signage acceptable to Construction Manager. B. Cleanliness: Contractor Staging Area shall be kept clear of trash and debris and in neat order. Contractor shall be responsible for cleanliness and order of assigned Contractor Staging Areas, as acceptable to Construction Manager. 3.2 REMOVAL OF CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS A. Removal of Construction Facilities and Temporary Controls: Unless otherwise mutually agreed by Construction Manager and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 52 00 - Construction Facilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures. B. Cleaning and Repairs: Clean and repair damage caused by installation or use of temporary facilities on public and private rights -of -way. C. Removal of Temporary Utilities and Restoration: Remove temporary underground utility installations to a depth of 2-feet. Backfill, compact, and regrade site as necessary to restore areas or to prepare for indicated paving and landscaping. END OF SECTION Department of Public Works 01 55 29-2 Project# P 1021 City of Santa Clarita Construction Staging Areas Valencia Heritage Park SECTION 01 56 00 TEMPORARY BARRIERS AND ENCLOSURES PART1-GENERAL 1.1 SECTION INCLUDES A. Temporary construction barriers, enclosures. 1. Dust and debris barriers. 2. Security barriers. 3. Temporary chainlink fencing. B. Protection of completed Work. C. Removal of construction facilities and temporary controls. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 55 00 - Vehicular Access and Parking: Construction parking restrictions. C. Section 01 57 00 - Temporary Controls: General requirements for protection of existing conditions and run-off control. D. Section 01 58 00 - Project Identification: Directional and informational signage. 1.3 CODES AND REGULATIONS A. California Building Code (CBC): Comply with California Building Code (CBC) Chapter 33, Section 3303 - Protection of Pedestrians During Construction or Demolition. B. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work. C. Safety Regulations: Comply with requirements of all applicable Federal, State, and local safety rules and regulations. Contractor shall be solely responsible for jobsite safety. D. Barricades and Barriers: As required by governing authorities having jurisdiction, provide substantial barriers, guardrails, and enclosures around Work areas and adjacent to embankments and excavations for protection of workers and the public. Department of Public Works 01 56 00-1 Project# P 1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park 1.4 PROTECTION OF EXISTING CONDITIONS A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 - Summary of the Project: Protect existing, adjacent facilities from damage, including soiling and debris accumulation. B. Protection of Existing Furniture, Fixtures and Equipment: As applicable, provide temporary enclosures, barriers and covers to protect existing furniture, fixtures, and equipment remaining in Project area during construction. 1.5 MAINTENANCE OF CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS A. Maintenance: Use all means necessary to maintain temporary barriers and enclosures in proper and safe condition throughout progress of the Work. B. Replacement: In the event of loss or damage, promptly restore temporary barriers and enclosures by repair or replacement at no change in the Contract Sum or Contract Time. 1.6 TEMPORARY BARRIERS, ENCLOSURES AND PASSAGEWAYS A. Temporary Barriers, General: Provide temporary fencing, safety netting, screening, barriers, and guardrails as necessary to provide for public safety, to prevent unauthorized entry to construction areas and to protect existing facilities, environmentally sensitive areas, and adjacent properties from damage from construction operations. Refer to temporary fencing and phasing plan in the Drawings. Comply with requirements indicated. 2. Note requirements for continued occupancy and use of existing buildings and site areas during construction. 3. Comply with applicable requirements of California Building Code (CBC) and of authorities having jurisdiction, including industrial safety regulations. Review requirements with Construction Manager. 4. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire -protection facilities, stairways, and other access routes for firefighting. 5. Paint temporary barriers and enclosures with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. 6. Where appropriate and necessary, provide warning lighting, including flashing red or amber lights. B. Temporary Chainlink Fencing: Provide temporary portable chain -link fencing with windscreen. See Section 01 55 29 - Construction Staging Area for requirements and layout of fencing. 1. Portable Chain -Link Fencing: Minimum 2-inch (50-mm) 11-gauge, galvanized steel, chain -link fabric fencing; minimum 8 feet (2.4 m) high with galvanized steel pipe posts; minimum 2-3/8- Department of Public Works 01 56 00-2 Project# P 1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts, with 1-5/8- inch- (42-mm-) OD top and bottom rails. a. Provide concrete or galvanized steel bases for supporting posts. b. Provide protective barriers at bases to prevent tripping by pedestrians and to protect finish surface. Windscreen on Chain -Link Fencing: For screening of construction activities from view, equivalent to the following: a. Specified manufacturer: Collins Company, Fullerton, CA (714/870-9779). b. Acceptable manufacturers: None identified. Equivalent products of other manufacturers will be considered in accordance with the "or equal" provision specified in Section 01 60 00 - Product Requirements. c. Windscreen fabric: Closed mesh weave of 30 warp by 16 fills per square inch. 1) Fiber: 5.6 ounce per square yard polypropylene fiber. 2) Shade factor: 78 percent. 3) Tensile strength: 360 pounds for warp and 190 pounds for fill, when tested according to ASTM D1682, grab method. 4) Tear strength: 110 pounds for warp and 70 pounds for fill, when tested according to ASTM D2263, trapezoidal method. d. Fabric fabrication: 1) Reinforce hems and seams with 2-3/4 inch black polypropylene folded binding tape, with tensile strength of 300 pounds. 2) Provide center reinforcing tape in addition to reinforced perimeter hems and panel seams. 3) Sew hems and seams with UV light resistant polyester thread. 4) Provide 9/32-inch brass grommets spaced at 12-inches on center in perimeter hems and center reinforcing tape. e. Secure windscreen to fence at all grommets. f. Locate windscreen on outside of fence. C. Tarpaulins: Fire -resistive labeled with flame -spread rating of 15 or less. D. Temporary Wood Fencing: Erect a structurally adequate, protective wood fencing in compliance with California Building Code (CBC) Chapter 33, Section 3303.7 - Pedestrian Protection. Wood fencing shall be provided as required by Table 33-A. Materials: As required by CBC Section 3303.7. Finishes: As acceptable to Owner's Representative. Fence where exposed to public view shall receive minimum of one coat wood primer and one coat semi -gloss paint, color(s) as directed by Construction Manager. E. Temporary Closures: Provide temporary closures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. Where heating or cooling is needed and permanent enclosure is not complete, provide insulated temporary enclosures. Coordinate closures with ventilating and material drying or curing requirements to avoid dangerous conditions and effects such as mold. Department of Public Works 01 56 00-3 Project# P 1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park 2. Vertical openings: Close openings of 25 sq. ft. (2.3 sq. m) or less with plywood or similar materials. 3. Horizontal openings: Close openings in floor or roof decks and horizontal surfaces with load - bearing, wood -framed construction. 4. Install tarpaulins securely using wood framing and other suitable materials. 5. Where temporary wood or plywood enclosure exceeds 100 sq. ft. (9.2 sq. m) in area, use fire - retardant -treated material for framing and main sheathing. F. Temporary Partitions: Erect and maintain temporary partitions and temporary closures to limit dust and dirt migration, including migration into existing facilities, to separate areas from fumes and noise and to maintain fire -rated separations. Coordinate with provisions to control pollutants specified in Section 01 81 19 - Indoor Air Quality Requirements. Dust barriers: Construct dustproof, floor -to -ceiling partitions of not less than nominal 4-inch (100-mm) studs, 2 layers of 3-mil (0.07-mm) polyethylene sheets, inside and outside temporary enclosure. a. Overlap and tape full length of joints. b. Include 5/8-inch thick gypsum board at temporary partitions serving as noise barrier. c. Insulate partitions to minimize noise transmission to adjacent occupied areas. d. Seal joints and perimeter of temporary partitions. 2. Dust barrier passages: Where passage through dust barrier is necessary, provide gasketed doors or heavy plastic sheets that effectively prevent air passage. a. Construct a vestibule and airlock at each entrance to temporary enclosure with not less than 48 inches (1219 mm) between doors. b. Maintain water -dampened foot mats in vestibule where passage leads to existing occupied spaces. c. Equip doors with security locks. 3. Fire -rated temporary partitions: Maintain fire -rated separations, including corridor walls and occupancy separations, by construction of stud partitions with gypsum board faces. a. Construction details shall comply with recognized time -rated fire -resistive construction. Typically, 1-hour rated partitions shall be 2x4 wood studs at 16-inches on center or 3-1/2 inch metal studs at 16-inches on center, with 5/8-inch thick Type X gypsum board at both faces, with joints filled, taped and topped. b. Seal partition perimeters with acceptable fire stopping and smoke seal materials. c. Construct fire -rated temporary partitions whenever existing time -rate fire -resistive construction is removed for 12 hours or more. G. HVAC Protection: Provide dust barriers at HVAC return grilles and air inlets to prevent spread of dust and clogging of filters. Department of Public Works 01 56 00-4 Project# P 1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park H. Temporary Floor Protection: Protect existing floors from soiling and damage. Coordinate with pollution controls specified in Section 01 81 19 - Indoor Air Quality Requirements. Cover floor with 2 layers of 3-mil (0.07-mm) polyethylene sheets, extending sheets 18 inches (460 mm) up the side walls. Cover polyethylene sheets with 3/4-inch (19-mm) fire -retardant plywood. 3. Provide floor mats to clean dust from shoes. Landscape Barriers: Provide barriers around trees and plants and environmentally sensitive areas designated to remain. Locate barriers as directed outside of drip lines of trees and plants. Protect entire area under trees against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. 3. Contractor shall pay all costs to restore trees and plants within barriers that are damaged by construction activities. Restoration shall include replacement with plant materials of equal quality and size. Costs shall include all fines, if any, levied by authorities having jurisdiction. Barricades, Warning Signs and Lights, General: Comply with standards and Code requirements for erection of structurally adequate barricades. Paint barricades with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights. K. Guard Rails: Provide guard rails along tops of embankments and excavations. Along public walkways and areas accessible by the public, adjoining excavations, provide guardrails in addition to fencing. Guardrails shall be substantially and durably constructed of lumber, firmly anchored by posts embedded in concrete, and complying with Code requirements for temporary barriers. Guardrails shall comply with dimensional requirements and accommodate loads as prescribed by California Building Code (CBC) for permanent guardrails. Security Closures and Lockup: Provide substantial temporary closures of openings in exterior surfaces and interior areas as appropriate to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Provide doors with self -closing hardware and locks. Storage: Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. M. Weather Closures: Provide temporary weather -tight closures at exterior openings to prevent intrusion of water, to create acceptable working conditions, to protect completed Work and to maintain temporary heating, cooling, and ventilation. Provide access doors with self -closing hardware and locks. Department of Public Works 01 56 00-5 Project# P 1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park N. Temporary Access, Passage, and Exit Ways: Construct temporary stairs, ramps, and covered walkways, with related doors, gates, closures, guardrails, handrails, lighting, and protective devices, to maintain access and exit ways to existing facilities to remain operational. Design and location of temporary construction shall be by Contractor, subject to review by Construction Manager and authorities having jurisdiction. Provide temporary lighting, illuminated interior exit signage, non -illuminated directional and instructional signage, and temporary security alarms for temporary exits and exit passageways. 3. Temporary measures shall suit and connect to existing building systems, and shall be approved by Construction Manager and authorities having jurisdiction. 1.7 PROTECTION OF INSTALLED WORK A. Protection of Installed Work, General: Provide temporary protection for installed products. Control traffic in immediate area to minimize damage. B. Protective Coverings: Provide protective coverings at walls, projections, jambs, sills, and soffits of openings as necessary to prevent damage from construction activities, such as coatings applications, and as necessary to prevent other than normal atmospheric soiling. C. Traffic Protection: Protect finished floors, stairs and other surfaces from traffic, soiling, wear, and marring. Provide temporary covers of plywood, reinforced kraft paper or temporary rugs and mats, as necessary. Temporary covers shall not slip or tear under normal use. 3. Prohibit traffic and storage on waterproofed and roofed surfaces and on landscaped areas. 4. Protect newly fine graded, seeded, and planted areas with barriers and flags to designate such areas as closed to pedestrian and vehicular traffic. 1.8 REMOVAL OF TEMPORARY BARRIERS AND ENCLOSURES A. Removal of Temporary Barriers and Enclosures: Unless otherwise mutually agreed by Construction Manager and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 52 00 - Construction Facilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures. B. Cleaning and Repairs: Clean and repair damage, soiling and marring caused by installation or use of temporary barriers and enclosures. PART2-PRODUCTS Not applicable to this Section. Department of Public Works 01 56 00-6 Project# P 1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park PART 3 - EXECUTION Not applicable to this Section. END OF SECTION Department of Public Works 01 56 00-7 Project# P1021 City of Santa Clarita Temporary Barriers and Enclosures Valencia Heritage Park SECTION 01 56 33 TEMPORARY SECURITY BARRIERS AND ENCLOSURES PART1-GENERAL 1.1 SECTION INCLUDES A. Work site security. B. Security/pass requirements, including pass -type identification badges. C. Fire protection during construction. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 52 00 - Construction Facilities: Storage sheds at Work site. C. Section 01 55 00 - Vehicular Access and Parking: Vehicle access and parking control at Work areas. D. Section 01 56 00 - Temporary Barriers and Enclosures: Requirements for barriers and fences to control access to site. 1.3 CODES AND REGULATIONS A. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work. B. Safety Regulations: Contractor shall be solely responsible for jobsite safety. Minimum requirements shall include the following. 1. Comply with requirements of all applicable Federal, State, and local safety rules and regulations. 2. Comply with requirements in printed handbook provided under separate cover by Construction Manager. C. Barricades and Barriers: Provide substantial barriers, guardrails, fencing and enclosures as necessary to secure and control access to Work areas. See Section 01 56 00 - Temporary Barriers and Controls for specific requirements. 1.4 WORK SITE SECURITY A. Security Responsibility: Security of the Work site, including various locations within existing facilities, shall be solely the Contractor's responsibility until completion of the Work. B. Contractor's Security Program: 1. Contractor shall protect Work site, including existing premises and Owner's Representative's operations, from theft, vandalism, and unauthorized entry. Contractor shall be responsible for Department of Public Works 01 56 33-1 Project# P1021 City of Santa Clarita Temporary Security Barriers and Enclosures Valencia Heritage Park restoration and replacement of loss or damage to property at no change in Contract Sum and Contract Time. a. Damaged and deteriorated products shall not be incorporated into the Work. b. Damaged and deteriorated products shall be immediately removed from the site. c. Damage to completed Work and to existing facilities shall be immediately corrected. 2. Termination of or reduction in Security Program as Work is completed may occur only with approval of Construction Manager. 3. Contractor shall provide enclosures and sheds to protect materials and equipment from damage, theft and misuse at no change in Contract Sum and Contract Time. Refer to Section 01 52 00 - Construction Facilities and insurance requirements in General Provisions of the Contract. 4. Project Inspector's Access: Provide the Project Inspector with keys necessary to gain access to locked areas of the Work. Project Inspector will be responsible for such keys and will return them to the Contractor at acceptance of the project or area is complete. C. Guard Service: At Contractor's discretion, employ guards to protect the site after working hours. Costs of guard service shall be included in the Contract Sum. D. Work Site Entry Control: Contractor shall restrict entry of unauthorized persons and vehicles to Work site and existing facilities. Comply with requirements specified in Section 01 55 00 - Vehicular Access and Parking. 2. Contractor shall permit and accommodate site access by Construction Manager, Owner's Representative's staff, inspectors, and construction personnel performing concurrent work for Owner's Representative. 3. Coordinate Work site entry control with requirements specified in Section 01 55 00 - Vehicular Access and Parking, including restrictions on obstructing roadways and walkways. E. Supplements to Site Security: Owner, at Owner's expense, may supplement construction site security. 1.5 PERMANENT KEYS CONTROL A. Permanent Keys Control: Immediately upon receipt of permanent keys for whatever purpose (finish hardware, mechanical equipment, casework, dispensers, lockers, switches, equipment items, etc.), tag or otherwise clearly identify keys according to one approved system and turn them over to the Construction Manager prior to any opportunity of access to keys by parties other than those authorized by Owner. 1.6 FIRE PROTECTION A. Fire Protection Responsibility: Protection of Project from fire shall be solely Contractor's responsibility. Department of Public Works 01 56 33-2 Project# P1021 City of Santa Clarita Temporary Security Barriers and Enclosures Valencia Heritage Park B. Fire Protection Provisions, General: Maintain, at a minimum, the Work in conditions to minimize fire hazards and provide adequate fire protection devices, such as suitable fire extinguishers, blankets, warning signs and storage containers. Store combustible materials in containers in fire -safe locations. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. 3. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition. C. Special Fire Protection Provisions: During hazardous construction activities, maintain adequate fire protection devices immediately available for use at the location of such activities. D. Fire Protection Equipment: Until fire protection is provided by permanent fire protection systems and equipment, install, and maintain temporary fire protection equipment as necessary to protect against ignition and spread of fires. Comply with NFPA 10 "Standard for Portable Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alteration and Demolition Operations." E. Temporary Fire Sprinkler Provisions: Where existing fire sprinkler system is affected by demolition and re -construction activities, provide either temporary fire protection measures acceptable to authorities having jurisdiction or modify existing system as necessary to maintain fire protection. Include extensions and additions to standpipe system, for Fire Department connections. Comply with California Fire Code (CFC) Article 87 during all phases of the Work. F. Fire Extinguishers for Protection During Construction: Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure. Provide hand carried, portable UL-rated, Class "A" fire extinguishers for temporary offices and similar spaces. In other locations, provide hand -carried, portable, UL-rated, Class "ABC' dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures. G. Installation of Fire Extinguishers for Protection During Construction: Locate fire extinguishers in field offices, storage sheds, tool houses, other temporary buildings and throughout the Work site. Comply with directions of Fire Marshal having jurisdiction. In the area under construction, provide at least one fire extinguisher for each 5,000 square feet of building floor area. Locate fire extinguishers no greater than 100 feet travel distance apart. PART2-PRODUCTS Not Applicable to this Section. Department of Public Works 01 56 33-3 Project# P1021 City of Santa Clarita Temporary Security Barriers and Enclosures Valencia Heritage Park PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 56 33-4 Project# P1021 City of Santa Clarita Temporary Security Barriers and Enclosures Valencia Heritage Park SECTION 01 57 00 TEMPORARY CONTROLS PART 1-GENERAL 1.1 SECTION INCLUDES A. Protection of existing conditions, including video record of existing conditions. B. Life safety and fire protection. C. Security. D. Protection of installed Work. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises. B. Section 01 81 19 - Indoor Air Quality Requirements: Control of dust and other pollutants at building interior. C. Section 01 56 00 - Temporary Barriers and Enclosures D. Section 01 52 00 - Construction Facilities: Field offices and sheds. E. Section 01 54 00 - Construction Aids: Temporary lifts and hoists; temporary stairs and scaffolding. F. Section 01 55 00 - Vehicular Access and Parking: Vehicle access and parking control at Work areas. G. Section 01 56 00 - Temporary Barriers and Enclosures: Requirements for dust and debris barriers. H. Section 01 57 23 - Temporary Storm Water Pollution Control: Prevention of discharge of pollutants from the construction site into receiving waters. I. Section 01 74 00 - Construction Waste Management and Disposal: Control of construction and demolition waste. 1.3 CODES AND REGULATIONS A. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work. B. Safety Regulations: Contractor shall be solely responsible for jobsite safety. Minimum requirements shall include the following. 1. Comply with requirements of all applicable Federal, State, and local safety rules and regulations. 2. Comply with requirements in handbook provided under separate cover by Construction Manager. Department of Public Works 01 57 00-1 Project# P 1021 City of Santa Clarita Temporary Controls Valencia Heritage Park C. Barricades and Barriers: As required by authorities having jurisdiction, provide substantial barriers, guardrails, and enclosures around Work areas and adjacent to embankments and excavations for protection of workers and the public. See Section 01 56 00 - Temporary Barriers and Enclosures for additional requirements. 1.4 PROTECTION OF EXISTING CONDITIONS A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 - Summary of the Project. Protect existing, adjacent facilities from damage, including soiling and debris accumulation. B. Video Record of Existing Conditions: Contractor shall produce video record of all existing conditions within and adjacent to Project area. 1. Video record shall made on digital video disk (DVD), with sound to record comments to identify locations and describe conditions. 2. Construction Manager will accompany Contractor during recording of existing conditions but will not direct recording process. 3. Video shall record state of existing features, including but not limited to: a. Paving. b. Landscaping. c. Building surfaces. d. Utilities. e. Lighting standards, fencing, signage, and other site appurtenances. 4. Contractor shall retain one copy and deliver one copy of video record to Construction Manager. 5. Video record shall be used to verify restoration of existing conditions after completion of construction activities. 6. Existing feature not recorded shall be restored as directed by Construction Manager, including reconstruction, and refinishing as determined necessary by Construction Manager. 1.5 FIRE PROTECTION A. Fire Protection Responsibility: Protection of Project from fire shall be solely Contractor's responsibility. B. Fire Protection Provisions, General: Maintain, at a minimum, the Work in conditions to minimize fire hazards and provide adequate fire protection devices, such as suitable fire extinguishers, blankets, warning signs and storage containers. Store combustible materials in containers in fire -safe locations. 2. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. Department of Public Works 01 57 00-2 Project# P 1021 City of Santa Clarita Temporary Controls Valencia Heritage Park 3. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition. C. Special Fire Protection Provisions: During hazardous construction activities, maintain adequate fire protection devices immediately available for use at the location of such activities. D. Fire Protection Equipment: Until fire protection is provided by permanent fire protection systems and equipment, install, and maintain temporary fire protection equipment as necessary to protect against ignition and spread of fires. Comply with NFPA 10 "Standard for Portable Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alteration and Demolition Operations." E. Temporary Fire Sprinkler Provisions: Where existing fire sprinkler system is affected by demolition and re -construction activities, provide either temporary fire protection measures acceptable to authorities having jurisdiction or modify existing system as necessary to maintain fire protection. Include extensions and additions to standpipe system, for Fire Department connections. Comply with California Fire Code (CFC) Article 87 or latest version during all phases of the Work. F. Fire Extinguishers for Protection During Construction: Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure. Provide hand carried, portable UL-rated, Class "A" fire extinguishers for temporary offices and similar spaces. 2. In other locations, provide hand -carried, portable, UL-rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures. G. Installation of Fire Extinguishers for Protection During Construction: Locate fire extinguishers in field offices, storage sheds, tool houses, other temporary buildings and throughout the Work site. Comply with directions of Fire Marshal having jurisdiction. In the area under construction, provide at least one fire extinguisher for each 5,000 square feet of building floor area. 2. Locate fire extinguishers no greater than 100 feet travel distance apart. 1.6 SECURITY A. Security Responsibility: Security of the Project area shall be solely the Contractor's responsibility until completion of the Work. B. Security Provisions, General: Provide security program and facilities to protect Work from unauthorized entry, vandalism, and theft. C. Guard Service: At Contractor's discretion, employ guards to protect the site after working hours. 1.7 EROSION AND SEDIMENTATION CONTROL A. Pavement Clearing and Cleaning: Keep site accessways, parking areas and building access and exit facilities clear of mud. Department of Public Works 01 57 00-3 Project# P 1021 City of Santa Clarita Temporary Controls Valencia Heritage Park Remove mud, soil and debris and dispose in a manner which will not be injurious to persons, property, plant materials and site. Comply with runoff control requirements specified in Section 01 57 23 — Temporary Storm Water Pollution Control. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 57 00-4 Project# P 1021 City of Santa Clarita Temporary Controls Valencia Heritage Park SECTION 01 58 00 PROJECT IDENTIFICATION PART1-GENERAL 1.1 SECTION INCLUDES A. On -site Project identification and temporary informational signs to be maintained during Contract. 1.2 RELATED SECTIONS A. Section 01 56 00 - Temporary Barriers and Enclosures: Temporary wood barriers and enclosures. B. Section 09 90 00 - Painting and Coating: General requirements for paint products and painting. 1.3 SUBMITTALS A. Shop Drawings: Submit layout of sign faces to Construction Manager and Owner's Representative for review and approval. Accurately depict lettering styles, graphics, and colors. 1.4 QUALITY ASSURANCE A. Sign Painter's Qualifications: Sign painter shall be regularly engaged and specializing, for the preceding 3 years, in the design, execution, construction and installation of exterior signage of equivalent type, size, and complexity as those required for Project. PART2-PRODUCTS 2.1 SIGN MATERIALS A. Sign Structure and Framing: New materials, wood, or metal, structurally adequate to support sign panel and suitable for specified finish. B. Sign Surfaces: Minimum 3/4-inch thick, exterior grade, softwood plywood with medium or high - density phenolic sheet overlay, standard large sizes to eliminate joints. Provide sheet thickness as required to span across framing members and provide even, smooth surface without waves or buckles. C. Rough Hardware: Galvanized steel, as specified in Section 05 05 23 - Metal Fastenings D. Paint, Sign Face: Exterior quality primer and gloss enamel finish, as customarily used for sign painting, adequate to resist weathering and fading for the scheduled construction period. E. Paint, Sign Structure: Exterior quality, primer, and flat finish paint, adequate to resist weathering and fading for scheduled construction period. See also Section 09 90 00 - Painting and Coating. 2.2 PROJECT IDENTIFICATION SIGN A. Project Identification Sign: As directed, provide one painted Project Identification Sign of minimum 8- feet by 8-feet sign face of 3/4-inch minimum medium -density overlay (MDO) exterior grade plywood, Department of Public Works 01 58 00-1 Project# P 1021 City of Santa Clarita Project Identification Valencia Heritage Park with framing constructed of 8x8 vertical framing members with 6x6 bracing members, mounted on 12x12 base skids to enable sign to be relocated to suit construction activities. Sign face shall be graphic design to be provided by Owner's Representative and will incorporate the rendering, team members. Graphic design, text, style of lettering, and colors shall be as directed; assume 4 colors and special graphic for Project title. 2. Sign shall identify project name, project number, Construction Manager's name, Owner's Representative's name, and Contractor's name. 3. Include corporate logos of parties identified on sign. B. Project Address Signs: Provide Project name and street address signs, minimum of 4 feet wide, to identify Project to facilitate deliveries. Graphic design and colors shall match Project Identification Sign. 2. Text shall be as directed. C. Sign Painting: Sign panels shall be shop painted and field installed. Sign painting shall be performed by professional sign painters. Silk screen method is recommended in order to accurately depict graphics. 2. Paint back and edges of sign panels for complete weather resistance and finished appearance. 2.3 PROJECT INFORMATIONAL SIGNS A. Restrictions: Signs other than Project Identification Sign specified above and Project Informational Signs specified below shall not be displayed without approval of Construction Manager. B. Project Informational Signs: Informational signs, necessary for conduct of construction activities or required by governmental authorities having jurisdiction may be displayed when in conformance to sign construction and graphic requirements specified in this Section. Construction Manager and Owner's Representative may review such signs. If so, review will be for sign construction, and graphic designs only. 2. Adequacy of signage for safety and conformance to requirements of authorities having jurisdiction and trade practices shall be solely Contractor's responsibility. C. Sign Painting: Informational signage shall be produced by professional sign painters and be of size and lettering style consistent with use. Colors shall be as required by authorities having jurisdiction and, if not otherwise required, of colors consistent with Project graphics. Sign Face Finish: Gloss enamel. 2. Structure Finish: Paint exposed surfaces of supports and framing members one coat of primer and one coat of exterior paint, flat finish. Department of Public Works 01 58 00-2 Project# P 1021 City of Santa Clarita Project Identification Valencia Heritage Park PART 3 - EXECUTION 3.1 PROJECT IDENTIFICATION SIGN INSTALLATION A. Project Identification Sign Construction: Construct sign support structure and install panels in durable manner, to resist high winds. B. Project Identification Sign Installation: Erect Project Identification Sign on site at a lighted location of high public visibility, adjacent to the main entrance to the site, as approved by Construction Manager. 1. Install sign at height for optimum visibility, on ground -mounted poles or attached to portable structure on skids. 2. Portable structure shall resist overturning force of wind. C. Street Address Signs: Locate and install signs at each access point from public streets. D. Field Painting: Paint all surfaces and edges of sign face and support structure for finished appearance. 3.2 PROJECT INFORMATIONAL SIGNS INSTALLATION A. Project Informational Signs Construction: Construct sign support structure and install panels in durable manner, to resist high winds. B. Project Informational Signs Installation: 1. Locate signs as necessary for construction activities and as required by authorities having jurisdiction. 2. Install informational signs for optimum visibility, on ground -mounted posts or temporarily attached to surfaces of structures. 3. Attachment methods shall leave no permanent disfiguration or discoloration on completed Work C. Field Painting: Paint all surfaces and edges of sign face and support structure for finished appearance. 3.3 SIGNS MAINTENANCE A. Signs Maintenance: Maintain signs and supports in a neat, clean condition. Repair all damage and weathering to structure, framing and signage. B. Sign Relocation: Relocate signs as required by progress of the Work. 3.4 REMOVAL A. Project Identification Sign Removal: Remove Project Identification Sign when directed. Department of Public Works 01 58 00-3 Project# P 1021 City of Santa Clarita Project Identification Valencia Heritage Park B. Project Information Signs Removal: Remove all informational signs, framing, supports and foundations prior to Substantial Completion review. END OF SECTION Department of Public Works 01 58 00-4 Project# P1021 City of Santa Clarita Project Identification Valencia Heritage Park SECTION 01 60 00 PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM PART1-GENERAL 1.1 SECTION INCLUDES A. General requirements for products used for the Work, including: 1. General characteristics of products. 2. Product options. 3. Substitutions. 4. System completeness. 5. Transportation and handling requirements. 6. Storage and protection of products. 7. Installation of products. 8. Substitution request forms 1.2 RELATED SECTIONS A. Section 01 41 00 - Regulatory Requirements: Codes and standards applicable to product specifications; minimum requirements. B. Section 01 42 13 - Reference Standards and Abbreviations: References to various standards, standard specifications, codes, practices, and other requirements. C. Section 01 33 00 - Submittal Procedures: Requirements applicable to submittals for "or equal" and substitute products. 1.3 GENERAL PRODUCT REQUIREMENTS A. Products, General: Items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock, and include materials, equipment, assemblies, fabrications, and systems. 1. Named Products: Items identified by manufacturer's product name, including make or model designations indicated in the manufacturer's published product data. 2. Materials: Products that are shaped, cut, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed to form a part of the Work. 3. Equipment: A product with operating parts, whether motorized or manually operated, that requires connections such as wiring or piping. Department of Public Works 01 60 00-1 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park B. Specific Product Requirements: Refer to requirements of Section 01 45 00 - Quality Control and individual product Specifications Sections in Divisions 2 through 33 for specific requirements for products. C. Minimum Requirements: Specified requirements for products are minimum requirements. Refer to general requirements for quality of the Work specified in Section 01 45 00 - Quality Control and elsewhere herein. D. Product Selection: Provide products that fully comply with the Contract Documents, are undamaged and unused at installation. Comply with additional requirements specified herein in Article titled "PRODUCT OPTIONS". E. Standard Products: Where specific products are not specified, provide standard products of types and kinds that are suitable for the intended purposes and that are usually and customarily used on similar projects under similar conditions. Products shall be as selected by Contractor and subject to review and acceptance by Owner's Representative. F. Product Completeness: Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Comply with additional requirements specified herein in Article titled "SYSTEM COMPLETENESS". G. Code Compliance: All products, other than commodity products prescribed by Code, shall have a current ICC Evaluation Service, Inc. (ICC ES) Research Report or Evaluation Report, as applicable. Refer to additional requirements specified in Section 01 41 00 - Regulatory Requirements. H. Interchangeability: To the fullest extent possible, provide products of the same kind from a single source. Products required to be supplied in quantity shall be the same product and interchangeable throughout the Work. When options are specified for the selection of any of two or more products, the product selected shall be compatible with products previously selected. I. Product Nameplates and Instructions: Except for required Code -compliance labels and operating and safety instructions, locate nameplates on inconspicuous, accessible surfaces. Do not attach manufacturer's identifying nameplates or trademarks on surfaces exposed to view in occupied spaces or to the exterior. Provide a permanent nameplate on each item of service -connected or power -operated equipment. Nameplates shall contain identifying information and essential operating data such as the following example: Name of manufacturer Name of product Model and serial number Capacity Operating and Power Characteristics Labels of Tested Compliance with Codes and Standards 3. For each item of service -connected or power -operated equipment, provide operating and safety instructions, permanently affixed and of durable construction, with legible machine lettering. Comply with all applicable requirements of authorities having jurisdiction and listing agencies. Department of Public Works 01 60 00-2 Project# P1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park Electrical Product Requirements: Comply with requirements specified in Division 16 — Electrical 1.4 PRODUCT OPTIONS A. Products Specified by Description: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that has the specified attributes and otherwise complies with specified requirements. 3. Comply with specified attributes related to sustainable design criteria. Refer to Section 01 81 13 - Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through 32. B. Products Specified by Performance Requirements: Where Specifications require compliance with performance requirements, provide product(s) that comply and are recommended by the manufacturer for the intended application. Verification of manufacturer's recommendations may be by product literature or by certification of performance from manufacturer. Comply with specified sustainable design performance requirements. Refer to Section 01 81 13 - Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through 33. C. Products Specified by Reference to Standards: Where Specifications require compliance with a standard, provided product shall fully comply with the standard specified. Refer to general requirements specified in Section 01 42 13 - Reference Standards and Abbreviations regarding compliance with referenced standards, standard specifications, codes, practices, and requirements for products. Comply with specified standards related sustainable design. Refer to Section 01 81 13 - Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through 33. D. Products Specified by Identification of Manufacturer and Product Name or Number: "Specified Manufacturer": Provide the specified product(s) of the specified manufacturer. a. If only one manufacturer is specified, without "acceptable manufacturers" being identified, provide only the specified product(s) of the specified manufacturer. b. If the phrase "or equal" is stated or reference is made to the "or equal provision," products of other manufacturers may be provided if such products are equivalent to the specified product(s) of the specified manufacturer. Equivalence shall be demonstrated by submission of complete information in compliance with requirements specified herein under the Article titled "SUBSTITUTIONS." c. Products identified as "Owner Standard" are only products acceptable. No substitutions will be considered. "Acceptable Manufacturers": Product(s) of the named manufacturers, if equivalent to the specified product(s) of the specified manufacturer, will be acceptable in accordance with the requirements specified herein in the Article titled "SUBSTITUTIONS", except considerations regarding changes in Contract Time and Contract Sum will be waived if no increase in Contract Time or Contract Sum results from use of such equivalent products. Department of Public Works 01 60 00-3 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park 3. Unnamed manufacturers: Products of unnamed manufacturers will be acceptable only as follows: Unless specifically stated that substitutions will not be accepted or considered or that products are "Owner Standard," the phrase "or equal" shall be assumed to be included in the description of specified product(s). Equivalent products of unnamed manufacturers will be considered in accordance with the "or equal" provision specified herein, below. If provided, products of unnamed manufacturers shall be subject to the requirements specified herein in the Article titled "SUBSTITUTIONS." 4. Quality basis: Specified product(s) of the specified manufacturer shall serve as the basis by which products by named acceptable manufacturers and products of unnamed manufacturers will be evaluated. Where characteristics of the specified product are described, where performance characteristics are identified or where reference is made to industry standards, such characteristics are specified to facilitate evaluation of products by identifying attributes of the specified product(s) which must be met by proposed products. E. Products Specified by Combination of Methods: Where products are specified by a combination of attributes, including manufacturer's name, product brand name, product catalog or identification number, industry reference standard, or description of product characteristics, provide products conforming to all specified attributes. F. "Or Equal" Provision: Where the phrase "or equal" or the phrase "or approved equal" is included, product(s) of unnamed manufacturer(s) may be provided as specified above in subparagraph titled "Unnamed manufacturers." Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "Owner Standard" products. The requirements specified herein in the Article titled "SUBSTITUTIONS" shall apply to products provided under the "or equal" provision except, if the proposed product(s) are determined to be equivalent to the specified product(s) of the specified manufacturer, the requirement specified for substitutions to result in a net reduction in Contract Time or Contract Sum will be waived. 3. Use of product(s) under the "or equal" provision shall not result in any delay in completion of the Work, including completion of portions of the Work for use by Owner's Representative or for work under separate contract by Owner's Representative. 4. Use of product(s) under the "or equal" provision shall not result in change in Contract Sum and Contract Time. Should additional costs be incurred, including costs for re -design and for fees for plancheck review and permit, costs shall be paid by Contractor with no change in Contract Sum and Contract Time. 5. Use of product(s) under the "or equal" provision shall not require substantial change in the intent of the design, in the opinion of the Owner's Representative. The intent of the design shall include functional performance and aesthetic qualities. Should changes in dimensions, configurations, locations, and interfaces between products be necessary due to use of other than the specified products of the specified manufacturer, such changes shall be made by the Contractor, subject to review by the Owner's Department of Public Works 01 60 00-4 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park Representative and, if applicable, approval by the Division of the State Architect (DSA), at no change in Contract Sum and Contract Time. Refer to Section 01 26 00 - Contract Modification Procedures for requirements for approval of changes by Authority Having Jurisdiction (AHJ). 6. The determination of equivalence will be made by the Owner's Representative and such determination shall be final. G. Visual Matching: Where Specifications require matching a sample, the decision by the Owner's Representative on whether a proposed product matches shall be final. Where no product visually matches but the product complies with other requirements, comply with provisions for substitutions for selection of a matching product in another category. H. Selection of Products: Where requirements include the phrase "as selected from manufacturer's standard colors, patterns and textures", or a similar phrase, selections of products will be made by indicated party or, if not indicated, by the Owner's Representative. The Owner's Representative will select color, pattern, and texture from the product line of submitted manufacturer, if all other specified provisions are met. 1.5 SUBSTITUTIONS A. Substitutions: Requests by Contractor to deviate from specified requirements for products, materials, equipment, and methods, or to provide products other than those specified, shall be considered requests for substitutions except under the following conditions: Any and all proposed material substitutions presented by the contractor shall be submitted to the Owner's Representative during the Bid Period. These substitution requests must be received by the Owner's Representative no later than 7 days prior to the scheduled bid opening. Substitution request submittals shall be complete as outlined herein including for use of the attached substitution request form. Any substitution requests presented within the 7 days prior to the Bid Opening or beyond the Bid Opening will not be accepted. Acceptance shall be in the form of written Addendum to the Bidding documents prior to Bidding or revision to the Drawings or Specifications for use as Construction Contract Documents. Changes in products, materials, equipment, and methods of construction are directed by the Construction Manager after consultation with Owner's Representative. 3. Contractor options for provision of products and construction methods are specifically stated in the Contract Documents. 4. Change in products, materials, equipment, and methods of construction is required for compliance with Codes, ordinances, regulations, orders, and standards of authorities having jurisdiction. B. Substitution Provisions: Refer to substitution provisions of the General Provisions of the Contract, in addition to the requirements specified herein. Provisions for consideration and acceptance of substitutions shall be as follows: Structural considerations: Substitution requests for products that require structural attachment or which impose loads on the building structure, shall be accompanied by complete submission of product information, calculations and installation details sufficient for review by the Structural Department of Public Works 01 60 00-5 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park Engineer of Record and review and approval by Authority Having Jurisdiction (AHJ). Submitted information shall include, but not be limited to, the following: a. Sizes and weights of all products, including notations identifying increases or decreases in dimensions and weights. b. Identification of locations of all vertical and lateral loads imposed on the building structure, including notation of increase or decrease in loads and changes in locations of applied loads. c. Structural overturning calculations, structural attachment and anchoring details and calculations, including identification of seismic force criteria used for calculations, prepared, and signed by Structural Engineer registered to practice in State of California. Regulatory approval: Information described above, if acceptable to Owner's Representative and Structural Engineer of Record, shall be submitted to Authority Having Jurisdiction (AHJ) under applicable provisions for deferred approvals. Responsibility for compliance with procedures of Authority Having Jurisdiction (AHJ) shall be on the Contractor. a. AHJ will review and approve or disapprove the requested substitution. b. Disapproval by AHJ shall render requested substitution to be disapproved. c. Approval by AHJ shall not supersede other conditions for approval under the Contract Documents. 3. Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "sole source" products. 4. Documentation: Substitutions will not be considered if they are indicated or implied on shop drawing, product data or sample submittals. All requests for substitution shall be by separate written request from Contractor. Contractor shall utilize Substitution Request form enclosed following this Section. Note separate forms for request for substitution prior to and after bidding. 5. Cost and Time Considerations: Substitutions will not be considered unless a net reduction in Contract Sum or Contract Time results to the Owner's Representative's benefit, including redesign costs, life cycle costs, plan check and permit fees, changes in related Work and overall performance of building systems. 6. Design Revision: Substitutions will not be considered if acceptance will require substantial revision of the Contract Documents or will substantially change the intent of the design, in the opinion of the Owner's Representative. The intent of the design shall include both functional performance and visual qualities. 7. Data: It shall be the responsibility of the Contractor to provide adequate data demonstrating the merits of the proposed substitution, including cost data and information regarding changes in related Work. 8. Determination by Owner's Representative: Owner's Representative will determine the acceptability of proposed substitutions and the Owner's Representative will notify all potential bidders prior to the Bid Opening of acceptance or rejection. The determination by the Owner's Representative regarding functional performance and visual qualities shall be final. 9. Non -Acceptance: If a proposed substitution is not accepted, Contractor shall immediately provide the specified product. Department of Public Works 01 60 00-6 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park 10. Substitution Limitation: Only one request for substitution will be considered for each product. Do not order or deliver substitute products until formal approval has been given. 11. Approval of Substitutions by Authority Having Jurisdiction (AHJ): All substitutions shall be considered changes and shall be governed by the requirements for changes specified in Section 01 60 00 — Product Requirements. All Change Orders shall be completed in advance of construction, including submission to and approval by Authority Having Jurisdiction (AHJ). Time limit for substitutions in State of California, Public Contract Code Section 3800 shall apply. C. Request for Substitution Process: Contractor shall prepare a request for substitution per provided substitution form, and submit the request to the Owner's Representative for review and acceptance. Submit a minimum of 4 copies. Form and other administrative requirements shall be as directed by the Owner's Representative. Substitution requests shall include complete product data, including drawings and descriptions of products, fabrication details and installation procedures. Include samples where applicable or requested. Where sustainable design attributes are specified, including VOC emissions, formaldehyde content, FSC-accredited certification, and compliance to reference standards, indicate in substitution request compliance with specified criteria. 3. Substitution requests shall include appropriate product data for the specified product(s) of the specified manufacturer, suitable for use in comparison of characteristics of products. Include a written, point -by -point comparison of characteristics of the proposed substitute product with those of the specified product. Include a detailed description, in written or graphic form as appropriate, indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the Owner's Representative and by others under separate contracts with Owner's Representative, that will be necessary if the proposed substitution is accepted. 4. Substitution requests shall include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by Owner's Representative or for work under separate contracts by Owner's Representative. 5. Except as otherwise specified, substitution requests shall include detailed cost data, including a proposal for the net change, if any, in the Contract Sum. 6. Substitution requests shall include signed certification that the Contractor has reviewed the proposed substitution and has determined that the substitution is equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents, and that the substitution is suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents. 7. Substitution requests shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following: a. Substitution failed to perform adequately. b. Substitution required changes in on other elements of the Work. c. Substitution caused problems in interfacing with other elements of the Work. Department of Public Works 01 60 00-7 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park Substitution was determined to be unacceptable by authorities having jurisdiction. 8. If, in the opinion of the Owner's Representative, the substitution request is incomplete or has insufficient data to enable a full and thorough review of the intended substitution, the substitution may be summarily refused and determined to be unacceptable. D. Contract Document Revisions: Should a Contractor -proposed substitution or alternative sequence or method of construction require revision of the Contract Drawings or Specifications, including revisions for the purposes of determining feasibility, scope or cost, or revisions for the purpose of obtaining review and approval by Authority Having Jurisdiction (AHJ), revisions will be made by Owner's Representative or other consultant of Owner's Representative who is the responsible design professional, as approved in advance by Owner's Representative through Construction Manager. Services of Owner's Representative or other responsible design professional for researching and reporting on proposed substitutions or alternative sequence and method of construction shall be paid by Contractor when such activities are considered additional services to the design services contracts of the Owner's Representative or other responsible design professional. 3. Costs of services by Owner's Representative or other responsible design professional of the Owner's Representative shall be paid on a time and materials basis, based on current hourly fee schedules, with reproduction, long distance telephone and shipping costs reimbursable at cost plus usual and customary mark-up for handling and billing. 4. Such fees shall be paid whether or not the proposed substitution or alternative sequence or method of construction is ultimately accepted by Owner's Representative and a Change Order is executed. 5. Such fees shall be paid from Contractor's portion of savings if a net reduction in Contract Sum results. If fees exceed Contractor's portion of net reduction, Contractor shall pay all remaining fees unless otherwise agreed in advance by Owner's Representative through Construction Manager. 6. Such fees owed shall be deducted from the amount owed Contractor on the Application for Payment next made following completion of revised Contract Drawings and Specifications or completion of research and other services. Owner will then pay the Owner's Representative. 1.6 SYSTEM COMPLETENESS A. System Completeness: The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work. Rather, the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work. It is intended that all equipment, systems, and assemblies be complete and fully functional even though not fully described. Provide all products and operations necessary to achieve the design intent described in the Contract Documents. Department of Public Works 01 60 00-8 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park 3. Refer to related general requirements specified in Section 01 41 00 - Regulatory Requirements regarding compliance with minimum requirements of applicable codes, ordinances, and standards. B. Omissions and Misdescriptions: Contractor shall report to Architect immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear. Should an essential element be discovered as missing or misdescribed prior to receipt of Bids, an Addendum will be issued so that all costs may be accounted for in the Contract Sum. 2. Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement, Contractor shall provide the element as though fully and correctly described, and a no -cost Change Order shall be executed. 3. Refer to related general requirements specified in Section 01 31 00 - Project Management and Coordination, regarding construction interfacing and coordination. 1.7 TRANSPORTATION, DELIVERY AND HANDLING A. Transportation, Delivery and Handling, General: Comply with manufacturer's instructions and recommendations for transportation, delivery, and handling, in addition to the following. B. Transportation: Transport products by methods to avoid product damage. C. Delivery: Schedule delivery to minimize long-term storage and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 2. Deliver products in undamaged condition in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. D. Handling: Provide equipment and personnel to handle products by methods to prevent soiling, marring or other damage. 2. Promptly inspect products on delivery to ensure that products comply with contract documents, quantities are correct, and to ensure that products are undamaged and properly protected. 1.8 STORAGE AND PROTECTION A. Storage and Protection, General: Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Periodically inspect to ensure products are undamaged and are maintained under required conditions. Department of Public Works 01 60 00-9 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park 2. Products damaged by improper storage or protection shall be removed and replaced with new products at no change in Contract Sum or Contract Time. 3. Store sensitive products in weathertight enclosures. B. Inspection Provisions: Arrange storage to provide access for inspection and measurement of quantity or counting of units. C. Structural Considerations: Store heavy materials away from the structure in a manner that will not endanger supporting construction. D. Weather -Resistant Storage: 1. Store moisture -sensitive products above ground, under cover in a weathertight enclosure or covered with an impervious sheet covering. Provide adequate ventilation to avoid condensation. 2. Maintain storage within temperature and humidity ranges required by manufacturer's instructions. 3. For exterior storage of fabricated products, place products on raised blocks, pallets or other supports, above ground and in a manner to not create ponding or misdirection of runoff. place on sloped supports above ground. 4. Store loose granular materials on solid surfaces in a well -drained area. Prevent mixing with foreign matter. E. Protection of Completed Work: 1. Provide barriers, substantial coverings, and notices to protect installed Work from traffic and subsequent construction operations. 2. Remove protective measures when no longer required and prior to Substantial Completion review of the Work. 3. Comply with additional requirements specified in Section 01 56 00 - Temporary Barriers and Enclosures PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION 3.1 INSTALLATION OF PRODUCTS A. Installation of Products: 1. Comply with manufacturer's instructions and recommendations for installation of products, except where more stringent requirements are specified, are necessary due to Project conditions or are required by authorities having jurisdiction. Department of Public Works 01 60 00-10 Project# P 1021 City of Santa Clarita Product Requirements and Substitution Request Form Valencia Heritage Park Anchor each product securely in place, accurately located and aligned with other Work. 3. Clean exposed surfaces and provide protection to ensure freedom from damage and deterioration at time of Substantial Completion review. Refer to additional requirements specified in Section 01 74 00 - Cleaning and Waste Management and Section 01 50 00 - Temporary Facilities and Controls. END OF SECTION Department of Public Works 01 60 00-11 Project# P1021 City of Santa Clarita Product Requirements and Substitution Request Form SECTION 01 60 01 SUBSTITUTION REQUEST City of Santa Clarita FORM (POST -BID) Heritage Valencia Park To: Substitution Request No. From: Summary: Drawing References: Detail Numbers Specification References: Section No. - Title: Articles / Paragraphs: Pages: Proposed Substitution: Reason for Not Providing Specified Products: Proposed Manufacturer: Address: Trade Name: Date: Refer to product options and substitutions specified in Section 01 60 00 - Product Requirements. Contact: Phone: Model No.: History: ❑ New product ❑ 1-4 years in market ❑ 5-10 years in market ❑ Over 10 years in market Similar Installations of Proposed Substitute Products: Project: Address: Differences between proposed substitution and specified products: Architect: Owner: Date Installed: Describe changes to the Contract Documents necessary for proper installation, interfaces and service if the proposed substitution is accepted: Attach complete data, including product descriptions, specifications, drawings, photographs and performance and test data adequate for evaluation of the request. Clearly annotate applicable portions of the data. Include ICC Evaluation Service (ICC ES) Evaluation Report, if applicable. Point -by -Point comparison against detailed and specified products is attached: ❑ MANDATORY FOR CONSIDERATION. Attached are: ❑ Drawings ❑ Product Data ❑ Samples ❑ Test Data ❑ Reports ❑ Department of Public Works 01 60 01-1 Project# P1021 City of Santa Clarita Substitution Request Form (Post -Bid) City of Santa Clarita Valencia Heritage Park SUBSTITUTION REQUEST FORM Net change in Contract Sum if proposed substitution is accepted: add / deduct (state) $ ) Amount in words: Net change in Contract Time if proposed substitution is accepted: add / deduct (state) calendar days. Amount in words: Change in warranty/guaranty if proposed substitution is accepted: (describe) The Undersigned certifies: ❑ Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. ❑ Proposed substitution complies with applicable Codes, ordinances and standards. ❑ Same warranty will be furnished for proposed substitution as for specified products. ❑ Same maintenance service and source of replacement parts, as applicable, are available. ❑ Proposed substitution will have no adverse effect on related Work and will not affect or delay progress of the Work. ❑ Proposed substitution does not affect dimensions and functional clearances. ❑ Payment will be made for changes to building design, including A/E design, detailing, and construction costs and for securing approval of Division of the State Architect (DSA) due to the substitution. Submitted by: (typed name) Title: Signed: Date: ARCHITECT'S REVIEW AND ACTION ❑ Substitution will be approved, with or without conditions, as described in applicable Contract Modification (Change Order or Construction Change Directive) according to Section 01 26 00 - Contract Modification Procedures. As specified in Section 01 33 00 - Submittals Procedures, substitution will not be approved as part of submittals review process. ❑ Substitution rejected - No change is authorized. Use specified products. ❑ Substitution Request received too late. Substitution rejected - No change is authorized. Use specified products. For Architect: Signed Date: Name END OF DOCUMENT Add attachments as noted. Department of Public Works 01 60 01-2 Project# P1021 City of Santa Clarita Substitution Request Form (Post -Bid) Valencia Heritage Park SECTION 01 71 00 EXAMINATION AND PREPARATION PART 1 -GENERAL 1.1 SECTION INCLUDES A. Requirements for preparation prior to installing, applying, and placing products to determine acceptable conditions for the Work. B. Layout of the Work and other engineering services necessary to accomplish the Work. 1.2 RELATED SECTIONS A. Section 01 31 00 - Project Management and Coordination: Requirements for proper sequencing and interfacing of the Work; general requirements for pre -installation conferences. B. Section 01 32 00 - Construction Progress Documentation: Requirements for scheduling and sequencing of the Work. C. Section 01 73 29 - Cutting and Patching: Work performed to provide access for performing the Work. D. Section 01 77 00 - Contract Closeout Procedures: Project record documents, including layout data. E. Section 01 32 23 - Survey and Layout Data: Requirements for survey and layout data submittals. G. Individual Division 2 through 33 Product Specification Sections: Specific requirements for preparation prior to performance of the Work. 1.3 LAYOUT OF WORK A. Surveyor: Contractor shall select and pay for services of a land surveyor, registered in the State of California, for proper performance of the Work. 1. Services of surveyor shall be suitable for layout and verification of location of buildings and site elements. 2. For the Project record, submit the name, address, and telephone number of land surveyor before starting survey Work. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION 3.1 PREPARATION A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work. Department of Public Works 01 71 00-1 Project# P1021 City of Santa Clarita Examination and Preparation Valencia Heritage Park B. Preparations: Perform preparation actions according to manufacturer's instructions and recommendations and according to specified procedures. Perform surface preparation as necessary to create suitable substrates for application, installation, and placement of products. Notify Construction Manager in writing of unsuitable conditions preventing proper performance of the Work. C. Existing Utility Information: Furnish information to serving utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Verify depth of existing utility lines prior to excavation. Coordinate with Construction Manager and with Authority Having Jurisdiction (AHJ). D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner's Representative or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Notify Owner's Representative through Construction Manager not less than seven calendar days in advance of proposed utility interruptions. Do not proceed with utility interruptions without written permission from Owner's Representative through Construction Manager. E. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. F. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. G. Review of Contract Documents and Field Conditions: Immediately upon discovery of the need for clarification of the Contract Documents, submit a Request for Information (RFI) to Owner's Representative. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Submit requests in accordance with requirements specified in Section 01 26 13 - Requests for Information (RFI), using form provide or as directed by Construction Manager. H. Verification of Construction Layout: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks, and locate survey reference points. If discrepancies are discovered, promptly notify Construction Manager, Owner's Representative and Project Inspector. 3.2 FIELD ENGINEERING A. Examination: Verify locations of survey control and reference points prior to starting Work. Promptly notify Construction Manager, Owner's Representative and Project Inspector if discrepancies are discovered. Department of Public Works 01 71 00-2 Project# P 1021 City of Santa Clarita Examination and Preparation Valencia Heritage Park B. Survey Control and Reference Points: Contractor shall locate and protect survey control and reference points. Control datum for survey shall be as indicated on Civil Drawings. Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professions Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that, prior to construction, monuments shall be referenced in the field and "Corner Records" shall be prepared for filing in the Office of the County Surveyor. These shall be performed prior to Contract Completion of the Work. 2. Comply with requirements of authorities having jurisdiction for survey monumentation preservation on capital improvement projects where monumentation points are present. 3. Contractor shall be responsible for preparing and submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. 4. Contract Completion and release of retainage shall be contingent upon obtaining documentation from Contractor's project surveyor or engineer that monuments have been set or restored and that Corner Records have been filed with and to the satisfaction of the County Surveyor. 5. All costs and actions necessary for compliance with AB 1414 shall be included in the Contract Sum and Contract Time. 3.3 SURVEYING AND FIELD ENGINEERING SERVICES A. Refer to Section 01 32 23 - Survey and Layout Data. Contractor shall be responsible for the accuracy and adequacy of surveying and field engineering services. 2. Contractor shall utilize recognized engineering practices. 3. Contractor shall check the location, level and plumb, of every major element as the Work progresses. 4. Preserve construction survey stakes and marks for the duration of their usefulness. 5. If construction survey stakes are lost or disturbed, and require replacement, Contractor shall pay for replacement at no change in Contract Time. 6. Contractor shall excavate all holes necessary for line and grade stakes. B. Surveying for Layout and Control of the Work: Establish elevations, lines, and levels for all Work under the Contract. Locate and lay out by instrumentation and similar appropriate means: Site improvements, including pavements, curbs, headers, sewers, storm drains, structures, and paving. Note on Project record drawings utility locations, slopes, and invert elevations. 2. Stakes for cutting, filling, grading and topsoil placement, to establish finished grade or flow line indicated on Contract Drawings. Department of Public Works 01 71 00-3 Project# P 1021 City of Santa Clarita Examination and Preparation Valencia Heritage Park a. Preserve construction survey stakes and marks for the duration of their usefulness. b. If construction survey stakes are lost or disturbed, and require replacement, Contractor shall perform replacement at no change in Contract Sum and Contract Time. c. Contractor shall excavate all holes necessary for line and grade stakes. 3. Grid or axis for structures, building foundation, column locations and ground floor elevations. 4. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 5. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 6. Inform installers of lines and levels to which they must comply. 7. Notify Construction Manager, Owner's Representative and Project Inspector when deviations from required lines and levels exceed allowable tolerances. 8. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Monuments: Establish a minimum of two permanent monuments on site, referenced to established control points. Record locations, with horizontal and vertical data, on Project Record Drawings. In accordance with Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor or civil engineer setting it, each number preceded by the letters "L.S." or "R.C.E." respectively, as the case may be, or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this Section shall prevent the inclusion of other information on the tag which will assist in the tracing or location of survey records which relate to the tagged monument. 3. Centerline ties filed with the County Surveyor will be checked for compliance with this law. D. Site Grading Verification: Upon completion of grading, survey graded areas and establish that elevations are correct and within acceptable tolerances for paving and finish grading. Civil Engineer will provide certifications for building pad and finish grading to Owner's Representative. E. Verification of Work: Periodically verify layout and completed conditions of the Work by same means. END OF SECTION Department of Public Works 01 71 00-4 Project# P 1021 City of Santa Clarita Examination and Preparation Valencia Heritage Park SECTION 01 73 00 EXECUTION PART1-GENERAL 1.1 SECTION INCLUDES A. General requirements for installing, applying, and placing products. B. General requirements for correction of defective Work. 1.2 RELATED SECTIONS A. Section 01 31 00 - Project Management and Coordination: Pre -installation and coordination conferences where procedures for installing, applying, and placing products are reviewed prior to performance of the Work. B. Individual Division 2 through 33 Product Specification Sections: Specific requirements for installing, applying, and placing products. 1.3 EXECUTION A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work. B. Execution: Perform installation, application, and placement actions according to manufacturer's instructions and recommendations and according to specified procedures. 1. Perform surface preparation as necessary to create suitable substrates for application, installation, and placement of products. 2. Notify Construction Manager in writing of unsuitable conditions preventing proper performance of the Work. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION 3.1 INSTALLATION, APPLICATION AND PLACEMENT OF PRODUCTS A. Manufacturer's Instructions: Comply with manufacturer's written instructions and recommendations for installing, applying, placing, and finishing products. B. Installation, Application and Placement, General: Locate the Work and components of the Work accurately, in correct alignment, orientation and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. Department of Public Works 01 73 00-1 Project# P 1021 City of Santa Clarita Execution Valencia Heritage Park 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Maintain minimum headroom clearance of 8 feet (2.4 m) in spaces without a suspended ceiling, unless otherwise directed. 5. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until acceptance of the Work. 6. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. C. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. D. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Owner's Representative. 2. Allow for building movement, including thermal expansion and contraction. E. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. F. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. G. Cleaning: Comply with requirements specified in Section 01 74 00 - Cleaning Requirements. See individual product Specifications Sections for specific cleaning procedures to be performed. H. Protection: Provide barriers, covers and other protective devices as recommended by manufacturer and complying with general requirements specified in Section 01 56 00 - Temporary Barriers and Enclosures. Comply with manufacturer's written instructions for temperature and relative humidity. 2. See individual product Specifications Sections for specific protective measures to be provided. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.2 OWNER'S REPRESENTATIVE -INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's Representative's construction forces and those performing work for Owner's Representative under separate contracts. Coordinate with requirements specified in Section 01 55 00 - Vehicular Access and Parking. Department of Public Works 01 73 00-2 Project# P 1021 City of Santa Clarita Execution Valencia Heritage Park B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's Representative by separate contract or with Owner's Representative's construction forces. Construction schedule: Inform Construction Manager of Contractor's preferred construction schedule for Owner's Representative -installed work. Adjust construction schedule based on a mutually agreeable timetable. Notify Construction Manager if changes to schedule are required due to differences in actual construction progress. Pre -installation and coordination conferences: Include Owner's Representative's construction forces at pre -installation and coordination conferences covering portions of the Work that are to receive Owner's Representative -installed work. Attend preinstallation conferences conducted by Owner's Representative's construction forces if portions of the Work depend on Owner's Representative -installed products. 3.3 CORRECTION OF THE WORK A. Correction of the Work, General: Repair or remove and replace defective construction. Restore damaged substrates and finishes to match original and new surrounding construction. Comply with requirements in Section 01 73 29 - Cutting and Patching. Repairing shall include replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. 3. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. 4. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. 5. Remove and replace chipped, scratched, and broken glass. B. Restoration of Existing Conditions: Restore permanent facilities used during construction to their original condition or to match new construction. END OF SECTION Department of Public Works 01 73 00-3 Project# P 1021 City of Santa Clarita Execution Valencia Heritage Park SECTION 01 73 29 CUTTING AND PATCHING PART1-GENERAL 1.1 SECTION INCLUDES A. Requirements and limitations for cutting and patching of Work. 1.2 RELATED SECTIONS A. Section 01 10 00 - Summary of the Project: Work by Owner's Representative or by separate contractors performing work for Owner's Representative. B. Individual product Specification Sections: Cutting and patching incidental to Work specified in the Section. 2. Coordination with Work specified in other Sections for openings required to accommodate Work specified in those other Sections. 1.3 SUBMITTALS A. Written Requests for Cutting and Alteration: Submit written request in advance of cutting or alteration which affects: a. Structural integrity of any element of new or existing construction. b. Integrity of weather -exposed or moisture -resistant elements. c. Efficiency, maintenance, or safety of operational elements. d. Visual qualities of elements exposed to view in the completed construction. e. Work of Owner's Representative or by others under separate contract with Owner's Representative. f. Existing construction not otherwise indicated to be revised by Work under the Contract. 2. Include in requests for cutting and alteration: a. Identification of Project. b. Location and description of affected Work. Include shop drawings as necessary to identify locations and communicate descriptions. c. Explanation of necessity for cutting and patching. d. Description of proposed Work and products to be used. e. Alternatives to cutting and patching. f. Effect on existing construction. g. Effect on work by Owner's Representative or by separate contractors performing work for Owner's Representative. 3. Include written evidence that those performing work under separate contract for Owner's Representative have been notified and acknowledge that cutting and patching work will be occurring. Include written permission for intended cutting and patching, included scheduled times. Department of Public Works 01 73 29-1 Project# P 1021 City of Santa Clarita Cutting and Patching Valencia Heritage Park 4. Indicate date and time cutting and patching Work will be performed. PART2-PRODUCTS 2.1 PATCHING MATERIALS A. Patching Materials, General: As required for original installation and to match surrounding construction. 1. Paving: Match existing products and finishes. Confirm colors, patterns, and textures with Owner's Representative. 2. Lawns and grasses: Restore areas trenched, disturbed, or damaged. Provide sod or seeded planting mix, to match existing lawn or grass area. 3. Building finish materials: Match existing products and finishes. Confirm colors, patterns, and textures with Owner's Representative. Custom cut new materials to fit and to match joint patterns with existing materials. B. Product Substitution: For each proposed change in materials, submit request for substitution under provisions of Section 01 60 00 - Product Requirements. PART 3 - EXECUTION 3.1 EXAMINATION A. Examination, General: Inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching. B. After uncovering existing Work, inspect conditions affecting proper accomplishment of Work. C. Beginning of cutting or patching shall be interpreted to mean that existing conditions were found by Contractor to be acceptable. 3.2 PREPARATION A. Temporary Supports: Provide supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage. B. Weather Protection: Provide protection from elements for areas which may be exposed by uncovering Work. Maintain excavations free of water. 3.3 CUTTING AND PATCHING A. Cutting and Patching, General: Execute cutting, fitting, and patching, excavation, and fill, to as necessary to complete the Work. 1. Unless specifically indicated on Structural or Architectural Drawings, all alterations, or modifications to structural elements by cutting, drilling, boring, bracing, welding and similar actions shall have written approval by the Structural Engineer of Record and Division of the State Architect (DSA) prior to start of Work. Department of Public Works 01 73 29-2 Project# P 1021 City of Santa Clarita Cutting and Patching Valencia Heritage Park 2. Coordinate installation or application of products for integrated Work. 3. Uncover completed Work as necessary to install or apply products out of sequence. 4. Cut, remove, and replace defective and non -conforming Work. 5. Cut and patch as necessary to provide openings in the Work for penetration of mechanical and electrical Work. B. Cutting: 1. Execute cutting methods to avoid damage to adjoining Work, and which will provide appropriate surfaces to receive final finishing. 2. Execute cutting and patching of weather -exposed, moisture -resistant elements and surfaces exposed to view by methods to preserve weather, moisture, and visual integrity. 3. Cut rigid materials using diamond grit abrasive saw or similar cutter for smooth edges. Do not overcut corners. a. Core drill holes through concrete and masonry. b. Pneumatic tools will not be allowed without prior approval. C. Patching: 1. Restore substrates and finishes with products to match existing construction and as specified in product Sections of the Specifications for new construction. 2. Finish surfaces flush and textured to match surrounding finishes. 3. Fit work neat and tight allowing for expansion and contraction. 4. Butt new finished to existing exposed structure, pipes, ducts, conduit, and other penetrations through surfaces. D. Finishing: Refinish surfaces to match adjacent and similar finishes as used for the Project. 1. For continuous surfaces, refinish to nearest intersection or natural break. 2. For an assembly, refinish entire unit. E. Penetrations at Fire -Rated Construction: At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with material in accordance with plans END OF SECTION Department of Public Works 01 73 29-3 Project# P 1021 City of Santa Clarita Cutting and Patching Valencia Heritage Park SECTION 01 74 00 CLEANING AND WASTE MANAGEMENT PART1-GENERAL 1.1 SECTION INCLUDES A. Cleaning during construction. B. Cleaning for Substantial Completion review and final acceptance of the Work. 1.2 RELATED SECTIONS A. Section 01 52 00 - Construction Facilities: Cleaning service for site offices of Construction Manager, Construction Manager, Project Inspector and Testing Laboratory, as applicable. B. Section 01 74 19 - Construction Waste Management and Disposal: Collection and disposal of construction waste. C. Additional Requirements: Cleaning for specific products or elements of Work are described in individual product Specification Sections in Divisions 2 through 33. 1.3 SUBMITTALS A. Product List: Submit complete list of all cleaning agents and materials for review and approval by Owner's Representative through Construction Manager. B. Cleaning Procedures: Submit description of cleaning processes, agents, and materials to be used for final cleaning of the Work. Processes and degree of cleanliness shall be as directed by Construction Manager. All cleaning processes, agents and materials shall be subject to Owner's Representative's review and approval. 1.4 CLEANING AND DISPOSAL REQUIREMENTS A. Cleaning and Disposal Requirements, General: Conduct cleaning and disposal operations in compliance with all applicable codes, ordinances, and regulations, including environmental protection laws, rules, and practices. PART2-PRODUCTS 2.1 MATERIALS A. Cleaning Agents and Materials: Use only those cleaning agents and materials which will not create hazards to health or property and which will not damage or degrade surfaces. Use only those cleaning agents, materials and methods recommended by manufacturer of the material to be cleaned. 2. Use cleaning materials only on surfaces recommended by cleaning agent manufacturer. Department of Public Works 01 74 00-1 Project# P 1021 City of Santa Clarita Cleaning and Waste Management Valencia Heritage Park 3. Before use, review cleaning agents and materials with Construction Manager for suitability and compatibility. Use no cleaning agents and materials without review and approval of Owner's Representative through Construction Manager. PART 3 - EXECUTION 3.1 CLEANING DURING CONSTRUCTION A. Garbage Control: Control accumulation of debris, waste materials and rubbish; periodically dispose of debris, waste, and rubbish off -site in a legal manner. Comply with requirements specified in Section 01 74 19 - Construction Waste Management and Disposal. B. Cleaning, General: Clean adjacent sidewalks, driveways, and streets frequently to maintain public thoroughfares free of dust, debris, and other contaminants. C. Parking Area Cleaning: Keep parking areas clear of construction debris, oil, petroleum based products, especially debris hazardous to vehicle tires. D. Thoroughfare Clearing and Cleaning: Keep site accessways, parking areas and building access and exit facilities clear of mud. Remove mud, soil and debris and dispose in a manner which will not be injurious to persons, property, plant materials and site. 2. Comply with runoff control requirements, (SWPPP), stated above and as required by governing authorities having jurisdiction. E. Cleaning Frequency: At a minimum, clean Work areas daily. F. Failure to Clean: Should cleaning by Contractor not be sufficient or acceptable to Construction Manager, especially regarding sidewalks, driveways, streets and other public thoroughfares, Owner's Representative may engage cleaning service to perform cleaning and deduct costs for such cleaning from sums owed to Contractor. 3.2 CLEANING FOR SUBSTANTIAL COMPLETION REVIEW A. Cleaning for Substantial Completion Review, General: Employ experienced workers or professional cleaners and perform thorough cleaning in preparation for Substantial Completion review. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program in new condition. 2. Substantial Review cleaning will not require sanitary cleaning of toilet facilities. 3. Remove waste and surplus materials, rubbish and temporary construction facilities, utilities, and controls. 3.3 INTERIOR CLEANING FOR FINAL COMPLETION A. Interior Cleaning for Final Completion, General: Complete final cleaning before submitting final Application for Payment. Employ professional building cleaners to thoroughly clean building Department of Public Works 01 74 00-2 Project# P 1021 City of Santa Clarita Cleaning and Waste Management Valencia Heritage Park immediately prior to Final Completion inspection by Construction Manager and, if applicable, by authorities having jurisdiction. Use Green Seal -listed cleaning agents, as reviewed and approved by Owner's Representative. 2. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from all visible interior and exterior surfaces. 3. Remove dust from all horizontal surfaces not exposed to view, including light fixtures, ledges, and plumbing fixtures. 4. Clean all horizontal surfaces to a like -new condition, dust -free, including tops of doors, window frames, tops of doors and interiors of cabinets and casework. 5. Perform sanitary cleaning of toilet, lavatory and shower facilities and food service equipment, as applicable. B. Accessories and Fixtures Cleaning: Clean building accessories, including toilet partitions, fire extinguisher cabinets, lockers and toilet accessories, all plumbing fixtures and all lighting fixture lenses and trim. C. Metalwork: Clean and buff all metalwork, to be free of soiling and fingerprints. Mirror finished metalwork shall be buffed to high luster. D. Floor Cleaning: Exposed concrete floors: Thoroughly sweep and wet mop floors in enclosed spaces. At parking areas and ramps, sweep and hose off floor surface. 2. Ceramic tile flooring: Thoroughly sweep and mop tile flooring. Comply with specific requirements in tile and installation materials manufacturers for cleaning materials. Clean grout if necessary. 3. Resilient flooring: Thoroughly sweep all resilient flooring. Damp wash and wax (as appropriate) all resilient flooring. Comply with specific requirements in applicable resilient flooring Sections, and notes of the Drawings. 4. Carpeting: Clean and vacuum all carpeting. Clean as necessary to restore to like -new condition. E. Ventilation System Cleaning: Coordinate with building flush -out specified in Section 01 81 19 - Indoor Air Quality Requirements and commissioning of HVAC system specified in Section 01 91 00 - Commissioning Replace filters and clean ventilation equipment, ducts, blowers, and fans used for temporary heating, cooling, and ventilation. 2. Replace filters at occupied buildings if ventilating system was operated during construction Department of Public Works 01 74 00-3 Project# P 1021 City of Santa Clarita Cleaning and Waste Management Valencia Heritage Park 3.4 SITE CLEANING FOR FINAL COMPLETION A. Site Cleaning for Final Completion: Broom clean exterior paved surfaces. Rake clean other surfaces of the grounds. 1. Wash down and scrub where necessary all paving soiled as a result of construction activities to a like -new condition. Thoroughly remove mortar droppings, paint splatters, stains, and adhered soil. 2. Remove from the site all construction waste, unused materials, excess soil, and other debris resulting from the Work. 3.5 CLEANING INSPECTION A. Cleaning Inspection: Prior to Final Payment or acceptance by Construction Manager for partial occupancy or beneficial use of the premises, Construction Manager and Contractor shall jointly conduct an inspection of interior and exterior surfaces to verify that entire Work is acceptably clean. B. Inadequate Cleaning: Should final cleaning be inadequate, as determined by Construction Manager, and Contractor fails to correct conditions, Owner's Representative may engage cleaning service under separate contract and deduct cost from Final Payment owed to Contractor. END OF SECTION Department of Public Works 01 74 00-4 Project# P 1021 City of Santa Clarita Cleaning and Waste Management Valencia Heritage Park SECTION 01 75 00 STARTING AND ADJUSTING PROCEDURES PART 1-GENERAL 1.1 SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. C. Testing, adjusting, and balancing. 1.2 RELATED SECTIONS A. Section 01 45 00 - Quality Control: Project Inspector; independent testing and inspection agency (Testing Laboratory); manufacturer's field reports. B. Section 01 78 23 - Operation and Maintenance Data: System operation and maintenance data and extra materials. C. Section 01 91 00 - Commissioning: General requirements for comprehensive and systematic process to verify building systems performance need spec. D. Section 01 79 00 - Demonstration and Training: Administrative and procedural requirements for instructing Owner's personnel in use and maintenance of systems, subsystems, and equipment installed under the Contract. 1.3 STARTING SYSTEMS A. Starting of Systems: Coordinate schedule for start-up of various equipment and systems. 2. Notify Construction Manager, Owner's Representative and Testing Laboratory seven days prior to start-up of each item. Also notify Commissioning Agent (CxA) for coordination with commissioning specified in Section 01 91 13 - General Commissioning Requirements. 3. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. 4. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. 5. Verify that wiring and support components for equipment are complete and tested. 6. Execute start-up under supervision of applicable manufacturer's representative and installer's personnel in accordance with manufacturers' instructions. Department of Public Works 01 75 00-1 Project# P 1021 City of Santa Clarita Starting and Adjusting Procedures Valencia Heritage Park 7. When specified in individual specification Sections, require manufacturer to provide Owner's Representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. B. Start -Up Reports: Submit written reports in accordance with Section 01 33 00 - Submittals Procedures that equipment or system has been properly installed and is functioning correctly. 1.4 DEMONSTRATION AND INSTRUCTIONS A. Demonstration and Training: As specified in Section 01 79 00 - Demonstration and Training. 1.5 TESTING, ADJUSTING, AND BALANCING A. Testing, Adjusting and Balancing, General: Refer to Section 01 91 13 — General Commissioning Requirements. B. Testing, Adjusting and Balancing by Contractor: Contractor shall perform start-up and adjusting procedures specified in various Sections of the Specifications. Coordinate with demonstration requirements specified in Section 01 79 00 - Demonstration and Training. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. 3. Verify that wiring and support components for equipment are complete and tested. 4. Adjust operating components to ensure smooth and unhindered operation. 5. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. 6. When specified in individual specification Sections, require manufacturer to provide Owner's Representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. C. Testing, Adjusting and Balancing by Commissioning Agent (CxA): CxA will perform testing and balancing services as specified in Section 01 91 13 — General Commissioning Requirements. Reports will be submitted by CxA to Construction Manager, Owner's Representative, Project Inspector and Contractor, indicating observations and results of tests and indicating compliance or non-compliance with the requirements of the Contract Documents. CxA will make minor adjustments of operating components and controls to achieve performance within design parameters. 3. CxA will submit a written report stating whether equipment or system has been properly installed and is functioning correctly. If not, Contractor shall make adjustments and replacements as necessary to achieve proper installation and function. Department of Public Works City of Santa Clarita 01 75 00-2 Project# P 1021 Starting and Adjusting Procedures Valencia Heritage Park PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. Department of Public Works City of Santa Clarita END OF SECTION 01 75 00-3 Project# P 1021 Starting and Adjusting Procedures Valencia Heritage Park SECTION 01 77 00 CONTRACT CLOSEOUT PROCEDURES PART1-GENERAL 1.1 SECTION INCLUDES A. Contract closeout procedures. 1.2 RELATED SECTIONS A. Section 01 33 00 - Submittals Procedures: General requirements for submittals. B. Section 01 74 00 — Cleaning and Waste Management: Cleaning and debris removal during construction C. Section 01 74 00 - Cleaning and Waste Management: Cleaning as part of Contract closeout. D. Section 01 78 33 — Project Warranties and Bonds: Documents to be submitted as part of Contract closeout. E. Section 01 78 39 - Project Record Documents: Project record drawings and specifications to be submitted as part of Contract closeout; operation and maintenance data to be submitted as part of Contract closeout. 1.3 FINAL COMPLETION ACTIONS A. Final Application for Payment: In the Application for Payment that coincides with the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed substantially complete. B. Warranties, Bonds and Certificates: Submit specific warranties, guarantees, workmanship bonds, maintenance agreements, final certifications, and similar documents. C. Locks and Keys: Change temporary lock cylinders over to permanent keying and transmit keys to Owner's Representative, as directed by Construction Manager, unless otherwise directed or specified. D. Tests and Instructions: Complete start-up testing of systems, and instruction of Owner's Representative's personnel. Remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. E. Sustainable Design Submittals: Prepare and submit information validating compliance with California Building Standards Code (CALGreen) as specified in individual product Sections in Divisions 2 through 33. 1.4 SUBSTANTIAL COMPLETION REVIEW A. Contractor's Notification for Substantial Completion Review: When Contractor determines that the Work is complete in accordance with the Contract Documents, Contractor shall submit to Department of Public Works 01 77 00-1 Project# P 1021 City of Santa Clarita Contract Closeout Procedures Valencia Heritage Park Construction Manager, Owner's Representative, and Project Inspector written certification that the Contract Documents have been reviewed, the Work has been inspected by the Contractor and by Authorities Having Jurisdiction, and the facility is ready for Completion review. B. Preliminary Contract Closeout Review Meeting: As authorized by Construction Manager, Owner's Representative and Owner's Representative's consultants and other responsible design professionals, as appropriate, will attend a meeting at the Project site to review Contract closeout procedures and to review the list of items to be completed and corrected (punch list) to make the Work ready for acceptance by the Construction Manager. This meeting shall be scheduled not earlier than 14 days prior to the date anticipated for the Substantial Completion review. C. Correction (Punch) List: Contractor shall prepare and distribute at the preliminary Contract closeout review meeting, a typewritten, comprehensive list of items to be completed and corrected (punch list) to make the Work ready for acceptance by Construction Manager. The punch list shall include all items to be completed or corrected prior to the Contractor's application for final payment. The punch list shall identify items by location (room number or name) and consecutive number. For example, 307-5 would identify item 5 in Room 307, Roof-4 would identify item 4 on Roof. 3. Contractor shall prepare separate lists according to categories used for Drawings. For example, provide lists for Architectural, Structural, Mechanical, Plumbing, Electrical, Civil, Landscape, and Equipment. Provide a list also for the Fire Protection (sprinkler) system. 4. Architect, Architect's consultants, and other design professionals under separate contracts with Owner, if in attendance, shall conduct a brief walk-through of Project with the Contractor to review scope and adequacy of the punch list. 5. Verbal comments will be made to the Contractor by the Architect, Architect's consultants, and other design professionals under separate contracts with Owner, if in attendance, during the walk-through. These comments will indicate generally the additions and corrections to be made to the punch list. Such comments shall not be considered to be comprehensive; Contractor shall use the comments as guidance in preparing the punch list for the Substantial Completion review. D. Substantial Completion Meeting: On a date mutually agreed by Construction Manager, Architect and Contractor, a meeting shall be conducted at the Project site to determine whether the Work is satisfactory and complete for filing a Notice of Completion (Substantial Completion). Contractor shall provide three working days notice to Architect for requested date of Substantial Completion meeting. Architect and consultants of Architect and Owner, as authorized by Construction Manager, will attend the Substantial Completion meeting. 3. In addition to conducting a walk-through of the facility and reviewing the punch list, the purpose of the meeting shall include submission of warranties, guarantees and bonds to Construction Manager, submission of operation and maintenance data (manuals), provision of specified extra materials to Owner, and submission of other Contract closeout documents and materials as required and if not already submitted. Department of Public Works 01 77 00-2 Project# P 1021 City of Santa Clarita Contract Closeout Procedures Valencia Heritage Park 4. Architect, Architect's consultants, as appropriate, and other design professionals under separate contracts with Owner, if applicable, will conduct a walk-through of the facility with the Contractor and review the punch list. 5. Contractor shall correct the punch list and record additional items as may identified during the walk-through, including notations of corrective actions to be taken. 6. Contractor shall retype the punch list and distribute it within three working days to those attending the meeting. 7. If additional site visits are required by the Architect, Architect's consultants, and other design professionals under separate contracts with Owner, to review completion and correction of the Work, the costs of additional visits shall be reimbursed to Owner by the Contractor by deducting such costs from the Final Payment. E. Uncorrected Work: Refer to requirements specified in Section 01 45 00 - Quality Control regarding Contract adjustments for non -conforming Work. F. Clearing and Cleaning: Prior to the Substantial Completion review, Contractor shall conduct a thorough cleaning and clearing of the Project area, including removal of construction facilities and temporary controls. Refer to Section 01 74 00 - Cleaning and Waste Management. G. Inspection and Testing: Prior to the Substantial Completion review, complete inspection and testing required for the Work, including securing of approvals by authorities having jurisdiction. Complete all inspections, tests, balancing, sterilization and cleaning of plumbing and HVAC systems. Complete inspections and tests of electrical power and signal systems. H. Architect's Certification of Substantial Completion: When Architect determines that list of items to be completed and corrected (Punch List) is sufficiently complete for Owner to occupy Project for the use to which it is intended, Architect will complete and issue to Construction Manager and Contractor a Certificate of Substantial Completion using The American Institute of Architects Form G704 - CERTIFICATE OF SUBSTANTIAL COMPLETION or other form or correspondence as directed by Construction Manager. Notice of Completion: After Owner has determined that the Work is complete, a Notice of Completion resolution will be scheduled for review. 1.5 FINAL COMPLETION SUBMITTALS A. Final Completion Submittals: Prior to Completion review meeting and submission of final Application for Payment, Contractor shall complete and submit the following. Final payment will not be made by Owner until all submittals have been made and determined by Construction Manager and Architect to be acceptable. B. Agency Document Submittals: Submit to Construction Manager all documents required by Authority Having Jurisdiction (AHJ), including serving utilities and other agencies. Submit original versions of all permit cards, with final sign -off by inspectors. Submit all certifications of inspections and tests. Department of Public Works 01 77 00-3 Project# P 1021 City of Santa Clarita Contract Closeout Procedures Valencia Heritage Park C. Final Specifications Submittals: Submit to Construction Manager all documents and products required by Specifications to be submitted, including the following: Project record drawings and specifications. Refer to Section 01 78 39 - Project Record Documents. 2. Operating and maintenance data. Refer to Section 01 78 23 - Operation and Maintenance Data. 3. Guarantees, warranties and bonds. Refer to Section 01 78 33-Product Warranties and Bonds 4. Spare parts and extra stock. 5. Test reports and certificates of compliance. D. Certificates of Compliance and Test Report Submittals: Submit to Owner through Construction Manager certificates and reports as specified and as required by Authority Having Jurisdiction (AHJ), including the following as applicable: Sterilization of water systems. 2. Sanitary sewer system tests. 3. Gas system tests. 4. Lighting, power, and signal system tests. 5. Ventilation equipment and air balance tests. 6. Fire sprinkler system tests. 7. Roofing inspections and tests. E. Lien and Bonding Company Releases: Submit to Owner through Construction Manager, with copy to Architect, evidence of satisfaction of encumbrances on Project by completion and submission of The American Institute of Architects Forms G706 - CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, G706A - CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS, and (if applicable) G707 - CONSENT OF SURETY, or other form as directed by Construction Manager. Comply also with other requirements of Owner, as directed through Construction Manager. Signatures shall be notarized. F. Subcontractor List: Submit two copies to Owner, through Construction Manager, and two copies to Architect of updated Subcontractor and Materials Supplier List. G. Warranty Documents: Prepare and submit to Owner through Construction Manager all warranties and bonds as specified in Section 01 78 33 - Product Warranties and Bonds. H. Sustainable Design Documentation: Complete proper documentation for Submittals according to California Green Building Standards Code (CALGreen). Refer to individual product Sections in Divisions 2 through 33. Department of Public Works 01 77 00-4 Project# P 1021 City of Santa Clarita Contract Closeout Procedures Valencia Heritage Park 1.6 FINAL PAYMENT A. Final Payment: After completion of all items listed for completion and correction, after submission of all documents and products and after final cleaning, submit final Application for Payment, identifying total adjusted Contract Sum, previous payments and sum remaining due. Payment will not be made until the following are accomplished: 1. All Project Record Documents have been transferred and accepted by Owner, through Construction Manager. 2. All extra materials and maintenance stock have been transferred and received by Owner, as verified by Construction Manager. 3. All warranty documents and operation and maintenance data have been received and accepted by Owner, as verified by Construction Manager. 4. All liens have been released or bonded by Contractor, as accepted by Owner through Construction Manager. 5. Contractor's surety has consented to Final Payment. 1.7 POST -CONSTRUCTION INSPECTION A. Post -Construction Inspection: In accepting final payment, Contractor shall agree to perform a post - construction inspection with representatives of Owner and, if authorized by Owner, the responsible design professionals, to review performance of the completed Work and to determine what, if any, corrections shall be performed by Contractor in compliance with the Contractor's Warranty, as described in the General Provisions of the Contract. B. Scheduled Date and Time of Post -Construction Inspection: No later than 300 days after the date of Substantial Completion, after occupancy and use of the facility by Owner, at days and times as directed by Owner. C. Inspection Activities: 1. Contractor shall inspect, test and adjust the Work, noting defects and corrective actions to be taken. 2. Contractor shall instruct Owner's operating personnel in operational requirements needed to maintain correct appearance and function of the facility. Refer to Section 01 79 00 - Demonstration and Training. D. Post -Construction Inspection Report: Contractor shall prepare and submit to Owner through Construction Manager a typewritten report, comparable to the Correction (Punch) List prepared for Completion Review. Post -Construction Inspection Report shall identify deficiencies and corrective actions taken. 2. Post -Construction Inspection Report shall note when corrective actions are unable to restore defects in the Work to compliance with the requirements of the Drawings, Specifications, and manufacturer's criteria. Department of Public Works 01 77 00-5 Project# P 1021 City of Santa Clarita Contract Closeout Procedures Valencia Heritage Park E. Correction of Defects: Corrections shall be governed by provisions of the General Provisions of the Contract and requirements specified in Section 01 78 33 - Product Warranties and Bonds. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 77 00-6 Project# P1021 City of Santa Clarita Contract Closeout Procedures Valencia Heritage Park SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART1-GENERAL 1.1 SECTION INCLUDES A. Format and content of operation and maintenance manuals. 1. Data requirements for materials and finishes. 2. Data requirements for equipment and operating systems. B. Submission of operation and maintenance manuals. 1.2 RELATED SECTIONS A. Section 01 31 00 - Project Management and Coordination: Coordination documents and models prepared for performance of the Work, to be incorporated into operation and maintenance data submitted to Construction Manager at Contract closeout. B. Section 01 45 00 - Quality Control: Manufacturer's instructions; test and balance reports. C. Section 01 60 00 - Product Requirements: Systems demonstration. D. Section 01 77 00 - Contract Closeout Procedures: Contract closeout procedures. E. Section 01 78 39 - Project Record Documents: Submission of Project record documents. F. Section 01 78 33 — Product Warranties and Bonds: Requirements for warranties and bonds G. Section 01 91 13 — General Commissioning Requirements: Reports and other data from commissioning. H. Section 01 79 00 - Demonstration and Training: Administrative and procedural requirements for instructing Owner's personnel in operation and maintenance of systems, subsystems, and equipment installed under the Contract. I. Product Specifications Sections in Divisions 2 through 33: Specific requirements for operation and maintenance data. 1.3 QUALITY ASSURANCE A. Documentation: Preparation of operation and maintenance data shall be done by persons: 1. Trained and experienced in maintenance and operation of the described products. 2. Familiar with requirements of this Section. 3. Skilled in technical writing to the extent required to communicate essential data. Department of Public Works 01 78 23-1 Project# P 1021 City of Santa Clarita Operation and Maintenance Data Valencia Heritage Park 4. Skilled as drafters competent to prepare required drawings. 1.4 FORMAT AND CONTENT OF OPERATION AND MAINTENANCE MANUALS A. Format for Operation and Maintenance Data Manuals: Prepare data in the form of an instructional manual. Comply with the general requirements specified below and comply with specific requirements for types of products in Articles following. See Article titled "SUBMISSION OF OPERATION AND MAINTENANCE MANUALS" for number of copies of manuals. B. Operation and Maintenance Data Organization: Organize operation and maintenance data in 3-ring binders and organize the contents of each binder following the organization of the Contract Specifications. Organize the group of binders and the contents of individual binders in sequence according to the Section numbers and titles as listed in the Table of Contents of the Project Manual. Number the binders consecutively; coordinate with Paragraph below titled "Tables of Contents." Organize each binder with color -coded tabbed dividers for each distinct product and system, with typed inserts in tabs identifying the product or system. 3. Organize the contents of each tabbed division according to the Article headings in PART 2 - PRODUCTS in each product Specification Section. a. Within each tabbed division, organize the information according to major component parts of equipment and systems, as applicable, and to facilitate locating information. b. Separate operation and maintenance data for each product under separate tabbed divisions, where feasible. c. Within each tabbed division, include a cover sheet identifying the specific products and component parts included in the tabbed division. 4. If the products of more than one Specification Section are included in the binder, provide separate, heavy cover stock dividers to separate information for each Section. C. Binders: 8-1/2 x 11 inch, standard three-ring binders with heavy duty vinyl covers with hard cardboard backing, black color, with provision on binder spine for inserting identification card; Maximum binder ring size shall be 3-inches. Use multiple binders as necessary to avoid overfilling. When multiple binders are used, correlate data into related consistent groupings. D. Cover: Identify each binder with typed or printed card inserted on binder spine, stating OPERATION AND MAINTENANCE DATA, the Project name and the general subject matter of the contents of the binder. E. Title Page: In each volume (binder) of operation and maintenance data, include a title page with the following: Name of the Project. Names, addresses and telephone numbers of the responsible design professionals (Architect and consultant of Architect or Owner, as applicable). 3. Name, address, and telephone numbers of Contractor, including names of contact persons. Department of Public Works 01 78 23-2 Project# P 1021 City of Santa Clarita Operation and Maintenance Data Valencia Heritage Park F. Table of Contents: In each volume (binder) of operation and maintenance data, include a listing of the contents of the volume. In a separate, first binder, provide a master Table of Contents of operation and maintenance data, identifying the product and systems, the applicable Specification Section number and title, and the operation and maintenance data binder number. G. Schedule of Products and Systems: In the first volume of the set of operation and maintenance data, include a schedule of products and systems, indexed to the Table of Contents of the volumes (binders), and cross-referenced to the Contract Drawings and Specifications. H. Operation and Maintenance Data: In each tabbed division of operation and maintenance data for each product or system, provide the following: On a cover page for each tabbed division, provide the following: Identify by name, address and telephone number, the manufacturer, supplier, and installer. Include names of contact persons, if known. Identify by name, address and telephone number, local sources of supplies, replacement parts and factory -authorized service. Within each tabbed division, include complete operation and maintenance data as published by the product manufacturer where feasible. Otherwise, present all data neatly typewritten on 20 pound, correspondence quality bond paper. Strike -through information on printed literature where not applicable. 3. Supplement the manufacturer's printed data with neatly typewritten text and professionally drafted diagrams as necessary to suit the particular installation for the Project and to fully explain operation and maintenance procedures. Provide logical sequence of instructions for each procedure. Drawings: Supplement operation and maintenance data to illustrate configurations and relationships of component parts of equipment and systems, and to show control and flow diagrams, as applicable. Do not use Project Record Documents as maintenance drawings. Neatly fold drawings to size of text pages and provide reinforced, punched binding edge. Add binding strip as necessary to avoid punching through drawing content. Additional Data: As specified in individual product Specification Sections. K. Warranty and Guaranty: Include copy of each warranty, guaranty, bond, and service contract issued. Provide information sheet identifying: Proper procedures in event of failure. Instances that might affect validity of warranties or bonds. Material Safety Data Sheet (MSDS): For products requiring MSDS, according to CCR Title 8, include copy of each applicable Material Safety Data Sheet (MSDS) for products delivered to the site and incorporated into the completed construction. Department of Public Works 01 78 23-3 Project# P 1021 City of Santa Clarita Operation and Maintenance Data Valencia Heritage Park 1.5 DATA REQUIREMENTS FOR MATERIALS AND FINISHES A. Data for Building Products, Applied Materials and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re -ordering custom manufactured Products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Data for Moisture Protection and Weather -Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional Requirements: As specified in individual product Specification Sections. 1.6 DATA REQUIREMENTS FOR EQUIPMENT AND OPERATING SYSTEMS A. Data for Equipment and Operating Systems: Include description of each unit or system, and component parts. 1. Include manufacturer's printed operation and maintenance instructions. 2. Identify function, normal operating characteristics and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Include sequence of operation by controls manufacturer, as applicable. 5. Provide diagrams by controls manufacturer for control systems, as applicable and as installed. B. Piping Data: Provide Contractor's coordination drawings, with piping diagrams as installed. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Color code diagrams as necessary for clarity. C. Reports: Include test and balancing reports, as applicable and as specified in individual product Specification Sections. D. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications. E. Wiring Diagrams: Include diagrams of wiring as installed, with color coding as necessary for clarity. F. Operating Procedures: Include: 1. Start-up, break-in, and routine normal operating instructions and sequences. 2. Regulation, control, stopping, shut -down, and emergency instructions. 3. Summer and winter operating instructions. Department of Public Works 01 78 23-4 Project# P 1021 City of Santa Clarita Operation and Maintenance Data Valencia Heritage Park 4. Special operating instructions. G. Maintenance Requirements: Include: 1. Routine maintenance procedures and guide for trouble -shooting. 2. Disassembly, repair, and reassembly instructions. 3. Alignment, adjusting, balancing, and checking instructions. H. Servicing and Lubrication: Provide servicing and lubrication schedule, and list of lubricants required. I. Parts Data: Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams as necessary for service and maintenance. 1. Include complete nomenclature and catalog numbers for consumable and replacement parts. 2. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in stock by Owner's Representative. J. Software: All programming codes, access codes and other data necessary for operation, maintenance, future functioning, and modifications of microprocessor -controlled products, independent of Original Equipment Manufacturer (OEM). K. Additional Requirements: As specified in individual product Specification Sections. 1.7 DATA REQUIREMENTS FOR ELECTRIC AND ELECTRONIC SYSTEMS A. Date Requirements for Electrical and Electronic Systems: Description of each system and component parts, including: 1. Function, normal operating characteristics and limiting conditions. 2. Performance curves, engineering data and tests. 3. Complete nomenclature and commercial number of replaceable parts. B. Circuit Directories of Panel Boards: Include: 1. Electrical service. 2. Controls. 3. Communications. C. Wiring Diagrams: As -installed, color -coded wiring diagrams. D. Operating procedures: 1. Routine and normal operating instructions. Department of Public Works 01 78 23-5 Project# P 1021 City of Santa Clarita Operation and Maintenance Data Valencia Heritage Park 2. Sequences required. 3. Special operating instructions. E. Maintenance procedures: 1. Routine operations. 2. Guide to "trouble -shooting." 3. Disassembly, repair, and reassembly. 4. Adjustment and checking. F. Manufacturer's printed operating and maintenance instructions. G. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. H. Prepare and include additional data when the need for such data becomes apparent during instruction of Owner's personnel. Refer to Section 01 79 00 - Demonstration and Training. I. Additional requirements for operating and maintenance data: Respective sections of specifications. 1.8 INSTRUCTION OF OWNER'S PERSONNEL A. Instruction of Owner's Personnel: As specified in Section 01 79 00 - Demonstration and Training. B. Basis for Instruction: Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. C. Instructional Material: Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1.9 SUBMISSION OF OPERATION AND MAINTENANCE MANUALS A. Submittal: Submit three hard copies and one (1) PDF scan of entire document to Owner through Construction Manager prior to submission of final Application for Payment. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 78 23-6 Project# P 1021 City of Santa Clarita Operation and Maintenance Data Valencia Heritage Park SECTION 01 78 33 PRODUCT WARRANTIES AND BONDS PART 1 -GENERAL 1.1 SECTION INCLUDES A. General administrative and procedural requirements for preparation and submission of warranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special Project warranties. Refer to the General Provisions and General Conditions of the Contract for terms of Contractor's special warranty of workmanship and materials. 2. Certifications and other commitments and agreements for continuing services to Owner's Representative are specified elsewhere in the Contract Documents. 1.2 RELATED DOCUMENTS AND SECTIONS A. Section 01 33 00 - Submittals Procedures: General administrative requirements for submittals, applicable to warranties and bonds. B. Section 01 77 00 - Contract Closeout Procedures: General requirements for closeout of the Contract. C. Section 01 78 33 - Operation and Maintenance Data: Operating and maintenance data binders, to include copies of warranties and bonds. D. Product Specifications Sections in Divisions 2 through 33: Special Project warranty requirements for specific products or elements of the Work; commitments and agreements for continuing services to Owner's Representative. 1.3 DEFINITIONS A. Warranty: Assurance to Owner's Representative by Contractor, installer, supplier, manufacturer, or other party responsible as warrantor, for the quantity, quality, performance and other representations of a product, system service of the Work, in whole or in part, for the duration of the specified period of time. B. Guaranty: Assurance to Owner's Representative by Contractor or product manufacturer or other specified party, as guarantor, that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor. C. Standard Product Warranty: Preprinted, written warranty published by product manufacturer for particular products and specifically endorsed by manufacturer to Owner's Representative. D. Special Project Warranty: Written warranty required by or incorporated into Contract Documents, to extend time limits provided by standard warranty or to provide greater rights for Owner's Representative. Department of Public Works 01 78 33-1 Project# P1021 City of Santa Clarita Product Warranties and Bonds Valencia Heritage Park E. Guaranty Period: As defined in the General Provisions of the Contract guaranty period shall be synonymous with "warranty period", "correction period" and similar terms used in the Contract Specifications. 1.4 WARRANTIES AND GUARANTIES A. Warranties and Guaranties, General: Provide all warranties and guaranties with Owner's Representative named as beneficiary. For equipment and products, or components thereof, bearing a manufacturer's warranty or guaranty that extends for a period of time beyond the Contractor's warranty and guaranty, so state in the warranty or guaranty. B. Provisions for Special Warranties: Refer to General Provisions of the Contract for terms of the Contractor's special warranty of workmanship and materials. C. General Warranty and Guaranty Requirements: Warranty shall be an agreement to repair or replace, without cost and undue hardship to Owner's Representative, Work performed under the Contract which is found to be defective during the guaranty period (warranty or guaranty) period. Repairs and replacements due to improper maintenance or operation, or due to normal wear, usage and weathering are excluded from warranty requirements unless otherwise specified. D. Specific Warranty and Guaranty Requirements: Specific requirements are included in product Specifications Sections of Divisions 2 through 33, including content and limitations. E. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties and guaranties shall not relieve Contractor of responsibility for warranty and guaranty requirements for the Work that incorporates such products, nor shall they relieve suppliers, manufacturers, and installers required to countersign special warranties with Contractor. F. Related Damages and Losses: When correcting warranted Work that has been found defective, remove, and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work. G. Reinstatement of Warranty: When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. H. Replacement Cost: Upon determination that Work covered by a warranty has been found to be defective, replace or reconstruct the Work to a condition acceptable to Construction Manager, complying with applicable requirements of the Contract Documents. Contractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether Owner's Representative has benefitted from use of the Work through a portion of its anticipated useful service life. Owner's Representative's Recourse: Written warranties made to Owner's Representative shall be in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under law, nor shall warranty periods be interpreted as limitations on time in which Owner's Representative can enforce such other duties, obligations, rights, or remedies. Department of Public Works 01 78 33-2 City of Santa Clarita Project# P 1021 Product Warranties and Bonds Valencia Heritage Park Rejection of Warranties: Owner's Representative reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. Warranty as Condition of Acceptance: Owner's Representative reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment shall be required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so. 1.5 PREPARATION OF WARRANTY AND BOND SUBMITTALS A. Project Warranty and Guaranty Forms: Forms for special Project warranties and guaranties are included at the end of this Section. Prepare written documents utilizing the appropriate form, ready for execution by the Contractor, or the Contractor and subcontractor, supplier, or manufacturer. Submit a draft to Construction Manager for approval prior to final execution. Refer to product Specifications Sections of Divisions 2 through 33 for specific content requirements, and particular requirements for submittal of special warranties. Prepare standard warranties and guaranties, excepting manufacturers' standard printed warranties and guaranties, on Contractor's, subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to Owner's Representative as directed by Construction Manager. 3. Warranty and guaranty letters shall be signed by all responsible parties and by Contractor in every case, with modifications only as approved in advance by Construction Manager to suit the conditions pertaining to the warranty or guaranty. B. Manufacturer's Guaranty Form: Manufacturer's guaranty form may be used instead of special Project form included at the end of this Section. Manufacturer's guaranty form shall contain appropriate terms and identification, ready for execution by the required parties. If proposed terms and conditions restrict guaranty coverage or require actions by Owner's Representative beyond those specified, submit draft of guaranty to Construction Manager for review and acceptance before performance of the Work. In other cases, submit draft of guaranty to Construction Manager for approval prior to final execution of guaranty. C. Signatures: Signatures shall be by person authorized to sign warranties, guaranties, and bonds on behalf of entity providing such warranty, guaranty, or bond. D. Co -Signature: All installer's warranties and bonds shall be co -signed by Contractor. Manufacturer's guaranties will not require co -signature. 1.6 FORM OF WARRANTY AND BOND SUBMITTALS A. Form of Warranty and Bond Submittals: Prior to final Application and Certificate for Payment, collect and assemble all written warranties and guaranties into binders and deliver binders to Owner's Representative, as directed by Construction Manager, for final review and acceptance. Department of Public Works 01 78 33-3 City of Santa Clarita Project# P 1021 Product Warranties and Bonds Valencia Heritage Park Prior to submission, verify that documents are in proper form and contain all required information and are properly signed by Contractor, subcontractor, supplier, and manufacturer, as applicable. Organize warranty and guaranty documents into an orderly sequence based on the Table of Contents of the Project Manual. 3. Include Table of Contents for binder, neatly typed, following order and Section numbers and titles as used in the Project Manual. 4. Bind warranties, guaranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, with clear front and spine to receive inserts, and sized to receive 8-1/2 inch by 11-inch paper. 5. Provide heavy paper dividers with celluloid or plastic covered tabs for each separate warranty. Mark tabs to identify products or installation, and Section number and title. 6. Include on separate typed sheet, if information is not contained in warranty or guaranty form, a description of the product or installation, and the name, address, telephone number and responsible person for applicable installer, supplier and manufacturer. 7. Identify each binder on front and spine with typed or printed inserts with title "WARRANTIES AND BONDS", the Project title or name, and the name of the Contractor. If more than one volume of warranties, guaranties and bonds is produced, identify volume number on binder. 8. When operating and maintenance data manuals are required for warranted construction, include additional copies of each required warranty and guaranty in each required manual. Coordinate with requirements specified in Section 01 78 23 - Operation and Maintenance Data. 1.7 TIME OF WARRANTY AND BOND SUBMITTALS A. Submission of Preliminary Copies: Unless otherwise specified, obtain preliminary copies of warranties, guaranties, and bonds within ten days of completion of applicable item or Work. Prepare and submit preliminary copies for review as specified herein. B. Submission of Final Copies: Submit fully executed copies of warranties, guaranties and bonds within ten days of date identified in Notice of Completion but no later than three days prior to date of final Application for Payment. C. Date of Warranties and Bonds: Unless otherwise directed or specified, commencement date of warranty, guaranty and bond periods shall be the date established in the Notice of Completion. Warranties for Work accepted in advance of date stated in Notice of Completion: When a designated system, equipment, component parts or other portion of the Work is completed and occupied or put to beneficial use by Construction Manager, by separate agreement with Contractor, prior to completion date established in the Notice of Completion, submit properly executed warranties to Owner's Representative, as directed by Construction Manager, within ten days of completion of that designated portion of the Work. List date of commencement of warranty, guaranty or bond period as the date established in the Notice of Completion. Department of Public Works 01 78 33-4 City of Santa Clarita Project# P 1021 Product Warranties and Bonds Valencia Heritage Park Warranties for Work not accepted as of date established in the Notice of Completion: Submit documents within ten days after acceptance, listing date of acceptance as beginning of warranty, guaranty, or bond period. D. Duration of Warranties and Guaranties: Unless otherwise specified or prescribed by law, warranty and guaranty periods shall be not less than the guaranty period required by the General Provisions of the Contract but in no case less than one year from the date established for completion of the Project in the Notice of Completion. See product Specifications Sections in Divisions 2 through 33 of the Project Manual for extended warranty and guaranty beyond the minimum one-year duration. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 78 33-5 City of Santa Clarita Project# P 1021 Product Warranties and Bonds Valencia Heritage Park SECTION 01 78 36 WARRANTIES 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and other Division 1 through 50 apply to this Section. 1.2 SUMMARY A. This Section including administrative and procedural requirements for warranties required by the Contract Documents, including manufacturers standard warranties on products and special warranties. 1. Refer to Article 53, Warranty and Guarantee of the General Conditions for terms of the Contractor's period for correction of the Work. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 01 70 00: "Execution and Closeout Requirements" specifies contract closeout procedures. 2. Divisions 2 through 50 Sections for specific requirements for warranties on products and installations specified to be warranted. 3. Certifications and other commitments and agreements for continuing services to City are specified elsewhere in the Contract Documents. C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the Work that incorporates the products. Manufacturer's disclaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.3 DEFINITIONS A. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the City. B. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the City. 1.4 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction. B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty. Department of Public Works 01 78 36-1 Project# P 1021 City of Santa Clarita Warranties Valencia Heritage Park C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for cost of replacing or rebuilding defective Work regardless of whether the City has benefited from use of the Work through a portion of its anticipated useful service life. D. City's Recourse: Expressed warranties made to the City are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the City can enforce such other duties, obligations, rights, or remedies. Rejection of Warranties: The City reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents. E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the City reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.5 SUBMITTALS A. Submit written warranties to the City prior to the date for Final completion. B. When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier, or manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the City, for approval prior to final acceptance. 1. Refer to Divisions 2 through 50 Sections for specific content requirements and particular requirements for submitting special warranties. C. Form of Submittal: At Final Completion compile 2 copies of each required warranty properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. D. Bind warranties and bonds in heavy-duty, commercial -quality, durable 3-ring, vinyl -covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1/2-by-11 inch (115-by-280-mm) paper. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the Installer. 2. Identify each binder on the front and spine with the typed or printed title "WARRANTIES" Project title or name, and name of the Contractor. When warranted additional copies manual. construction requires operation and maintenance manuals, provide of each required warranty, as necessary, for inclusion in each required END OF SECTION Department of Public Works 01 78 36-2 Project# P 1021 City of Santa Clarita Warranties Heritage Valencia Park SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART1-GENERAL 1.1 SECTION INCLUDES A. Requirements for Project record documents to be submitted for Contract closeout. 1.2 RELATED SECTIONS A. Section 01 33 00 - Submittals Procedures: General requirements for submission for shop drawings, product data, samples, and quality control reports. 1.3 PROJECT RECORD DOCUMENTS A. Project Record Documents, General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire -resistive location; provide access to record documents for the reference by Construction Manager and Owner's Representative during normal working hours. B. Record Drawings: Record information continuously as Work progresses. Do not conceal Work permanently until all required information is recorded. Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately. 2. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 3. Legibly and to scale, mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the work. 4. Mark new information that is important to the Owner's Representative's operation and maintenance of the Work but was not shown on Contract Drawings or Shop Drawings. Record actual construction, including: a. Measured depths of foundations and footings encountered, measured in relation to finish First Floor datum. b. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent ground improvements. c. Field changes of dimension and detail. d. Details not on original Contract Drawings. Application of copies of details produced and provided by Owner's Representative during construction will be accepted. e. Permanent Room names and Room numbers. 5. Note related Change Order numbers where applicable. Department of Public Works 01 78 39-1 Project# P 1021 City of Santa Clarita Project Record Documents Heritage Valencia Park 6. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on the cover of each set. 7. Store Record Documents separate from documents used for construction. C. Record Specifications: Record changes made by Addenda and Change Orders. In PART 2 - PRODUCTS in each Section, legibly mark and record in red ink actual Products installed or used, including: 1. Manufacturer's name and product model or catalog number. 2. Product substitutions or alternates utilized. D. Submission: 1. Project Record Documents shall be kept current and will be reviewed for completeness by Construction Manager as condition for certification of each Progress Payment Application. 2. Submit marked record documents to Construction Manager prior to final Application for Payment, for approval. Submit 2 sets of documents xerographically reproduced on white bond paper. 3. Submit `As -Built Certification' on a monthly basis by inspector Must accompany progress payment form provided in specifications. PART2-PRODUCTS Not Applicable to this Section. PART 3 - EXECUTION Not Applicable to this Section. END OF SECTION Department of Public Works 01 78 39-2 Project# P 1021 City of Santa Clarita Project Record Documents Valencia Heritage Park SECTION 01 79 00 DEMONSTRATION AND TRAINING PART 1-GENERAL 1.1 SECTION INCLUDES A. Administrative and procedural requirements for instructing Owner's personnel, including the following: Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment installed under the Contract. 3. Demonstration and training visual presentation media and notes. 1.2 RELATED SECTIONS A. Section 01 31 00 - Project Management and Coordination: Requirements for pre instruction conferences. B. Section 01 75 00 - Starting and Adjusting Procedures: Coordination of start-up and adjusting of systems, subsystems and equipment with demonstration and training of Owner's personnel. C. Section 01 78 23 - Operation and Maintenance Data: Operating and maintenance instructions to be used during training and demonstration. D. Divisions 2 through 33 Sections for specific requirements for demonstration and training for Work specified in those Sections. 1.3 SUBMITTALS A. Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module. Receipt, review, and acceptance of instruction program by Owner, through Construction Manager (CM), shall be condition precedent to approval of Contractor's application for payment in excess of 50 percent of the Contract Sum. 2. Submission of instruction program shall be scheduled to allow sufficient time for receipt, review, and acceptance of instruction program by Owner, through Construction Manager (CM), and shall be not less than 3 weeks prior to proposed date of first training session. 3. At completion of training, submit two complete training manual(s) to Owner, through Construction Manager, for Owner's use. B. Qualification Data: For persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names, and addresses of architects and owners, and other information specified. Department of Public Works 01 79 00-1 Project# P 1021 City of Santa Clarita Demonstration and Training Valencia Heritage Park C. Attendance Record: For each training module, submit list of participants and length of instruction time. D. Evaluations: For each participant and for each training module, submit results and documentation of performance -based test. E. Demonstration and Training Video Presentations: Submit two DVD copies within seven days of end of each training module. Identification: On each copy, provide an applied label with the following information: a. Name of Project. b. Name and address of videographer. c. Name of Owner's Representative. d. Name of Contractor. e. Date video was recorded. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction. 2. Transcript: Prepared on 8-1/2-by-1 1 -inch (215-by-280-mm) paper, punched and bound in heavy-duty, 3-ring, vinyl -covered binders. Mark appropriate identification on front and spine of each binder. Include a cover sheet with same label information as the corresponding videotape. Include name of Project and date of videotape on each page. 1.4 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. B. Instructor Qualifications: Factory -authorized service representative and other qualified instructors, complying with requirements in Section 01 45 00 - Quality Control, experienced in operation and maintenance procedures and training. C. Photographer/Videographer Qualifications: A professional photographer who is experienced photographing construction projects. D. Pre instruction Conference: Conduct conference at Project site to comply with requirements in Section 01 31 00 - Project Management and Coordination. Review methods and procedures related to demonstration and training including, but not limited to, the following: Inspect and discuss locations and other facilities required for instruction. 2. Review and finalize instruction schedule and verify availability of educational materials, instructors' personnel, audiovisual equipment, and facilities needed to avoid delays. 3. Review required content of instruction. 4. For instruction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable. Department of Public Works 01 79 00-2 Project# P 1021 City of Santa Clarita Demonstration and Training Valencia Heritage Park 1.5 COORDINATION A. Coordination of Instruction Schedule: Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. Coordinate with Owner through Construction Manager (CM). B. Coordination of Instructors: Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. Allow for 30 days notice to Owner through Construction Manager (CM). C. Coordination with Operation and Maintenance Data: Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Owner's Representative. Do not submit instruction program until operation and maintenance data have been reviewed by Owner's Representative or other responsible design professional and accepted by Owner through Construction Manager (CM). Coordinate review of operation and maintenance data to make operation and maintenance data available at least 30 days prior to date scheduled for initial training session. PART2-PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows: Fog System B. Schedule of Training Sessions: Arrange to have training conducted on consecutive days, with no more than 6 hours of training scheduled for any one day. Concurrent classes will not be acceptable. C. Training Modules, General: Develop a learning objective and teaching outline for each module. Develop an instruction program that includes individual training sessions for each system and operating products not part of a system, as required by Division 2 through 16 Specification Sections. Include a description of specific skills and knowledge that participant is expected to master. D. Training Module Content: Training modules shall progress logically. Each training module shall be comprised of time spent both in the classroom and at specific location of subject equipment or system. As a minimum, cover the following subjects for each item of equipment and system: Familiarization: a. Review catalog, parts lists, drawings, etc., which have been previously provided for the plant files and operation and maintenance manuals. b. Check out the installation of the specific equipment items. c. Demonstrate the unit and indicate how all parts of the specifications are met. d. Answer questions. Department of Public Works 01 79 00-3 City of Santa Clarita Project# P 1021 Demonstration and Training Valencia Heritage Park 2. Safety: a. Using material previously provided, review safety references. b. Discuss proper precautions around equipment. 3. Operation: a. Using material previously provided, review reference literature. b. Explain all modes of operation (including emergency). c. Check out Owner's personnel on proper use of equipment and controls. 4. Preventive Maintenance: a. Using material previously provided, review preventive maintenance (PM) lists including: 1) Reference material. 2) Daily, weekly, monthly, quarterly, semiannual, and annual jobs. b. Demonstrate how to perform Preventative Maintenance tasks. c. Demonstrate to Owner's personnel what to look for as indicators of equipment problems. 5. Corrective Maintenance: a. List possible problems. b. Discuss repairs --point out special problems. c. Open up equipment and demonstrate procedures, where practical. 6. Parts: a. Show how to use previously provided parts list and order parts. b. Check over spare parts on hand. Make recommendations regarding additional parts that should be available. 7. Local Representatives: a. Where to order parts: Name, address, telephone. b. Service problems: 1) Who to call. 2) How to get emergency help. 8. Operation and Maintenance Manuals: a. Review any other material submitted. b. Update material, as required. E. Classroom Training for Operations Personnel: 1. Using projected drawings and photographs, describe and discuss equipment locations in plant and present operational overview of systems. Thoroughly discuss operating and maintenance manuals. 2. Describe purpose and plant function of equipment and systems. Department of Public Works 01 79 00-4 Project# P 1021 City of Santa Clarita Demonstration and Training Valencia Heritage Park 3. Describe operating theory of equipment. 4. Describe start-up, shutdown, normal operation and emergency operating procedures, including discussion of system integration and electrical interlocks, if any. 5. Identify and discuss safety items and procedures. 6. Describe routine preventative maintenance, including specific details on lubrication and maintenance of corrosion protection of the equipment and ancillary components. 7. Describe operator detection, without test instruments, of specific equipment trouble symptoms. 8. Describe required equipment performance test procedures and intervals. 9. Describe routine disassembly and assembly of equipment if applicable (as determined by Owner on case -by -case basis) for purposes such as operator inspection of equipment. F. Classroom Training for Maintenance and Repair Personnel: 1. Theory of operation. 2. Description and function of equipment. 3. Start-up and shutdown procedures. 4. Normal and major repair procedures. 5. Equipment inspection and troubleshooting procedures including the use of applicable test instruments and the "pass" and "no pass" test instrument readings. 6. Routine and long-term calibration procedures. 7. Safety procedures. 8. Preventative maintenance such as lubrication; normal maintenance such as belt, seal, and bearing replacement; and up to major repairs such as replacement of major equipment part(s) with the use of special tools, bridge cranes, welding jigs, etc. G. Field Training for Operations Personnel: 1. Identify locations of equipment components and controls. 2. Review of component functions and theory of operation. 3. Identifying piping and flow options. 4. Identifying valves and explain their functions at various settings. 5. Identifying instrumentation: Department of Public Works 01 79 00-5 Project# P 1021 City of Santa Clarita Demonstration and Training Valencia Heritage Park a. Location of primary element. b. Location of instrument readout. c. Discuss purpose, basic operation, and information interpretation. 6. Discuss, demonstrate, and perform standard operating procedures and round checks, including system start-up and shutdown procedures. 7. Review and perform safety procedures. 8. Perform the required equipment exercise procedures. 9. Discuss and perform preventative maintenance activities. 10. Identify and review safety items and perform safety procedures, if feasible. H. Field Training for Maintenance and Repair Personnel: In addition to field training specified above for operations personnel, include the following: Describe normal repair procedures. 2. Perform routine disassembly and assembly of equipment, if applicable, for inspections and tests. 3. Perform routine maintenance and repair tasks, including mechanical and electrical operations for troubleshooting, adjustments, and calibration. Presentation Media: Presentations shall utilize computer -generated, projected graphics utilizing Microsoft PowerPoint software, including animation as appropriate to enhanced presentation and viewer interest. Graphics shall include text and still and moving images. PowerPoint presentation shall be suitable for incorporation into video record of instruction. 2. Each session shall include mock-ups, samples, and other visual aids as appropriate. 3. Each session shall include printed handouts and notes for each participant. 4. Produce sufficient printed materials to provide minimum of 5 unused copies for Owner's use in subsequent training programs. J. Video Record: Each training session shall be recorded and reproduced on digital video disc (DVD). Video media shall be labeled with legible, permanent computer -printed labels. PART 3 - EXECUTION 3.1 PREPARATION A. Preparation: 1. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. 2. Set up instructional equipment at instruction location. Department of Public Works 01 79 00-6 Project# P 1021 City of Santa Clarita Demonstration and Training Valencia Heritage Park 3.2 INSTRUCTION A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner's Representatives (through Construction Manager) for number of participants, instruction times, and location. B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Contractor will furnish a qualified instructor to describe basis of system design, operational requirements, criteria, and regulatory requirements. 2. Owner' will furnish through Construction Manager (CM) to Contractor names and positions of participants. C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. Schedule training with Owner through Construction Manager (CM), with at least ten working days advance notice. D. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a written performance -based test. E. Cleanup: Collect used and leftover educational materials and deliver to Owner through Construction Manager (CM). Remove instructional equipment. Restore systems and equipment to condition existing before initial training use. END OF SECTION Department of Public Works 01 79 00-7 Project# P 1021 City of Santa Clarita Demonstration and Training Valencia Heritage Park SECTION 02 00 00 EXISTING CONDITIONS PART 1 — GENERAL 1.1 SECTION INCLUDES A. Description B. Protection of Existing Structures and Utilities 1.2 RELATED REQUIREMENTS A. Article 5, Existence of Utilities at the Work Site, of the General Conditions B. Section 7-9 Protection and Restoration of Existing Improvements of the Standard Specifications C. Section 01 50 00 - Temporary Facilities and Controls 1.3 INCLUDED A. Description 1. Work included: Administrative requirements for cut over of utilities to adjacent facilities. B. Protection of Existing Structures and Utilities 1. The Drawings show existing above and below grade structures, drainage lines, storm drains, sewers, water, gas, electrical, hot water, and other utilities which are known to the City. 2. Locate all existing installations before proceeding with construction operations which may cause damage to such installations. Existing installations which are to remain in place and in service shall be kept in service and damage to them shall be repaired with no adjustment of Contract Sum. 3. If any other structure or utilities are encountered, request Engineer to provide direction on how to proceed with the Work. 4. If any structure or utility is damaged, take appropriate action to ensure the safety of persons and property. 5. Locate drainage, sewer lines, water, gas, and other utility service lines or piping in the way of new work. Properly cap or plug, and make tight at the property line, such services which are not to be removed. 6. Public Utilities: a. Send notices, make all necessary arrangements, and perform all other services required in care and maintenance of all public utilities. Assume all responsibility concerning same for which the City may be liable. Provide enclosing or boxing -in for protection of any public utilities equipment. Upon completion of Work, remove all enclosures, fill in all openings in concrete, grout same watertight, and leave in finished condition. Department of Public Works 02 00 00-1 Project# P1021 City of Santa Clarita Existing Conditions Valencia Heritage Park In case it should be necessary to move or temporarily maintain the property of any public utility or of any other property owner, the cost of which is not required to be borne by the City thereof, the Contractor shall bear all expenses incidental to the removal or temporary maintenance of such property in a manner satisfactory to the City thereof. C. The right is reserved to the controlling governmental agencies and to the owners of public utilities and franchises to enter at any time upon any street, alley, right-of-way, or easement for the purpose of making changes in their property made necessary by the work and for the purpose of maintaining and making repairs to their property. When the proper completion of the Work requires their temporary or permanent removal, the Contractor shall, at his own expense, remove and, without unreasonable delay, temporarily or permanently replace or relocate, in a workman -like manner and to the satisfaction of the Owner's Representative, all water pipe, pipelines, conduits, culverts, roads, driveways, fences, wires, poles, retaining walls, curbs, gutters, concrete walks and all other improvements of whatever character, not required by law to be removed by the City thereof; and all such improvements temporarily removed shall be maintained until permanently replaced, all at the Contractor's expense. END OF SECTION Department of Public Works 02 00 00-2 Project# P1021 City of Santa Clarita Existing Conditions Valencia Heritage Park SECTION 02 41 13 SITE DEMOLITION PART 1 -GENERAL 1.1 SUMMARY A. Work Included: Perform all site demolition work, complete, as shown and as specified. B. Related Work: 1. Section 31 00 00 - Earthwork 2. Section 31 12 00 - Selective Site Clearing 3. Section 31 23 13 - Sub -Grade Preparation 1.2 REFERENCES A. ASTM - American Society for Testing and Materials. B. DIS - Division of Industrial Safety. 1.3 QUALITY ASSURANCE A. Regulatory Requirements: Demolish existing site improvements as indicated on the Drawings, in an orderly and careful manner. Comply with all local codes and ordinances. B. Equipment: Use equipment specifically designed for the demolition of each type of material. C. Labor: Employ workmen skilled in the use of the equipment being utilized for demolition. 1.4 DELIVERY, STORAGE, AND DISPOSAL A. Delivery and Storage: Do not deliver to the job site nor store thereon demolition equipment and materials prior to receiving written notice to proceed. Confine storage to areas approved by Owner. B. Disposal: Legally dispose of off -site products of demolition during or at end of each day's work. Contractor shall pay all disposal costs associated with the project. 1.5 SITE CONDITIONS A. Existing Conditions: Inspect site prior to commencing work. Determine scope of applicable site conditions. B. Access and Testing: Make test excavations and borings required to determine existing conditions, subject to Owner's convenience. C. Acceptance: Commencing work constitutes Contractor's acceptance of site conditions, both surface and subsurface. No extra payment shall accrue to Contractor by virtue of unknown conditions or difficulties of performing this demolition work. Department of Public Works 0241 13-1 Project# P1021 City of Santa Clarita Site Demolition Valencia Heritage Park 1.6 PROTECTION A. Protection of Existing Plants to Remain 1. Operations: Do not store materials or equipment, permit, burning, or operate or park equipment under the branches of existing plants to remain except as actually required for construction in those areas. 2. Barriers: Provide barricades, fences, or other barriers as necessary at the drip line to protect existing plants to remain from damage during construction. 3. Notification: Notify City Representative when Contractor feels construction activities may damage existing plants to remain. 4. Replacement of Damaged Plants: a. Replace existing plants to remain which are damaged during construction with accepted plants of the same species and size as those damaged at no cost to Owner. b. City Representative will determine extent of damage and value of damaged plants. B. Protection of Existing Site Improvements References: Verify and maintain benchmarks, monuments, and other reference points. Replace if disturbed or destroyed. 2. Protection: Protect existing improvements noted to remain within designated limit(s) of work. Supply shoring, bracing, reinforcing and barricades as required. Refer to drawings for limit of work and existing improvements to be protected in place. 3. Utilities: Keep in operation existing utility circuits and piping to remain including sprinkler irrigation except at the direction of the City Representative. Provide 48-hour notice of interruption of service. Notify City Representative should utilities not shown on Drawings be found during demolition. 4. Repair: If damage to site improvements to remain occurs during the course of the work, restore to the satisfaction of the Owner at no additional cost. PART 2-PRODUCTS 2.1 MATERIALS (CONTRACTOR'S OPTION) PART 3 - EXECUTION 3.1 PREPARATION A. Verification: Verify with Owner items to be removed prior to commencement of work. B. Compliance: Proceed with demolition in an orderly and careful manner, in compliance with local codes and ordinances. Department of Public Works 0241 13-2 Project# P1021 City of Santa Clarita Site Demolition Valencia Heritage Park C. Disposal: Legally dispose of demolished materials off site unless otherwise directed by Owner. 3.2 DEMOLITION A. Utilities 1. Capping: Disconnecting and capping of utilities must be in accordance with the regulations of the utility company affected. B. Paving and Walls Saw -cutting: Accurately and cleanly sawcut existing concrete paving as shown on Drawings. Confine cuts to areas shown. Avoid damage to adjacent improvements. 2. Finishing: Rough grade excavated areas as necessary to achieve the final line and grade as called for in other Sections of this work. Compact to the density of the surrounding area. The final surface shall be smooth, even, and tight, free from loose or soft areas. C. Lighting: Demolish and remove light poles & fixtures, concrete pads, and footings as noted on project plans. Disconnect electrical utilities. Remove wiring to nearest pullbox to remain or panel that wire originates from. Cut back conduit to clear demolition area. Cap per Utilities noted above. D. Plant Materials to be Demolished: See Site Clearing - Section 31 10 00. E. Subgrade: Fill depressions made by demolition and restore excavated areas to a smooth and even grade. Compact to the density of the surrounding soil per Geo-Tech. recommendation. 3.3 DE -WATERING A. General: Provide and operate equipment and do ditching and pumping necessary to keep the project area free from water. B. Storm Water: Pump off storm runoff or other water until such time as new work in other Sections shall effectively remove such water. C. Protection: Take measures required to dispose of surface and subsurface water in compliance with municipal requirements. D. Debris: Prevent transport of soil, aggregate or debris off site where practical. END OF SECTION Department of Public Works 0241 13-3 Project# P1021 City of Santa Clarita Site Demolition Valencia Heritage Park SECTION 02580 GAME COURT SURFACING & STRIPING PART 1 —GENERAL Application and construction procedures shall conform to requirements of the Standard Specifications for Public Works Construction, latest edition and any supplements. 1.1 SECTION INCLUDES A. Furnish materials, equipment and perform labor required to execute this work as indicated on the Plans, as specified and as necessary to complete the contract, including but not limited to these major items: 1. Observation of placing, finishing and curing of concrete courts. 2. Preparation of all surfaces to be coated. 3. Application of court surfacing and laying lines. 4. Prior to commencing any of the work of this section, the Contractor shall certify in writing to the City Representative that the courts are in a condition acceptable for the work of this section. 1.2 RELATED WORK A. Section 01340 Submittals B. Section 03300 Cast -In -Place Concrete 1.3 PRODUCT SUBMITTALS / SHOP DRAWINGS A. Comply with pertinent provisions of Section 01340. B. Product Data: Within fourteen (14) working days after the Contractor has received the Notice to Proceed from City, submit: 1. Materials list of items proposed to be provided under this Section for use. 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the City Representative, will become the basis for accepting or rejecting actual installation procedures used on the work. Department of Public Works 02580-1 Project# P1021 City of Santa Clarita Game Court Surfacing Striping Valencia Heritage Park 1.4 REQUIREMENTS A. Prior to the start of any work of this section, the Contractor shall arrange a meeting at the job site with the following representatives: 1. Concrete Contractor 2. Surfacing Applicator 3. Color System Manufacturer Representative 4. Landscape Architect 5. City Representative 1.5 PRODUCT HANDLING AND STORAGE A. Deliver materials to the job site in original unopened containers bearing manufacturer's name and product designation. B. Store materials in accordance with manufacturer's printed instructions. 1.6 QUALITY ASSURANCE Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 — PRODUCTS 2.1 MATERIALS A. Court Surfacing & Striping: 1. Court surfacing shall be per plans or approved equal. See plans for color requirements. 2. Surface colors shall be selected from manufacturer's samples. Submit to City Representative within 14 days after Notice to Proceed. 3. For color selection purposes, the colors called out on the Plans shall match manufacturer's system colors. Color samples to match the colors listed must be approved by the City Representative. Submit 3 samples of each color on a 12,,x12,, tempered hardboard. Striping shall be done according to the Plans. 2.2 EXPANSION JOINTS All existing expansion joints in game slab area shall be sealed prior to installation of surfacing material. PART 3 — EXECUTION 3.1 SURFACE CONDITIONS Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Department of Public Works 02580-2 Project# P1021 City of Santa Clarita Game Court Surfacing Striping Valencia Heritage Park 3.2 SURFACING A. New concrete shall be an even surface. Surface shall be cleaned per subsection 3.213 prior to surfacing installation. B. Acid Wash: Mix 1 part of commercial Muriatic Acid (HCI) and 6 parts water. Apply freely until foaming stops. Allow to dry and repeat. When second treatment has dried, re -wet and scrub thoroughly with a detergent solution and rinse clean allow to dry at least overnight. C. The surfacing manufacturer's written instructions shall be strictly adhered to. The manufacturer's representative shall be present during application. Adhere to manufacturer written instructions. Contractor shall protect adjacent concrete (any concrete not to receive surfacing) from acid wash at all times. D. Apply 1 coat undiluted white acrylic paint after surface finish has thoroughly dried. 3.3 CLEAN-UP Leave surfaces free of dirt, gouges and imperfections. Clean adjacent surfaces soiled by this work. Remove equipment, surplus materials and debris from job site, and leave installation ready for succeeding work. PART 4 — METHOD OF PAYMENT Payment for all work specified under this section shall be paid at the respective contract lump sum price or unit price as indicated and shall include all costs for installation, labor, materials, equipment, taxes, transportation costs and incidentals to accomplish the work as indicated in these Contract Documents and no additional compensation will be allowed. END OF SECTION Department of Public Works 02580-3 Project# P1021 City of Santa Clarita Game Court Surfacing Striping Valencia Heritage Park SECTION 11501 ATHLETIC EQUIPMENT (tennis court windscreen) 1. PART GENERAL 1.1 SECTION INCLUDES A. This section generally consists of providing all labor, equipment and materials necessary to install the tennis court windscreening as shown on the project drawings and as described herein. 1.2 RELATED WORK Section 02611 Game Court Surfacing & Striping Section 02710 Fencing & Gates 1.3 DELIVERY, STORAGE & HANDLING A. Contractor assumes all responsibility for storage of all materials relative to this project. City assumes no liability for losses or damages from any caused as a result of such storage. 1.4 JOB CONDITIONS & PROTECTION A. Care shall be taken not to damage the tennis court surface. If any damage occurs the Contractor shall at his own expense repair any and all damages. 2. PART 2 PRODUCTS 2.1 WINDSCREENING A. Windscreen shall be as supplied by N.J.P Sports Polypropylene #1231-B. See plan for height requirements. B. Available from: Mr. Brad Perry, N.J.P Sports P.O. Box 1469, Glendale, California 91209 (818) 247-3914. 2.2 INSTALLATION A. Installation shall be per project drawings and manufacturer's recommendations with ties on all sides at 12 inches on center. Department of Public Works 02860 Project# P1021 City of Santa Clarita Tennis Court Windscreen Valencia Heritage Park 3. PART 3 EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. 4. PART 4 METHOD OF PAYMENT A. Payment for all work specified under this section shall be paid at the respective contract lump sum price for restroom/maintenance building, and shall include all costs for installation, labor, material, equipment, taxes, transportation costs and incidentals to accomplish the work as indicated in these Contract Documents, and no additional compensation will be allowed. END OF SECTION Department of Public Works 02860 Project# P1021 City of Santa Clarita Tennis Court Windscreen Valencia Heritage Park SECTION 03 10 00 CONCRETE FORMING AND ACCESSORIES PART1-GENERAL 1.1 SECTION INCLUDES A. Formwork for cast in place concrete, with shoring, bracing and anchorage. B. Forming of openings in concrete for Work specified in other Sections. C. Form accessories. D. Placement in forms of inserts and embedded products furnished under other Sections. 1.2 RELATED SECTIONS A. Section 03 20 00 - Concrete Reinforcing: Reinforcement for concrete construction. B. Section 03 30 00 - Cast in Place Concrete: General requirements for concrete construction, including finish qualities. 1.3 REFERENCES A. American Concrete Institute (ACI): 1. ACI 117 - Standard Tolerances for Concrete Construction and Materials. 2. ACI 318 - Building Code Requirements for Reinforced Concrete. 3. ACI 301 - Specifications for Structural Concrete for Buildings. 4. ACI 347 - Guide to Formwork for Concrete. B. U.S. Department of Commerce/National Bureau of Standards (NBS): NBS PS 1 - Construction and Industrial Plywood. 1.4 DEFINITIONS A. Unexposed Finish: A general -use finish, with no appearance criteria, applicable to all formed concrete concealed from view after completion of construction. B. Exposed Finish: A general -use finish applicable to all formed concrete exposed to view and including surfaces which may receive a paint coating (if any). 1.5 SYSTEM REQUIREMENTS A. Formwork Design Requirements: Formwork products and execution specified herein are for finish surface quality only. Department of Public Works 03 10 00-1 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park 1. Design, layout, and construction of formwork shall be solely the responsibility of the Contractor. 2. Design and construct formwork, shoring and bracing to conform to California Building Code (CBC) requirements and ACI 318. 3. Resulting concrete shall conform to shapes, lines and dimensions indicated and required. 4. Tolerances for concrete shall be as specified in ACI 117, ACI 301, ACI 318 and ACI 347, unless otherwise specified or indicated. 1.6 SUBMITTALS A. Materials List: Forming materials in contact with concrete. B. Product Data: Form release agent. 1.7 QUALITY ASSURANCE A. Industry Standard: Formwork design and construction shall be in accordance with ACI 301 and ACI 318. B. Formwork Designer's Qualifications: When required by authorities having jurisdiction, designer of formwork shall be a Civil or Structural Engineer registered to practice in the State of California. C. Sample Panels: Before casting exposed concrete indicated on Drawings, produce sample panels to demonstrate finish. Produce a minimum of 3 sets of full-scale sample panels, cast vertically, approximately 48 by 48 by 6 inches (1200 by 1200 by 150 mm) minimum, to demonstrate the expected range of finish and texture variations. Locate panels as indicated or, if not indicated, as directed by Owner's Representative. 2. Demonstrate methods of curing aggregate exposure, sealers, and coatings, as applicable 3. In presence of Owner's Representative, damage part of an exposed -face surface for each finish and texture, and demonstrate materials and techniques proposed for repair of tie holes and surface blemishes to match adjacent undamaged surfaces. 4. Maintain sample panels during construction in an undisturbed condition as a standard for judging the completed Work. 5. Demolish and remove sample panels when directed. 6. If mutually agreed between Construction Manager and Contractor, as alternative to producing sample panels, construct, and finish one exposed concrete element. This element will serve as mock-up and, if acceptable to Owner's Representative, may be may become part of the completed Work. If not acceptable, wall shall be demolished and reconstructed, incorporating review comments of Owner's Representative, until determined by Owner's Representative to be acceptable. 1.8 REGULATORY REQUIREMENTS Department of Public Works 03 10 00-2 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park A. Regulatory Requirements: Conform to formwork construction requirements of the California Building Code (CBC), Section 1906. B. Coordination: Coordinate Work specified in this Section with other Sections which require placement of embedded products and provision of openings and recesses. If formwork is placed after reinforcement, resulting in insufficient concrete cover over reinforcement, request instructions from the Owner's Representative before proceeding. PART2-PRODUCTS 2.1 FORMING MATERIALS A. Forming Materials: Conform to ACI 301. Provide materials for contact with concrete which will impart suitable surface quality to completed concrete, including the following. 1. Forming materials for concrete unexposed in finished construction: Plywood, lumber, metal, or another acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. When unexposed concrete is intended to receive waterproofing, provide form as for exposed finish concrete. 2. Forming materials for concrete exposed in finished construction: Plywood, metal, metal -framed plywood faced, or other acceptable panel -type materials to provide continuous, straight, smooth, exposed surfaces. Furnish forms in largest practicable sizes, to minimize number of joints and to conform to joint configuration indicated on the Drawings. B. Plywood for Formed Surfaces: 1. Plywood for Concealed Surfaces: PS 1, undamaged face, minimum APA C-C Plugged EXT or APA Structural I Sheathing. 2. Plywood, for Exposed Surfaces: PS 1, smooth -faced, undamaged, APA B-B High Density Overlaid Concrete Form, Class I. Plywood for exposed surfaces shall be minimum 5/8-inch thick. C. Forms for Cylindrical Columns, Pedestals, and Supports: Sonoco Products Co., Hartsville, SC (803/383-7000), Sonotube Plus Fibre Form, or equal, spirally wound, laminated fiber forms with special liner to eliminate spiral seam marks on finished concrete. Provide units with sufficient wall thickness to resist wet concrete loads without deformation. D. Hardboard: For curved surfaces, tempered hardboard, Masonite Corp., or equal. E. Lumber: Douglas fir or douglas fir -larch, grade appropriate for intended use, sound and undamaged straight edges, solid knots. F. Fillets for Chamfered Corners: Wood molding at plywood or lumber forms; rigid plastic at steel, fiberglass, and plastic forms. G. Embedded Nailers: Clear all heart redwood or pressure preservative -treated (PPT) douglas fir, edges reverse beveled to key into concrete. Department of Public Works 03 10 00-3 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park H. Fillets for Chamfered Corners: Wood molding at plywood or lumber forms; rigid plastic at steel, fiberglass, and plastic forms. I. Embedded Nailers: Clear all heart redwood or pressure preservative -treated (PPT) douglas fir, edges reverse beveled to key into concrete. 2.2 FORMWORK MATERIALS A. Formwork Materials, General: Conform to ACI 301. Provide materials to construct formwork to support forming materials in contact with concrete, of sufficient capacity to withstand pressures of concrete placement and to support concrete in place until cured, without distortion. 2.3 FORMWORK ACCESSORIES A. Form Ties: Factory -fabricated, adjustable -length, removable or snap -off metal form ties designed to prevent form deflection and to prevent spalling of concrete upon removal. 1. Provide units that will leave no metal closer than 1-1/2 inches to the plane of the exposed concrete surface. 2. Provide units that will leave no hole larger than 1-inch diameter. B. Form Release Agent: Commercial formulation form release agent, colorless product with the following characteristics: 1. Will not bond with, stain concrete, absorb moisture or adversely affect concrete surfaces. 2. Will not impair subsequent treatments of concrete surfaces or bond of applied coatings. 3. Complies with applicable air quality regulations for volatile organic compounds (VOCs). PART 3 - EXECUTION 3.1 EARTH FORMS A. Earth (Soil) Forms, General: Comply with the following, except as otherwise indicated on Drawings. 1. Except as otherwise indicated on Drawings, conform to ACI 301, ACI 347 and California Building Code (CBC) Section 1906. 2. Direct contact of concrete with soil (casting "neat") is acceptable only as noted on Structural Drawings. B. Soil Forms and Trenches: Hand trim sides and bottom of soil forms and trenches. Remove loose soil prior to placing concrete. 3.2 CONSTRUCTED FORMWORK A. Constructed Formwork, General: Construct and erect formwork, shoring and bracing to achieve design requirements, in conformance to ACI 301, ACI 347 and California Building Code (CBC) Department of Public Works 03 10 00-4 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park Section 1906 - Formwork, Embedded Pipes and Construction Joints. Refer also notes on Structural Drawings. B. Constructed Formwork, Exposed Concrete Elements: In addition to ACI 303.1 limits on form -facing panel deflection, limit cast -in -place architectural concrete surface irregularities, designated by ACI 347R as abrupt or gradual, to Class A, 1/8 inch (3.2 mm). Fabricate forms to result in cast -in -place architectural concrete that complies with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." Chamfer exterior corners and edges of cast -in -place architectural concrete only as indicated on Drawings. C. Constructed Formwork Design: Design and fabricate formwork for easy removal, without impact, shock, or damage to concrete surfaces or other portions of the Work. Design formwork to support all applied loads until concrete is adequately cured and has attained sufficient strength, within allowable tolerances and deflection limits. D. Constructed Formwork Construction: Construct and brace formwork to accurately achieve end results required by contract documents, with all elements properly located and free of distortion. Provide for necessary openings, inserts, anchorages, and other features shown or otherwise required. Formwork Segments: Arrange and assemble formwork to permit dismantling and stripping without damage to concrete. Joints: Minimize form joints and make forms watertight to prevent leakage of concrete mortar. Locate form joints, at exposed concrete, to be symmetrical about center of panel, unless otherwise noted. Align joints symmetrically at exposed conditions. 3. Chamfers: Provide 3/4-inch chamfered edges and corners at all exposed locations, unless specifically indicated otherwise on the Drawings. 4. Permanent openings: Provide openings to accommodate Work specified in other Sections. Size and locate openings accurately. Securely support items built into forms; provide additional bracing at openings and discontinuities in formwork. 5. Temporary openings: Provide temporary openings for cleaning and inspection. Provide drain openings at bottoms of formwork to allow water to drain. Locate temporary openings in most inconspicuous locations at base of forms, closed with tight -fitting panels designed to minimize appearance of joints in finished concrete Work. E. Formwork Bracing and Shoring: Provide bracing and shores to ensure stability of formwork and accommodate all construction loads. Use form ties of sufficient strength and sufficient quantities to prevent formwork spreading. Maintain principal shores to support concrete until minimum required strength is achieved. Department of Public Works 03 10 00-5 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park 3.3 INSERTS, EMBEDDED PRODUCTS AND OPENINGS A. Embedded Products: Provide formed openings where required for items to be embedded in or pass through concrete. Install accessories in accordance with manufacturer's instructions and referenced standards, level, straight and plumb. B. Openings: Size and locate formed openings, depressions, recesses, and chases to accommodate products to be applied to, built into and pass -through concrete Work. Coordinate size, location and placement of inserts, embedded products, openings, and recesses with Work specified in other Sections. C. Anchors and Other Devices: Set and build into concrete formwork anchorage devices and other embedded products required for Work to be attached to or supported by concrete elements. D. Locating Embedded Products and Openings: Use setting drawings, diagrams, instructions, and templates to set embedded products. E. Screeds: Set screeds and establish level for tops of concrete slabs and leveling for finish surfaces. Shape surfaces as indicated on the Drawings. Provide cradle, pad or base type screed supports for concrete over waterproof membranes and vapor retarders. 3.4 FORM RELEASE AGENT A. Form Release Agent: Provide either form materials with factory -applied non -absorptive liner or field -applied form coating. If field -applied coating is employed, thoroughly clean and recondition formwork and reapply coating before each use. Rust on form surfaces will not be acceptable. B. Form Release Agent Application: Comply with manufacturer's instructions and recommendations. C. Restrictions: Do not apply release agent where concrete will receive applied finish which might be affected by agent. Do not apply release agent where decorative wood graining is intended for concrete surface. Leave form face dry. 3.5 FORM CLEANING A. Form Cleaning, General: Clean and remove foreign matter within forms as erection and placement proceeds. Clean formed cavities of debris prior to concrete placement. B. Formwork Reuse: Do not reuse wood and plywood forming materials which contact concrete, except as follows: 1. High density plywood may be cleaned and reused for exposed concrete. 2. Unfaced plywood may be reused for concealed concrete. 3. Steel and fiberglass forming materials may be cleaned and reused. C. Patching and Repairs: Patch tie holes with sheet metal patches and restore forms to like new condition prior to reuse. Department of Public Works 03 10 00-6 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park 3.6 FORMWORK REMOVAL A. Removal of Non -Load -Bearing Formwork: Provided that concrete has hardened sufficiently that it will not be damaged and has achieved sufficient strength to support its own weight and all imposed construction and design loads, forms not actually supporting weight of concrete or weight of soffit forms may be removed after concrete has cured at not less than 50 degrees F for 24 hours. Comply with notes on Structural Drawings and California Building Code (CBC) requirements. 2. Maintain curing and protection operations after form removal. B. Removal of Load -Bearing Formwork: Do not remove shoring and forms supporting weight of concrete, such as beam soffits, joists, slabs, and other structural elements, until concrete has attained 90 percent of specified compressive strength. In addition, the Contractor shall have determined that the actual compressive strength attained is adequate to support the weight of the concrete and superimposed loads. Comply with notes on Structural Drawings and California Building Code (CBC) requirements. 2. Maintain curing and protection operations after form removal. C. Formwork Removal: Loosen forms carefully. Do not wedge pry bars, hammers, or tools against concrete surfaces to be exposed to view. 2. Remove formwork progressively so no unbalanced loads are imposed on structure. Remove formwork without damaging concrete surfaces. 3. Remove or snap off metal spreader ties inside wall surface. Cut nails and form ties off flush and leave surfaces level and clean. 3.7 PATCHING A. Schedule: Patch forming and tie holes immediately after form removal. B. Cleaning: Clean surface of all loose materials and soiling. C. Patching: Patch all holes and depressions with grouting gun and grout mix of one part cement and 2- 1/2 parts mortar sand. 3.8 EXPOSED CONCRETE FINISHES A. Exposed Concrete Finishes: Match accepted mock-up, to satisfaction of Owner's Representative. See Section 03 30 00 - Cast in Place Concrete for finishing of concrete surface after removal of formwork. 3.9 FORMWORK SCHEDULE A. Footings and Walls, Not Exposed to View: Site fabricated plywood or lumber, coated with form release agent. Department of Public Works 03 10 00-7 Project# P 1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park B. Footings and Walls, Exposed to View: Site -fabricated, high density overlaid (HDO) plywood, coated with form release agent compatible with applied finish coatings. C. Cylindrical Columns, Pedestals, and Supports: Formed by spirally wound, laminated fiber forms with special liner to eliminate spiral seam marks on finished concrete. D. Curved Surfaces: Site -fabricated with sealed, tempered hardboard. END OF SECTION Department of Public Works 03 10 00-8 Project# P1021 City of Santa Clarita Concrete Forming and Accessories Valencia Heritage Park SECTION 03 20 00 CONCRETE REINFORCING PART 1-GENERAL 1.1 SECTION INCLUDES A. Reinforcing steel bars, welded steel wire fabric fabricated steel bar or rod mats for cast -in -place concrete. B. Support chairs, bolsters, bar supports, and spacers, for supporting reinforcement. 1.2 REFERENCES A. CBC - California Building Code, (CCR) California Code of Regulations, Title 24, Part 2, Chapter 19 (ACI 318). B. ACI 301 - Specifications for Structural Concrete for Buildings. C. ACI 315 (SP-66) - Details and Detailing of Concrete Reinforcement. D. ACI 318 - Building Code Requirements for Structural Concrete. E. ASTM A1064 - Carbon -Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete. F. ASTM A615 - Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. G. ASTM A706 - Standard Specification for Low Alloy Steel Deformed Bars for Concrete Reinforcement. H. ASTM C1116 - Specification for Fiber -Reinforced Concrete and Shotcrete. I. AWS D1.4 - Structural Welding Code Reinforcing Steel. J. CRSI - Manual of Practice. K. CRSI - Placing Reinforcing Bars. 1.3 QUALITY ASSURANCE A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard Practice. B. Conform to ACI 301 and ACI 315 (SP-66). C. Conform to CBC - California Building Code, (CCR) California Code of Regulations, Title 24, Part 2. 1.4 CERTIFICATES Department of Public Works 03 20 00-1 Project# P1021 City of Santa Clarita Concrete Reinforcing Valencia Heritage Park A. Submit mill test certificates of supplied concrete reinforcing, indicating physical and chemical analysis. PART2-PRODUCTS 2.1 MATERIALS A. Reinforcing Steel: ASTM A615, Grade 40 for No. 4 bars and smaller, Grade 60 for No. 5 bars and larger. Billet -steel deformed bars, uncoated finish. B. Welded Reinforcement: ASTM A706, Grade 60, deformed bars, unfinished. C. Welded Steel Wire Fabric: ASTM A1064 plain type; coiled rolls; uncoated finish. D. Steel Wire: ASTM A1064, plain, cold drawn steel. 2.2 ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete including load bearing pad on bottom to prevent vapor barrier puncture. C. Chairs, Bolsters, Bar Supports, Spacers Adjacent to Architectural Concrete Surfaces: Plastic coated sized and shaped as required. 2.3 FABRICATION A. Fabricate in accordance with ACI 315 (SP-66), providing concrete cover specified in Section 03 3000. B. Locate reinforcing splices not indicated on Drawings at points of minimum stress. C. Weld reinforcing bars in accordance with AWSD1.4. PART 3--EXECUTION 3.1 INSTALLATION A. Before placing concrete, clean reinforcement of foreign particles or coatings. B. Place, support, and secure reinforcement against displacement. Do not deviate from alignment or measurement. C. Do not displace or damage vapor barrier required by Section 03 30 00. 3.2 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01 45 00. END OF SECTION Department of Public Works 03 20 00-2 Project# P1021 City of Santa Clarita Concrete Reinforcing Heritage Valencia Park SECTION 03 21 00 REINFORCING STEEL PART 1 -GENERAL 1.1 SECTION INCLUDES A. Reinforcing steel bars for cast in place concrete. B. Reinforcing steel bars for reinforced concrete unit masonry. C. Reinforcement accessories. 1.2 RELATED SECTIONS A. Section 03 30 00 - Site Concrete: Reinforcing steel bars for concrete. B. Section 32 13 13 - Concrete Paving: Reinforcing steel bars for Portland cement concrete paving. C. Section 03 10 00 - Concrete Formwork: Formwork for cast -in -place concrete; provisions for access for reinforcement Work. D. Section 03 30 00 - Cast in Place Concrete: Provisions for protection of reinforcement during concrete placement. E. Section 04 22 00 - Concrete Unit Masonry: Requirements for reinforcement for unit masonry, specified in Section 03 20 00-Concrete Reinforcing. 1.3 REFERENCES A. American Concrete Institute (ACI): 1. ACI 301 - Specifications for Structural Concrete for Buildings. 2. ACI 318 - Building Code Requirements for Reinforced Concrete. B. American Welding Society (AWS): 1. AWS D1.4 - Structural Welding Code --Reinforcing Steel. 2. AWS D12.1 - Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction. C. Concrete Reinforcing Steel Institute (CRSI): 1. CRSI MSP-1 - Manual of Practice. 2. CRSI 63 - Recommended Practice for Placing Reinforcing Bars. 3. CRSI 65 - Recommended Practice for Placing Bar Supports, Specifications and Nomenclature. Department of Public Works 0321 00-1 Project# P1021 City of Santa Clarita Reinforcing Steel Heritage Valencia Park 1.4 SUBMITTALS A. Product Data: Reinforcement supporting and spacing devices at exposed concrete only, to demonstrate non - corroding and non -staining characteristics. 2. For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating costs for each product having recycled content. B. Quality Control Submittals: Certifications: Mill test certificates for all reinforcing steel, showing physical and chemical analysis. If steel is to be welded, include in chemical analysis welded the percentages of carbon, manganese, copper, nickel, and chromium, and optionally the percentages of molybdenum and vanadium. 2. Certifications: If steel is to be welded, submit certifications signed by AWS Certified Welding Inspector (CWI) of prequalified welding procedures, qualifications of welding procedures unless prequalified, qualification of welding operators, and qualification of welders. C. Sustainable Design Submittals: Comply with requirements specified in Section 01 81 13 - Sustainable Design Requirements. 1. Product Data: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. a. Include statement indicating costs for each product having recycled content. b. Include name, address, and telephone number of manufacturer. 1.5 QUALITY ASSURANCE A. Industry Standards, Reinforcement: Provide concrete reinforcement in accordance with ACI 301, ACI 318, CRSI Manual of Practice, CRSI 63 and CRSI 65. B. Regulatory Requirements: Conform to California Building Code (CBC), Section 1907 - Details of Reinforcement. C. Qualification of Welds, Welding Operators, and Welders: Comply with UBC Standard 19-2. Perform welding procedure qualification, except for prequalified procedures, as required by AWS D1.4, prior to executing any welding of reinforcing steel. 1. Only AWS Certified Welding Inspectors shall be used for tests and qualifications associated with welding of reinforcing steel. 2. Only AWS qualified welders or welding operators shall perform welding of reinforcing steel. D. Coordination: Coordinate Work specified in this Section with other Sections which require placement of embedded products and provision of openings and recesses. If formwork is placed after reinforcement, resulting in insufficient concrete cover over reinforcement, request direction from Department of Public Works 0321 00-2 Project# P 1021 City of Santa Clarita Reinforcing Steel Heritage Valencia Park Construction Manager before proceeding. Construction Manager will consult with Owner's Representative (structural engineer) and provide direction to Contractor. 1.6 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver reinforcement in bundles marked with durable identification tags. B. Storage: Store reinforcement to avoid excessive rusting or fouling with grease, oil, dirt, or other bond - weakening coatings. C. Handling: Take precautions to maintain reinforcement identification after bundles are broken. PART2-PRODUCTS 2.1 STEEL BAR REINFORCEMENT A. Steel Reinforcing Bars: Provide products with an average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than 60 percent. 1. Deformed steel reinforcing bars: ASTM A 615, type, and grade as indicated in Structural Drawings. 2. Stirrup bars: ASTM A 615, type, and grade as indicated on Structural Drawings. 3. Reinforcing steel bars to be welded: ASTM A 706, type, and grade as indicated on Structural Drawings. B. Welded Wire Fabric (WWF): Type as indicated on Structural Drawings. 1. WWF with deformed -steel wire: ASTM A 497, Grade 80, flat sheets only. 2. WWF with smooth steel wire: ASTM A 185, flat sheets only. 2.2 REINFORCEMENT ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type, black or galvanized finish. B. Chairs, Bolsters, Bar Supports and Spacers: Wire -bar -type devices, complying with CRSI Manual of Standard Practice for spacing, supporting and fastening reinforcing bars in place. Provide size and shape as required for strength and support of reinforcement during reinforcement installation and concrete placement. 1. Supports at Slab on Grade: Provide devices with load -bearing pads or horizontal runners where base material will not support chair legs, to prevent puncture of vapor retarder or provide precast concrete block bar supports of equal or greater strength to specified concrete. 2. Corrosion Resistance: a. Provide plastic coated, plastic -tipped (CRSI, Class 1) or stainless steel types at exposed -to - view concrete surfaces. Department of Public Works 0321 00-3 Project# P 1021 City of Santa Clarita Reinforcing Steel Heritage Valencia Park b. Provide only stainless steel (CRSI Class 2) at exterior exposed surfaces to be painted. 2.3 REINFORCEMENT FABRICATION A. Reinforcement Fabrication, General: Conform to CRSI Manual of Practice, providing required concrete cover as indicated on Structural Drawings. B. Splices: See Structural Drawings. Do not splice bars unless specifically shown on the Structural Drawings. 2. Where splices are not indicated on Drawings, locate splices at point of minimum stress and review locations with Owner's Representative (Structural Engineer) before fabrication and placement. Submit mechanical splice data to Owner's Representative (Structural Engineer) for review prior to use. 3. Splices shall be staggered so that not more that one-third of the reinforcing bars are spliced at any one location. PART 3 - EXECUTION 3.1 PREPARATION A. Cleaning: Clean reinforcement to remove loose rust and mill scale, soil, frost, and other materials which may reduce or destroy bond with concrete. B. Adjustment and Inspection: Do not bend or straighten reinforcement in a manner injurious to material. Do not use bars with kinks or bends not shown on Drawings and reviewed shop drawings, or bars with reduced cross-section due to corrosion or other cause. 3.2 REINFORCEMENT PLACEMENT A. Reinforcement Placement, General: Place and secure reinforcement as specified herein, as indicated and noted on Drawings and in compliance with recommended details and methods of reinforcement placement and support specified in CRSI 63 - Recommended Practice for Placing Reinforcing Bars. Place, support, and secure reinforcement to prevent displacement. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 2. Locate reinforcement to provide required cover by concrete. If not otherwise indicated on Drawings or specified herein, provide concrete cover in compliance with ACI 318. B. Reinforcement Spacing: Space reinforcement as indicated on Drawings. If not indicated, maintain clear spacing of the bar diameter but not less than 1 inch nor less than 1-1/3 times maximum size aggregate. C. Coordination: Locate reinforcement to accommodate embedded products and formed openings and recesses. Department of Public Works 0321 00-4 Project# P 1021 City of Santa Clarita Reinforcing Steel Heritage Valencia Park D. Slab on Grade Reinforcement: Provide load bearing pads under supports or provide precast concrete block bar supports. Do not displace or damage vapor retarder at slab on grade. E. Dowels: Secure tie dowels in place before depositing concrete. Provide No. 3 bars for securing dowels where no other reinforcement is provided. 3.3 CONCRETE COVER A. Concrete Cover: As indicated on the Structural Drawings. 3.4 REINFORCEMENT SUPPORTS A. Reinforcement Supports: Support reinforcement on metal chairs, spacers, or metal hangers to provide required coverage and to properly locate reinforcement. Do not use wood. Avoid cutting or puncturing vapor retarder during reinforcement placement and concreting operations. Repair damage before placing concrete. B. Support Spacing: Space chairs and accessories in conformance with CRSI 65 - Recommended Practice for Placing Bar Supports, Specifications and Nomenclature. 3.5 REINFORCEMENT SPLICES A. Reinforcement Splices, General: Provide standard reinforcement splices by lapping ends, placing bars in contact and tightly wire tying. Comply with details and requirements of ACI 318 for minimum lap of spliced bars and criteria indicated on Drawings. B. Clearances for Splices: Wherever possible, provide minimum 1-1/2 inch clearance between sets of splices. Stagger horizontal bars so that adjacent splices will be minimum 48-inches apart. 3.6 WELDING OF REINFORCEMENT STEEL A. Welding: Perform welding under continuous inspection and supervision of a qualified Registered Deputy Inspector employed by testing and inspection agency. Weld reinforcement as indicated on Drawings or as directed by Construction Manager. Construction Manager will consult with Owner's Representative (structural engineer) and provide direction to Contractor. B. Carbon Equivalent (CE): CE of reinforcing bars or splice materials shall be calculated from chemical composition as indicated in mill report by following formula: CE = % C + % Mn/6 + % Cu/40 + % Ni/20 + % CR/10 - % Mo/50 - % V/10 If mill test report is not available, make chemical analysis of bars representative of bars to be welded. Bars with CE above 0.75 shall not be welded. No welds shall be made at bends in reinforcing bars. 3.7 CORRECTIONS DURING CONCRETE PLACEMENT A. Corrections During Concrete Placement: Caution workers to not walk on bars. Maintain reinforcing steel during placement of concrete; reset reinforcement in the event that it is displaced by runways, workers and other causes. Department of Public Works 0321 00-5 Project# P 1021 City of Santa Clarita Reinforcing Steel Heritage Valencia Park 3.8 DEFECTIVE WORK A. Defective Reinforcement Work: The following shall be considered defective and shall be ordered to be removed and reconstructed at no change in Contract Time and Contract Sum. 1. Bars with kinks or bends not shown on Drawings. 2. Bars injured due to bending or straightening. 3. Bars heated and field bent. 4. Reinforcement not placed in accordance with Drawings and Specifications. 5. Rusty or oily bars. 6. Bars exposed in surface of concrete. END OF SECTION Department of Public Works 0321 00-6 Project# P 1021 City of Santa Clarita Reinforcing Steel Valencia Heritage Park SECTION 03 30 00 CAST -IN -PLACE CONCRETE PART 1-GENERAL 1.1 SECTION INCLUDES A. Cast -in -place concrete foundation walls, and footings. B. Slabs. C. Control, expansion, and contraction joint devices associated with concrete work. D. Curing and sealing compound. E. Retaining walls, utilityslabs. F. Equipment pads, Thrust blocks, Light pole bases, 1.2 REFERENCES A. 2010 Americans with Disabilities Act (ADA) Standards for Accessible Design. B. CBC - California Building Code, (CCR) California Code of Regulations Title 24, Part 2, Chapter 19. C. CBC - California Building Code, (CCR) California Code of Regulations, Title 24, Part 2, California State Accessibility Standards. D. ACI 301 - Specifications for Structural Concrete for Buildings. E. ACI 302.1 R - Guide for Concrete Floor and Slab Construction. F. ACI 305R - Hot Weather Concreting. G. ACI 306R - Standard Specification for Cold Weather Concreting. H. ACI 318 - Building Code Requirements for Structural Concrete. I. ASTM C33 - Concrete Aggregates. J. ASTM C94 - Ready -Mixed Concrete. K. ASTM C109 - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars. L. ASTM C150 - Portland Cement. M. ASTM C289 - Potential Reactivity of Aggregate. N. ASTM C309 - Liquid Membrane Forming Compound. Department of Public Works 03 30 00-1 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park O. ASTM C494 - Standard Specifications for Chemical Admixtures for Concrete. P. ASTM C618- Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture for Concrete. Q. ASTM C932 - Surface -Applied Bonding Agents. R. ASTM C1315 - Liquid Membrane -Forming Compounds Having Special Properties for Curing and Sealing Concrete. S. ASTM C1602 - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. T. ASTM D226 - Asphalt Saturated Organic Felt used in Roofing and Waterproofing. U. ASTM D1751 - Preformed Expansion Joint Filler for Concrete Paving and Structural Construction. V. ASTM E96 — Standard Test Methods for Water Vapor Transmission of Materials. W. ASTM E154 - Standard Test Methods for Water Vapor Retardants used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover. X. ASTM E1643 - Installation of Water Vapor Retarders used in Contact with Earth or Granular Fill Under Concrete Slab. Y. ASTM E1155 - Determining Floor Flatness and Levelness Using the F-Number System. Z. ASTM E1745 - Standard Specifications for Plastic Water Vapor Retarders Used in Contact with Soil Or Granular Fill Under Concrete Slabs. AA. ASTM F1249 -Standard Test Method for Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor. BB. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. CC. National Ready Mix Concrete Association - Plant Certification Program. DD. Stormwater Best Management Practice Handbook (BMP Handbook), Construction Edition, as published by the California Storm Water Quality Association. 1.3 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout the Work. 1.4 QUALIFICATIONS A. Manufacturer: Manufacturer of ready -mix concrete products complying with ASTM C94 requirements for production facilities and equipment. Certified according to National Ready Department of Public Works 03 30 00-2 Project# P1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park Mix Concrete Associates Plant Certification Program. 1.5 DESIGN MIX A. Submit design mix for each class of concrete, prepared by a California Registered Civil Engineer, to Testing Laboratory and Owner's Representative for review. 1.6 REGULATORY REQUIREMENTS A. Conform to CBC - California Building Code, (CCR) California Code of Regulations, Title 24, Part 2. B. Conform to CBC - California Building Code, (CCR) California Code of Regulations, Title 24, Part 2, and the 2010 ADA Standards for Accessible Design for access requirements for individuals with disabilities. 1.7 SUBMITTALS A. Submit product data and manufacturer's instructions under provisions of Section 01 33 00. 1.8 FIELD SAMPLE A. Provide field sample of rough form/board form finish under provisions of Section 01 45 00. B. Provide a minimum 6-0" x 6-0" sample wall panel to be reviewed by Owner's Representative. C. Accepted sample may not remain as part ofwork. D. Field sample will demonstrate minimum standard for the work. 1.9 PRE -INSTALLATION CONFERENCE A. Convene a conference two weeks prior to commencing placement of floor slab work of this section, under provisions of Section 01 31 00. B. Require attendance of parties directly affecting the work of this Section. C. Agenda: 1. Placement of subgrade beneath floorslab. 2. Testing of subgrade beneath floorslab. 3. Delivery and placement of concrete. 4. Testing and inspection procedures forconcrete. 5. Submittal of mix design for concrete. 6. Hot and cold weather concreting procedures. Department of Public Works 03 30 00-3 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park 7. Vapor barrier location and installation. 8. Placement of control and expansion joints. 9. Steel reinforcement installation. 10. Installation of inserts and embedded items. 11. Finishes and finishing. 12. Forming and form removal limitations. 13. Floor slab flatness and levelness requirements. 14. Curing process and procedures. 15. Protection of finished floorslabs. 16. Floor slab joint and crack repair. 17. Moisture vapor transmission testing. 1.10 WARRANTY A. Provide fifteen -year warranty from curing, hardening and vapor barrier compound manufacturer under provisions of Section 01 77 00. B. Warranty: Include coverage for removal and replacement of finish floor materials that delaminate from interior floor slabs due to moisture migration and excessive vapor emissions or due to presence of efflorescence and alkali contaminates. 1. Subfloor Moisture Conditions: Moisture emission rate of no more than 3 Ib/1000 sq. ft./24 hours when tested by Quantitive Anhydrous Calcium Chloride Test, ASTM F1869, with subfloor temperature not less than 65 degrees F. 2. Subfloor Alkalinity Conditions: A pH range of between 5 to 9 when subfloor is wetted with potable water and pHdrion paper is applied. 3. December 17, 2012 Warranty to be supported by $1,000,000.00 product liability insurance policy issued directly to the Owner's Representative. C. Provide ten year warranty from waterproofing admixture manufacturer that surfaces treated with crystalline waterproofing admixture will remain free from water leakage. 1.11 ENVIRONMENTAL REQUIREMENTS A. Provide concrete curing, finishing, and waste management techniques as defined in Section 4 of the Storm Water Best Management Practice Handbook, (BMP Handbook) Construction Edition. PART2-PRODUCTS Department of Public Works 03 30 00-4 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park 2.1 FORMWORK A. As specified in Section 03 10 00. 2.2 REINFORCEMENT A. Reinforcing steel as specified in Section 03 20 00. 2.3 CONCRETE MATERIALS A. Cement: ASTM C150, Type II-V Portland type; low alkali; grey color. B. Fine and Coarse Aggregates Normal Weight Concrete: ASTM C33, non reactive when tested in accordance with ASTM C289 and Appendix X-1 of ASTM C33. C. Water: ASTM C1602, clean and not detrimental to concrete. 2.4 ADMIXTURES A. Fly Ash: ASTM C618, Class F. B. Water Reducing Admixture: ASTM C494, Type A. C. Crystalline Waterproofing Admixture: Xypex Admix C-1000 as manufactured by Xypex Chemical Corporation, www.xypex.com. D. Calcium chloride, or any other admixtures not allowable. 2.5 VAPOR BARRIER A. Material: 15 mil thick polyethylene film meeting the requirements of ASTM E1745, Class A, with a maximum permeance of 0.01 perms in accordance with ASTM E96/E154, Section 7, and a water vapor transmission rate (WVTR) of less than 0.0037 when tested according to ASTM F1249. B. Accessories: 1. Minimum 4 inch wide polyethylene tape with pressure sensitive adhesive. 2. PVC termination bar with pre -drilled holes. 3. All accessories provided by vapor barrier manufacturer. C. Manufacturers: 1. Fortifiber Building Products, www.fortifiber.com. 2. Poly -America, www.yellowguard.com. 3. Reef Industries,www.reefindustries.com. 4. Stego Industries, www.stegoindustries.com. Department of Public Works 03 30 00-5 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park 5. Substitutions: Under Provisions of Product Requirements: Section 01 60 00. 2.6 ACCESSORIES A. Underlayment: ASTM D226, Type I (No. 15) asphalt saturated roofing felt. B. Bonding Agent: ASTM C932; Weld -Crete as manufactured by Larsen Products Corp., www.larsenproducts.com. C. Non -shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 7000 psi in 28 days. D. Joint Filler: ASTM D1751, 1/2 inch thick. E. Sand Fill: Manufactured "crusher run" sand free of silt, clay, loam, friable or soluble materials or organic matters, all passing the No. 4 sieve and only 5 percent passing the No. 200 sieve. F. Curing, Hardening and Vapor Barrier Compound: ASTM C1315, Type I, Class A and ASTM C309, Type 1, Class A, with maximum volatile organic compound (VOC) content rating as required to suit regulatory requirements. Material to have no less than 34 percent penetrating solids, have no visible sheen and be compatible with floor finish materials and overlayments. Provide the following: 1. PMC 3300 Penetrating Sealer manufactured by Curranseal, www.curranseal.com. G. Sealing Compound: Ashford Formula manufactured by Curecrete Distribution, Inc., www.ashfordformula.com. H. Chemical Concrete Stain: Penetrating reactive concrete stain and clear sealer of color selected by Owner's Representative. Subject to compliance with requirements provide one of the following: 1. Blush -Tone Acid Stain as manufactured by Rafco Products Co., www.brickform.com. 2. Lithochrome Chemstain as manufactured by L.M. Scofield Co., www.scofield.com. 3. ChlorStain as manufactured by Super Stone, Inc., www.superstone.com. 4. Patina Stain System as manufactured by the Symons Corporation, www.symons.com. 5. SGS Concrete Stain as manufactured by Solomon Grind Chemical Services, www.solomoncolors.com. 2.7 CONCRETE MIX Department of Public Works 03 30 00-6 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park A. Mix concrete in accordance with ASTM C94 and ACI 318, Section 5.3. B. Footings: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 3,000 psi at 28days. 2. Maximum Water -Cement Materials Ratio:0.60. 3. Aggregate Size: 1-1/2 inch maximum. 4. Slump Limit: 4 inch minimum, 6 inch maximum. 5. Fly Ash: Maximum 25 percent byweight. C. Foundation Walls: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 4,000 psi at 28days. 2. Maximum Water -Cement Materials Ratio:0.60. 3. Aggregate Size: 1-1/2 inch maximum. 4. Slump Limit: 4 inch minimum, 6 inch maximum. 5. Fly Ash: Maximum 25 percent byweight. D. Slabs -On -Grade: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 2,500 psi at 28days. 2. Minimum Cement Materials Content: 540 Ib./cu.yd. 3. Maximum Water -Cement Materials Ratio:0.45. 4. Aggregate Size: 1 inch maximum. 5. Slump Limit: 3 inch minimum, 5 inch maximum. 6. Fly Ash: Maximum 25 percent byweight. E. Building Walls: Proportion normal weight concrete mixture as follows: 1. Minimum Compressive Strength: 4,000 psi at 28days. 2. Maximum Water -Cement Materials Ratio:0.60. 3. Aggregate Size: 1-1/2 inch maximum. 4. Slump Limit: 4 inch minimum, 6 inch maximum. 5. Fly Ash: Maximum 25 percent byweight. 6. Waterproofing Admixture: 3 percent by weight of cement. Department of Public Works 03 30 00-7 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park PART 3 - EXECUTION 3.1 INSPECTION A. Verify anchors, seats, plates, reinforcement, and other items to be cast into concrete are accurately placed, held securely, and will not cause difficulty in placing concrete. 3.2 PREPARATION A. At locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels, and pack solid with non -shrink grout. B. Place 2 inch thick sand fill over subgrade. C. Compact sand fill as specified in Section 31 20 00-Earth Moving. D. Install underlayment over wood subfloor. Lap joints 6 inches. Fasten in place. 3.3 VAPOR BARRIER A. Install vapor barrier in compliance with ASTM E1643 under interior slabs over sand subgrade. B. Install vapor barrier to exterior surface of below grade building foundation walls and grade beams. Seal to vertical surface of foundation wall with pressure sensitive tape and termination bar at an elevation consistent with the top of the adjacent finish grade. C. Lay vapor barrier with long dimension parallel with long dimension of space. D. Lap vapor barrier over footing and seal to vertical surface of interior foundation wall with pressure sensitive tape and termination bar at an elevation consistent with the top of the slab. E. Overlap all joints in vapor barrier 6 inches and seal with tape. F. Seal all pipe penetrations of vapor barrier with pipe boot fabricated from vapor barrier material and tape. G. Repair damaged areas with vapor barrier, overlapping damaged area by 6 inches and taping all four sides. 3.4 PLACING CONCRETE A. Notify Owner's Representative minimum 24 hours prior to commencement of concreting operations. B. Place concrete in accordance with ACI 301. C. Hot Weather Placement: ACI 305R. 1. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is Department of Public Works 03 30 00-8 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park calculated to total amount of mixing water. 2. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete in hot weather. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. D. Cold Weather Placement: ACI 306R. When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 306R. E. Ensure reinforcement, inserts, embedded parts and formed joints are not disturbed during concrete placement. F. Do not disturb or damage vapor barrier while placing concrete. Repair damage as required to maintain integrity of barrier. G. Place concrete continuously between predetermined construction and controljoints. Do not break or interrupt successive pours such that cold joints occur. H. Place interior floor slabs on fill in a strip sequence pattern. Excessive honeycomb or embedded debris in concrete is not acceptable. 3.5 JOINTS A. Saw cut control joints at an optimum time after finishing. Use 3/16 inch thick blade, cutting 1/3 into depth of slab thickness. B. Provide control joints at 15 feet on center unless otherwise indicated on plans. C. Where indicated on the drawings, separate slabs from vertical surfaces with joint filler. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface. 3.6 FLOOR SLAB JOINT FILLING AND CRACK REPAIR A. Prepare, clean, and install joint repair material according to manufacturer's written instructions. B. Defer joint filling and crack repair until concrete has aged a minimum of 60 days. C. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry. D. Mechanically V-groove as necessary all saw cuts, joints, and cracks, to a minimum width of 1/4 inch and a minimum depth of 5/8 inch. E. Fill bottom of joint to a depth of at least 3/16 inch with semi -rigid epoxy. F. Place silica sand over epoxy filler. G. Fill all saw cuts, joints, and cracks with cement based joint repair material to top of concrete surface. Department of Public Works 03 30 00-9 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park H. Steel trowel edges of joint repair material to a feather edge to match adjacent floor elevation. I. Apply curing, hardening and vapor barrier compound over repaired joints, saw cuts and cracks. 3.7 FINISHING OF FORMED SURFACES A. Rough form finish: 1. Leave surfaces with the texture imparted by forms, except patch tie holes and defects. 2. Remove fins exceeding 1/4 inch in height. Keep fins where board formed concrete walls are indicated. 3. Use for below grade foundation walls, concealed spaces, and building wall exterior shown as board form finish. B. Smooth form finish: 1. Coordinate as necessary to secure form construction using smooth, hard, uniform surfaces, with number of seams kept to a practical minimum and in a uniform and orderly pattern. 2. Patch tie holes and defects. 3. Remove fins completely. 4. Use for exposed finish surfaces to receive paint and surfaces to receive tile finish. C. Smooth rubbed finish: 1. Produce on newly hardened concrete no later than the day following form removal 2. Wet the surfaces and rub with carborundum brick or other abrasive until uniform color and texture are produced. 3. Do not use a cement grout other than the cement paste drawn from the concrete itself by the rubbing process. 4. Use for exposed finish surfaces to receive clear sealer. 3.8 FINISHING SLABS A. Uniformly spread, screed, and consolidate concrete. Do not spread concrete by vibration B. Float Finish: Float with hand float or with a powered disc float. High spots to be cut down and low spots to be filled. Use as preparation for further finishing. C. Scratched Finish: Mechanically float surfaces. Roughen with stiff brushes before final set. Use for tile with full bed setting systems and where indicated. D. Troweled Finish: After floating, steel trowel to smooth, mark free surface. Use for exposed floors and slabs to receive carpeting, resilient flooring, and where indicated. Department of Public Works 03 30 00-10 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park E. Fine Broom Finish: After floating and while the surface is still plastic, provide a fine textured finish by drawing a fine fiber bristle broom uniformly over the surface in one direction only. Use for floors and slabs to receive tile using the thin set setting method and where indicated. 3.9 SLAB TOLERANCES A. Maintain slab tolerance as defined in ACI 302.1 R of (SOV) FF35 and FL25 and (MLV) FF24 and FL17 as measured by ASTM E1155 for slabs on grade. B. Correct the slab surface if the actual FF/FL number for the floor installation measures less than required. C. After correction of slab surface to specified tolerance, apply curing, hardening and vapor barrier over corrected surface. D. In areas of floor drains, maintain floor levels at the walls and slope surface uniformly to drains at 1 /8 inch per foot. 3.10 CURING A. Apply curing, hardening and vapor barrier compound on all floor slabs that are not exposed and indicated to be sealed. B. Cure concrete surfaces in accordance with ACI 301. C. Spray apply curing, hardening and vapor barrier compound on finished slab surfaces located below grade, at grade, and above grade in two "wet on wet" flood coats at the total rate of 200 sq. ft./gallon in accordance with manufacturer's instructions. D. Application of compound shall be by a trained applicator acceptable to compound manufacturer. E. After application of curing, hardening, and vapor barrier compound, moist cure concrete using the following method: Spraying: Fog spray clean, potable water over floor slab areas and maintain moist for 10 days. 2. Polyethylene Film: Spread over floor slab areas, lap edges and sides, maintain in place for 10 days. 3.11 SEALING A. Apply sealing compound on finished floor slab surfaces that are not to receive a finished floor covering and are indicated to be exposed and sealed. B. Apply sealing compound immediately following finishing operation. C. Apply sealing compound in sufficient quantities to keep entire surface wet for a minimum of 30 minutes. Department of Public Works 03 30 00-11 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park D. Lightly mist surface with water as compound is absorbed into surface. E. Flush surface with water and squeegee surface free of excess compound. F. Burnish final concrete surface with propane burnisher. 3.12 PATCHING A. Notify Owner's Representative immediately upon removal of forms to determine areas that will require patching. B. Surface defects shall include color and texture irregularities, stains, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections and discolorations in the surface that cannot be removed by cleaning. C. Patch imperfections in accordance with AC1301. 3.13 DEFECTIVE CONCRETE A. Modify or replace concrete not conforming to required levels and lines, details, and elevations. B. Repair or replace concrete not properly placed or of the specified type. 3.14 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01 45 00. B. Owner's Inspector will take cylinders and perform slump and air entrainment tests in accordance with ACI 301 and will arrange for pick-up by Testing Laboratory. C. Three cylinders will be taken for every 50 yards, or fraction thereof, for each class of concrete for each day. D. Tests of cement and aggregates will be performed by Testing Laboratory to ensure conformance with requirements stated herein. E. Slab tolerance as measured by ASTM E1155 shall be performed within 72 hours of floor slab installation. F. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.15 PROTECTION A. Protect finished work under provisions of Section 01 60 00. B. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. Department of Public Works 03 30 00-12 Project# P 1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park C. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening ofconcrete. END OF SECTION Department of Public Works 03 30 00-13 Project# P1021 City of Santa Clarita Cast -in -Place Concrete Valencia Heritage Park SECTION 03311 GAME COURT CONCRETE PART 1 — GENERAL Application and construction procedures shall conform with requirements of the Standard Specifications for Public Works Construction latest edition and any supplements. 1.1 SECTION INCLUDES A. Furnish materials, equipment and perform labor required to execute this work as indicated on the Project Plans, as specified and as necessary to complete the contract, including but not limited to these major items: 1. Concrete Finish 2. Joints and Caulking 3. Setting of items to be inserted into concrete 4. Foundations and Bases for Poles and Sleeves 5. Concrete Curing 6. Concrete Testing - All testing shall be as required by the Standard Specifications for Public Works Construction Section 303-2.4. 7. Testing materials and workmanship shall conform to the requirements of Section 303 of the Standard Specifications for Public Works Construction. 1.2 RELATED WORK Section 01340 Submittals Section 02210 Earthwork and Grading Section 03200 Concrete Reinforcement Section 03300 Cast -In -Place Concrete 1.3 PRODUCT SUBMITTALS / SHOP DRAWINGS A. Comply with pertinent provisions of Section 01340. B. Product Data: Within fifteen (14) working days after the Contractor has received the Notice to Proceed from Owner, submit: 1. Materials list of items proposed to be provided under this Section; Department of Public Works 03311-1 Project# P1021 City of Santa Clarita Game Court Concrete Valencia Heritage Park 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the work. C. Samples: Accompanying the Shop Drawings, submit: 1. Sample of each exposed member. 2. Samples of finish, showing complete range of color from darkest to lightest proposed for use on this work. Samples when approved by the Engineer, will be used to verify that finish actually furnished it within the approved range. 1.4 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Record prints shall be available on site and shall be reviewed by the Engineer at appropriate times before work is covered. 1.5 PRODUCT HANDLING AND STORAGE A. Deliver materials to the job site in original unopened containers bearing manufacturer's name and product designation. B. Store materials in accordance with manufacturer's printed instructions. PART 2 — PRODUCTS All materials shall conform to Section 201 of the Standard Specifications for Public Works Construction, Latest Edition. 2.1 GAME COURT CONCRETE A. Game court concrete shall conform to the requirements of Section 201-1 of the Standard Specifications for Public Works, Latest Edition, and shall be a 6 sack mix, 3/4 inch San Gabriel aggregate, 4 inch sump and develop 3,000 Department of Public Works 03311-2 Project# P1021 City of Santa Clarita Game Court Concrete Valencia Heritage Park pounds per square inch ultimate compressive strength at 28 days. No admixtures will be allowed. Contractor to submit design mix for approval 2 weeks prior to pouring concrete. B. Moist curing only, application of liquid curing compound is strictly prohibited. PART 3 — EXECUTION 3.1 SURFACE CONDITIONS Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. 3.2 GENERAL A. Install concrete and cement finish work true to lines, dimensions and levels. B. Remove and replace defective concrete or cement work with new materials. Permission to patch any defective areas, shall not be a waiver of the Engineer's right to require complete removal of defective work if patching does not restore quality and appearance of the work. C. No advertising impression, stamp or mark of any description will be permitted on surface of concrete or cement finish. D. The Contractor shall thoroughly study the project drawings to determine the extent of concrete slabs of which shall be included in the work of this section. E. The Contractor shall thoroughly study the project drawings to determine the extent of the following and similar items of concrete work which may occur, all of which shall be included in the work of this section. F. Foundations or bases for poles and sleeves. G. The Contractor shall provide the Concrete Contractor with detailed information concerning the location, sizes and elevation of any and all of the items of the work listed above. They shall also provide all anchor bolts, and other inserts that may be required, and shall check the setting thereof prior to the pouring of concrete. H. Game court shall receive a medium broom finish or other finish as recommended by court surfacing materials manufacturer. Cement finish surfaces shall be of such smoothness and evenness that they shall contact the entire length of a 10 feet steel straight edge laid in any Department of Public Works 03311-3 Project# P1021 City of Santa Clarita Game Court Concrete Valencia Heritage Park direction, with an allowance tolerance of 1/8 of an inch. Any operations necessary to achieve this result should be performed by the Contractor at no additional cost to the City. J. The Game Court Surfacing Contractor shall observe the placing and finishing of game court slabs and shall certify his acceptance prior to commencing surfacing operations. K. Record prints shall be available on site and shall be reviewed by the Engineer at appropriate times before work is covered. 3.3 INSPECTIONS A. Inspections will be provided by Engineer and City as necessary. Call for inspections 48 hours prior to need. B. The Contractor shall call for inspection during specific phases of construction. They shall include all formwork prior to pouring. C. Contractor shall notify the Engineer and City, a minimum of forty-eight (48) hours prior to pouring any concrete. D. Any work covered prior to inspection shall be opened to view by the Contractor at his own expense. 3.4 SNAP TIES The use of snap -ties or equal for all form work will be allowed for construction of sport court exposed surfaces. Contractor must provide all equipment, materials and labor to produce a smooth even surface of uniform texture, color and appearance, free of unsightly bulges, depressions and other imperfections. The Engineer shall be the sole judge in this respect. PART 4 — METHOD OF PAYMENT Payment for all work specified under this section shall be paid at the respective contract lump sum price or unit price as indicated and shall include all costs for installation, labor, materials, equipment, taxes, transportation costs and incidentals to accomplish the work as indicated in these Contract Documents and no additional compensation will be allowed. END OF SECTION Department of Public Works 03311-4 Project# P1021 City of Santa Clarita Game Court Concrete Valencia Heritage Park SECTION 05 05 23 METAL FASTENINGS PART1-GENERAL 1.1 SECTION INCLUDES A. Anchors and fasteners for connection to concrete and steel construction. B. General requirements for welding of steel products. C. Shrinkage -resistant grout and grouting of structural framing baseplates, equipment anchors and miscellaneous metal fabrications. 1.2 RELATED SECTIONS A. Section 05 50 00 - Metal Fabrications: Fabrications to be fastened, welded, and grouted. B. Section 07 62 00 - Sheet Metal Flashing and Trim: Fabrications from sheet metal, for weather protection. C. Section 09 90 00 — Painting and Coating: Field priming requirements for interior applications, for finish damaged during welding and other anchoring and fastening operations. D. Section 09 97 13 — Steel Coatings: Field priming requirements for exterior applications, for finish damaged during welding and other anchoring and fastening operations. E. Division 26 - Electrical: Equipment and system components to be anchored and fastened to building substrates. 1.3 REFERENCES A. American Welding Society (AWS): 1. AWS D1.1 - Structural Welding Code --Steel. 2. AWS D1.2 - Structural Welding Code --Aluminum. 3. AWS D1.3 - Structural Welding Code --Sheet Steel. 1.4 SUBMITTALS A. Product Data: Submit catalog data for all standard production products. 1.5 QUALITY ASSURANCE A. Inspection: Testing Agency will provide special inspection during all field welding, and high -strength bolt installations and tightening operations, expansion bolt installations and installations of epoxy -type anchors in concrete, in accordance with California Building Code (CBC) and in accordance with requirements specified in Section 01 45 00 - Quality Control. Department of Public Works 05 05 23-1 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park 1. Minimum qualifications of qualified welding inspector shall be those required for AWS Certified Welding Inspector (CWS), as defined in provisions of AWS QCI - Standard Guide for Qualifications and Certification of Welding Inspectors, published by American Welding Society. 2. Additionally, all welding inspectors shall be approved by Authority Having Jurisdiction (AHJ). 3. For expansion bolts and epoxy -type anchors in concrete, comply with California Building Code (CBC) Section 1916.3 and ACI 318 Appendix D. B. Welder Qualifications: Welders shall be qualified by tests as prescribed in AWS Standard Qualification Procedure, B3.0-41, to perform the type of welding required. C. Field -Verified Dimensions: Prior to fabrication, field verify dimensions and details of construction. Immediately report variances in writing to Owner's Representative. 1.6 PROJECT CONDITIONS A. Field Inspection of Fabricated Products: Prior to installation, inspect products for damage and verify markings and dimensions against reviewed submittals. B. Environmental Conditions: Do not install products intended for interior locations when spaces are uncovered and unprotected from inclement weather. C. Coordination: Coordinate metal fabrications Work with Work specified in other Sections so that related Work shall be accurately and properly joined. PART2-PRODUCTS 2.1 ANCHORS, FASTENERS AND ACCESSORY MATERIALS A. Anchors and Fasteners, General: Same material, color and finish as the metal to which applied, unless otherwise indicated. B. Exterior Exposure: Provide stainless steel. C. Type, Size and Spacing: Unless otherwise indicated, provide fasteners of type, grade and class required for intended use and sized and spaced as required for loads and substrate. D. Screw Head, Typical: Unless otherwise noted, exposed screws shall be phillips oval or flat head, countersunk. E. Steel Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with hex nuts, ASTM A 563 (ASTM A 563M); and, where indicated, flat washers. F. Stainless -Steel Bolts and Nuts: Regular hexagon -head annealed stainless -steel bolts, nuts and, where indicated, flat washers; ASTM F 593 (ASTM F 738M) for bolts and ASTM F 594 (ASTM F 836M) for nuts, Alloy Group 1 (Al). G. Anchor Bolts: ASTM F 1554, Grade 105. Provide hot -dip or mechanically deposited, zinc -coated anchor bolts where item being fastened is indicated to be galvanized. Department of Public Works 05 05 23-2 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park H. High -Strength Threaded Fasteners: 1. Heavy hex structural bolts: ASTM A 325, Type 1, Supplementary Requirements S.1, with threads included in shear plane and marked "A 325 T," unless otherwise noted on Contract Drawings. a. Conform to the provisions of California Building Code (CBC), Section 1704A.3.3. and Section 2204.2. b. Manufacture with identifying mark placed on top of the head. 2. Washers: a. Hardened Type: ASTM F 436, Type 1, style as required. b. Direct Tension Load Indicating Type: ASTM F 959 Type 325 or Type 490. 3. Nuts: ASTM A 563, Heavy Hex, Grade C, plain (non -zinc coated). 4. Option: At Contractor's option the following bolts may be used with standard washers instead of direct tension load indicating type, where required: a. Load Indicator Bolts, manufactured by Bethlehem Steel Corporation. b. Tension Steel Bolts, manufactured by Bristol Machine Company. c. Tension Control Bolts, manufactured by Lejeune Bolt Company. I. Threaded Rod: For threaded stud anchors, all -thread rod complying with ASTM F 1554, 55 ksi, weldable. J. Lag Screws and Bolts, Steel: ANSI B18.2.1, type and grade best suited for the purpose, hexagonal or square head. K. Plain Steel Screws: FS FF-S-85, FS FF-S-92 and FS FF-S-111; type and grade best suited for the purpose. L. Stainless Steel Screws: AISI 300 Series. M. Self -Drilling Metal Fasteners: TEKS by Buildex Division, Illinois Tool works, Inc. N. Machine Screws: ASME B18.6.3 (ASME B18.6.7M). O. Plain Washers: Round, ASME B18.22.1 (ASME B18.22M). P. Lock Washers: Helical, spring type, ASME B18.21.1 (ASME B18.21.2M). Q. Toggle Bolts: Not permitted. Depending upon substrate, use expansion anchor or use screw into appropriate backing material. R. Concrete Anchors, Epoxy Adhesive Type: Manufacturer, product, type, and size as identified on Structural Drawings. If products are not indicated on Drawings, then provide anchors as directed by the Owner's Representative (Structural Engineer) and approved by Authority Having Jurisdiction (AHJ). Equivalent products of other manufacturers will be acceptable in accordance with the "or Department of Public Works 05 05 23-3 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park equal" provision specified in Section 01 60 00 - Product Requirements, if approved by Authority Having Jurisdiction (AHJ). S. Concrete and Masonry Anchors, Wedge -Type: Manufacturer, product, type, and size as identified on Structural Drawings. If products are not indicated on Drawings, then provide anchors as directed by the Owner's Representative (Structural Engineer) and approved by Authority Having Jurisdiction (AHJ). Equivalent products of other manufacturers will be acceptable in accordance with the "or equal" provision specified in Section 01 60 00 - Product Requirements, if approved by Authority Having Jurisdiction (AHJ). T. Concrete and Masonry Anchors, Self -Threading: Manufacturer, product, type, and size as identified on Structural Drawings. If products are not indicated on Drawings, then provide anchors as directed by the Owner's Representative (Structural Engineer) and approved by Authority Having Jurisdiction (AHJ). Equivalent products of other manufacturers will be acceptable in accordance with the "or equal" provision specified in Section 01 60 00 - Product Requirements, if approved by Authority Having Jurisdiction (AHJ). U. Fiber Plugs and Screws: Not permitted. V. Lead Expansion Shields: Not Permitted. W. Powder -Actuated Driven Fasteners: Comply with notes on Drawings and the following. Use only if acceptable to Owner's Representative (Structural Engineer), generally not permitted where not specifically indicated or in load -bearing installations; Fed Spec FF-P-395 or Fed Spec GGG-D-777; as produced by ITW Ramset/Red Head, Wood Dale, IL (708/350-0370; regional representative, City of Commerce, CA, (California) 800/368-9724 or (National) 800/227-1823) in compliance with ICC Evaluation Service, Inc. (ICC ES) Evaluation Report ER-1147. Equivalent products by Hilti Corporation, Tulsa, OK (918/627-9711 or 800/879-8000), will be acceptable in accordance with the "or equal" provision specified in Section 01 60 00 - Product Requirements. X. Welding Rods and Bare Electrodes: As indicated on (Structural) Drawings for welding of structural (load -bearing) members. If not indicated, select rods and electrodes in accordance with AWS D1.1 - Code for Welding in Building Construction, applicable to metal alloy to be welded. 2.2 GROUTING COMPOUNDS A. Specified Manufacturers: Products of the following manufacturers are specified and will be acceptable provided they comply with referenced standards all other requirements of the Contract Documents: Dayton Superior Corporation, Chemical Operations, Oregon, IL (815/732-3136 or 800/745-3707; local office, Santa Fe Springs, CA, 310/946-5504 or 800/745-3701). Euclid Chemical Co., Cleveland, OH (216/531-9222 or 800/321-7628). 3. L&M Construction Chemicals, Inc., Omaha, NE (402/453-6600 or 800/362-3331). Department of Public Works 05 05 23-4 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park 4. Master Builders Technology, Inc., Cleveland, OH, (216/831-5500; local representative, Rancho Cucamonga, CA, 909/466-6267). 5. W.R. Meadows, Inc., Elgin, IL (700/683-4500; local representative Walnut, CA, 909/469-2606 or 800/342-5976). 6. The Rawl Plug, Inc., New Rochelle, NY (914/235-6300). 7. Sika Corporation, Lyndhurst, NJ (201/933-8800; local representative, Santa Fe Springs, CA, 310/941-0231). 8. BASF Building Systems, Inc. (Sonneborn brand), Shakopee, MN (952/496-6000 or 800/433- 9517). B. Acceptable Manufacturers: Equivalent products of other manufacturers, including those listed below, will be acceptable in accordance with the "or equal" provision specified in Section 01 60 00 - Product Requirements. 1. The Burke Co., Buffalo, NY (716/832-5959; local representative, Fountain Valley, CA, 714/556- 4510). 2. Larsen Products Corp., Rockville, MD (301/770-5200 or 800/633-6668). 3. Tamms Industries Co. (A.C. Horn), Mentor, OH (216/974-2399 or 800/218-2667; local representative, Los Angeles, CA, 213/269-1846). 4. Thoro System Products, Miami, FL (800/327-1570). 5. Stonhard, Inc., USA, Maple Shade, NJ (800/736-9300). 6. Symons Corporation, Des Plaines, IL (708/298-3200; local representative, Industry, CA, 818/330-6855). C. Metallic Shrinkage -Resistant Grout: For filling under equipment and interior miscellaneous metal fabrications; pre -mixed factory -packaged compound, metallic aggregate, minimum 5000 psi 28-day compressive strength. Confirm product selection with manufacturer's recommendations for intended use. 1. Firmix by Euclid Chemical Co. 2. Ferrogrout by L&M Construction Chemicals, Inc. 3. Embeco 636 or Embeco 885 by Master Builders Technology, Inc. 4. Kemox G by Sika Corporation. 5. Ferrolith G by BASF Building Systems (Sonneborn). D. Non -Metallic Shrinkage -Resistant Grout: For filling around anchors for exterior miscellaneous metal fabrications; pre -mixed, non-metallic, non -corrosive, non -staining product containing selected silica Department of Public Works 05 05 23-5 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park sands, portland cement, shrinkage compensating agents, plasticizing and water -reducing agents, complying with CE-CRD-C621, minimum 5000 psi 28-day compressive strength. 1. Sure Grip Grout by Dayton Superior. 2. Euco N.S. by Euclid Chemical Co. 3. Crystex by L&M Construction Chemicals, Inc. 4. Masterflow 713 or Masterflow 928 by Master Builders Technology, Inc. 5. Sealtight 588 Grout by W.R. Meadows. E. Shrinkage -Resistant Setting Grout: For setting railing posts and similar components in sleeves or blockouts in concrete; pre -mixed, natural aggregate, minimum 5000 psi 28-day compressive strength, Master Builders Technology, Inc., Set Grout. F. Non -Shrink Polymer (Epoxy) Grout: For setting anchor bolts in concrete. 1. For anchor bolts for structural members: Foil Fast Injection Gel Anchor System by The Rawl Plug, Inc., New Rochelle, NY (914/235-6300), or approved equal. 2. For anchor bolts for non-structural components: Polymer (epoxy) grout, Brutem MP or AB by Master Builders Technology, Inc., as recommended by manufacturer for intended use. PART 3 - EXECUTION 3.1 PREPARATION A. Preparation for Cutting and Fitting: Obtain Owner's Representative's review prior to site cutting or making adjustments not indicated. B. Welding Preparation: Clean and strip site primed steel items to bare metal where site welding is indicated. C. Blocking and Bracing: Make provision for erection loads with temporary bracing. Keep work in alignment. D. Coordination with Cast in Place Concrete: Furnish setting templates and place items required to be cast into concrete, as specified in Section 03 21 00 - Reinforcing Steel. 3.2 INSTALLATION, TYPICAL A. Installation, General: Install items plumb and level, accurately fitted, free from distortion or defects. B. Field Welding: Perform field welding in accordance with AWS D1.1. 3.3 BASES AND BEARING PLATES Department of Public Works 05 05 23-6 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park A. Setting Bases and Bearing Plates: Clean concrete and masonry bearing surfaces of bond -reducing materials and roughen to improve bond to surfaces. Clean bottom surface of base and bearing plates. Set loose and attached base plates and bearing plates for structural members on wedges or other adjusting devices. 2. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims, but if protruding, cut off flush with edge of base or bearing plate prior to packing with grout. 3. Pack grout solidly between bearing surfaces and bases or plates to ensure that no voids remain. Finish exposed surfaces, protect installed materials, and allow to cure. 4. For proprietary grout materials, comply with manufacturer's instructions. 3.4 FIELD CONNECTIONS A. Field Connections, General: Conceal connections where possible. Otherwise, make countersinks for concealment after fabrication, except where noted. 2. Provide lugs, clips, anchors, and miscellaneous fastenings necessary for complete assembly and installation. 3. Fit or miter to hairline tolerances. 4. Component parts of built-up members shall be well -pinned with closely fitted contact. B. Coordination: Make provisions to connect metal fabrications with or to receive Work specified in other Sections. C. Joints Exposed to Weather or Water: Fabricate and secure joints to keep water out or provide adequate drainage of water that penetrates. D. Installation and Testing of Expansion Anchors: Comply with anchor manufacturer's installation instructions and conditions of approval in applicable ICC Evaluation Service, Inc. (ICC ES) Evaluation Report (ER). Test installed expansion anchors as directed by Authority Having Jurisdiction (AHJ). 3.5 ANCHORING POSTS AND RAILINGS A. Post Anchors Grouted in Concrete: Anchor posts by forming or core -drilling holes not less than 5 inches (125 mm) deep and 3/4 inch (20 mm) greater than outside diameter of post. 1. Clean holes of all loose material, insert posts, and fill annular space between post and concrete with non -shrink grout, mixed and placed to comply with grout manufacturer's instructions and recommendations. 2. Unless otherwise indicated, leave joint at post base exposed, wipe off surplus grout material and leave 1/8-inch (3-mm) build-up, sloped away from post. Department of Public Works 05 05 23-7 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park B. Posts and Railings Bolted to Substrate: Use fasteners as indicated or, if not indicated, sized to suit dead and live loads. Coordinate framing and backing installation at steel and wood framing to provide suitable supports. 1. Where indicated, make connections to concrete and masonry substrates by bolting with expansion anchors. 2. Where indicated, make connections to steel shapes by through -bolting. 3. Where indicated, make connections to cold -formed steel stud or joist framing or sheet backing by screwing with sheet metal screws. 4. Where indicated, make connections wood substrates using lag bolts into wood framing or blocking. 5. Where indicated, install removable railing and fence sections in slip -fit metal sockets embedded into concrete. Accurately locate sockets to match post spacing. 6. Toggle bolts will not be acceptable. 3.6 FIELD WELDING A. Field Welding: Weld joints, corners, and seams continuously in compliance with AWS D1.1 and the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. 5. Re -weld to fill holes. Putties and fillers will not be accepted. 6. Do not field weld galvanized components to remain unfinished. Grind welds smooth and flush with base material. B. Welding Inspection and Testing: Inspect and test welds during installation of load -carrying components as follows: 1. Certify welders and conduct inspections and tests as required. Record types and locations of defects found in work. Record Work required and performed to correct deficiencies. 2. Perform visual inspection of all welds. 3. Perform ultrasonic inspections of full penetration groove welds in compliance with ASTM E 164. Department of Public Works 05 05 23-8 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park 3.7 CLEANING AND TOUCH-UP A. Cleaning: Perform initial cleaning immediately after completion of installation. Prepare surfaces for finish painting as specified in Section 09 90 00 - Painting, for interior locations, and Section 09 97 13 - Coatings for Exterior Steel, for exterior locations. B. Galvanizing Touch -Up: Touch up galvanizing immediately after installation, including after galvanizing is damaged due to field welding. Prepare surface and apply cold galvanizing compound in compliance with the manufacturer's instructions and recommendations. Refer to products and procedures specified in Section 05 05 13 — Shop -Applied Coatings for Metal C. Primer Paint Touch -Up: Immediately after erection or installation, touch up shop paint. Use products as specified in Section 09 90 00 - Painting, for interior locations, and as specified in Section 09 97 13 - Coatings for Exterior Steel, for exterior locations. Clean field welds, bolted joints, and areas where primer is damaged. Clean and primer paint welds and surrounding areas affected by welding. 3. Paint with material used for shop painting, minimum 3 mils dry film thickness. END OF SECTION Department of Public Works 05 05 23-9 Project# P1021 City of Santa Clarita Metal Fastenings Valencia Heritage Park SECTION 12 93 00 SITE FURNISHINGS PART 1-GENERAL 1.1 DESCRIPTION All labor, materials equipment necessary for and incidental to performing all operations of work for this Section, complete as shown on the Plans or specified herein. Work includes, but is not necessarily limited to, the following: A. Benches B. Bike Racks C. Drinking Fountains D. Dog Play Equipment E. Shade Structures F. Site Fencing 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Section 32 13 13 Concrete Paving 1.3 GENERAL REQUIREMENTS A. General Examine Plans and Specifications and include all miscellaneous metal, which is specified in other Sections. Provide all connections, anchors, bolts, and other fastenings as required. Perform all cutting, punching, drilling, and tapping required for proper assembly of the work. All installations shall be done in accordance with manufacturer's specifications. B. Shop Drawings Submit shop drawings of all work herein showing layouts, sizes, and methods of construction and installation, including sizes and types of all fastening devices. C. Codes Materials and work shall conform to the governing Building Code. In case of conflict between these Specifications and the Building Code, the more stringent shall govern. D. Delivery Ensure that items to be set in concrete or in play areas are delivered at the proper time. E. Measurements Department of Public Works 12 93 00-1 Project# P1021 City of Santa Clarita Site Furnishings Valencia Heritage Park Verify all dimensions by taking field measurements. Proper fit and attachment of all items is required. All required fall zones shall be measured prior to installation of the play elements. F. Coordination Coordinate with other trades to effect prompt delivery of all materials needed for erection or installation. Identify all bolts or other loose materials. G. Storage Store materials in dry, protected areas. Protect from rusting, bleaching, and other damage. Remove any damaged items from site and replace at no cost to the City. H. Certifications Furnish to the City's representative copies of all material certifications. I. Trade Names or Equals Approval of equipment and materials offered as equivalents to those specified will be as set forth under Section 4, paragraph 4-1.6 of the Standard Specifications. J. Submit 6" x 6" color and finish sample for each site furnishing specified, except where noted under item B. PART 2-PRODUCTS 2.1 BENCHES A. Per Project Plans. 2.2 BIKE RACK A. Per Project Plans 2.3 DRINKING FOUNTAINS A. Per project Plans Provide domestic water connection and shut-off valve per Plans. 2.4 DOG PLAY EQUIPMENT A. Per Project Plans 2.5 SHADE STRUCTURES A. Per Project Plans 2.7 SITE FENCING Department of Public Works 12 93 00-2 Project# P1021 City of Santa Clarita Site Furnishings Valencia Heritage Park A. Per Project Plans PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Prior to work of this Section, carefully inspect previously installed work. Verify all such work is complete to the point where this installation may properly commence. B. Verify that work of this Section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pertinent portions of the referenced standards. C. In the event of discrepancy, immediately notify the Owner's Representative. D. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 INSTALLATION A. Dimensions upon which Work of this Section may be contingent are to be verified by the Contractor at the work site to ensure proper placement and fit of equipment in the allotted areas. B. Set and install site furnishings plumb, level, and true to line with a neat and finished appearance and in accordance with approved submittal and manufacturer's printed instructions. END OF SECTION Department of Public Works 12 93 00-3 Project# P1021 City of Santa Clarita Site Furnishings Valencia Heritage Park SECTION 31 00 00 EARTHWORK PART 1-GENERAL This Part and all Subparts shall conform to the following related documents: 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. 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. Standard Specifications: a. The "GreenBook": Standard Specifications for Public Works Construction (Latest Edition). b. The Grading Code and Manual of the County of Orange. C. Design Criteria and Standard Drawings for Water and Sewer Facilities, issued by the Santa Margarita Water District (Latest Edition). d. Caltrans-Manual of Traffic Controls for Construction and Maintenance Work Zones (Latest Edition). 2. Standard Drawings shall apply to the work to the extent referenced on the plans: a. Standard Plans, issued by the County of Orange, Resources and Development Management Department (Latest Edition). b. Standard Plans for Public Works Construction (Latest Edition). C. Reference Documents: SUMMARY D. Section Includes: 1. Preparing subgrades for slabs -on -grade, walks, pavements, lawns and grasses, and exterior plants. 2. Excavating and backfilling for buildings and structures. 3. Drainage courses for concrete slabs -on -grade. 4. Subbase course for concrete pavement. 5. Subbase and base course for asphalt paving. 6. Subsurface drainage backfill for walls and trenches. Department of Public Works 31 00 00-1 Project# P1021 City of Santa Clarita Earthwork Valencia Heritage Park 7. Excavating and backfilling trenches for utilities and pits for buried utility structures. 1.2 UNIT PRICES 1.3 DEFINITIONS 1.4 SUBMITTALS 1.5 QUALITY ASSURANCE 1.6 PROJECT CONDITIONS (WORK SITE MAINTENANCE) 1.7 SOIL REMOVAL PART 2 — PRODUCTS Products in this Part and all Subparts shall conform to the documents referenced in Part 1 — General. Products include, but are not limited to the following: 2.1 SOIL MATERIALS 2.2 ACCESSORIES A. Warning Tape: Acid- and alkali -resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously in- scribed with a description of the utility; colored as follows: 1. Red: Electric. 2. Yellow: Gas, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. 6. Purple: Reclaimed Water System. B. Detectable Wire: Tracer wire shall be provided for plastic piping. Insulated No. 12 copper tracer wire shall be buried with the pipe and ends brought to surface. C. Drainage Geotextiles D. Erosion Control Geotextiles E. Separation Geotextiles PART 3 — EXECUTION Execution of all related work in this Section shall conform to the documents referenced in Part 1 - General. Execution includes, but is not limited to the following: Department of Public Works 31 00 00-2 Project# P1021 City of Santa Clarita Earthwork Valencia Heritage Park 3.1 PREPARATION 3.2 DEWATERING 3.3 EXCAVATION, GENERAL 3.5 EXCAVATION FOR STRUCTURES 3.6 EXCAVATION FOR WALKS AND PAVEMENTS 3.7 EXCAVATION FOR UTILITY TRENCHES 3.8 APPROVAL OF SUBGRADE 3.9 UNAUTHORIZED EXCAVATION 3.10 STORAGE OF SOIL MATERIALS 3.11 BACKFILL 3.12 UTILITY TRENCH BACKFILL 3.13 FILL 3.14 MOISTURE CONTROL 3.15 COMPACTION OF BACKFILLS AND FILLS 3.16 GRADING 3.17 SUBSURFACE DRAINAGE 3.18 BASE COURSES 3.19 DRAINAGE COURSE 3.20 FIELD QUALITY CONTROL 3.21 TOLERANCES 3.22 CLEANING AND PROTECTION 3.23 DISPOSAL OF SURPLUS AND WASTE MATERIALS END OF SECTION Department of Public Works 31 00 00-3 Project# P1021 City of Santa Clarita Earthwork Valencia Heritage Park SECTION 31 10 00 SITE CLEARING PART 1 — GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Protecting existing trees and vegetation to remain. 2. Removing trees and other vegetation. 3. Removing above -grade site improvements. 4. Clearing and grubbing: including the removal and legal disposal of debris. 5. Preparing subgrades for slabs -on -grade, walks, pavements, lawns and grasses, and exterior plants. 6. Drainage courses for concrete slabs -on -grade. 7. Sub -base course for concrete pavement. 8. Subsurface drainage backfill for walls and trenches. 9. Excavating and backfilling trenches for utilities and pits for buried utility structures. B. Related Sections include the following: 1. Section 31 22 00 "Grading" 2. Section 31 23 00 "Excavation and Fill" 1.2 DEFINITIONS A. 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. B. Clean: To remove dirt clods, rocks, tree branches, and other items which may fall from hauling equipment or which can be "tracked" from the site. 1.3 MATERIALS CITYSHIP A. Except for materials indicated to be stockpiled or to remain on City property, cleared materials shall become Contractor's property and shall be removed from the site. 1.4 SUBMITTALS Department of Public Works 31 10 00-1 Project# P1021 City of Santa Clarita Site Clearing Valencia Heritage Park 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. B. Record drawings according to the General Requirements. Identify and accurately locate capped utilities and other subsurface structural, electrical, and mechanical conditions. 1.5 QUALITY ASSURANCE A. Pre -installation Conference: Conduct conference at Project site to comply with requirements in the General Requirements 1.6 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on City's premises where indicated. C. Notify utility locator service for area where Project is located before site clearing. PART 2 — PRODUCTS 2.1 IMPORTED SOIL MATERIALS, IF REQUIRED A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Division 31 Section "Grading." 1. Obtain approved borrow soil materials off -site when satisfactory soil materials are not available on -site. 2. Must be `Red Fire Ant' free see Section — Construction Specifications E VI 2.2 ACCESSORIES B. Warning Tape: Acid -and alkali -resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility; colored as follows: Red: Electric 2. Yellow: Gas, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. Department of Public Works 31 10 00-2 Project# P1021 City of Santa Clarita Site Clearing Valencia Heritage Park 5. Green: Sewer systems. 6. Purple: Reclaimed Water System C. Detectable Wire: Tracer wire shall be provided for plastic piping. Insulated No. 12 copper tracer wire shall be buried with the pipe and ends brought to surface D. Drainage Geotextiles E. Erosion Control Geotextiles F. Separation Geotextiles PART 3 — EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Provide erosion -control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Protect existing site improvements to remain from damage during construction. 3.2 TREE PROTECTION A. Erect and maintain a temporary fence around drip line of individual trees or around perimeter drip line of groups of trees to remain. Remove fence when construction is complete. 1. Do not store construction materials, debris, or excavated material within drip line of remaining trees. 2. Do not permit vehicles, equipment, or foot traffic within drip line of remaining trees. B. Do not excavate within drip line of trees, unless otherwise indicated. C. Where excavation for new construction is required within drip line of trees, hand clear, and excavate to minimize damage to root systems. Use narrow -tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible. 1. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. 2. Cover exposed roots with wet burlap to prevent roots from drying out. Backfill with soil as soon as possible. D. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Engineer. 1. Employ a qualified arborist, licensed in jurisdiction where Project is located to submit details of proposed repairs and to repair damage to trees and shrubs. Department of Public Works 31 10 00-3 Project# P1021 City of Santa Clarita Site Clearing Valencia Heritage Park 2. Replace trees that cannot be repaired and restored to full -growth status, as determined by the qualified arborist. 3.3 UTILITIES A. City will turn off existing City utilities and Contractor shall disconnect, seal, or re-route indicated utilities that serve existing structures before site clearing when requested by Contractor as indicated on the drawings. Verify that utilities have been disconnected and capped before proceeding with site clearing. 2. If any existing utilities are damaged during the construction, Contractor shall immediately contact City Facilities and repair damages to the satisfaction of the City's Representative at Contractor's own cost. B. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. City will arrange to shut off indicated City utilities when required by Contractor. 2. Arrange to shut off indicated non -City utilities with utility companies. C. Existing Utilities: Do not interrupt utilities serving facilities occupied by City or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Notify City Representative not less than fourteen (14) working days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without City Representative's written approval. 3.4 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Completely remove stumps, roots, obstructions, and debris extending to a depth of 18 inches below exposed sub -grade. 4. Use only hand methods for grubbing within drip line of remaining trees. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding 8-inch (200-mm) loose depth, and compact each layer to a density equal to adjacent original ground. Department of Public Works 31 10 00-4 Project# P1021 City of Santa Clarita Site Clearing Valencia Heritage Park 3.5 SITE IMPROVEMENTS A. Remove existing above- and below -grade improvements as indicated and as necessary to facilitate new construction. B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. 1. Unless existing full -depth joints coincide with line of demolition, neatly saw -cut length of existing pavement to remain before removing existing pavement. Saw - cut faces vertically. 3.6 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials, including trash and debris, and legally dispose of them off City's property. END OF SECTION Department of Public Works 31 10 00-5 Project# P1021 City of Santa Clarita Site Clearing Valencia Heritage Park SECTION 31 22 00 GRADING PART 1 — GENERAL 1.0 GENERAL REQUIRMENTS: A. Permits: Contractor shall obtain and pay for all permits and compliance activities associated with Earthwork (e.g., grading, encroachment, and all utility permits). 1.1 RELATED DOCUMENTS AND REFERENCED STANDARDS A. Project Plans, Specifications and Contract Documents. B. Related Sections include the following: 1) Section 31 10 00 Site Clearing 2) Section 31 23 00 Excavation and Fill 3) Section 32 13 13 Concrete Paving 1.2 SUMMARY This section includes all earthwork operations associated with rough and precise grading (e.g., overexcavation, subgrade preparation, backfill and compaction), drainage and moisture control, hardscapes (e.g., pavement, slabs on grade and walkways) and trenching and backfilling of all underground facilities and foundations such that all improvements shown on the drawings can be constructed in strict conformance with the geotechnical investigation (not provided). All excess material, any excavated material (rock) which has a dimension of 3" or more is unsuitable as well as unsuitable fills as defined in the geotechnical investigation (not provided) for the project shall be removed and disposed of by the Contractor at an approved disposal site. All imported fill material shall be approved by the Engineer prior to transportation of the material to the project site. The limits of grading are the entire project site excepting the footprint of the existing structures to remain and as more specifically shown on the grading plan. 1.3 SUBMITTALS A. Grading placement plan: The contractor shall submit a placing plan to the Engineer for approval 10 days prior to beginning any grading operations. The plan shall include, but not be limited to, complete description, details, equipment lists, schedule and supporting calculations showing: 1) Compliance with the Geotechnical Investigation (not provided) and Project Plans. Sequencing of mass and precise grading operations. 2) Procedures for survey, obtaining final elevations (e.g., pad certification) and record drawings. 3) Methods of shoring, and the methods and monitoring (e.g., settlement, survey of foundations, video) of the removal and recompaction next to adjacent structures. 4) Methods of shoring and installation of major underground facilities (e.g., water main). Department of Public Works 31 22 00-1 Project# P1021 City of Santa Clarita Grading Valencia Heritage Park 5) Disposal site location and contact information. 6) Import site location and contact information along with laboratory analysis of properties of the soil to be imported, if any. 7) Methods of compaction. 8) Method(s) to dry oversaturated soils. 9) Excavation stability and safety. 1.4 QUALITY ASSURANCE A. All work shall be in strict conformance with the related documents and referenced standards outlined above. The Contractor shall attend a pre -grading conference with the appropriate authorities (e.g., City, City Project Engineer, Inspector, Independent Testing Firm) at least three (3) working days prior to starting work. :7_1:4dpm:j:%]11114aK 2.1 SOIL MATERIALS A. All materials shall be in strict compliance with the above outlined related documents and referenced standards. PART 3 - EXECUTION 3.1 PREPARATION A. All operations shall be in accordance with the related documents, referenced standards and NPDES requirements. All work shall meet all Federal, State and Local requirements for safety. All facilities, not to be demolished, shall be protected form damage at all times. 3.2 UTILITIES A. All utilities shall be appropriately permitted, at the contractor's expense, inspected, fabricated, and installed in accordance with the current standards and policies of each utility. 3.3 STORAGE OF SOIL MATERIALS A. Contractor shall designate a stockpile area on the grading placement plan submittal for approval. 3.4 FIELD QUALITY CONTROL A. All work shall be properly inspected, tested for conformance with the Plans, Specifications and Contract Documents. All nonconforming work shall be reworked, as directed by the Engineer, at the sole expense of the Contractor. 3.5 FINAL CERTIFICATION Department of Public Works 31 22 00-2 Project# P1021 City of Santa Clarita Grading Valencia Heritage Park A. Final certification shall be in conformance with the Grading Permit (e.g., Pad Certification and Compaction Reports). Building and other structure pad elevations shall be within a tolerance of + '/4 inch. Furthermore, the Contractor shall undertake all survey work to establish final grades, elevations, and utility locations and submit this information to the Engineer for approval prior to final acceptance. END OF SECTION Department of Public Works 31 22 00-3 Project# P1021 City of Santa Clarita Grading Valencia Heritage Park SECTION 31 23 00 EXCAVATION AND FILL PART 1 — GENERAL 1.1 DESCRIPTION: A. All labor, materials, etc. necessary for and incidental to performing all operations of the work for this section, complete as shown on the Drawings or specified herein. Work includes, but is not necessarily limited to, the following: Examine all other sections for work related to those other sections and required to be included as work under this section 2. Structural excavations for footings, grade beams, etc. 3. Backfill and compact 4. Provide de -watering and site drainage during construction 5. Remove surplus excavated materials from the site 6. Preparation of subgrade under slabs 7. Layout and setting of lines and levels B. Related Work in Other Sections: Storm Drainage Utilities - Section 33 40 00 2. Grading - Section 31 22 00 3. Concrete Paving - Section 03 00 00 C. Requirements: All work shall be done in accordance with applicable requirements provided in the "Standard Specifications for Public Works Construction," (current edition) 2. Permits, fees, and codes: Obtain all permits and pay all fees required in connection with this work. Any fees made necessary by the removal and dumping of debris shall be paid for by the Contractor. 3. Layout of the work: The Contractor shall be responsible for the accuracy of all layout of work and shall retain and pay for the services of a licensed surveyor or civil engineer to set the lines and grades and to stake out all construction. 4. Soils data: The geotechnical soils report should be reviewed by the Contractor. Information in report shall not relieve Contractor of responsibility for the work required. Logs of soil borings included in above -mentioned report do not constitute a guarantee of the uniformity of soil conditions over the entire site nor a guarantee against variations of the ground water level. There is not a Geotech report for this project. Department of Public Works 31 23 00-1 Project# P1021 City of Santa Clarita Excavation and Fill Valencia Heritage Park 5. Sub -grade preparation: The sub -grade shall be that portion of the ground upon which portland cement concrete or building floor slabs are to be constructed. The sub -grade shall be accurately shaped to the required elevations and shall not vary more than .10' above or below the required elevation. Within these limits, the elevations of the finished sub -grade shall conform to the elevations shown on the drawings when allowance is made for pavement and slab thicknesses to bring the area to finished elevation. 6. During the progress of the work, keep premises free from debris and waste material resulting from the work in this section. Upon completion, remove all surplus material and debris from the site. D. Benchmarks: Protect against dislocation and damage. Repair or replace any that are disturbed. E. Existing Utilities: Carefully protect all conduits, drains, pipes, and wires that are on the property. 2. Repair any damage to existing utilities resulting from work of this section. PART 2 — PRODUCTS A. Materials for compacted fill and backfill shall consist of material per recommendations of the soils geotechnical evaluation report. B. All products, such as imported fill, existing fill to be reused, gravel fill, etc. shall be approved by the Soils Engineer prior to use on this project. C. Refer to the soils geotechnical evaluation report for existing materials at the site and for requirements of any products to be used. PART 3 — EXECUTION 3.1 EXCAVATION: A. Excavate to the dimensions and elevations indicated. Remove all materials encountered, regardless of their nature. Adjust angle of slope shown for excavations as required during excavation to suit soil stability conditions encountered, as directed by Soils Engineer. If the excavation for footings is made below the elevations indicated on the drawings, fill the excavated portion with concrete of the strength and weight required for the footings. B. Should suitable bearing, as determined by the Soils Engineer, not be encountered at the depth indicated on the drawings for foundations, do not proceed further until instructions are given and the necessary measurements made for the purpose of establishing the additional volume of excavation. C. The bottoms of all footings and basement excavation shall be level, free of loose material, and approved by the Soils Engineer. D. Remove excavated materials not suitable for backfill from the site and dispose of without any additional cost to the City. Structural excavations for footings shall be done so as to Department of Public Works 31 23 00-2 Project# P1021 City of Santa Clarita Excavation and Fill Valencia Heritage Park provide ample working space to permit the placing of any required form work, and to allow the City adjacent areas to be effectively drained and kept free from standing water at all times. E. Excavations for footings which are carried below the required depth shall be re -filled to the required level with concrete at the Contractor's expense. F. Provide any shoring necessary to maintain the banks of excavations and to prevent any sloughing or caving -in, and as necessary to prevent damage of any kind which may occur in connection with this work. 3.2 SITE DRAINAGE: A. During the entire period that the excavations are open and the building sub -grades are exposed to the elements, perform corrective and protective grading to divert any surface and rainwater away from the open excavations in a legal manner. B. Promptly remove any water occurring in the excavations from any cause and keep the excavations continuously dry by relief trenches, by sumps and pumping, or by other suitable and effective methods. 3.3 BACKFILLING: A. After the concrete has been placed, the forms removed, and the concrete work approved, backfill, and compact the excavations to the indicated grades. Before placing backfill, remove all rubbish, wood, and debris from the excavations. B. Deposit backfill in loose 6" layers and compact to at least 90% of maximum density at optimum moisture content as determined by ASTM D1557. C. Do not backfill against waterproofed surfaces until such surfaces are properly protected and approved. D. Under no circumstances will flooding or jetting be permitted when backfilling. 3.4 GRADING Bring areas to be graded to the approximate finish grades and then scarify, moisten, and roll to obtain the required density. Scarify, moisten, and roll resulting high areas and low areas to obtain the required finish grades by cutting and filling. Finish grades shall be within a tolerance of 1/4" above or below the finish grade shown, less allowances for subsequent construction. Rough grades shall be within 0.10' of required elevations. A. OBSERVATION AND TESTING: The Soils Engineer will observe the filling and compacting operations so that he can state his opinion whether or not the fill was constructed in accordance with these specifications. The Soils Engineer will make field density tests in accordance with Test Method ASTM D1556 for each layer of fill. The Soils Engineer may make field density tests using nuclear density gauge and hand -driven tubes. Density tests may be made by intervals not exceeding 2' of fill height, provided all layers are tested. Density tests shall be made in the compacted materials below the surface where Department of Public Works 31 23 00-3 Project# P1021 City of Santa Clarita Excavation and Fill Valencia Heritage Park the surface is disturbed. If these tests indicate that the density or moisture content of any layer of fill or portion thereof does not meet the specified density or moisture content, the particular layer or portions shall be re -worked until the specified density and moisture content have been obtained. END OF SECTION Department of Public Works 31 23 00-4 Project# P1021 City of Santa Clarita Excavation and Fill Valencia Heritage Park SECTION 32 13 13 CONCRETE PAVING PART 1 -GENERAL 1.1 GENERAL CONDITIONS A. Requirements of "General Conditions of the Contract' and Division 1, "General Requirements," apply to work in this section with the same force and effect as though repeated in full herein. 1.2 SCOPE OF WORK A. Furnish materials. Labor, transportation, services, and equipment necessary to install site concrete paving as indicated on drawings and as specified herein. For concrete related to the tower, band shell and entry portals, refer to sheets SN-1 and SN-2. B. Work included in this section: 1. Formwork. 2. Reinforcing steel and dowels. 3. Concrete placement. C. Work related in other Sections: 1. Division 31 22 00 — Grading 2. Division 31 23 00 — Excavation and Fill 3. Division 32 — Irrigation System: Coordination of irrigation mainline PVC sleeving and lateral pipe. 1.3 REFERENCES A. ACI 211.1 — Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. B. ACI 301 — Specification for Structural Concrete for Buildings. C. ACI 304R — Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. D. ACI 305R — Hot Weather Concreting. E. ACI 306R — Cold Weather Concreting. F. ACI 308 — Standard Practice for Curing Concrete. G. ACI 309R — Guide for Consolidation of Concrete. H. ACI 318 — Building Code Requirements for Reinforced Concrete. I. ACI 347 — Recommended Practice for Concrete Formwork J. ASTM A 615 - Deformed and Plain Billet -Steel for Concrete Reinforcement. K. ADAAG — Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities Department of Public Works 32 13 13-1 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park L. ASTM C 31 — Standard Specification for Making and Curing Concrete Test Specimens in the Field. M. ASTM C 33 — Standard Specification for Concrete Aggregates N. ASTM C 39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. O. ASTM C 42 — Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. P. ASTM C 94 - Standard Specification for Ready Mix Concrete. Q. ASTM C 150 — Standard Specification for Portland Cement. R. ASTM C 143 — Test Method for Slump of Hydraulic Cement Concrete. S. ASTM C 172 — Standard Practice for Sampling Freshly Mixed Concrete. T. ASTM C 231 — Test Method for Sampling Air Content of Freshly Mixed Concrete by Pressure Method. U. ASTM C 260 — Specification for Air -Entraining Admixtures for Concrete. V. ASTM C 309 — Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete. W. ASTM C 494 Standard Specification for Chemical Admixtures for Concrete. X. ASTM C 979 — Pigments for Integrally Colored Concrete. Y. ASTM D 994 — Specification for Preformed Expansion Joint Filler for Concrete. Z. ASTM C 1064 — Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete. AA. ASTM D 1751 — Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction. BB. L.M. Scofield Tech -Data Bulletin D-203 — Application of Surface Retarder (for Retardant finished concrete). CC. CCR — California Code of Regulations, Title 24, Part 2, California State Accessibility Standards. DD. Southern California Chapter, American Public Works Association — Standard Specifications for Public Works Construction. EE. "Standard Specifications of the State of California" Business and Transportation Agency, Department of Transportation, latest edition. FF. CRSI — Manual of Standard Practice GG. SP-66 — ACI Detailing Manual Department of Public Works 32 13 13-2 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 1.4 SUBMITTALS A. In Accordance with Section 01 33 00: Procedures for submittals. B. Submit proposed mix design to testing laboratory for review prior to commencement of work. C. Paving Mix Designs: Provide documentation for each paving type specified on drawings. 1. Laboratory and Cement Test Reports: Submit six (6) copies of laboratory test reports for concrete materials and a certificate with each concrete mixer truck, stating mix design, PSI rating, slump, water and cement quantity, cement/water ratio, fine aggregate, and color additives. 2. Cement: a. Manufacturer and plant location. b. Cement type; Type IIN per Geotechnical Report — not provided 3. Admixtures: a. Manufacturer and plant location. 4. Sand: a. Source and type. 5. Aggregates: a. Source and type. 6. Signed certification from a licensed structural engineer. D. Submit manufacturer's instructions under provisions of Section 01 33 00. E. Submit concrete delivery tickets with the following: 1. Batch number 2. Mix by class or sack content with maximum size aggregate 3. Admixture 4. Air content 5. Slump 6. Time of loading 7. Total Weight / Cubic Yard / Certification by weigh master 8. Submit concrete test reports. F. Submit specification data "Cut Sheets" for integral color, color hardener, retarder, release agent, plastic dowel sleeves, chemical stain, curing agents, clear sealers, patching compounds, joint filler, admixtures, and accessory items. G. Submit material certificates for aggregates, reinforcing, and joint fillers. Department of Public Works 32 13 13-3 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 1.5 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. C. All material shall comply with the latest editions of the American Concrete Institute (ACI) and Uniform Building Code. Testing of Portland cement concrete shall apply to all site concrete (building, footings, flatwork, etc.) at the discretion of the City inspector. D. Mock -Ups: Contractor Mock -Ups: For each paving finish indicated on Drawings for review and approval by Engineer prior to production. Mock-up shall be provided in area designated by the City. Mock-up shall not be part of the production work. Sample shall be available for review thirty-six (36) hours prior to scheduled production pours and shall indicate specified color, finish, saw cuts and/or tooled control joints and expansion joints with sealant. Mock-up Panels: Prepare one mock-up panel at the project site to demonstrate proficiency of the contractor as well as determine the best procedures and degree of aggregate exposure. Mock-up panels shall be a minimum oW x 4' or as noted on the construction details. Contractor shall use the methods and materials proposed for use on the final installation. Uniformity in appearance of each panel shall be the responsibility of the contractor. The approved mock-up panel shall serve as a standard of appearance for the final work to be produced. Contractor Damage/Repair Mock -Ups: Provide a 2 x 2-foot "damage / repair" sample directly adjacent to each required mock-up for each paving type specified on project. Purpose of "damage / repair" sample are to clearly indicate Contractor's ability to repair damaged concrete to match existing, should damage occur during course of construction. E. Concrete Manufacturer Qualifications: Manufacturer of ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. F. Concrete Installer: Provide evidence to indicate successful experience in providing patterned concrete work similar to that specified herein and can demonstrate successful experience through past project documentation and references. 1. Experience: Minimum 5 years experience in the installation of concrete paving. 2. Demonstration of Experience: Minimum 5 projects which have been completed within the past 36 months utilizing similar products, scope, and complexity. Names and phone numbers of clients shall be submitted. 3. Supervision: Perform placement and finishing of concrete work under supervision of a person having a minimum of 5 years of experience in placement and finishing of products specified herein. 4. Submit qualifications to Owner's Representative for information purposes. Submit a resume of Project Manager and Superintendent who will be overseeing the work. Submit references to include company name, company personnel, telephone number and email addresses. Department of Public Works 32 13 13-4 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 5. Previous projects shall be located in San Diego, Los Angeles, Orange, Riverside, or San Bernardino Counties. A listing of projects and addresses shall be provided and shall be reviewed and approved by the City prior to any concrete placement and finishing. G. Slip Resistance: Provide a finish surface slip resistance coefficient of friction equal or greater than 0.6 for flat surfaces and 0.8 for ramps, when tested in accordance with ASTM F 489. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store Materials in dry and protected locations protect from damage. B. Do not change brand of cement nor source of aggregate during course of work. 1.7 SITE CONDITIONS A. Do not replace concrete when subbase surface temperature is less than 40 degrees F, nor when surface is wet. 1.8 COORDINATION A. Ensure that irrigation sleeves, electrical conduit, and other utility elements are accommodated and as built located prior to pouring concrete. 1.9 INSPECTION OF SITE A. Verify conditions at site that affect Work of this Section, and take field measurements as required. Report major discrepancies between Drawings and field dimensions to Owner's Representative prior to commencing work. PART2-PRODUCTS 2.1 BASE MATERIALS A. Aggregate Base: Crushed rock conforming to Section 200- 2.2 of the Standard specifications for Public Works Construction. 2.2 FORMS A. Form work to be new, #2 grade Douglas Fir, free of knots, checks, bows, and cracks. Unless otherwise indicated, construct formwork to provide continuous, straight, smooth exposed surfaces. 1. Provide form material with sufficient thickness to withstand pressure of newly placed concrete without bowing or deflection. 2. Provide forms that comply with US Product Standard PS 1 when applicable a. B-B High Density Overlaid Concrete Form, Class I b. B-B (Concrete Form) Plywood Class 1, Exterior Grade or better, edge sealed, with each piece bearing legible inspection trademark. 3. Form Coatings: Provide commercially formulated form -coating compounds that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. Department of Public Works 32 13 13-5 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 4. Form Ties: where applicable Provide factory -fabricated, adjustable length, removable or snap off metal form ties, designed to prevent deflection and to prevent spalling concrete surfaces upon removal. B. Conform to ACI 301. 2.3 READY MIXED CONCRETE A. Batched, mixed, and transported in accordance with ASTM C94 — "Specifications for Ready Mixed Concrete." 2.4 PORTLAND CEMENT A. Cement: ASTM C150 Types I, II and III, "Low Alkali" cement, Portland type, gray color, unless otherwise indicated on plans and details, from single source throughout the project. B. Use same brand of cement from single source throughout entire project for each paving type. C. Refer to Statement of Mix Design for cement type used. 2.5 FINE AGGREGATE A. Clean, hard, and durable washed concrete sand, gap -graded, conforming to ASTM C33, non - reactive, dependent on the type, color and etch of exposure desired. B. Use same fine aggregate from single source throughout entire project. C. Refer to Statement of Mix Design for fine aggregate type used. 2.6 COARSE AGGREGATE A. Clean, hard, and durable coarse aggregate, gap -graded, conforming to ASTM C33, non -reactive. B. Use same coarse aggregate from single source throughout entire project. C. Refer to Statement of Mix Design for coarse aggregate type. 2.7 WATER A. Potable, clean, fresh, free from deleterious materials such as oils, acids, and organic matter. 2.8 REINFORCING A. Reinforcing Steel: Configuring to ASTM A615, clean and free of rust, dirt, grease, or oils. #3 reinforcing steel shall be 40 grade #4 reinforcing steel shall be 40 grade #5 reinforcing steel shall be 60 grade B. Tie Wire: 16-gauge plain cold -drawn steel conforming to ASTM A82, lean, and free of rust, dirt, grease, or oils. C. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. Department of Public Works 32 13 13-6 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park D. Supports for Reinforcement: 1. Provide supports for reinforcement including bolsters, chairs, spacers, and other devices for spacing, supporting and fastening reinforcing bars in place. 2.9 CONCRETE MATERIALS A. Portland Cement: ASTM C 150 — Type II/V per Geotechnical Report. (not provided) B. Fly Ash: ASTM C 618 — Type F. The combined weight of fly ash conforming to ASTM C 618 shall not exceed 25% of the total weight of cementitious materials. C. Concrete Aggregate: ASTM C 33 — Class 4, non -reactive and as follows. Provide aggregates from single source. 1. Maximum aggregate size: 3/ ". D. Water: Clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete or reinforcement. 2.10 ADMIXTURES A. All admixtures shall be specified in the mix design. B. Chloride -containing Admixtures are not permitted C. Water -Reducing Admixture: ASTM 494, Type A. D. High -Range Water -Reducing Admixture: ASTM C 494, Type F or Type G. E. Water -Reducing and Retarding Admixture: ASTM C 494, Type D or E. F. Air -Entraining Admixtures: ASTM C 260 2.11 CONCRETE SURFACE RETARDERS/FINISHING AIDS A. Spray Applied, film forming top surface retarder, calibrated for specific sized aggregates and finish requirements without plastic covering. Color coded to allow for ease of application and verification of grade being used as well as even and complete coverage. Acceptable Materials: Optimus Flatwork Finish Retarders Hubcast Flatwork Finish Retarders (private label product) B. Spray applied protective weather -proofing and temporary water retention agent for Finish Retarders during inclement or extremely hot weather. Acceptable Materials: Rain -Shield All products distributed by Architectural Concrete Chemicals, 223 West Hampton Ave., Capital Heights, MD 20743, (800) 638-2672, www.acchemicals.com C. Manufacturer's Representative: Mike Davis Department of Public Works 32 13 13-7 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park Innovative Concrete Products & Marketing, Inc. 806 E. Pico Ave., Suite 1-253 San Clemente, CA 92672 949-498-7077 949-498-7027 Fax mike@icpmi.com 2.12 CONCRETE SURFACE SEEDED STONE AND AGGREGATE MATERIAL A. Not Required 2.13 STAMPED CONCRETE A. Not Required 2.14. CURING MATERIALS A. Curing Compound: ASTM C309 or better, concrete cure and sealer — "Clear" by Davis Colors or approved equal. B. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. Per sq. yd., complying with AASHTO M182, Class 2. C. Moisture -Retaining Cover: One of the following complying with ASTM C 171: 1. Waterproof paper. 2. Polyethylene film. 3. White burlap -polyethylene sheeting. 2.15 COLORED CONCRETE PIGMENTS a. Not Required 2.16 CONCRETE A. Prepare design mixes for each type and strength of normal -weight concrete by either laboratory trial batch or field experience methods as specified under ACI 301. B. Proportion mixes according to ACI 211.1 and ACI 301 to provide normal -weight concrete with the following properties. C. Exposed Sand Finishes: Use " Ready Mixed " concrete unless otherwise approved or specified; in accordance with ASTM C 94. Exposed Sand Finishes should meet or exceed the following criteria. 1. Compressive Strength: Minimum 2,500 psi strength at 28 days D. Sole Source Cements and Aggregates: All cements and aggregates shall be consistent from batch to batch for the entire project. E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by contractor when characteristics of materials, project conditions, weather, test results, or other circumstances warrant. 2.17 CONCRETE MIXING Department of Public Works 32 13 13-8 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park A. Ready -Mixed Concrete: Comply with requirements of ASTM C 94. 1. Reduce mixing and delivery time when air temperature is between 85 degrees and F and 90 degrees F and reduce mixing and delivery time from 1-1/2 hours to 75 minutes. Batch mixing at site is not acceptable. 2.18 EXPANSION JOINT FILLER AND JOINT SEALANTS A. Expansion joint filler and joint sealants. 1. Premolded joint filler shall be a non -bituminous flexible joint material. 1/4" poly -foam expansion joint as manufactured by W.R. Meadows, or approved equal, with pre -scored removable strip to allow for recess below the concrete surface to accept joint sealant. Submit sample to Owner's Representative for approval. 2. Joint sealers shall be two-part urethane sealer per plans. Color shall match paving surface color. Install per manufacturer's recommendations. Install silica sand over "wet" joint sealant (full coverage) to protect sealant until completely cured. 2.19 PLANT, EQUIPMENT, MACHINES AND TOOLS A. General: Plant, equipment, machines, and tools used in the workplace shall be subject to approval and shall be maintained in a satisfactory working condition at all times. 1. Provide equipment with capability of producing the required product, meeting or exceeding grade controls, thickness control and smoothness requirements as specified. 2. Use of equipment shall be discontinued if it produces unsatisfactory results. 3. Owner's Representative shall have access to the plant and all equipment to ensure proper operation and compliance with the specifications at all times during construction. PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. B. Verify that paving subgrade extends 1-foot beyond the outside edge of paving or curbing and has a positive outfall for trapped water. C. Proof -roll prepared subbase to check for unstable areas and verify need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. D. Remove loose material from compacted subbase surface immediately before placing concrete. E. Provide necessary chairs or supports and maintain position of reinforcing bars. F. Notify Owner's Representative minimum of 24 hours prior to commencement of concrete operations / placement. Department of Public Works 32 13 13-9 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 3.2 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace and secure edge forms, bulkheads, intermediate screed guides for paving to required lines, dimensions, grades, elevations, and profile. B. Install forms to allow continuous progress of Work and so that forms can remain in place at least 24 hours after placing concrete. C. Assemble formwork to permit easy stripping and dismantling without damaging concrete. D. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. E. Forms shall be braced to withstand the pressures developed and shall be tight to prevent the loss of mortar. Formed wall surface shall be free of any unevenness greater than '/4" when checked with a 10' straight edge. F. Concrete in walls with side slopes flatter than 3/:1 shall be placed on suitable material which has been overfilled, compacted and trimmed to true grade. Backforms shall be used where the side slope is 3/:1 or steeper. G. A clear non -staining form release agent which will not discolor nor affect the surface texture of the concrete and does not react with any ingredients of the concrete shall be used. H. Use flexible metal, 1" lumber or plywood forms to form radius bends. I. Check completed formwork and screeds for grade and alignment to following tolerances: 1. Top of Forms: Maximum 1/8-inch in 10-feet. 2. Vertical Face Longitudinal Axis: Maximum 1/8-inch in 10-feet. J. The Contractor shall include all fine grading and compaction with regard to setting forms during concrete placement. K. Provisions for other trades: Provide openings in concrete formwork and slabs to accommodate other trades, to include placement of underground sleeves. L. Placement in forms: Limit horizontal layers to depths with can be properly consolidated, but in no event greater than 24-inches. 1. Consolidate concrete by means of mechanical vibrators, inserted vertically in freshly placed concrete in a systematic pattern at close intervals. Penetrate previously placed concrete to ensure that separate concrete layers are knitted together. 2. Vibrate concrete sufficiently to achieve consistent consolidation without segregation of coarse aggregates. 3. Do not use vibrators to move laterally. 4. Do not vibrate forms. 3.3 PLACING REINFORCEMENT Department of Public Works 32 13 13-10 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park A. Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars" for placing and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other bond -reducing materials. C. Arrange, space, and securely tie bars and bar support to hold reinforcement in position during concrete placement. Maintain minimum cover over reinforcement. D. Place reinforcement at mid -height of slabs -on -grade. Aluminum and plastic supports for reinforcement shall not be used. Bars shall be accurately spaced as shown on the Plans and spacing of first bar immediately adjacent to transverse construction joint shall be one-half the required spacing shown on the Plans. In no case shall the clear distance between parallel bars be less than 2-1/2 diameters of the bar, or a minimum of 2". Unless otherwise shown on Plans, embedment of reinforcing steel (other than stirrups and spacers) shall be 1-1/2 inches clear depth for #8 bars or smaller, and shall be 2-inches clear for #9 bars and larger. Where placement of reinforcing steel requires alternate bars of different size embedment, requirements shall be governed by the larger bar. Stirrups and spacers shall be embedded not less than 1-inch clear depth. Measurement of embedment shall be from the outside of the bar to the nearest concrete face. Tack welding or butt welding of reinforcing bars will not be permitted. E. Lap adjoining pieces of welded wire fabric one full mesh and lace splice with wire. Offset laps of adjoining sheets. F. Place fabricated bar mats in lengths as long as practical. Overlap mat minimum of 2 inches. G. Interrupt reinforcement at expansion joints. H. Place secondary fiber reinforcement in concrete mix in quantities as specified by manufacturer. I. Place reinforcement to achieve slab and curb alignment as detailed. J. Provide doweled joints at interruption of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. K. Splicing Reinforcing bars may be continuous at locations where splices are shown on the plans, at the option of the Contractor. The location of splices, except where shown on the Plans, shall be determined by the Contractor, based upon using available commercial lengths where applicable. Splices shall consist of placing the reinforcing bars in contact and wiring them together in such a manner as to maintain the alignment of the bars and to provide minimum clearances. No lapped splices will be permitted at locations where the concrete section is not sufficient to provide a minimum clear distance of 2-inches between the splice and the nearest adjacent bar. The clearances to the surface of the concrete shall not be reduced. Length of lapped splices shall be as noted on drawings. Department of Public Works 32 13 13-11 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park Splices of tensile reinforcement at points of maximum stress shall be avoided; however, any deviation from splices shown on the Plans shall be approved by the City's Representative. 3.4 CONCRETE PLACEMENT A. Notify Engineer/City Inspector minimum twenty-four (24) hours prior to commencement of concrete operations. B. Before placing concrete, notify Engineer/City to review complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other trades to facilitate installation of their work. Ensure reinforcement, inserts, embedded parts and formed joints are not disturbed during concrete placement. C. Place Ready -Mix concrete within specified time after batching. Below 40 degrees F (4 degrees C) See Cold Weather Placing 40 — 85 degrees F (4-29 degrees C) 90 minutes 86 — 90 degrees F (30-32 degrees C) 75 minutes 4. Above 90 degrees F (32 degrees C) 60 minutes * Concrete exceeding delivery times may be rejected by the Owner's Representative D. Adding Water: Do not add water after initial introduction of mixing water for batch except when slump of concrete is less than specified upon jobsite arrival and the maximum water/cement ratio has not been exceeded. Notify Owner's Representative prior to adding any additional water. Add only water enough to bring concrete slump within the specified limits. Turn drum at least 30 additional revolutions at maximum mixing speed. Do not add water to batch at any later time. Ensure that concrete strength meets or exceeds specified requirements, and water does not exceed maximum amount specified in the approved CONCRETE MIX DESIGN. E. Remove water from excavations. Before placement, remove wood chips, shavings, and hardened concrete etc. from forms. Clean all equipment. Wet Forms, except in freezing weather, or oil properly with approved release. F. Moisten sub -base to provide a uniform dampened condition at the time concrete is placed. Sprinkling method shall not be such as to form mud or pools of water. Watering sub -grade immediately prior to concrete placement is not sufficient to make the soil uniformly moist. G. Do not place concrete around manholes and other utility structures until they are at the required finish elevation and alignment. Coat surfaces of adjacent manholes, catch basins, inlets, and other fixed objects with oil to form isolation joint and prevent bond with paving. Department of Public Works 32 13 13-12 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park H. Comply with requirements and with ACI 304R for measuring, missing, transporting, and placing concrete. Place concrete continuously or in layers of such thickness that the concrete will not be placed on a preceding layer which has hardened sufficiently to cause formation of seams or planes of weakness. If section cannot be placed continuously, provide cold / expansion joints. Deposit concrete as nearly as practicable to its final location to avoid segregation Deposit and spread concrete in a continuous operation between construction joints and control joints. Do not break or interrupt successive pours such that cold joints occur. Consolidate concrete by mechanical vibrating equipment supplemented by hand -spading, rodding, or tamping. Use equipment and procedures to consolidate concrete complying with ACI 309 R. Consolidate concrete along face and forms with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand- spreading and consolidation. Do not spread concrete by vibration. Prevent dislocating reinforcing and dowels. a. Do not use vibrators to transport concrete inside forms. b. Insert and withdraw vibrators vertically at uniformly spaced locations not further visible effectiveness of the machines being used. Generally, 16-20" apart. At each insertion, limit duration of vibration time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. J. Placing Concrete Slabs: Deposit and consolidate concrete slabs in continuous operation, within the limits of construction joints, until placement of panel or section is completed. Maintain reinforcing in proper position during concrete placement operations K. Placing Concrete Sidewalks: Place concrete in forms in one (1) layer of such thickness that when consolidated and finished, sidewalks will be of thickness indicated. L. Screed paved surfaces with a straightedge and strike off. Use bull floats or derbies to form a smooth surface plane before excess moisture or bleed water appears on surface. Do not further disturb concrete surfaces prior to beginning finishing operations. M. Cold Weather Placement: Adhere to ACI 306R — Cold Weather Concreting for installing concrete paving during cold weather. N. Hot -Weather Placement: Place concrete complying with ACI 305R when hot weather conditions exist. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. Fog -spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, or soft or dry areas. Department of Public Works 32 13 13-13 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park O. Place concrete to pattern indicated on plans. 3.5 CONCRETE FINISHING A. General: Paving finishes to match approved mock-up finishes. B. Broom Finish: Broom finish paving to match approved mock-up. After surface water disappears float surface and trowel to smooth even finish. When concrete is sufficiently hardened, produce a transverse scored texture perpendicular to direction of traffic by drawing a soft fiber bristle broom uniformly across its surface. Use for walkways, mow curbs, ramps, utility slabs, driveways, or otherwise noted on plans or details. 4. Portland cement concrete mowcurbs shall have light broom finish on all surfaces and a medium on all. C. Exposed Sand Finishes: The use of a rolling tamper, jitterbug or rolling jitterbug shall be considered when producing exposed sand concrete surfaces. This will enable the finisher to create a denser surface paste with no obstruction due to the appearance of coarse aggregate, allowing for a uniform sand texture. Contact manufacturer's representative for installation instructions of the flatwork finish retarder. Mock-up shall be provided as noted under 1.5 Quality Assurance. Protect all curbs, borders and adjacent concrete and masonry surfaces, pavers, stones etc. that are not to receive retarder finish prior to concrete placement and retarder application using Tem-Protect. Place concrete in the manner prescribed previously. Screed or strike off the surface in two (2) directions using a wooden or metal straight edge to achieve the proper elevation in a sawing motion back and forth. Allow the bleed water to evaporate the surface. It can than be floated using a wooden hand float or a bull -float preferably wooden to close the surface and surround the coarse aggregate with cement paste. Float to a uniform appearance. Follow float operations with hand trowels or Fresno steel trowels to create tight dense smooth surface. (This may require two or three passes depending upon mix design and or desired finish to be achieved) NOTE: Do not burnish the surface or allow the exposed sand surface to prematurely dry prior to the application of Optimus Flatwork Finish Retarder. 4. Spray -applied, film forming top surface retarder, calibrated for specific sized aggregates and finish requirements without plastic covering. Color coded to allow for ease of application and verification of grade being used as well as even and complete coverage. Department of Public Works 32 13 13-14 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park a. Soon after the final seat finish has been completed spray Optimus Flatwork Finish Retarder using a low-pressure sprayer with a 0.5gpm tip at a rate of 200- 300 sq./ft. per gallon in a full hiding coat. Once dry Optimus Flatwork Finish Retarder will yield a coating that provides intermittent rain protection. Once completely dry it can sprayed with Rain -Shield to protect the surface if heavy extended rains are predicted or during extremely hot weather to retain moisture and protect the etch retention. Retarder Selection Guide Grade Selection /Aggregate Size to Expose / Color (01) Micro Finish* — Super-Lite / Finest Sands / Tan (03) Micro Finish — Xtra-Lite / Medium Sand Texture / White (05) Micro Finish- Sand / Coarse Sand Texture / Lt. Blue (15) Sand Blast - Lite / 1/8" to 1/4" Agg. / Green (25) Sand Blast —Med. / 1 /4" to 3/8" Agg. / Orange (50) Sand Blast - Deep / 3/8" to 1 /2" Agg. / Blue (75) Exposed Finish — Sm Agg. / 3/8" Graded Agg. / Yellow (125) Exposed Finish — Med. Agg. / 1/2" Graded Agg. / Lt. Green (175) Exposed finish — Lg. Agg./ 5/8" Agg. / Pink (250) Exposed Finish — XL Agg. / 3/4" + Agg. / Gray b. Wash surface with water rinse using stiff brooms and water hose or by high pressure washing with power equipment as early as 4- 6 hours in very hot weather or the following day up to 24 hours. Retarder removal intervals are dependent upon strength of the concrete mix, aggregate size, and desired washing techniques. Earlier washing on the light etches may be necessary. Verify in accordance with the mock-up approval detailed herein. C. *Super-Lite grade should be washed in less than 12 hours for best results d. Rinse water and cement matrix removal shall be in accordance with local codes and should not be allowed to be washed or flow down to arroyos, storm sewers, ponds, streams or sanitary sewers by precipitation or other surface flows. e. Prior to completion of the project, remove wash water residue from the site to location approved by the local agency. 3.6 JOINTING A. Contractor shall submit a paving jointing and pour sequence plan indicating the following: Proposed layout of all joints (cold joint/hidden expansion, expansion joint, sawcut, and tooled joints.) Concrete pour sequence. B. Locate cold joint (hidden expansion joint) as indicated. Coordinate cold joints with alternate concrete pours and at all change of pavement types (concrete paving to concrete band). Provide sawcut per detail two days after pour. Department of Public Works 32 13 13-15 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park C. Locate expansion joints with caulk sealant at all paving / wall interfaces. D. Install joint fillers full -width and depth of joint. Remove perforated portion of joint filler to receive sealants as indicated on the details. E. Provide joint fillers in single lengths for the full slab width, whenever possible. Fasten joint filler sections together when multiple lengths are required. F. Where intersecting joints occur join top edge and continue any spliced joints without deviation of form line or direction. G. Protect the top edge of the joint filler during concrete placement H. Place expansion joints per Geotechnical Report (not provided) to correct elevation and profile. Align curb, gutter, and sidewalk joints. Place joint filler between paving components and building or other appurtenances. J. Control Joints: Provide control joints as indicated in Geotechnical Report (not provided) to minimize random surface cracking and as indicated on Drawings. Construct control joints for a depth equal to at least one-fourth of concrete thickness, as follows: 1. Hand -tooled Joints: Form control joints in fresh concrete by grooving and finishing each joint edge with a radiused jointer tool. 2. Machine -Sawn Control Joints: Provide machine -sawn contraction joints as soon as concrete has sufficient strength to support sawing equipment. Cut 1/3 into depth of slab. 3. Do not exceed '/4-inch in joint width. K. Doweled Expansion/Cold Joints: Construct doweled expansion/cold joints at end termination's of paving where paving operations are stopped for more than '/2 hour, unless paving terminates at an isolation joint and at all edges of different paving types. 1. Steel Dowels: a. Provide steel dowels across expansion/cold joints to reduce differential movement across joint. Utilize steel dowels per plan. b. To assist in correct alignment of steel dowels along expansion/cold joints use Speed Dowel plastic dowel alignment sleeves. 1) Ensure that wood edge forms are true to line and grade prior to installing plastic dowel alignment sleeves. 2) Install plastic dowel sleeves on wood forms at the specified on -center dowel spacing, centered between top and bottom of wood form. 2. Do not continue tie -reinforcement through sides of strip paving. 3. Use a bond breaking agent on cured edges that will be joined with fresh concrete. 4. Immediately before new concrete is placed, wet construction joint and remove standing water. Department of Public Works 32 13 13-16 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 5. Tool edges of expansion/cold joints to match decorative field jointing. 6. Finish each edge of joint with radiused jointer tool. L. Isolation Joints: Provide isolation joints to permit horizontal and vertical movement between slab and fixed vertical edges such as building walls, steps, columns, and other vertical restraints. 1. Provide'/4-inch thick polyethylene foam and caulking along edges of isolation joints. 2. Install isolation joint sealant. 3.7 CONCRETE PROTECTION AND CURING A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with the recommendations of ACI 305R for hot weather and ACI 306R for cold weather protection during curing. B. Evaporation Control: In hot, dry, and windy weather, protect concrete from rapid moisture loss before and during finishing operations with an evaporation -control material. Apply according to manufacturer's instructions after screeding and bull floating, but before floating. C. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. D. Curing Methods: Cure concrete by moisture curing, moisture retaining cover curing, curing compound, or combination of the following: 1. Moisture Curing: Keep surfaces continuously moist for not less than 7 days with following materials: a. Water. b. Continuous water fog spray. C. Absorptive cover, water saturated, kept continuously wet. 2. Cover concrete surfaces and edges with a 12-inch lap over adjacent absorptive covers. 3. Curing Compound: a. Apply uniformly in continuous operation by power spray or roller according to manufacturer's directions. b. Recoat areas subjected to heavy rainfall within 3 hours after initial application. C. Maintain continuity of coating and repair damage during curing period. 3.8 SEALERS A. Seal all concrete and grouted rock cobble surfaces with concrete sealer. Seal surface of textured concrete pavement surfaces using Sinak HLQ-125. B. The application should be a continuous process from start to finish of the project. If for any reason the application is interrupted, mark the place of interruption, and continue at a later time as if no interruption has occurred. Do not apply in temperatures below 50' F, or if the surface temperature in below 50' F. Department of Public Works 32 13 13-17 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park C. Remove all coating or substances that may prevent penetration of the sealer (e.g. curing agents, coatings, sealants, dirt, surface oil, efflorescence, paint and standing water). DO NOT use chemicals for removal of these materials. D. Protect objects from overspray; especially glass, metals, ceramics, glazed tile and wood. Protect all windows, doorways, lights, etc. with polyethylene film, soap solution, or removable film -forming protection. Should sealer get on exposed glass or aluminum, immediately remove using a damp cloth. If the sealer is allowed to dry, it can be removed from the aluminum using steel wool; or from glass using a razor blade. E. Apply sealer in light, even coats with a garden or airless sprayer, or paintbrush. If using a sprayer, before use make sure the selected sprayer in completely clean of solvents and foreign materials. DO NOT apply sealer with a roller or in heavy coats. If sealer is to be applied only to group joints, use a narrow -tip paintbrush. F. Concrete Surface Sealer. Aqueous copolymer chemically reactive dispersion that provides durable, transparent protective barrier, `Ultrapel' as manufactured by Prosoco or approved equal. 3.9 FIELD QUALITY CONTROL TESTING A. Contractor shall employ a qualified independent concrete testing and inspection agency to sample material, perform tests, and submit test reports during concrete placement and construction operations. Sampling and testing for quality control may include the following: Sampling fresh concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Compression Test Specimens: ASTM C 31. One set of four (4) standard cylinders for each compressive strength test. Mold and store cylinders for laboratory -cured test specimens except when field -cured test specimens are required. b. Compressive -Strength Tests: ASTM C 39. One (1) set for each day's pour of each concrete class exceeding'/2 cu.yd.but less than 25 cu. Yd., plus one (1) set for each additional 50 cu. Yd., two (2) specimens tested seven (7) days and three (3) specimens tested twenty-eight (28) days. Test one (1) Specimen in reserve for later testing. C. Slump: ASTM C 143. One (1) test at point of placement for each compressive strength but not less than (1) test for each day's pour of each type of concrete. Additional tests will be required when concrete consistency changes. d. Air Content: ASTM C 231, pressure method. One (1) test for each type of air - strength test but no less than one (1) test for each day's pour of each type of air - entrained concrete. e. Concrete Temperature: ASTM C 1064. One (1) test performed hourly when air temperature is 40 degrees F and below and when 80 degrees F and above. One (1) test for each set of compressive strength Specimens. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five (5) randomly selected batches or from each batch if fewer than five (5) are used. When strength of field -cured cylinders is less than 85 percent of companion laboratory - cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing concrete. Department of Public Works 32 13 13-18 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park 4. Strength level of concrete will be considered satisfactory if averages of sets of three (3) consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. B. Test results will be reported in writing to Owner's Representative, concrete manufacturer, and contractor within 24 hours of testing, Reports of compressive strength tests will contain project identification name and number, date of concrete placement, name of concrete testing agency, concrete type and class, location of concrete batch in paving, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 day and 28 day tests. C. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but not be used as the sole basis for acceptance or rejection. D. Additional Tests: The testing agency will make additional tests of concrete when test results indicate slump, air entrainment, concrete strengths, or other requirements have not been met. Testing agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42. E. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist test agency and their representatives in execution of their function. F. SCAQMD VOC Compliance: Contractor to submit documentation that flatwork finish retarders comply with SCAQMD Rule 1113 for VOC compliance in the "Flats" category, not to exceed 50 g/I. 3.10 TOLERANCES A. Maximum Variation of Surface Flatness: % inch in 10 feet. B. Maximum Variation from True Position: '/2 inch. 3.11 REPAIRS AND PROTECTION A. Remove and replace concrete paving that is broken, damaged, defective, or does not meet the requirements of this section. B. Patching Defective Areas: Immediately cut out honeycomb, rock pockets and voids over '/4 inch (6mm) in any dimension as well as holes left by tie rods, bolts etc. down to solid concrete but, in no case to a depth less than 1 inch (25mm). Cut edges perpendicular to concrete surface. Thoroughly clean, dampen with water, and brush coat area to be patched with neat cement grout or proprietary bonding agent before placing cement mortar or proprietary patching compound. C. Remove and replace concrete with defective surfaces if defects cannot be repaired to the satisfaction of the Owner's Representative. 1. Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins, and other projections on the surface as well as stains and other discolorations that cannot be removed by cleaning. Department of Public Works 32 13 13-19 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park a. Dampen concrete surfaces in contact with patching concrete and brush with neat cement grout or apply concrete bonding agent. b. Mix Patching concrete of same materials to provide concrete of same type of class as original concrete. C. Place, compact and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. D. Protect concrete from damage until Final Payment. Exclude traffic from paving for at least 28 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur. E. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material until Final Payment. 3.12 CLEAN UP A. At completion of Work, remove concrete stains from adjacent work, including but not limited to dissimilar paving types, walls, columns, railing posts, light fixtures, plant materials, to satisfaction of Owner's Representative. 3.13 PAVING FINISH SCHEDULE A. Provide paving finishes, as indicated on plans. END OF SECTION Department of Public Works 32 13 13-20 Project# P1021 City of Santa Clarita Concrete Paving Valencia Heritage Park SECTION 32 31 13 CHAIN LINK FENCES & GATES 1.0 PART 1 GENERAL Application and construction procedures shall conform with requirements of the Standard Specifications for Public Works Construction, latest edition. 1.1 SECTION INCLUDES A. Furnish materials, equipment and perform labor required to execute this work as indicated on the Plans, as specified and as necessary to complete the contract, including but not limited to these major items: 1. Furnish and install chain link fencing as shown on project drawings in heights as detailed. 2. Concrete footings for fences and gates shall be as shown on the Plans. 3. Submit samples of fittings, latches, etc., to Architect for approval. 1.2 RELATED WORK Section 03300 Cast -In -Place Concrete 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.4 DELIVERY, STORAGE & HANDLING A. Comply with pertinent provisions of Section 01620. 2.0 PART 2PRODUCTS A. All materials shall conform to the requirements of the Standard Specifications for Public Works Construction, Latest Edition, Section 206-6, except as modified herein. B. Chain link fabric shall be 2 inch mesh, 9 gauge for all fencing knuckled selvage top and bottom in a single width of the height of fence. 1. All fencing shall have top and bottom rail. 2. All fittings shall be heavy duty galvanized steel. 3. All steel plates, angles, etc., shall be galvanized. 4. All padding shall be as indicated on project drawings. Department of Public Works 3231 13 Project# P1021 City of Santa Clarita Fences & Gates Valencia Heritage Park 3.0 PART 3EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. 3.2 INSTALLATION A. Posts for fences shall be sizes as shown on project drawings. Posts shall be set true and plumb and not over 10 ft. on centers. Concrete footings shall be allowed sufficient time to properly set up at least 12 hours prior to fencing work. B. Inclined braces shall be placed in one panel each way from all corners and angles and in the panels adjoining terminal posts. 'Corner' shall mean any point at which the fence changes direction horizontally more than 25 degrees. C. Top rail shall form a continuous brace from end to end of each stretch of fence. Top rail shall be securely fastened to terminal posts. D. The fence fabric shall be placed on the playing side of fences and backstops. Fastenings shall be spaced not over 18" apart on line posts and rails. Bottom of fabric shall clear paving surface 1- 3/4" maximum. E. All welding shall be performed by qualified welders in a workmanlike manner with all joints, edges and corners shall be ground smooth where exposed. F. All welds and abrasions to galvanizing shall be touched up with Galvalloy, Galvicon or approved equal, and over -painted to match surrounding surfaces. G. All fences and backstops shall be complete and continuous between points indicated with all required parts, accessories and fittings provided and installed whether specifically mentioned herein or not. 3.3 CLEAN-UP A. Leave surfaces free of dirt, gouges and imperfections. Clean adjacent surfaces soiled by this work. Remove equipment, surplus materials and debris from job site, and leave installation ready for succeeding work. END OF SECTION Department of Public Works 3231 13 Project# P1021 City of Santa Clarita Fences & Gates Valencia Heritage Park SECTION 32 84 00 LANDSCAPE IRRIGATION SYSTEMS PART 1-GENERAL 1.1 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.2 GENERAL CONDITIONS A. The requirements of the General Conditions specified in Division 1 — General requirements shall apply to all work of this Section with the same force and effect as throughout repeated herein. 1.3 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.4 QUALITY ASSURANCE A. Provide at least one person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. Department of Public Works 32 84 00-1 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.5 SUBMITTALS A. Submittals Materials List: After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. The submittals materials list shall include the following information: a. A title sheet with the job name, the contractor's name, contractor's address and telephone number, submittal date and submittal number. b. An index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the item model number (i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. C. The catalog cuts shall be one or two pages copied from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes shall be circled on the catalog cuts. e. Submittals for equipment indicated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. Submittal materials list format requirements: Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. Submittals shall not have tabs, tab sheets, spiral binding, or any other type of binding that will interfere with automated copying of submittals. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. Department of Public Works 32 84 00-2 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park d. Re -submitted packages must be revised to include only the equipment being re- submitted. Equipment previously reviewed and accepted shall not be re -submitted in the materials list/index sheet or in the catalog cut sheet package. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. Provide a written statement indicating the reason for making the substitution. Provide catalog cut sheets, technical data, and performance information for each substitute item. Provide in writing the difference in installed price if the item is accepted. C. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. D. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. E. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. 1.6 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans prior to paving operations. F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. Department of Public Works 32 84 00-3 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. J. The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleeving. Bore holes under 2 inches in diameter and smaller shall be made with a BulletMole® underground boring tool as manufactured by Dimension Tools, LLC (Contact telephone number (888)-650-5554 or at www.bulletmole.com). Bore holes larger than 2 inches in diameter shall be made with an approved mechanical boring tool. No airjacking or hydraulic boring of any kind shall be allowed. 1.7 INSPECTIONS A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. Inspections will be required for the following at a minimum: 1. Pre -construction meeting. 2. System layout. 3. Final inspection prior to start of maintenance period. 4. Final acceptance prior to turnover. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. All re -inspections required due to either the site or contractor not being prepared or non- conformance with the Construction Documents shall be back -charged to the contractor. These costs shall be paid for by the contractor prior to the Design Team member's participation in any future site reviews. 1.8 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. Department of Public Works 32 84 00-4 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.9 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off -site in a legal disposal area. 1.10 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of drawings all changes in the work constituting departures from the original contract drawings and the actual final installed locations of all required components as shown below. 2. The record drawings shall be prepared to the satisfaction of the Owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. 3. All record drawings shall be prepared using AutoCAD 2010 drafting software and the original irrigation drawings as a base. No manual drafted record drawings shall be acceptable. The Contractor may obtain digital base files from the Landscape Architect or Owner's authorized representative. 4. If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide record drawing drafting as a separate service. 5. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the Landscape Architect or Owner's authorized representative. After acceptance by the Landscape Architect, City Inspector or Owner's authorized representative re -plot the record drawings onto reproducible Mylar sheets. The Contractor shall also provide record drawing information on a digital AutoCAD Release 2010 drawing file. All digital files shall be provided on a compact disc (CD) clearly marked with the project name, file descriptions and date. Record drawing information and dimensions shall be collected on a day-to-day basis during the installation of the pressure mainline to fully indicate all routing locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection of the work. Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown for each piece of irrigation equipment shown below. Where multiple components are installed with no reasonable reference point between the components, dimensioning may be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching Department of Public Works 32 84 00-5 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park the irrigation legend for the drawings. All lettering on the record drawings shall be minimum 1/8 inch in size. Show locations and depths of the following items: Point of connection (including water POC, backflow devices, master control valves, flow sensors, etc.) Routing of sprinkler pressure main lines (dimensions shown at a maximum of 100 feet along routing) Isolation valves Automatic remote control valves (indicate station number and size) Quick coupling valves Routing of control wires where separate from irrigation mainline Irrigation controllers (indicate controller number and station count) Related equipment (as may be directed) B. Operation and Maintenance Manuals: Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. Each complete, bound manual shall include the following information: Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. Operating and maintenance instructions for all equipment. Spare parts lists and related manufacturer information for all equipment. 1.11 COMPLETION A. At the time of the pre -maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. The Landscape Maintenance Period shall be extended at contractor's sole cost as necessary. Upon completion of the punch - list the contractor shall again make written request for review. If, upon re -visiting the site, it is found that the punch -list has not been completed, the review shall end and the contractor shall be back -charged for all additional visits. B. Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post -maintenance period or final inspection the work will be re -inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. C. The Owner's authorized representative shall have final authority on all portions of the work. D. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. Department of Public Works 32 84 00-6 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park E. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the Owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. F. Maintain all planting starting with the planting operations and continuing for 90 calendar days after planting is complete and approved by the city in writing. The maintenance period will not commence until all planting has been approved in writing by the city. 1.12 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to Owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. C. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 10 calendar days following written notification by the Owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART 2 - MATERIALS Department of Public Works 32 84 00-7 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park 2.1 SUMMARY A. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.2 PLASTIC PIPE AND FITTINGS A. Pressure supply line between the water meter and the backflow prevention device shall be type K copper, one size larger than backflow device. B. Backflow prevention assemblies, and all other above grade assemblies, shall be constructed of threaded brass pipe and threaded brass fittings the same size as the backflow device, unless otherwise directed. C. Buried Pressure supply lines 1.5 inches in diameter and smaller downstream of the backflow unit shall be Sch.40 solvent weld PVC, and 2" and larger shall be CL.315 solvent weld PVC. D. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. E. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. F. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet, all mainline fittings shall be Schedule 80 PVC) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. G. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. H. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel -like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non -lead base Teflon paste, tape, or equal. 2.3 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered, or brazed as indicated on the drawings. Department of Public Works 32 84 00-8 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park 2.4 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AVVWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4" female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. 3. Vinyl quick coupler cover to be yellow in color. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 3. Provide Christy's valve ID tags for each remote control valve with valve number. 2.5 VALVE BOXES A. Valve boxes shall be fabricated from a durable, weather -resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be green in color and secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. The plastic irrigation valve box cover shall be an overlapping type F. Automatic control valve, master valve, flow sensor, and gate/ball valve boxes shall be 17"x11 "x12" `nominal' rectangular size. Valve box covers shall be marked "RCV" with the valve identification number, or "MV", "FS", "GV", "BV" "heat branded" onto the cover in 1-1/4 inch high letters / numbers. 2.6 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Department of Public Works 32 84 00-9 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park C. Controller shall be grounded according to local codes using equipment of the manufacturer, size, and type indicated on the drawings; or as required by local codes and ordinances. 2.7 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.8 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct -burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall of the manufacturer, size, and type indicated on the drawings. C. Each controller shall have a different color 2-wire communication wire. D. Ground wires shall be green in color or bare copper and in no case smaller than 6 gauge. 2.9 IRRIGATION HEADS AND DRIPLINE A. Irrigation heads and dripline shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Irrigation heads and dripline shall be used as indicated on the drawings and details. 2.10 MISCELLANEOUS EQUIPMENT A. Landscape Fabric: 1. Landscape fabric for valve box assemblies shall be 5.0- oz. weight woven polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. 2. Type: DeWitt Pro 5 Weed Barrier or approved equal. B. Equipment such as flow sensors/hydrometers, rain sensors, freeze sensors, flush valves, air relief valves, wye strainers, and master valves shall be of the manufacturer, size and type indicated on the drawings. PART 3 - EXECUTION 3.1 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Department of Public Works 32 84 00-10 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. Department of Public Works 32 84 00-11 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.2 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 24 inches on pressure supply lines 2 inches and larger. C. Provide minimum cover of 18 inches for control wires within planters. D. Provide minimum cover of 24 inches for control wires within sleeves below paving. E. Provide minimum cover of 12 inches for non -pressure lines. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.3 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inches in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.4 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. Department of Public Works 32 84 00-12 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Center load all plastic pipe prior to pressure testing. J. All threaded plastic -to -plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic -to -metal connections, work the metal connections first. Use a non -hardening pipe dope an all threaded plastic -to -metal connections, except where noted otherwise. All plastic - to -metal connections shall be made with plastic female adapters. 3.5 CONTROLLER A. The exact location of the controller and booster pump shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller and booster pump. C. The Irrigation Contractor shall be responsible for the concrete pads that secure the irrigation controller and booster pump. All concrete pads shall be installed per details and manufacturer recommendations. D. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.6 CONTROL WIRING A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. 3.7 VALVES A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valves shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. Department of Public Works 32 84 00-13 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park D. Valves to be installed in valve boxes shall be installed one valve per box. E. Provide valve ID tags for each remote -control valve with valve number. 3.8 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.9 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 18 inches from walks, curbs, header boards, or paved areas where applicable. C. Install devices such as rain sensors, freeze sensors, and air relief valves, master valves and flow sensors as indicated on the drawings and as recommended by the manufacturer. 3.10 FLUSHING THE SYSTEM A. Prior to installation of irrigation heads, the valves shall be opened, and a full head of water used to flush out the lines and risers. B. Irrigation heads shall be installed after flushing the system has been completed. 3.11 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. At, or near the end of specified Landscape Maintenance Period, the contractor shall make written request for a final review and the work shall be reviewed for conformance with the Construction Documents. If work is not accepted at time of review, a punch -list of items requiring attention will be issued to the contractor for correction. The Landscape Maintenance Period shall be extended at contractor's sole cost as necessary. Upon completion of the punch - list the contractor shall again make written request for review. If, upon re -visiting the site, it is found that the punch -list has not been completed, the review shall end and the contractor shall be back -charged for all additional visits. C. All re -inspections required due to either the site or contractor not being prepared or non- conformance with the Construction Documents shall be back -charged to the contractor. These costs shall be paid for by the contractor prior to the Design Team member's participation in any future site reviews. Department of Public Works 32 84 00-14 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park D. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. E. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. F. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. G. Areas to be maintained for the formal maintenance period shall start maintenance at the same time, as directed by the Landscape Architect, Owner, and governing agencies. Partial areas will not be released into maintenance prior to completion of items listed in the pre -maintenance review. The maintenance period may not be phased. H. If, after the maintenance review, the irrigation systems are not accepted by the Landscape Architect, the contractor shall reimburse the Architect for additional site visits, or additional time required to review work. All additional time will be billed at the Architect's hourly rate and will be paid for by the contractor at no additional cost to the owner. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.12 MAINTENANCE A. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.13 COMPLETION CLEANING A. Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be swept, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION Department of Public Works 32 84 00-15 Project# P1021 City of Santa Clarita Landscape Irrigation Systems Valencia Heritage Park SECTION 32 90 00 PLANTING PART 1-GENERAL 1.1 INSPECTIONS A. Inspections shall be made by the Owner's Representative. Contractor shall be on the site when inspections are made. Requests for inspections shall be made at least 48 hours in advance. If the work is not ready for inspection when the inspector arrives, contractor shall pay for the Owner's Representative's visit at current rate. B. Inspection as required by the Owner per inspection job card. C. Any work completed without proper inspection by shall be removed and replaced at Contractor's expense with no additional cost to the Owner or increase in schedule. D. Quantities and Types. Plant materials shall be furnished in the quantities and/or spacing as shown or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized, and/or described in the "Plant Legend", as indicated on the drawings. The landscape contractor is to verify all sizes and quantities on plans. 1.2 GUARANTEE A. All trees (5 gallon and larger) shall be guaranteed for a period of one year. All shrubs and other plant materials shall be guaranteed for a period of 90 calendar days. All guarantee periods commence from the time of final acceptance by the Owner at the completion of the 90 calendar day maintenance period. B. Replace, as soon as weather permits, all dead plants not in vigorous condition as noted during the maintenance period. C. Plants used for replacements shall be same kind and size as originally planted. They shall be furnished, planted, and fertilized as specified and guaranteed within these documents. PART 2-PRODUCTS 2.1 MATERIALS A. Topsoil: Existing soil on the site shall be used as topsoil for planting purposes when possible, and shall be free of debris, oil, weeds, or other foreign matter. Contaminated soil shall be removed and replaced with acceptable existing soil or imported soil. Imported soil shall have a silt and clay content that is equal or less than the underlying subsoil. Silt plus clay content of this soil shall be not greater than 40% by weight and gravel should comprise no more than 15% of the soil by weight. The boron content of this soil shall be not greater than 1 part per million as measured on the saturation extract. The ECe shall not exceed 3.0 millimhos per centimeter at 25 degrees C. The sodium absorption ratio (SAR) shall not exceed 6.0 In order to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by the Owner's Representative for Department of Public Works 32 90 00-1 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park analysis prior to use. Results of testing shall be delivered to the Owner's Representative for approval. Soil test to include analysis and recommendations. B. Recommendations for general soil preparation (per 1,000 so: The following amendments are to be incorporated homogeneously to 6" deep: a. Calcium ammonium nitrate (27-0-0)-5 Ibs b. Potassium sulfate (0-0-50)-10 Ibs c. Triple superphosphate (0-45-0) —4lbs d. Agricultural gypsum — 20 Ibs e. Custom amendment Mix (WCP33)-4 cy, sufficient for 3% to 5% soil organic matter on a dry weight basis. Amendment by Earth Works Soil Amendments, Inc. (951) 782-0260. Contact: Lefo Phororo C. Recommendations on a volume basis for plant backfill: a. Dig the plant pit to twice the size of the root ball, and homogeneously blend the following materials into the existing top soil. Rates are expressed per cubic yard: i. Calcium ammonium nitrate (27-0-0) —1/4 lb ii. Potassium sulfate (0-0-50)—'h lb iii. Triple superphosphate (0-45-0)-1/4 lb iv. Agricultral gypsum-1 lb v. Custom amendment Mix (WCP33)-30% by volume, sufficient for 3% to 5% soil organic matter on a dry weight basis. Amendment by Earth Works Soil Amendments, Inc. (951) 782- 0260. Contact: Lefo Phororo vi. Site Soil-70% by volume. D. Irrigate deeply to help lower the SAR to less than 3 where it is elevated. Reduce chloride to less than 150 parts per million in the saturation extract for lower slope for salt -sensitive plants. 3. Plant tablets shall be 7 gram size, Agriform or equal. E. Plant Materials: All plant materials shall be healthy, well -developed representatives of their species of varieties, free from disfigurement with well -developed branch and root systems, and certification of nursery inspection that plants are free from all plant diseases and insect infestation. 2. All trees shall equal or surpass "BrightView Tree Company" standards for size and quality. (www.bri.ghtview.com) 3. All shrubs and groundcover shall equal or surpass Monrovia Nursery standards for size and quality. (www.monrovia.com) 4. Tag plant materials with name and size in accordance with standards of practice recommended by American Association of Nurserymen. Department of Public Works 32 90 00-2 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park 5. Size of tree and shrub containers shall be as stated on the planting plan. Container stock shall have grown in containers for at least six (6) months, but not over two (2) years. Samples shall be shown to prove that no root -bound conditions prevail. No container plants that have cracked or broken balls of earth, when taken from containers shall be planted, except upon specific approval. 6. Do not prune, prior to delivery, except by specific approval. 7. Plants shall be subject to inspection for size, variety, condition, latent defects, and injuries, at place of growth and at the project site at any time before or during progress of work. Remove rejected plants from the project site immediately and replace it with acceptable material. 8. Protect all plants from damage by sun, wind or rain at all times before planting. 9. Substitutions will not be permitted; except, when proof is submitted that any plant specified is not obtainable. In this case, a proposal will be considered for use of the nearest equivalent in size or variety with an equitable adjustment of contract price. All substitutions will be subject to the Owner's Representative' approval. 10. Plants shall have grown under climatic conditions comparable to those of the project site, unless otherwise specifically approved by the Owner's Representative. 11. All plant material needs to be reviewed and approved by Owner's Representative for size, spread heights, widths, and health to ensure the best material is available and provided for this project. Contractor to submit photos of nursery questionable stock prior to purchasing and delivery to site. 12. Contractor to provide tree and plant photo submittal including a matrix of each plant indicating quantity to be provided, quantity available and location of nursery/growing yard. It will be the Contractor's responsibility to locate suitable trees. 13. Tree tagging is to be scheduled as soon as possible after photo submittal approval. Contractor shall coordinate tree tagging scheduling with nurseries which will be attended by the Owner's Representative. 14. Trees will be inspected by a City approved arborist and/or Owner's Representative when delivered (72 hours advance notice required) and any trees damaged in transport, evidencing health concerns, or not meeting Nursery Tree Stock Standards, will be rejected and sent back at no cost to the Owner. These trees shall be replaced with no impact to schedule or cost. 15. Trees will be inspected during and at the completion of construction. Any trees evidencing health concern will require treatment onsite as advised by a licensed arborist provided by the Contractor. F. Ground Cover: Ground covers will be hand planted in the areas indicated on the planting plans. Ground cover plants shall be grown in flat plants or peat pots as indicated on the plant list. Flat grown plants (rooted cuttings) shall remain in flats until transplanting. The soil in the flat shall contain sufficient moisture so that it will not fall apart when lifting Department of Public Works 32 90 00-3 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park the plants. If plants from peat pots are used, the peat pots shall be protected at all times prior to planting to prevent unnecessary drying of the root ball. 3. Ground covers shall be planted in a triangular pattern evenly spaced unless otherwise noted on the plan. Plant ground covers continuously under all trees and shrubs in the areas designated on the planting plans. 4. Each plant shall be planted with its proportionate amount of soil from the flat or in a peat pot, in a manner that will ensure minimum disturbance of the root system. Hand smooth planting area after planting to provide an even, smooth, final finish grade. To avoid drying out, plantings shall be immediately watered after planting until the entire area is soaked to the full depth of each hole unless otherwise noted on the drawing. 5. A representative number of plants shall be inspected and approved at the nursery by the Owner's Representative prior to shipment to the planting site. Prior to such visit, Contractor shall submit 3" x 5" color photographs of all proposed tree and shrub material for Owner's Representative's review. Photos shall indicate proposed material and picture shall indicate material separated from the surrounding nursery stock to size and condition of proposed material to be evaluated. Photographs of all trees shall include a person, with a height of at least 5-6". Photos shall be submitted seven (7) calendar days prior to specified plant material review at nursery site. Plants shall be inspected for size and condition of root growth, insects, injuries, and latent defects. The Owner's Representative reserves the right to reject entire lots of plants represented by defective samples. Plant condition shall be in accordance with the California State Department of Agriculture's regulations for nursery inspections, rules, and grading. G. Tree ties: V.I.T Twist Brace Ties (T-24) for double staking and triple staking, or equal as approved by the Owner's Representative. Secure tree to stake in two places minimum. Contractor to provide product submittal prior to purchasing and installation. H. Tree stakes: Two (2) - 2 inch diameter x 12 foot long lodgepole stakes for all five gallon, fifteen gallon and 24 inch box trees. Tree stakes shall be pine and pointed at one end. Contractor to provide product submittal prior to purchasing and installation. Trees larger than 24 in box sizes utilize (3) Guy wires per planting details and specifications below: a. Guy Anchors: 2" x 4" x 24 Redwood deadman b. Wire: pliable 9-gauge galvanized c. Hose:'/2" diameter new lack rubber hose d. Turnbuckles: galvanized or dip -painted, size as required e. Cable Clamps: galvanized, size as required f. Safety sleeve: 3/8" white PVC (length per drawings) Contractor to provide product submittal and quantities prior to purchasing and installation. Root Barriers: Per plans and where trees are planted within 8 feet of curbs, sidewalks or pavement, install a sub -surface panel barrier 10 feet long centered on the tree trunk Depth 24" ("Deep Root" or approved equal 800-458-7668). Contractor to provide product submittal prior to purchasing and installation. Department of Public Works 32 90 00-4 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park Mulch. Mulch material shall be ""TVI-Sendero Premium Mulch" bark mulch, supplied by Terra Verde Industries (TVI) (949) 551-0363 or approved equal, ground, and screened to manufacturer specification. Composted and nitrogen stabilized. Submit sample for review and approval by the Owner's Representative prior to material delivery on -site. K. Pre -emergent weed control: Contractor to provide pre -emergent weed control Dimension 270G available from Simplot Partners contact Paul Wizikowski at (714) 686-7493. Install per manufactures recommended specifications and application rates. Soil Herbicide. A commercially manufactured non -selective herbicide for total control of vegetation products shall meet all federal and state regulations pertaining to the use of such substances. Application and rate of application shall follow manufacturer's recommendations. Application shall not be made until obtaining written approval from the Owner's Representative. Such application shall be performed in consideration of overall construction schedule and operation so as not to disrupt or interfere with the project schedule and timeline. Contractor to provide product submittal prior to application. M. Wood Headerboards: 1. Provide 2 inch by 4 inch redwood construction grade headerboards. Make splices with 1 inch by 4 inch pieces no less than 12 inches long. Place 1 inch by 3 inch by 16 inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top headerboards. 2. On sharp turns and curves, four'/2 inch by 4 inch laminated boards, or two 1 inch by 4 inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide headerboards as shown on drawings, laid true to line and grade. Protect in -place adjacent improvements, shrubbery, and other properties. Place stakes on ground cover side of headerboards. 5. Contractor to provide product submittal prior to purchasing and installation. N. Jute Netting: As provided by "Geojute" or approved equal. Available from: Ben Meadows. (800) 458-7668. Contractor to provide product sample and specification sheet for approval prior to purchasing and installation. PART 3 - EXECUTION 3.1 INSTALLATION A. Site clearance: Clean up and remove from the planting areas weeds and grasses, including roots, and any minor accumulated debris and rubbish before commencing work. B. Storage: Secure permission from the Owner's Representative to store plants on the project site and ensure that they are protected from damage by the sun, wind, and construction work. C. Finish grading of all shrub and groundcover planting areas. Grading shall be done as indicated on the grading plans and as follows. Department of Public Works 32 90 00-5 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park 1. Do not work on the soil when moisture content is so great that excessive compaction will occur, or when it is so dry that dust will form or clods will not readily break up. Remove and dispose of all soil in planting areas that contains any deleterious substance such as oil, plaster, construction waste, concrete, gasoline, paint, solvents, etc., removing the soil to a minimum depth of six (6) inches or to the level of dryness in the affected areas. The affected soil shall be replaced with native or imported soil as required. The contractor shall be responsible for any damage to installed plants caused by such substances. 3. If an area to be landscaped is not acceptable to the contractor, the contractor shall notify the Owner's Representative, in writing. 4. Prior to start of finish grading, loosen all planting areas to a depth of six (9) inches. Finish grades shall allow for addition of soil conditioners. 5. Make minor grade adjustments as directed by the Owner's Representative. 6. Where designated drainage meets an obstruction, warp grades so that no water collects. 7. Use water trucks and sprinklers as required to control all airborne dust caused by grading operations. 8. Finish grading all planting areas to a smooth and even condition, making certain that no water pockets or irregularities remain. Remove and dispose of all foreign materials, clods, and rocks over 1 inch in diameter at the surface and sub -surface down to 12 inches depth minimum. 9. Provide a grade which, after conditioning planting and compaction (85%), is 1 inch below the tops of curbs and walks in lawn areas and 2) inch below for shrub areas sloping to drain to adjacent roadway, drain swale or catch basin. D. Soil Conditioning: 1. Amend all planting areas with a grade of 3:1 or less. Incorporate evenly into the top 9 inches of existing soil (with a rototiller or approved piece of equipment) the following per each 1,000 square feet of planting area. a. 4 cubic yards of Nitrogen fortified organic amendment (compost* or redwood or fir sawdust). b. 25 lbs. of 06-24-24 XB commercial fertilizer or approved equal. C. 25 Ibs gypsum d. 15 Ibs soil sulfur e. 4 Ibs magnesium sulfate The above soil conditioning quantities shall be used for bidding purposes only; soil conditions may change drastically from the time these specifications were developed until the actual soil conditioning takes place. Therefore, the contractor shall obtain 12-15 soil samples at locations identified by the Owner's Representative, cost to be included in the contract sum. These soil tests shall be conducted by an approved agronomic soils testing laboratory approved by the Owner's Representative. For reference, a pre -approved agronomic testing facility is: Waypoint Analytical, (714) 282-8777. The contractor shall Department of Public Works 32 90 00-6 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park add amendments per soils report recommendations for individual planting areas and as approved by the Owner's Representative. 3. All rocks or unbroken soil clods over 1 inch in diameter brought to the surface shall be removed from the project site. No soil clods or rock over 1" in size shall occur within the top 12" of site soil. E. Weed control program: Upon complete installation of soil amendments, irrigation system, and prior to planting operations, contractor shall implement the following weed eradication procedures: 1. Remove all existing weeds and any remaining weed stubble from planting areas by raking, hoeing, and/or hand removal. 2. Apply sulfate of ammonia (21-0-0 24S) at the rate of 5lbs. per 1000 sq. ft. to all planting areas. 3. Water all planting areas per initial establishment period water schedule on the irrigation plans for a period of fourteen (14) days to allow germination of weed seeds. If designated planting areas do not have spray irrigation systems already installed, Contractor is responsible for providing water to irrigate soil during period of weed abatement. Contractor shall coordinate water trucks, Rain for Rent, or some other manual method of irrigating soil with Owner's Representative prior to scheduling. 4. Cease watering for five (5) days, to be followed by the spraying of a systemic herbicide application. (Round -Up Pro, or approved equal.) 5. Repeat steps 3 and 4 above. Note: If the weed eradication program exceeds two full cycles or 60 days, repeat steps 2, 3 and 4. Systemic herbicide shall contain the active ingredient glyphosate (Round -Up Pro, or approved equal). Spraying rate shall be per the manufacturer's current recommendations and shall be compatible with the eradication rate for the target weed species. Contractor shall follow herbicide manufacturer's instructions when to resume irrigation after each herbicide application. Application of all herbicides shall be performed under the direction of a licensed pest control advisor. Any deviation from the above weed eradication procedures shall be approved by the Owner's Representative. The Contractor shall be responsible for keeping all planting areas, appropriately watered and weed -free until release from maintenance responsibility by the Owner's Representative. F. Planting shall be completed as follows: Determine location of the trees and shrubs by scaling from the planting plan. Place / locate all 5 gallon and smaller containers on finish grade, and obtain approval from the Owner's Representative before excavating planting pits. Provide color -coded 6' high stakes (one color per tree type) secured in finish grade to indicate location of all tree plantings. Location of all tree planting locations, as indicated by 6' color coded stakes shall be reviewed and approved by Owner's Representative prior to planting. Department of Public Works 32 90 00-7 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park Modifications to tree planting may be used to screen adjacent solar panels west of the park site. Excavate planting pits with vertical sides for all plants. Shrub pits shall be twice the diameter and set rootball 2 inches above surrounding grade. Tree pits shall be twice the diameter and set rootball 2 inches above surrounding grade. Tree pits depth shall include the rootball and a transitional zone of compacted, unamended native soil. 4. If planting pits are cut with power auger, vertical sides of pit shall be additionally broken with balling bar or spade to interrupt continuous curve influence on root development. 5. Plant material shall be planted in such a way that after settling, the crown of the plant bears the same relation to finish grade that it did to the surface in the container. 6. Backfill tree and shrub planting pits with uniformly mixed site soil amended with 5 lbs. gypsum and one pound iron sulfate per cubic yard of backfill if specified by soil test (Per D.2 of this specifications section). 7. Form shallow basin around the edge of planting pits. Water should be directed into original rootball until roots grow into surrounding soil. 8. Plant Tablets - 7 gram planting tablets, Provide tablets in the following ratios: a. 1 tablet per ground cover and liners. b. 2 tablets per gallon plant. c. 6 tablets per 5 gallon plant. d. 12 tablets per 15 gallon plant. e. 14 tablets per 24 inch box plant. f. 16 tablets per 30 inch box tree. g. 18 tablets per 36 inch box tree. h. 20 tablets per 48 inch box tree. Grade area around plants to finish grades and dispose of excess soil. 10. Location for trees adjacent to any light standards or utility equipment shall be adjusted to maintain a suitable clearance, to avoid any conflicts as approved by the Owner's Representative. 11. All landscape areas with a slope gradient of 4:1 and steeper shall be covered with "Geojute" or approved equal; available from: Ben Meadows (800) 241-6401. Installation shall be per manufacturers specifications. Planting through "Geojute" shall be in accordance with planting recommendations provided by Geojute. 12. Prior to application of specified mulch contractor shall broadcast pre -emergent herbicide "Dimension' Ultra 40WP or approved equal to all shrub and groundcover planter areas G. Pruning: Department of Public Works 32 90 00-8 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park Prune minimum necessary to remove injured twigs, branches, dead wood, sprouts and suckers. Prune plants according to standard horticultural practices, by qualified personnel. No topping of any trees will be permitted. Trees that have been topped will be replaced at the contractor's expense. H. Clean-up: During the course of the work, daily remove surplus materials from the site and leave premises in a neat and clean condition. Prior to acceptance of the project for maintenance, clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. Remove all tags, labels, nursery stakes and ties from all plant material only after the approval of the Owner's Representative. PART 4 - MAINTENANCE 4.1 GENERAL Continuously maintain all work throughout ALL phases until the Final Acceptance of the Work. 4.2 MAINTENANCE PERIOD After all the work indicated on the drawings or herein specified has been completed and inspected and approved by the Owner's Representative; maintain all areas within the project boundary for a period of 90 calendar days. 90-day maintenance period shall not begin until final review and approval by the Owner's Representative has been provided regarding the successful completion of all punch list items A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a wand to break the water force. B. Tree Pruning: Prune trees to select and develop permanent scaffold branches that are smaller in diameter to the trunk or branch of which they are attached, which have vertical spacing of from 18 to 48 inches and radial orientation so as not to overlay one another; to eliminate narrow V-shaped branch forks that lack thinning out crowns; to maintain growth within space balance crown with roots. Under no circumstances will stripping of lower branches or "raising up" of young trees be permitted. Retain lower branches in a "tipped back" or pinched condition with as much foliage as possible to promote trunk growth (tapered trunk). Lower branches may be removed only after the tree is able to stand erect without staking or other support. Department of Public Works 32 90 00-9 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park 3. Thin out and shape evergreen trees when necessary to prevent wind and storm damage. Perform primary pruning to deciduous trees during the dormant season. Prune damaged trees or those that constitute health or safety hazards at any time of the year as directed by the Owner's Representative. C. Shrub Pruning: The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design and designated on the planting plans. Make all pruning cuts of lateral branches or buds, as directed by the Owner's Representative. 3. Topping is not allowed. D. Staking: Remove stakes as soon as they are no longer needed. Inspect stakes to prevent girdling of trunks or branches, and to prevent rubbing that causes bark wounds. The contracting crew at the time of maintenance shall remove the stakes and cut the stakes so they are not protruding into the canopy. E. Weed control: Keep basins and areas between plants free of weeds. Apply pre -emergent herbicides recommended by a licensed pest control advisor to all non- seeded landscape areas only. Avoid frequent soil cultivation that destroys shallow roots or disturbs pre -emergent herbicide application. Eradicate all noxious weeds from site (i.e. nutgrass, bermuda grass, kikuyu grass, crab grass). F. Insect and disease control: Maintain control with approved materials. Contractor shall be responsible for removal of all pests, rodents, slugs, snails, etc. that cause damage to the plant materials and maintain health of plants until project turnover. Any and all damaged plant material caused by such is to be replaced immediately by the Contractor, at no cost to the Owner. G. Fertilization: Uniformly broadcast sulfur coated urea at the rate of 5 lbs. per 1000 sq.ft. The first application should occur approximately 45-60 days after planting, with repeat applications every 60-90 days or as growth and color dictate. In early fall and spring, substitute a complete fertilizer such as 16-6-8, or equal, for the sulfur coated urea at the rate of 6 lbs. per 1000 sq. ft. to ensure continuing supplies of phosphorus and potassium. Tree and shrub plantings can be maintained with the above fertilizers; however, the frequency between applications should be every 90-120 days, or as color and growth dictate, with the first application 90 days after planting. Follow each fertilization with a thorough irrigation. When plants have become well established, fertilizer applications can be less frequent. (Maintenance progress inspections are required for verification of fertilizer applications) Note: Application should be per manufacturer's recommendation per site and Owner's Representative's approval. H. Replacement of plants: Remove dead and dying plants and replace with plants of equal size and variety of original planting plan at no additional cost to the Owner and as approved by the Owner's Representative. Guarantee period shall re -apply. Department of Public Works 32 90 00-10 Project# P1021 City of Santa Clarita Planting Valencia Heritage Park Groundcover Care: Apply a pre -emergent herbicide having a life no less than six (6) months to all ground -cover and shrub areas. Herbicide shall be registered for use on the species of plant material specified in planting plans and approved by a licensed pest control advisor. Watering: Water turf areas at such frequency as weather conditions require, to replenish soil moisture below root zone. Irrigation shall be scheduled between 10 p.m. and 6 a.m. following turf establishment. Contractor to ensure timing appropriate with current IRWD recycled watering program hours. K. General Maintenance: 1. Remove trash from the ground daily and dispose of weekly. 2. Edge ground cover to keep in bounds and trim top growth as necessary to achieve an overall even appearance. 3. Exterminate vertebrate pests, gophers, moles, etc.; and repair damage as required. 4. Test irrigation system weekly and submit reports to Owner's Representative. 5. The site temporary fence shall be maintained to ensure security to the site and to protection of the plant materials to establish growth and promote health. PART 5 - GUARANTEE 5.1 All trees (5 gallon and larger) shall be guaranteed for a period of one year. All shrubs and plant materials shall be guaranteed for a period of 90 calendar days. All guarantee periods commence from the time of final acceptance by the Owner's Representative at the completion of the 90 calendar day maintenance period. 5.2 Replace, as soon as weather permits or as directed by the Owner's Representative, all dead plants and all plants not in vigorous condition as noted during the inspections and maintenance period. 5.3 Plants used for replacements shall be the same kind and size as originally planted. Replacement plants shall be approved by the Owner's Representative and shall be furnished, planted, fertilized as specified and guaranteed the same as the original plant materials. END OF SECTION Department of Public Works 32 90 00-11 Project# P1021 City of Santa Clarita Planting Heritage Valencia Park SECTION 33 00 00 UTILITIES PART 1-GENERAL This Part and all Subparts shall conform to the following related documents: 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. 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. Standard Specifications: a. The "GreenBook": Standard Specifications for Public Works Construction (Latest Edition). b. Design Criteria and Standard Drawings for Water Facilities, issued by Santa Clarita Valley Water (Latest Edition). C. CalTrans-Manual of Traffic Controls for Construction and Maintenance Work Zones (Latest Edition). 2. Standard Drawings shall apply to the work to the extent referenced on the plans: a. Standard Plans, issued by Los Angeles County (Latest Edition). b. Standard Plans for Public Works Construction (Latest Edition). C. Design Criteria and Standard Drawings for Water, issued by Santa Clarita Valley Water (Latest Edition). d. Standard Plans, issued by the State of California Department of Transportation (Caltrans) (Latest Edition). 3. References a. California Fire Code (Latest Edition) b. American Water Works Association (AWWA) Standards 1.2 SUMMARY A. This Section includes the following: 1. Piping materials and installation instructions common to most piping systems. 2. Transition fittings. Department of Public Works 33 00 00-1 Project# P1021 City of Santa Clarita Utilities Heritage Valencia Park 3. Sleeves. 4. Identification devices. 5. Grout. 6. Piped utility demolition. 7. Equipment installation common requirement. 8. Painting. 9. Concrete bases. 10. Metal supports and anchorages. 1.3 DEFINITIONS 1.4 SUBMITTALS 1.5 QUALITY ASSURANCE 1.6 DELIVERY, STORAGE, AND HANDLING 1.7 COORDINATION PART 2-PRODUCTS Products in this Part and all Subparts shall conform to the documents referenced in Part 1 — General. Contractor to provide cutsheets for Engineers approval prior to ordering piping. Products include, but are not limited to the following: 2.1 MANUFACTURERS 2.2 PIPE, TUBE, AND FITTINGS 2.3 PIPING JOINING MATERIALS 2.4 TRANSITION FITTINGS 2.5 SLEEVES 2.6 IDENTIFICATION DEVICES 2.7 GROUT 2.8 FLOWABLE FILL PART 3 - EXECUTION Execution of all related work in this Section shall conform to the documents referenced in Part 1 - General. Execution includes, but is not limited to the following: Department of Public Works 33 00 00-2 Project# P1021 City of Santa Clarita Utilities Heritage Valencia Park 3.1 PIPED UTILITY DEMOLITION 3.2 PIPING INSTALLATION 3.3 PIPING JOINT CONSTRUCTION 3.4 PIPING CONNECTIONS 3.5 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS 3.6 PAINTING 3.7 IDENTIFICATION 3.8 CONCRETE BASES 3.9 ERECTION OF METAL SUPPORTS AND ANCHORAGES 3.10 GROUTING END OF SECTION Department of Public Works 33 00 00-3 Project# P1021 City of Santa Clarita Utilities Valencia Heritage Park SECTION 33 10 00 WATER UTILITIES PART 1 — GENERAL 1.1 SUMMARY A. This Section includes piping and specialties for combined potable -water service outside the building. 1.2 RELATED DOCUMENTS AND REFERENCED STANDARDS A. Standard Specifications for Public Works Construction (current edition). B. Current editions of the Standard Plans and Specifications for Southern California Edison, Verizon, Time Warner, and Southern California Gas Company. 1.3 ABBREVIATIONS A. The following area industry abbreviations for plastic and rubber materials: 1. PVC: Polyvinyl chloride. 1.4 SYSTEM PERFORMANCE REQUIREMENTS A. Minimum Working Pressures: The following are minimum pressure requirements for piping and specialties, unless otherwise indicated: 1. Potable -Water Service: 160 psig. 2. Fire -Protection Water Service: 150 psig. 1.5 QUALITY ASSURANCE A. Product Options: Drawings indicate size, profiles, and dimensional requirements of water - service piping specialties and are based on specific types and models indicated. Comply with requirements of utility supplying water. Include tapping of water mains and backflow prevention. B. Standard Specifications for Public Work Construction — current edition. C. Comply with NSF 61, "Drinking Water System Components -Health Effects," for materials for potable water. D. Comply with ASTM F 645, "Guide for Selection, Design, and Installation of Thermoplastic Water Pressure Piping Systems." E. Comply with NFPA 70, "National Electrical Code," for electrical connections between wiring and electrically operated devices. F. Provide listing/approval stamp, label, or other marking on piping and specialties made to specified standards. Department of Public Works 33 10 00-1 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park G. Listing and Labeling: Provide electrically operated specialties and devices specified in this Section that area listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in NFPA 70, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. 1.6 DELIVERY, STORAGE, AND HANDLING A. Preparation for Transport: Prepare valves, according to the followings: 1. Ensure that valves are dry and internally protected against rust and corrosion. 2. Protect valves against damage to threaded ends and flange faces. 3. Set valves in best position for handling. Set valves closed to prevent rattling. B. During Storage: Use precautions for valves, according to the following: 1. Do not remove end protectors, unless necessary for inspection: then reinstall for storage. 2. Protect from weather. Store indoors and maintain temperature higher than ambient dew -point temperature. Support off the ground or pavement in watertight enclosures when outdoor storage is necessary. B. Handling: Use sling to handle valves whose size requires handling by crane or lift. Rig valves to avoid damage to exposed valve parts. Do not use handwheels or stems as lifting or rigging points. C. Deliver piping with factory -applied end -caps. Maintain end -caps through shipping, storage, and handling to prevent pipe -end damage and to prevent entrance of dirt, debris, and moisture. D. Protect stored piping from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor when storing inside. E. Protect flanges, fittings, and specialties from moisture and dirt. F. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending. 1.7 PROJECT CONDITIONS A. Perform site survey, research public utility records, and verify existing utility locations. Contact utility -locating service for area where Project is located. B. Verify that water -service piping may be installed to comply with original design and referenced standards. C. Site Information: Reports on subsurface condition investigations made during design of Project are available for informational purposes only; data in reports are not intended as representations or warranties of accuracy or continuity of conditions between soil borings. Department of Public Works 33 10 00-2 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park City assumes no responsibility for interpretations or conclusions drawn from this information. 1.8 SEQUENCING AND SCHEDULING A. Coordinate connection to water main with City. System outages require a minimum of two (2) weeks' advance approval. B. Coordinate piping materials, sizes, entry locations, and pressure requirements with building water distribution piping. C. Coordinate with other utility work. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Drilling -Machine, Sleeves, and Corporation Stops: a. Ford Meter Box Co., Inc. b. Grinnell Corp: Mueller Co.; Water Products Div. C. Lee Brass Co. 2. Bronze Corporation Stops and Valves: a. Ford Meter Box Co., Inc. b. Grinnell Corp: Mueller Co.; Water Products Div. C. Lee Brass Co. d. Master Meter, Inc. e. McDonald: A.Y. McDonald Mfg. Co. f. Red Hed Manufacturing Co. g. Watts Industries, Inc.; James Jones Co. 3. Tapping Sleeves and Valves a. American Cast Iron Pipe Co.; Waterous Co. b. East Jordan Iron Works, Inc. C. Grinnell Corp: Mueller Co.; Water Products Div. d. McWane, Inc. e. United States Pipe & Foundry Co. 4. Gate Valves: a. American AVK Co. b. American Cast Iron Pipe Co. C. East Jordan Iron Works, Inc. Department of Public Works 33 10 00-3 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park d. Grinnell Corp e. Hammond Valve Corp. f. McWane, Inc. g. Milwaukee Valve Co., Inc. h. Nibco, Inc. i. Pratt: Henry Pratt Co. j. Stockham Valves & Fittings, Inc. k. United States Pipe & Foundry Co. 5. Backflow Preventers: a. CMB Industries; Febco Div. b. Watts Industries, Inc.; Water Products Div. 6. Keyed Couplings: a. McWane, Inc.; Tyler Piep; Gustin-Bacon Div. b. Victaulic Co. of America 7. Drains: a. Enpoco, Inc. b. Josam Co. C. McWane, Inc.; Tyler Pipe; Wade Div. d. Smith Industries, Inc.; Jay R. Smith Mfg. Co. e. Watts Industries, Inc.; Ancon Drain Div. f. Zurn Industries, Inc.; Hydromechanics Div. 2.2 PE ENCASEMENT A. PE Encasement for Ductile -Iron Piping or Copper Piping: ASTM A 674 or AWA C105, PE film, 0.008-inch (0.20-mm) minimum thickness, tube, or sheet. B. PE Encasement for Cast Iron Piping: ASTM A 674 or AWA C105, PE film, 0.0032-inch (0.08 mm) minimum thickness, tube, or sheet. PART 3 — EXECUTION 3.1 EARTHWORK A. Refer to Section 31 20 00 "Earth Moving" for excavation, and fill. 3.2 PIPING APPLICATIONS A. General: Use pipe, fittings, and joining methods for piping systems according to the following applications: B. Transition couplings and special fittings with pressure ratings at least equal to piping pressure rating may be used in applications below, unless otherwise indicated. C. Do not use flanges or keyed couplings for underground piping. 1. Exception: Piping in boxes and structures, but not buried, may be joined with flanges or keyed couplings instead of joints indicated. Department of Public Works 33 10 00-4 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park D. Flanges, keyed couplings, and special fittings may be used on aboveground piping. 3.3 VALVE APPLICATIONS - As Indicated on Plans 3.4 JOINT CONSTRUCTION A. Refer to Section "Utility Materials" for basic piping joint construction. B. Ductile -Iron Piping, Gasketed Joints: According to AWWA C600. C. Ductile -Iron Piping, Gasketed Joints for Fire -Service Piping: According to UL 194 and AWWA C600. D. Flanged Joints: Align Flanges and install gaskets. Assemble joints by sequencing bolt tightening. Use lubricant on bolt threads. E. Threaded Joints: Thread pipes with tapered pipe threads according to ASME B1.20.1, apply tape or joint compound, and apply wrench to fitting and valve ends into which pipes are being threaded. F. Ductile -Iron, Keyed -Coupling Joints: Cut -groove pipes. Assemble joints with keyed couplings, gaskets, lubricant, and bolts according to coupling and fitting manufacturer's written instructions. G. Copper Tubing, Brazed Joints: According to AWS's "Brazing Handbook, " Chapter "Pipe and Tube." H. Copper Tubing, Soldered Joints: According to AWS's "Soldering Manual," Chapter "Soldering of Pipe and Tube." Copper Tubing, Soldered Joints: According to CDA's "Copper Tube Handbook." J. PVC Piping, Gasketed Joints: Use joining materials according to AWWA C900. Construct joints with elastomeric seals and lubricant according to ASTM D 2774 or ASTM D 3139 and pipe manufacturer's written instructions. K. PVC Piping Solvent -Cement Joints: According to ASTM D 2672 and ASTM D 2855. Handle cleaner, primer, and solvent cement according to ASTM F 402. L. Dissimilar Materials Piping Joints: Use adapters compatible with both piping materials, OD, and system working pressure. Refer to "Piping Systems -Common Requirements" Article below for joining piping of dissimilar metals. 3.5 PIPING SYSTEMS — COMMON REQUIREMENTS A. General locations and Arrangements: Drawings indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. B. Install piping at indicated slope. Department of Public Works 33 10 00-5 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park C. Install components with pressure rating equal to or greater than system operating pressure. D. Install piping free of sags and bends. E. Locate groups of pipes parallel to each other, spaced to permit valve servicing. F. Install fittings for changes in direction and branch connections. G. Piping Connections: Unless otherwise indicated, make piping connections as specified below: 1. Install unions, in piping 2-inch NPS (DN50) and smaller, adjacent to each valve and at final connection to each piece of equipment with 2-inch NPS (DN50) or smaller threaded pipe connection. 2. Install flanges, in piping 2-1/2 inch NPS (DN65) and larger, adjacent to flanged valves and at final connection to each piece of equipment with flanged pipe connection. 3. Install dielectric fittings to connect piping of dissimilar metals. 3.6 SERVICE ENTRANCE PIPING A. Extend water -service piping and connect to water -supply source and site water piping systems at outside face of building wall in locations and pipe sizes indicated. B. Install underground piping with restrained joints at horizontal and vertical changes in direction. Use restrained -joint piping, thrust blocks, anchors, tie -rods and clamps, and other supports. 3.7 PIPING INSTALLATION A. Install AWWA PVC plastic pipe according to AWWA M23 and ASTM F645. B. Bury piping with depth of cover over top at least 30 inches according to the following: 1. Under Driveways: With at least 36 inches over top. 2. In Loose Gravelly Soil and Rock: With at least 12 inches additional cover. C. Install piping under streets and other obstructions that cannot be disturbed, by tunneling, jacking, or combination of both. 3.8 ANCHORAGE INSTALLATION A. Install anchorages for tees, plugs, and caps, bends, crosses, valves, and hydrant branches. Include anchorages for the following piping systems: 1. Gasketed-Joint, PVC Potable -Water Piping: According to AWWA M23. B. Apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of installed ferrous anchorage devices. Department of Public Works 33 10 00-6 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park 3.9 VALVE INSTALLATION A. General Application: Use mechanical -join -end valves for 3-inch NPS (DN80) and larger underground installation. Use threaded- and flanged -end valves for installation in pits. Use nonrising-stem UL/FM gate valves for installation with indicator posts. Use bronze corporation stops and valves, with ends compatible with piping, for 2-inch NPS (DN50) and smaller installation. B. AVVWA-Type Gate Valves: Comply with AVVWA C600. Install underground valves with stem pointing up and with cast-iron valve box. C. UL/FM-Type Gate Valves: Comply with NFPA 24. Install underground valves and valves in pits with stem pointing up and with vertical cast-iron indicator post. D. Bronze Corporation Stops and Curb Stops: Comply with manufacturer's written instructions. Install underground curb stops with head pointed up and with cast-iron curb box. 3.10 BACKFLOW PREVENTER INSTALLATION A. Install backflow preventers of type, size, and capacity indicated. Include valves and test cocks. Install according to plumbing and health department authorities having jurisdiction. B. Do not install reduced -pressure -principle type in pit. C. Do not install bypass around backflow preventer. D. Support backflow preventers, valves, and piping on brick or concrete piers. 3.11 FIELD QUALITY CONTROL A. Piping Tests: Conduct piping tests before joints are covered and after thrust blocks have hardened sufficiently. Fill pipeline 24 hours before testing and apply test pressure to stabilize system. Use only potable water. B. Hydrostatic Tests: Test at not less than 1-1/2 times working pressure for 2 hours. Increase pressure in 50-psig increments and inspect each joint between increments. Hold at test pressure for one hour; decrease to 0 psig. Slowly increase again to test pressure and hold for one more hour. Maximum allowable leakage is 2 quarts per hour per 100 joints. Remake leaking joints with new materials and repeat test until leakage is within above limits. C. Prepare reports for testing activities. 3.12 CLEANING A. Clean water distribution piping as follows: B. Purge new water distribution piping systems and parts of existing systems that have been altered, extended, or repaired before use. Department of Public Works 33 10 00-7 Project# P1021 City of Santa Clarita Water Utilities Valencia Heritage Park Use procedure described in NFPA 24 for flushing of piping. Flush piping system with clean, potable water until dirty water does not appear at points of outlet. 3.13 DISINFECTION A. The entire domestic water system shall be disinfected in accordance with local codes, the Uniform Plumbing Code, and as specified in the ASPE Data Book. B. Upon completion of installation and piping tests, flush sediment out of system and disinfect the underground water and service main and hot and cold water piping as follows: Fill system with a solution containing 50-parts per million of available chlorine for a period of 24-hours during which time all valves will be opened and flushed at least twice and tested to ensure chlorine residual in excess of 20 ppm. At the end of retention period, open all valves and flush the system with water until the residual chlorine content is not more than one part per million (1 ppm). C. Samples are to be taken in sterilized containers at several locations in the systems and sent to an independent laboratory for bacterial examination. This laboratory will send reports to the Contractor and local and/or State Health Departments. A positive test result will serve as part of the occupancy requirements for the building. A negative result will require that the procedure be repeated. D. Work to be performed by an approved chemical treatment company. Make arrangements with the Owner's Representative in advance to schedule time for cleaning. Provide certificate to the Owner's Representative certifying that each system has been cleaned as specified. END OF SECTION Department of Public Works 33 10 00-8 Project# P1021 City of Santa Clarita Water Utilities EXHIBIT C C&DMMP Form Pro*ect Information Project Name: Project Address: City Projects Only Please fill out this form in its entirety and return to The City of Santa [larita'sEnvironmental Services Division. Completion of this form and confirmation of approval from the City is required before any work can be performed. For questions, please contact the Environmental Services Division at (661) 286-4098. Contact Information Permit (BLD#'EN[#'ET[j: Project Valuation: SQFTAdded (if App|icab|e): Estimated Start Date: Estimated Completion Date: Construction and Demolition Materials Est Qty. Franchised Hauler/ Self Haul (wood,| drywall, cardboard, roofing, i Toto| Inert Materials/ Land Clearing Debris Est. Qty. Franchised Hauler/ Self Haul/ Reuse (concrete, sand, dirt, rock, qravel, clean fill, trees, stumps, etc.) (tons) (Required) Toto| City of Santa Clarita Franchised Haulers All temporary bin and roll -off box services in the City of Santa Clarita are franchised by the following companies. General contractors who subcontract services shall ensure all subcontractors are either using a City franchised hauler or are eligible to self -haul. Records of all contractor and subcontractor activities are required to be maintained for project closeout. If you are not self -hauling, you must use one of the haulers listed below: America's Bin Company (888) 500-9007 American Reclamation (888) 999-9330 Athens Services (888) 274-2074 Burrtec Waste Industries (661) 222-2249 Consolidated Disposal Service, (562) 360-3932 LLC DBA Republic Services Rent -A -Bin (818) 709-5599 Triscenic Production Services, (818) 367-0243 Inc Waste Management (WM) (661) 259-2398 For Film and Television Production Services Only Reel Waste (877) 588-7335 or (818) 361-2200 8832 Bradley Ave, Sun Valley 4560 Doran St, Los Angeles 9189 DeGarmo Ave, Sun Valley 26000 Springbrook Ave, Ste 101, Santa Clarita 9200 Glenoaks Blvd, Sun Valley 20833 Santa Clara St, Santa Clarita 27615 Ave Hopkins, Santa Clarita 25772 Springbrook Ave, Santa Clarita 550 Glenoaks Blvd, San Fernando Self -Haul Contractors and sub contactors may self -haul their own construction and demolition materials only if they possess a valid California contractor's license for their scope of work. For example, in order for a framing contractor to self -haul, the framing contractor shall be licensed with the California State Licensing Board (CSLB) to conduct framing services and can only haul materials attributed to their specific trade and may not offer hauling services to other unrelated trades. Completion of a self -hauler verification form is requested for project closeout. Initial The City of Santa Clarita's Construction & Demolition Recycling Ordinance (05-09) requires all demolition projects, all commercial construction projects, all new construction or additions over 1,000 square feet and all tenant improvements, alterations or other construction valued over $200,000, to recycle a minimum of 65 percent (65%) of all materials. It is the responsibility of the applicant to ensure the recycling requirements are met by working closely with the approved waste hauler(s). Applicant must keep records from all waste hauler(s), weight tickets from the C&D recycling centers/landfills for all aspects of the project including construction, demolition and subcontractor activities. These records will be necessary to prove your recycling tonnages and will be required to have your retention released at the end of the project. Failure to comply with this requirement may result in a forfeiture of retention funds for non-compliance. By signing below, you are certifying you have read and understand this requirement: Signature Date Learn more by visiting city.sc/cdmpp or by scanning the OR code on the right. Addendum No. 1 March 9, 2026 Addendum No. 1 BID # PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City of Santa Clarita, California This addendum must be acknowledged via BidNet and should be included with the bid response. There was a non -mandatory, pre -bid meeting on March 3, 2026, beginning at 10:00 AM PT. The meeting was located at Valencia Heritage Park. Attending: Staff: • Glen Durfee — Project Development Coordinator, Neighborhood Services • Andrew Saiz — Landscape Maintenance Specialist, Administrative Services • Naomi Hirsch — Architect, Hirsh & Associates • Jaclyn Abston — Buyer, Administrative Services • Suvarna Hosangadi — PTS Office/Administrative Support, Administrative Services Attending_ Vendors: • Victor Castro — Ardalan Construction Company Inc. • Ronnio Suarez — Angeles Contractor Inc. • Michael Lin — Angeles Contractor Inc. • Jordan Farien — City Service Paving • Joe Schahaf — Waisman Construction Incorporated • Rito Padlla — Etom Constas • Kevin Rosales — Prime Painters The following questions were asked and answered: Q1) What is the cost estimate for this project? Al) The cost estimate is approximately $6S0,000. Q2) What is the approximate duration of the project? A2) The duration of the project will be approximately 100 working days. Q3) When will the questions and answers from this meeting be published? A3) The questions and answers will be published on BidNet soon. Q4) Will the existing tennis courts be closed when the work on this project begins? A4) The existing three tennis courts will remain open during the construction of the fourth court. The existing courts will only be closed during resurfacing/striping (and if Bid Alt windscreen is replaced). BID ## PPOS-25-26-P1021 Q5) Are there any as-builts available for storm drains? A5) Yes, as-builts are available. Q6) Will the $650,000 project cost estimate include alternate items? A6) Yes, it will include the alternate items. The following was reviewed: • Project scope of work • Bidding Guidelines END OF ADDENDUM Addendum No. 1 March 9, 2026 This addendum must be acknowledged via BidNet and should be included with the response. 3/24/26 Con tractos epresent true Date v John Becker, President Company Name BID # PPOS-25-26-P1021 Addendum No. 2 March 10, 2026 Addendum No. 2 BID # PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City of Santa Clarita, California This addendum must be acknowledged via BidNet and should be included with the bid response. The purpose of this addendum is to address the following for this bid: I. UPDATED GRADING PLANS Please see attached update to Grading Plans. END OF ADDENDUM This addendum must be acknowledged via Bid Net and should be included with the response. 1 Contractor 08presentative John Becker, President Company Name 3f24/26 Date BID # PPOS-25-26-P1021 Addendum No. 3 March 19, 2026 Addendum No. 3 BID # PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City of Santa Clarita, California This addendum must be acknowledged via BidNet and should be included with the bid response. The purpose of this addendum is to address the following for this bid: I. UPDATED EXHIBITS ADDED Please see updated exhibits that correspond with this bid. END OF ADDENDUM This addendum must be acknowledged via BidNet and should be included with the response. ✓ � r' ., 3/24/2026 Controctor'5&resentative Date John Becker, President Company Name BID # PPOS-25-26-P1021 ALTERNATE BID SCHEDULE Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Do NOT include this pricing in the total base bid amount. Fill out this form completely and upload it with your bid. In the event any mathematical discrepancies are found in the pricing forms submitted, the unit price shall govern. Do NOT enter this pricing on BIdNet, ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE TOTAL REMOVE AND REPLACE WINDSCREEN AT 1 EXISTING 3) TENNIS COURTS 915 LF $tom. OQ $ + l/ 6-60 TOTAL BID: $ gJ! TOTAL BID AMOUNT IN WORDS: The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day. All bids, including all pricing, shall be effective/valid for a minimum period of 120 calendar days after the date of bid closing. in the event a final contract has not been awarded within this period, the City reserves the right to negotiate extensions to this period. The BIDDER agrees to hold all unit prices in this Alternate Bid Schedule constant throughout the duration of the project up to the last contract working day. zov ctwt BIDDER'S INFORMATION AND CERTIFICATION Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, CA Bidder certifies that the representations of the bid are true and correct and made under penalty of perjury. EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION Bidder certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, Bidder certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. CERTIFICATION REGARDING DIR CONTRACTOR/SUBCONTRACTOR REGISTRATION By my signature hereunder, as the Contractor, I certify that Contractor, and all Subcontractors listed on the Subcontractor Designations form are the subject of current and active contractor registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code. Contractor's registration number is indicated below. Subcontractors' registration numbers are indicated on the Subcontractor Designations form. Bidder's Name: R. C. Becker Inc. Business Address: 28355 Kelly Johnson Pkwy, Santa Clarita, CA 91355 Telephone No.: (661) 259-4845 State CONTRACTOR's License No. & Class: 258762/ A DIR No.: 1000001096 Original Date: 7/22/1969 Expiration Date: 6/30/2027 The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal: John Becker, President, 28355 Kelly Johnson Pkwy, Santa Clarita, CA 91355, (661) 259-4845 Randy Becker - Vice President - 28355 Kelly Johnson Pkwy., Santa Clarita, CA 91355 (661) 259-4845 Lorraine Martinez - Secretary - 28355 Kelly Johnson Pkwy., Santa Clarita CA 9135,5 (661) 259-4845 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership orjoint venture of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venture are as follows: None All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: N/A IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this 24th day of March 2026 BIDDER: Signature John Becker, President Name and Title of Signatory R.C. Becker Inc. Legal Name of Bidder 28355 Kelly Johnson Pkwy., Santa Clarita, CA 91355 Address 661) 259-4845 95-2567499 Telephone Number Federal Tax I.D, No. BIDDER'S QUESTIONNAIRE Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California 1. Submitted by: R. C. Becker Inc. Telephone: (661) 259-4845 Principal Office Address: 28355 Kelly Johnson Pkwy., Santa Clarita, CA 91355 2. Type of Firm: ❑ C Corporation Rf S Corporation ❑ Individual/Sole Proprietor or Single —Member LLC ❑ Partnership ❑ Limited Liability Company "C" C-Corp ❑ Limited Liability Company "S" S-Carp ❑ Limited Liability Company "P" Partnership ❑ Other 3a. If a corporation, answer these questions: Date of Incorporation: 12/18/1968 State of Incorporation: California President's Name: John Becker Vice -President's Name: Randy Becker Secretary or Clerk's Name: Lorraine Martinez Treasurer's Name: Randy Becker 3b. If a partnership, answer these questions: Date of organization: N/A State Organized in: Name of all partners holding more than a 10% interest: Designate which are General or Managing Partners. 4. 5. BIDDER'S QUESTIONNAIRE icont'd) Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Name of person holding CONTRACTOR'S license: John Becker License number: 258762 Class: A► Expiration Date: 6/30/2027 D.I.R. Registration # 1000001096 CONTRACTOR's Representative: Vince Tellez Title: Chief Estimator Alternate: Alyssa Molina Title: Bid Coordinator 6. List the major construction projects your organization has in progress as of this date: A. Owner: City of Lancaster Project Location: 44933 Fern Ave., Lancaster, CA 93536 Renovation of the existing Samaritan's Pure Park (Formerly El Dorado Park) and renovations to existing community center building, recreational features, and uWades to the existing park including new landscaping and vegetation, Providing ADA access to pathways, Type of Project: sidewalks exercise equipment and recreational areas. B. Owner: City of Lancaster Project Location: 44933 Fern Ave., Lancaster, CA 93536 Type of Project: Road Rehabilitation C. Owner: Williams Homes Project Location: 29007 Halsey Canyon Rd., Castaic, CA 91384 Type of Project: Balance Grading, Subgrade Preparation, Base Placement. Form and Pour Backfill and Paving CERTIFICATION OF NON -SEGREGATED FACILITIES Bid #PP05-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California The BIDDER certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER certifies further that it will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it will not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER agrees that a breach of this certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The BIDDER agrees that (except where it has obtained identical certifications from proposed subcontractors for specific time periods) it will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportuni clause, and that it will retain such certifications in its files. R. C. Becker Inc. _ BIDDER John Becker - President Required by the May 19, 1967 order on Elimination of Segregated Facilities, by the Secretary of Labor — 32 F.R. 7439, May 19, 1967 (F.R. Vol. 33, No. 33 — Friday, February 16, 1968 -- p. 3065). DESIGNATION OF SUBCONTRACTORS Bid # PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work or labor or render service in excess of X of 1 percent, or $20,000 (whichever is greater) of the prime contractor's total bid. If no Subcontractors will be used fill out the form with NA. Add addt. sheets If needed. Subcontractor DIR Registration No.* Dollar Value of Work H&S Electric Inc. 1000002813 $54,427.00 Location and Place of Business 27895 Smyth Drive, Unit 6A, Valencia, CA 91355 Bid Schedule Item No's: 1125 Description of Work Electrical License No. Exp. Date: 7 /31 /2027 Phone (661 )295-7705 797242 Subcontractor DIR Registration No.* Dollar Value of Work Golden Bay Fence plus Iron Works, Inc. 1000000720 $68,505.00 Location and Place of Business 4104 South B St. Stockton, CA 95206 Bid Schedule Item No's: Description of Work 19, 20, 21, 22 Fencing and Guardrail License No. Exp. Date: 2 /28 /2027 Phone (209)944-9754 664905 Subcontractor DIR Registration No.* Dollar Value of Work Marina Landscape Inc. 1000000079 $91,802.00 Location and Place of Business 3707 W. Garden Grove Blvd., Orange, CA 92868 Bid Schedule Item No's: Description of Work 26, 27, 28, 29, 30, 31, 32 Landscaping License No. Exp. Date: 6 /30 /2026 Phone (714)939-6600 492862 NOTE. A BIDDER or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined In this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the labor Code. It is not a violation of this section for an unregistered BIDDER to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the BIDDER is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 1(commencing with section 1720) of the California Labor Code. DESIGNATION OF SUBCONTRACTORS Bid # PPOS-25-26-121021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work or labor or render service in excess of % of 1 percent, or $10,000 (whichever Is greater) of the prime contractor's total bid. If no Subcontractors will be used fill out the form with NA. Add addt. sheets if needed. Subcontractor California Surfacing DIR Registration No.* 100410300 Dollar Value of Work $39,600.00 Location and Place of Business 4457 Oak Lane, Claremont, CA 91711 Bid Schedule Item No's: 5, 15, 16, 17 Description of Work Court Surfacing and Striping License No. 404352 Exp. Date: 5 / 31 / 2027 Phone (909) 621-2195 Subcontractor DIR Registration No.* Dollar Value of Work Location and Place of Business Bid Schedule item No's: Description of Work License No. Exp. Date: / / Phone ( ) Subcontractor DIR Registration No.* Dollar Value of Work Location and Place of Business Bid Schedule Item No's: Description of Work License No. Exp. Date: / / Phone ( ) NOTE: A BIDDER or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered BIDDER to submit a bid that Is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the BIDDER is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 11commencing with section 1720) of the California Labor Code. NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California SUMMARY OF INDEMNITY AND INSURANCE REQUIREMENTS 1. These are the Indemnity and Insurance Requirements for Contractors providing services or supplies to City of Santa Clarita (City). By agreeing to perform the work or submitting a proposal, you verify that you comply with and agree to be bound by these requirements. If any additional Contract documents are executed, the actual Indemnity language and Insurance Requirements may include additional provisions as deemed appropriate by City's Purchasing Agent. The City reserves the sole right to accept or reject any requests for modifications to these terms. 2. You should check with your Insurance advisors to verify compliance and determine if additional coverage or limits may be needed to adequately insure your obligations under this agreement. These are the minimum required and do not in any way represent or imply that such coverage is sufficient to adequately cover the Contractor's liability under this agreement. The full coverage and limits afforded under Contractor's policies of Insurance shall be available to Buyer and these Insurance Requirements shall not in any way act to reduce coverage that is broader or includes higher limits than those required. The Insurance obligations under this agreement shall be: 1—all the Insurance coverage and limits carried by or available to the Contractor; or 2—the minimum Insurance requirements shown in this agreement, whichever is greater. Any insurance proceeds in excess of the specified minimum limits and coverage required, which are applicable to a given loss, shall be available to City. 3. Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. City reserves the right to require full -certified copies of all Insurance coverage and endorsements. I. INDEMNIFICATION: City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defend, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR'S performance of or failure to perform any services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees, committed in performing any of the services under this Agreement. If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be maintained by CONTRACTOR in this Agreement shall not limit the liability of CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement. The provisions of this section do not apply to Claims occurring as a result of the City's active negligence or acts of omission. II. INSURANCE CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of the insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non-payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established. Liabilitv Insurance During the entire term of this Agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any person or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability imposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage insurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss. Such General, Public and Professional liability and property damage insurance shall be maintained in full force and effect throughout the term of the Agreement and any extension thereof in the amount indicated above or the following minimum limits: Commercial General Liability Insurance, including coverage for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors' Liability (if applicable), in an amount of not less than two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) annual aggregate, written on an occurrence form. Products/Completed Operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the CONTRACTOR for covered claims arising out of the actions of independent contractors. if the CONTRACTOR is using subcontractors, the policy must include work performed "by or on behalf' of the CONTRACTOR. Policy shall contain no language that would invalidate or remove the CONTRACTOR'S duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the CONTRACTOR. Worker's Compensation Insurance The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure and provide legal defense for both the CONTRACTOR and the CITY against any loss, claim or damage arising from any injuries or occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the Agreement. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita. Automotive Insurance The CONTRACTOR shall procure and maintain, at its sole expense, throughout the term of this Agreement, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 combined single limit for each accident. All such insurance shall be primary insurance and shall name the City of Santa Clarita as an additional insured. Waiver of Subrogation All insurance coverage maintained or procured pursuant to this Agreement shall be endorsed to waive subrogation against the CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONTRACTOR hereby waives its own right of recovery against the CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants. Separation of Insureds A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR'S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross -liability exclusions. Pass Through Clause CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all Agreements with consultants, subcontractors, and others engaged in the project will be submitted to the CITY for review. Self -Insured Retentions Any self -insured retentions must be declared to and approved by the CITY. The CITY reserves the right to require that self -insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the CITY. Primary and Additional Insured All of such insurance shall be primary and shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City's Purchasing Agent shall be submitted to the CITY prior to execution of this Agreement on behalf of the CITY. Requirements Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain coverage at CONTRACTOR'S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this Agreement, CITY may cancel the Agreement immediately with no penalty. Should CONTRACTOR'S insurance required by this Agreement be canceled at any point prior to expiration of the policy, CONTRACTOR must notify CITY within 24 hours of receipt of notice of cancelation. Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer's issuance of notice of cancelation. CONTRACTOR must ensure that there is no lapse in coverage. If the operation under this Agreement results in an increased or decreased risk in the opinion of the City's Purchasing Agent, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City's Purchasing Agent. The CONTRACTOR agrees that provisions of this paragraph as to maintenance of insurance shall not be construed as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR'S activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible. I have read and understand the above requirements and agree to be bound by them for any work performed for the City. Authorized Signature: f ( �L. 'l / Date: 3/24/26 Printed Name: John Becker, President NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) Bid #PPOS-25-26-121021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California To the CITY OF SANTA CLARITA: In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE "BIDDER'S CERTIFICATION" SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH FORM A PART OF THE PROPOSAL. BIDDERS ARE CAUTIONED THAT MAKING A FALSE CERTIFICATION MAY SUBJECT THE CERTIFIER TO CRIMINAL PROSECUTION. NON -COLLUSION AFFIDAVIT Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California TO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT STATE OF CALIFORNIA } 1§ COUNTY OF LOS ANGELES ) John Becker being first duly sworn deposes and says that he/she is the President (sole owner, a partner, president, etc.) of R.C. Becker Inc. the party making the foregoing bid; that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, or that anyone shall refrain from bidding, that said BIDDER has not in any manner, directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said BIDDER or of any other BIDDER, or to fix the overhead, profit, or cost element of such bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in such bid are true, and further, that said BIDDER has not, directly or indirectly, submitted its bid price, or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company, association, organization, bid depository, or to any member or CITY thereof, or to any other individual information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company association, organization, bid depository, or to any member or CITY thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said BIDDER in his general business. Bidder: Signature Title John Becker, President ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On 3/24/26 before me, Alyssa Nicole Molina, Notary Public (insert name and title of the officer) personally appeared John Becker who proved to me on the basis of satisfactory evidence to be the person(ej whose name(s) is/efe subscribed to the within instrument and acknowledged to me that heMheltkiey executed the same in hisMeFAheiF authorized capacity#ee}, and that by his/#eFAheiF signature(e4 on the instrument the personal, or the entity upon behalf of which the person(43 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ALYSSANiCOLi:A100I: Notary Pu011c - California Los Angeles Courky 11 Commission N 2`I2Z914 If 'yv� ,,Q - _ My Comm. Expires Oct I3, 20Ii Signature(Auf)ll h/ f d&kX) (Seal) PROPOSAL FORM Bid ##PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California TO THE CITY OF SANTA CLARITA, AS CITY: In accordance with CITY's NOTICE INVITING BIDS, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above -stated project as set forth in the plans, specifications, and contract documents therefore, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or lump sum prices set forth in the following BID SCHEDULE. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to CITY of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in BID SCHEDULE are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum price(s) bid include all appurtenant expenses, taxes, royalties, and fees for the project's duration. In case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the contract, the undersigned further agrees that in the event of the Bidder's default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the CITY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the CITY and this bid and the acceptance hereof may, at the CITY's option, be considered null and void. Company Name: R. C. Becker Inc. Company Address: 28355 Kelly Johnson Pkwy Santa Clarita, CA 91355 Phone: (661) 259-4845 Email: jbecker@rcbecker.com By: John Becker Print Name Title: President 'X' Signature: , l Date: 3/24/26' REFERENCES Bid #PPOS-25-26-P1021 Valencia Heritage Tennis Court Improvements City Project No. P1021 City of Santa Clarita, California The following are the names, addresses, and telephone numbers of three public agencies for which bidder has performed and completed work of a similar scope and size within the past 3 years. If the scope of work/specifications requests references different than instructions above, the scope of work/specifications shall govern: 1 Saugus Union School District - 24930 Ave. Stanford, Santa Clarita, CA 91355 Name and Address of Owner / Agency Kate Pisano (661) 294-5300 Name and Telephone Number of Person Familiar with Project $877,510.87 School Play Court Improvements 11/25/25 Contract Amount Type of Work Date Completed 2. Saugus Union School District- 24930 Ave. Stanford, Santa Clarita, CA 91355 Name and Address of Owner / Agency Jim Sandefur (661) 294-5300 Name and Telephone Number of Person Familiar with Project $808,100.70 School Play Court Improvements 8/11 /25 Contract Amount Type of Work Date Completed 3. Fillmore Unified School District - 627 Sespe Ave, Fillmore, CA 93015 Name and Address of Owner / Agency RJ Stump (805) 910-8610 Name and Telephone Number of Person Familiar with Project $1,215,070.00 Construct All -Weather Track & Field 1/7/25 Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom bidder intends to procure insurance bonds: Broker: Tim Tomko, Alliant Insurance Services, Inc. - 333 S. Hope St. STE 3750, Los Angeles, CA 90071 - (213) 443-2473 Surety: Fidelity and Deposit Company of Maryland - 777 S. Figueroa St., Los Angeles, CA 90017 - (213) 443-2476