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HomeMy WebLinkAbout2026-04-28 - AGENDA REPORTS - VALENCIA GLEN PARK POOL RE-PLASTER P0026 CONTRO Agenda Item: 8 CITY OF SANTA CLARITA W AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: DATE: April 28, 2026 SUBJECT: VALENCIA GLEN PARK POOL RE -PLASTER P0026 PLANS, SPECIFICATIONS, AND CONSTRUCTION CONTRACT DEPARTMENT: Neighborhood Services PRESENTER: Susan Nelson RECOMMENDED ACTION City Council: 1. Approve the plans and specifications for the Valencia Glen Park Pool Re -Plaster Project P0026. 2. Award a construction contract to National Pools Inc. for pool re -plaster services in the amount of $277,160 and authorize a contingency in the amount of $27,716, for a total contract amount not to exceed $304,876. 3. Find the Valencia Glen Park Pool Re -Plaster Project P0026 exempt from review under the California Environmental Quality Act (CEQA) pursuant to Title 14 of the California Code of Regulations, Article 19, Section 15301. 4. Authorize the City Manager or designee to execute all contracts and associated documents, subject to City Attorney review. BACKGROUND The pool re -plaster project at Valencia Glen Park (VGP) was identified as a component of the Annual Parks Facilities Improvements and Repairs Program. Each year, this program identifies rehabilitation projects within the City of Santa Clarita's (City) park system. Over time, the pool plaster at VGP has deteriorated, developing numerous cracks and, more recently, exhibiting water leakage. The pool was originally constructed in 1970 and has been repaired numerous times. The pool was re -plastered in 1997, the deck was replaced in 2001, and in 2015, the north end of the pool was re -plastered after repairs to the drain and fill lines were completed. Temporary repairs to the pool shell have taken place to prevent leaking and to Page 1 Packet Pg. 77 O maintain use of the site during summer programming. A consultant specializing in commercial pool systems was hired to provide plans and specifications for the re -plaster project. A complete set of plans were developed by the consultant encompassing the most current pool codes to comply with the Los Angeles County Health Department requirements. The scope of work for this construction contract includes repairing the cracks in the pool shell, replacing the broken skimmer housings, installing new lane line anchors, and re -plastering the pool, along with installing updated depth markers and main drain covers. Construction is expected to have a duration of nine weeks and will commence immediately after summer programming concludes. 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 for the pool at Valencia Glen Park. This project is necessary to maintain the pool in good serviceable condition. An invitation to bid was published and circulated on the City's e-procurement system, BidNet, on February 24, 2026. The City transmitted the solicitation to 2,655 vendors on BidNet, of which 37 vendors downloaded the materials. A total of six bids were submitted and opened on March 31, 2026. Each bid total included a base bid and bid alternate 1. In addition, bid alternate 2 was issued by addendum in the process of solicitation to obtain additional pricing for potential supplemental work. The basis for the award, as specified in the bid documents, was the total of the base bid and bid alternate 1. The results of the bids based on this criteria are shown below: Company National Pools Inc. Ultimate Pool Remodeling Inc California Waters USA Construction LLC Adams Pool Specialties Ankor Associates Inc. Location Bid Amount Sylmar, CA $251,960 Riverside, CA $292,330 Yorba Linda, CA $319,998 Cumming, GA $369,899 Sacramento, CA $377,814 Los Angeles, CA $380,982 Staff recommends awarding the contract to National Pools Inc. (NPI) as the lowest responsive and responsible bidder in the amount of $251,960, consisting of $167,960 for the base bid and $84,000 for bid alternate 1, which formed the basis of the award. While bid alternate 2 was not included in the basis of award, staff recommends its inclusion at a cost of $25,200, as it provides additional improvements within the available project budget, bringing the total contract amount to $277,160. Staff further recommends authorizing a contingency of $27,716, for a total not -to - exceed amount of $304,876, to address unforeseen site conditions, field adjustments, additional work requested by the City or permitting agencies, and necessary field investigations. The contractor possesses a valid contractor's license and is in good standing with the Contractor's State License Board. The 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. Page 2 Packet Pg. 78 O ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT Adequate funds were appropriated as part of the Fiscal Year 2025-26 budget in expenditure account P0026601-516101 to support the recommended contract and related administrative and miscellaneous costs for this project. ATTACHMENTS Location Map PPOS-25-26-P0026 BID (available in the City Clerk's Reading File) NPI Response (available in the City Clerk's Reading File) Page 3 Packet Pg. 79 N "' SANTA GLARITA, Location Map for Feet - Valencia Glen Park 0 75 150 , Pool Re -Plaster P0026 I ' I j Legend Street centerlines developed & maintained by City of Santa Clarita GIs - II P0026 The City Santa Clarita does not warrant the accuracy of the data and assumes no ° 1 Valencia Glen Park liability for any errors or omissions. � y - Map prepared by: City of Santa Clarita - Q Existing Parcel Boundary GIs Division �. 0 Q:\PROJECTS\NS\260406a1\77216\Pool Re -Plaster P0026.aprx ti P r e rqi } 4 e. a s Y ` k �\Q a Id—ftAIIIIIIIIIIIIII acket Pg. 80 3 o �. F�P,P'SNNT,4 oGyO�D �s nE��snsE4, `�� 174 IL Valencia Glen Park Pool Re - Plaster Bid # PPOS-25-26-P0026 TABLE OF CONTENTS Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, California SECTION A NOTICE INVITING BIDS DOCUMENT CHECKLIST SECTION B BID INSTRUCTIONS BID CLAUSES SCOPE OF WORK 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 EXHIBIT A PLANS EXHIBIT B TECHNICAL SPECIFICATIONS EXHIBIT C C&DMMP FORM EXHIBIT D LA COUNTY HEALTH DEPARTMENT PLANS SECTION A Solicitation Information CITY OF SANTA CLARITA NOTICE INVITING BIDS Project Name: Valencia Glen Park Pool Re -Plaster BID #: PPOS-25-26-P0026 City Project Number: P0026 Dates Published: February 24, 2026 & March 3, 2026 Pre -Bid Meeting: March 4, 2026 at 10:00 AM (PT) Last Day for Questions: March 17, 2026 before 11:00 AM (PT) Bid Closing: March 24, 2026 before 11:00 AM (PT) Engineer's Estimate: $300,000 License(s) Required: Class A, B, or C-53 Project Description: This project includes re -plastering the pool, installing new depth markers, new underwater lights, new main drain covers and new rope anchors. The bid alternate includes demo of the existing skimmers and installation of new skimmers and equalizers. Bond Requirements: Yes Contact Information: Michele Arima 1 (661) 286-4066 1 marima@santaclarita.gov 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 be transmitted on BidNet. 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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: Juan Martinez ❑ 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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 4, 2026, at Valencia Glen Park located at 23750 Via Gavola, Santa Clarita, 91355. 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 plus those alternates specifically identified in the invitation for bids. 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clorita, 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 otherfraudulent 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. 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. 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 subjectthe Bidder to a determination of the Bidder's responsibility in the event it is the apparent low Bidder on future public works contracts. SCOPE OF WORK Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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 Glen Park is located at 23750 Via Gavola. The 7-acre neighborhood park was constructed in 1974 and comprised of tennis courts, a multi -use field, picnic areas, playground, multi- purpose building and pool. The site hosts recreation programs year-round. The City desires to complete the re -plaster the pool prior to the commencement of the summer swim season, May 15, 2026. 2. OBJECTIVES The objective of this solicitation is to obtain the services of a well -qualified Contractor experienced in pool re -plastering. 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 re -plaster of the pool and associated work, per the plans and specifications attached. The alternate bid item consists of removal and installation of the skimmers and equalizers. 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. S. 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 6.3. Exhibit C - C&DMMP Form SECTION C Bid Submittals PROPOSAL FORM Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clorita, 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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 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 Subroeation 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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 DESCRIPTION CITY UNIT UNIT PRICE TOTAL NO. Demolish Existing Skimmer, Core for New 1 Equalizer 8 EA $ $ 2 Furnish and Install New Skimmer and Equalizer g EA $ $ 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clarito, 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: DIR No.: 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 are as 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: BIDDER'S QUESTIONNAIRE Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, California Telephone: 2. Type of Firm: ❑ 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clorita, 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clorita, 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) ofthe 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 ofthe 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 ofthe Labor Code. It is not a violation ofthis 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 ofthe Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) ofthe California Labor Code. RFFFRFNrFC Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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 Glen Park Pool Re -Plaster Bid No. PPOS-25-26-P0026 Project No. P0026 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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 Subcontractor Information SUBCONTRACTORS Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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. 3. 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 PROJECT/ID 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. ARTIC'ILF TT 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 Maj eure). Force Maj eure 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 maj eure 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 written 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 party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be 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. Builder's Risk 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 -Build) 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. 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 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-, VIII] 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 c. No liquidated damages shall be due under this section for any substitution required due to death, incapacity or employment termination of a key personnel. COVID-19 Prior to execution of the Agreement, the State of California declared a state of emergency and issued a stay at home order in connection with the COVID-19 pandemic, and the County of Los Angeles ("County") issued numerous orders relating to COVID-19, including without limitation an Order to Shelter in Place, originally dated March 17, 2020 (as subsequently extended and amended, including after the date of the Agreement, the "County Order"). In no event shall CONTRACTOR be entitled to any additional compensation in connection with any delay or costs associated with the COVID 19 pandemic, the County Order, or any other governmental requirements or regulations in connection therewith, whether currently existing or hereinafter enacted. In the event of any conflict between the terms of this Section and any other provision of the Agreement, in all events, the terms of this Section shall control. CONTRACTOR's safety and logistics plans prepared in connection with this Contract specifically takes into account the COVID-19 Pandemic, the County Order, and all other governmental requirements or regulations regarding COVID-19 as of the date of the Contract, including without limitation all safety measures required. Safety of Persons and Property. CONTRACTOR shall comply with, and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities, bearing on safety of persons or property or their protection from damage, injury, or loss, including without limitation the County Order and all other governmental requirements or regulations regarding COVID-19, all as may be amended from time to time. 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 project 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Son to Clorito, 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 payfor 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: SURETY*: Name and Title of Signatory Signature Legal Name of Bidder Bidder Address Telephone Number Federal Tax I.D. No. Name Phone Number and Email Address Surety signatures must be notarized prior to submittal. FAITHFUL PERFORMANCE BOND Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No.P0026 City of Son to Clorito, 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 $ 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: 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: 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: 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 EXHIBIT A Plans Lo N Co N O VALENCIA GLEN PARK POOL POOL REPLASTER PLANS 100% CONSTRUCTION DOCUMENT (FOR PERMIT) EXISTING PUMP STATION (NOT PART OF SCOPE OF WORK) SITE PLAN 1-30' 4*7 ig I If NTS SCOPE OF WORK: RENOVATION OF THE VALENCIA GLEN PARK POOL: 1, PROTECT -I N-PLACE: EXISTING TILES (WATERLINE, LANE LINES, STARS, 4.5 FT MARKER), EXISTING COPING, EXISTING DECK, EXISTING SKIMMERS, EXISTING WALL INLETS, EXISTING GRABRAILS, EXISTING STARTING PLATFORMS, EXISTING WALL CUP ROPE ANCHORS, EXISTING STANCHIONS, EXISTING NO DIVING MARKERS, EXISTING LIFEGUARD CHAIR q 2. REMOVE AND REUSE: EXISTING HANDRAILS X. 3. DES: EXISTING POOL PLASTER EXISTING DEPTH MARKERS EXISTING - UNDERWATER LIGHTS EXISTING MAIN DRAIN COVERS EXISTING ROPE ANCHORS (LOCATED BELOW WATERLINE LINE) 4. INSTALL: NEW POOL PLASTER, NEW DEPTH MARKERS, NEW UNDERWATER LIGHTS, NEW MAN DRAIN COVERS, NEW ROPE ANCHORS O i' t 5, ADD ALTERNATIVE DEMOLISH EXISTING SKIMMERS AND REPLACE WITH NEW SKIMMER AND ADDITIONAL EQUALIZER POOL DATA: suRFACE AREA. zas9 sF VOLUME: 125,000 GAL EXISTING RECIRCULATION PUMP: PENTAIR AURORA 3801 - 3A4 9.5 RATED FOR 375GOM AT 60FT TDH TURNOVER RATE. 5.6 HOURS CONTACTS: CLIENT DESIGN ENGINEER: CITY OF SANTA CLARITA PACIFIC ADVANCED CIVIL ENGINEERING 23920 VALENCIA BOULEVARD, 17520 NE WHORE STREET, SUITE 200 SANTA CLARITA,, CA 91355 FOUNTAIN VALLEY, CA 92708 PHONE (661) 290-2229 PHONE (714) 481-7300 CONTACT: JUAN MARTINEZ CONTACT: ZIRANG SONG, P.E. PROJECT MANAGER Sheet List Table SHEET NUMBER SHEET TITLE W100 TITLE SHEET W101 GENERAL NOTES W110 POOL DEMOLITION PLAN W120 DEMOLITION DETAILS W121 DEMOLITION DETAILS W130 POOL PROPOSED PLAN W140 POOL DETAILS W141 POOL DETAILS W142 POOL DETAILS W143 POOL DETAILS A4� SOFT 15 0 30 GOFF ol LID N O N O i ABBREVATION CBC CALIFORNIA BUILDING CODE MIN MINIMUM CONIC CONCRETE PVC POLYVINYL CHLORIDE E EXISTING SCH SCHEDULE FT FEET SPECS SPECIFICATIONS IN INCH SO FT UNO SQUARE FEET UNLESS NOTED OTHERWISE REINFORCING STEEL: 1. REINFORCING SHALL BE FABRICATED ACCORDING TO THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AND SHALL CONFORM TO ASTM A615, GRADE 60. 2. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE. 3. TERMINATE REINFORCING STEEL IN STANDARD HOOKS UNLESS OTHERWISE SHOWN. 4. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1' OF STEEL SURFACE WITH A 90' STANDARD HOOK UNLESS OTHERWISE NOTED. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED. 6. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT FROM DISPLACING DUE TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS AT A MAXIMUM SPACING OF 3'-0'. 7. FIELD BENDING OF REINFORCING STEEL SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. B. MILL CERTIFICATIONS SHALL BE SUBMITTED FOR REVIEW. CAST -IN -PLACE CONCRETE: 1. CONCRETE IS MILDLY REINFORCED AND CAST -IN -PLACE UNLESS OTHERWISE NDTED. WHERE REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE SEOR. 2. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS ANO DENOTE CLEAR COVERAGE UNLESS OTHERWISE NOTED. 3. THE MINIMUM CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS LOCATIONS CLEAR COVER (INCHES) CONCRETE PLACED AGAINST EARTH 3 FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: /5 BARS AND SMALLER 2 SLABS ON GRADE (TOP CLEARANCE) U¢ 5. CONCRETE TYPES: TYPE F'(PSI) NOMINAL MAX USE (1) (2) SMUMP PM AGGREGATE CE EMITIOUS RATIO (MAX) (IN) CAST -IN -PLACE NWC 4,OOD 4 I 0.5D BOTFc. 1. NWC = NORMAL WEIGHT CONCRETE. 2. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A CALIFORNIA REGISTERED CIVIL ENGINEER'S STAMP, AND APPROVED BY THE SEOR PRIOR TO USE. 7. PORTLAND CEMENT SHALL BE TYPE II OR V CONFORMING TO ASTM C150 UNLESS OTHERWISE NOTED. B. COARSE AGGREGATE SHALL CONFORM TO ASTM C-33. 9. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK. 10. CONTINUOUSLY MOST CURE CONCRETE FOR 7 DAYS MINIMUM. WATER FOG SPRAYS. PONDING, SATURATED ABSORPTIVE COVERS OR MOISTURE RETAINING COVERS MAY BE USED. IN LIEU OF MOIST CURING, CURING COMPOUNDS MAY BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 11. PIPES AND CONDUIT ARE TO BE PLACED IN THE MIDDLE THIRD O SLABS AND WALLS. MAXIMUM DIAMETER SHALL BE ONE-THIRD OF SLAB OR WALL THICKNESS AND MINIMUM SPACING SHALL BE 3 DIAMETERS FROM CENTER TO CENTER. 12. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO )('AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE SEOR FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. 13. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES TO WAMPUTUDE AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES 14. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND -SPADING, ROOMING OR TAMPING. USE EQUIPMENT R PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECDMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE & PROJECT CONDITIONS. 15. NO WODO SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. POOL GENERAL NOTES: 1. POOL FINISH SHALL BE THE COLOR WHITE AND COMPLY WITH SECTION 31DBB.3 OF THE 2D22 CALIFORNIA BUILDING CODE. 2. POOL FINISH MATERIAL PER SPECIFICATIONS. 3, APPROVED POOL FINISH APPLICATOR MUST BE CHOSEN AND NOTIFIED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL NOTIFY THE HEALTH OFFICER AT LEAST TEN (10) WORKING DAYS IN ADVANCE OF PLACING THE POOL IN OPERATION TO ALLOW FOR FINAL INSPECTION AND APPROVAL. S. CONTRACTOR TO VERIFY THE POOL WATER DEPTH WITH THE DEPTH MARKER TO A 6 INCH TOLERANCE PER CBC 3110B.4.3. 6. CONTRACTOR TO COORDINATE WITH OWNER FOR CONSTRUCTION SITE ACCESS ROUTE, NOISE CONTROL, AND DUST CONTROL DURING CONSTRUCTION. 7. CONTRACTOR TO USE ON SITE WATER SUPPLY TO FILL POOL. B. CONTRACTOR TO PROVIDE CHEMICALS FOR ALL POOL STARTUPS. 9. CONTRACTOR TO DRAIN POOL TO SEWER AND OBTAIN NECESSARY CONSTRUCTION PERMITS CONSTRUCTION NOTES: 1. CONTRACTOR TO ENSURE THAT NEW PLASTER IS FLUSH W/ THE SURROUNDING MATERIALS (TILES, LIGHT FIXTURES, POOL INLETS, ETC.) 2. CONTRACTOR SHALL DEMOLISH ALL EXISTING PLASTER, SO THAT NEW PLASTER BONDS DIRECTLY TO THE POOL SHELL. 3, CONTRACTOR SHALL APPLY THE PLASTER BACK TO THE SAME THICKNESS (1/2- MINIMUM). 4. MECHANICAL REMOVAL OF THE PLASTER IS THE PREFERRED METHOD TD REMOVING THE POOL PLASTER TO REMOVE ALL EXISTING PLASTER. WHEN DOING SO, CONTRACTOR SHALL USE CARE TO ENSURE THAT THE EXISTING POOL SHELL IS NOT DAMAGED. 5, ONCE PLASTER HAS BEEN DEMOLISHED AND HAULED OFFSITE, CONTRACTOR SHALL NOTIFY CITY AND ENGINEER TO INSPECT THE EXISTING POOL SHELL TO DETERMINE ITS INTEGRITY AND APPROPRIATE COURSE OF ACTION (I.E. PATCHING, EPDXY INJECTION, REBAR RUST, ETC.). CONTRACTOR SHALL PROVIDE AT A MINIMUM OF 48 HOUR NOTCE. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRDTECT-IN-PLACE ALL EXISTING ITEMS THAT ARE NOT BEING REPLACED. IF ANY ARE DEEMED TO BE BROKEN DURING THE PROCESS OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE REPLACEMENT, AT NO ADDITIONAL COST TO THE CITY. STRUCTURAL GENERAL NOTES: 1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2D22 EDITION OF THE CALIFORNIA BUILDING CODE, TITLE 24, THE ORDINANCES OF THE LOCAL BUILDING OFFICIAL, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. REFERENCE TO CODES, RULES REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE ENGINEER OF RECORD. 4. VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTFY ENGINEER OF DISCREPANCIES. 5, DO NOT SCALE THE DRAWINGS. 6. TOLERANCES SHALL BE ACCORDING TO THE BUILDING CODE. 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. NOTIFY THE ENGINEER OF ANY DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK. 8, THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES THE SUPPORTING SERVICES BY THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS. BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TD WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIDNS EXECUTE WORK TO ENSURE THE SAFETY O PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS RELATED WITH THIS WORK. el 0 W O Z J a W Z ,W V 2 Of D SHEETS JOB NO CS]8 Lo N O N n O 75'-0" Fz 77 fl Ell D31 CA PLAN VIEW 1/4• = 1'—O' SECTION A -A 1/4, — 1.—C PT D2 P3 P4 F __ �g 02 PT o2 P3 Pa DEMOLITION GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF DEMOLITION D4 ITEMS, PROTECT IN PLACE ITEMS AND QUANTITY PRIOR TO START 11 P9 OF CONSTRUCTION WITH OWNER AND/OR OWNERS REPRESENTATIVE. AS SHOWN ON THE DEMOLITION PLANS — r I� t I � 2. CONTRACTOR TO COORDINATE WITH OWNER OR OWNER'S P6 REPRESENTATIVES FOR ITEMS TO BE DEMOLISHED. 3. CONTRACTOR TO DISPOSE OF DEBRIS OFF —SITE. P3 Ai 4. CONTRACTOR TO REPLACE ANY ITEMS DAMAGED OR REMOVED THAT T WAS NOT sPEaFICALEv IDENTIFIED IN THIS PLAN. 1 L A_ 5. DEMOLITION AND PROTECT —IN —PLACE OUTLINES ARE PROVIDED TO DIAGRAMATICALLV SHOW THE DEMOLITION/PROTECT—IN—PLACE ITEMS. CONTRACTOR SHALL VERIFY DIMENSIONS AND E%ACT 01VaICCR;Fv i = D5 ` LOCATIONS PRIOR TO START OF CONSTRUCTION. PLEASE INFORM j D3 OWNER AND/OR OWNERS REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO START OF DEMOLITION. r 6. REMOVE AND REUSED ITEMS SHALL RE STORED AND PROTECTED FOR THE DURATION OF CONSTRUCTION AND REINSTALLED. 1111 4 T T. ANY ITEMS NOT SPECIFIED, (LE. COPING, DECK, POOL SHELL), j SHALL BE PROTECTED —IN —PLACE. DEMOLITION LEGENDS: —� —it D2 ITEM i0 BE DEMOLISHED i � IL L LLL ITEM TO BE DEMOLISHED AND ( N D3 ITEMS TO PROTECT IN PLACE P6 X ITEM TO PROTECT —IN —PLACE ITEM i0 REMOVE AND REUSE _ _ _ _ I j x 1 D3 PROTECT -IN -PLACE KEYNOTES: r Pi PROTECT —IN —PLACE EXISTING GRABRNLS (2 PLCS) P2 PROTECT —IN —PLACE EXISTING WALL CUP ROPE ANCHOR (2 PLCS) p3 p1 P3 PROTECT —IN —PLACE EXISTING SKIMMER (8 PLCS) P4 PROTECT —IN —PLACE EXISTING STANCHION (4 PECS) P6 P5 PROTECT —IN —PLACE EXISTING STARTING PLATFORM (3 PLCS) —� P6 PROTECT —IN —PLACE EXISTING WALL INLET (17 PECS) I I r2l SPROTECT—IN—PLACE EXISTING NO DIVING MARKERS (4 PLCS) D4 PROTECT —IN —PLACE EXISTING LIFEGUARD CHAIR (1 PLCS) l P9 PROTECT —IN —PLACE EXISTING TILES (WATERLINE, LANE LINE, STAIRS 4.5 FT MARKER) 4 FT 2 0 4 8 FT P10 PROTECT —IN —PLACE EXISTING RECESSED STEPS C2 PECS) PI1 PROTECT —IN —PLACE EXISTING COPING REMOVE AND REUSE KEYNOTES: Rl REMOVE AND REUSE EXISTING HANDRAILS (2 PLCS) DEMOLITION KEYNOTES: B Di DEMOLISH EXISTING MAIN DRAIN COVER (2 PLCS) W120 D2 DEMOLISH EXISTING DEPTH MARKER ON DECK AND ON WATERLINE (13 PLCS) G D3 DEMOLISH EXISTING LANE LINE ANCHORS, LOCATED BELOW W121 EXISTING WATERLINE (8 PLCS) C A D4 DEMOLISH EXISTING POOL PLASTER w120 w12o D DS DEMOLISH EXISTING POOL LIGHT AND ASSOCIATED CABLE TO 0 JUNCTION BOX (ASSUMED TO BE CERTAIN AMERLITE 784 SERIES) 8 PLCS) ADD ALTERNATIVE KEYNOTES: 4 FT 2 0 4 8 FT W121 B Al DEMOLISH EXISTING SKIMMER AND GORE HOLE IN POOL SHELL FOR ADDITIONAL EQunuzER (a CLOG) Lo N O N O (E) CONC POOL SHELL INSTALL NEW 1)' THICK (MIN.) PLASTER (E) WALL INLET FITTING AROUND INLETS �tl(E) BRAIL (E) CONC POOLESSED STEP NEW Y2' THICK LASTER TO BE WITH RECESSED STEPS AROUND STEP INSERTS PLASTER INSTALLA TION -AROUND POOL FIXTURES NOTE: CONTRACTOR SHALL VERIFY REWIRED UNDERWATER LIGHT CABLE LENGTH PRIOR TO ORDERING NEW LIGHT. D UNDER WA TER L IGH T INS TA L LA TION (E) 5OD-WATT INCANDESCENT PENTAIR AMERLITE 784 LIGHT INSTALL NEW 'J&J ELECTRONICS' LPL-PRHO-CW-120 (50DW EQUIVALENT), 120V LED BULB INSTALL NEW )S' THICK (MIN.) PLASTER WATER LEVEL d (E) 6'.6' WATERLINE TILES INSTALL NEW V THICK (MIN.) PLASTER TO BE FLUSH WITH TILES (E) CONC POOL SHELL (E) WATERLINE TILES (E) END WALL TARGET TILES INSTALL NEW Y�' THICK (MIN.) PLASTER TO BE FLUSH WITH TILES 1 AROUND WATERLINE TILES AROUND END WALL TARGETS NOTE: CONTRACTIXt SHALL RE -INSTALL VERIFY DIMENSIONS OF (E) HANDRAIL E%ISTING STAIRS (E) WATERLINE TILE (E) 4.5 FT DEPTH MARKER TILES (E) WHITE TOP STEP TILE ON TREAD AND WALL GAP (E) LANE LINE TILES BLACK STEP UH EDEDCE TILE INSTALL NEW )¢' THICK (MIN.) PLASTER TO BE FLUSH WITH TILES 31'-6' 311" AROUND STAIR TILES PLASTER INSTALLATION -AROUND TILES NOTE: CONTRACTOR SHALL VERIFY SUMP DEPTH AND DIMENSIONS AND PROVIDE INFORMATION TO ENGINEER PRIOR TO ORDERING THE NEW MAIN DRAIN GRATE. INSTALL NEW )'e' THICK (MIN.) PLASTER TO BE FLUSH WITH MAIN DRAIN FRAME (E) 6' SCH 80 PVC *AMAIN DRAIN INS TALLA TION INSTALL NEW )s' THICK (MIN.) PLASTER TO BE FLUSH WITH TILE el LINSTALL NEW ¢- THICK (MIN ) � PLASTER TO BE FLUSH WITH TILES 1 J_ a LANE LINE TILES W INSTALL NEW MAIN DRAIN GRATE PER AQUASTAR MODEL #R12MF-12LA-6b_B3_CD.3_DO.7_E3_FI6 RATED FOR 420 GPM (2 PLCS) (E) CDNC POOL SHELL 4 a i :1 Q U Z Q J J a O O O w Qa� Q � W Q uj OC Q a o g � O IQ - a a y 8 WLL U� o_ SHEET W140 7 OF 10 SHEETS JOB N. - Lo N O N n O i NDTES: 1. GO N TRACTOR SHALL TAKE CARE WHEN DEMOLISHING (E) POOL SHELL, SO THAT THE COPING AND EII STING REBAR ARE NOT DAMAGED. 2. DO NOT CUT REBAR TO INSTALL THE CUP ANCHOR. PROTECT —IN —PLACE (E) COPING REM OLISH (E) WATERLINE TILES AT NEW LANE LINE ANCHOR LOCATION DEMOLISH (E) CONCRETE POOL SHELL TO ACCEPT NEW LANE LINE ANCHOR s' DEMOLISH (E) LANE LINE ANCHORS LOCATED BELOW WATERLINE TILES Q i+1 LANELINEANCHOR DEMOLITION 4 NOT USED X, FILL HOLE WITH NON —SHRINK GROUT DEMOLISH (E) COPINGIN FRONT OF SKIMMER DEMOLISH (E) SKIMMER DEMOLISH (E) SKIMMER RETURN LINE, IF NECESSARY DEMOLISH (E) SKIMMER RETURN LINE TEE LOCATED ON THE SKIMMER MAINLINE, IF NECESSARY DEMOLISH (E) PIPE FITTING AND PLUG (E) PIPE DEMOLISH (E) COPING IN FRONT OF SKIMMER SECTION VIEW TOP VIEW DEMOLISH (E) EDUALIZER COVER AND PLUG (E) CONNECTION DEMOLISH (E) PLASTER NOTES: 1 THERE ARE NO AS—BUILTS OF THE EXISTING SKIMMER AND ITS INSTALLATION, ALL ITEMS SHOWN HERE ARE ASSUMPTIONS. THE CONTRACTOR SHALL VERIFY ALL ITEMS AND NOTIFY ENGINEER AND CITY OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL VERIFY THE SIZE OF THE (E) SKIMMER RETURN LINE, IF THE PIPE IS 20 OR LARGER, THEN THE PIPE DOES NOT NEED TO BE DEMOLISHED. IF THE PIPE IS SMALLER THAN 2'ro, THEN THE SKIMMER RETURN LINE WILL NEED TO BE COMPLETELY REPLACED SO THAT IT TIES INTO THE SKIMMER RETURN LINE AS A 20 PIPE. 3. CONTRACTOR SHALL DEMOLISH THE EXISTING SKIMMER AND ASSOCIATED PIPING WITH CARE, TO AVOID DAMAGING THE REST OF THE POOL STRUCTURE, 4. CONTRACTOR SHALL SCAN FOR DEBAR IN EXISTING POOL SHELL AND AVOID CUTTING REBAR WHEN DRILLING/CORING HOLE FOR NEW EQUALIZER PIPE. DEMOLISH (E) COPING IN FRONT OF SKIMMER DEMOLISH (E) SKIMMER DEMOLISH (E) POOL DECK AS NEEDED TO INSTALL NEW SKIMMER, EQUALIZERS, AND ASSOCIATED PIPING DEMOLISH (E) COPING IN PROTECT —IN —PLACE FRONT OF SKIMMER (E) COPING, U.N,O, 9 FT CORE 6" DIAMETERiD E DEMOLISH (E) DEPTH HOLE IN POOLS MARKERS AT WATER SHELL TO INSTALLLINE TILE NEW EQUALIZER PIPE DEMOLI(E) UNDERWATER LIGHT AND PLUG(E) CONNECTION TO BE DEMOLISHED CORE C DIAMETER HOLE PER DETAIL IN POOL SHELL TO INSTALL W120 NEW EQUALIZER PIPE SKIMMER DEMOLITION(ADD AL TERNA TI✓EJ «E ol LID N O N O 75'-0" 311'-0 3/4' 317'-9' 39'-5' 310'-5 3/4- -A LJ - fi 3 3 3 At 1 At �1 1 At PLAN VIEW 1/4' = 1'-0- Al 1 1 Al I z SECTION A -A 1/4' = 1'-0- IL GENERAL NOTES: III 1. THIS PLAN IS BASED ON AS-BUILTS, CONTRACTOR TO VERIFY SITE CONDIPON. PROPOSED ITEMS A 1 INSTALL NEW DEPTH MARKERS ON POOL DECK AND POOL W19 WALL, 25'-0' MAXIMUM DISTANCE BETWEEN MARKERS CENTER TO CENTER (13 PLCS), LOCATED AT EXISTING LOCATIONS B 2 INSTALL NEW MAIN DRAIN COVER PER AOUASTAR MODEL 4 R12MF-12 RATED FOR 420 GPM (2 PLCS) 4 3 INSTALL NEW POOL LIGHT (B PLCS) C A 4 INSTALL NEW WHITE POOL PLASTER 9 9 4 5 REINSTALL EXISTING HANDRAILS (2 PLCS) 4 6 INSTALL NEW LANE LINE ANCHOR (B PLCS) ADD ALTERNATIVE 4 FT 2 0 4 B FT B Ai INSTALL NEW SKIMMER AND ASSOCIATED EOUALQERS 4 el 0 W O d Z � J as J O O n U Z Q J J a O Q Q W Qa� Zia W Q a o g � o a z W �sJ Uw ao= Q ¢� SHEET W130 8 Of 10 SHEETS JO. N0. CS]8 Lo N O N O (E) CONC POOL SHELL INSTALL NEW )h' THICK (MIN.) PLASTER (E) WALL INLET FITTING AROUND INLETS BRAIL (E) CONC POOLESSED tllFNSTSGA)LL STEP NEW )4' THICK LASTER TO BE WITH RECESSED STEPS AROUND STEP INSERTS PLASTER INS TALLA T/ON -AROUND POOL FIXTURES NOTE: CONTRACTOR SHALL VERIFY REWIRED UNDERWATER LIGHT CABLE LENGTH PRIOR TD ORDERING NEW LIGHT. D UNDERWATER LIGHT INSTALLATION (E) 5DD-WATT INCANDESCENT PENTAIR AMERLITE 784 LIGHT INSTALL NEW 'J&J ELECTRONICS' LPL-PRHO-CW-120 (50DW EQUIVALENT). 120V LED BULB INSTALL NEW )S' THICK (MIN.) PLASTER WATER LEVEL d (E) 6116' WATERLINE TILES INSTALL NEW V THICK (MIN.) PLASTER TO BE FLUSH WITH TILES (E) CONC POOL SHELL AROUND WATERLINE TILES RE -INSTALL (E) HANDRAIL (E) WATERLINE TILE (E) WHITE TOP STEP TILE ON TREAD AND WALL GAI - (E) BLACK STEP EDGE TILE INSTALL NEW )r THICK (MIN.) PLASTER TO BE FLUSH WITH TILES AROUND STAIRTILES PLASTER INSTALLATION -AROUND TILES (E) WATERLINE TILES (E) END WALL TARGET TILES INSTALL NEW )`i' THICK (MIN.) PLASTER TD BE FLUSH WITH TILES 1 AROUND END WALL TARGETS NOTE: CONTRACTOR SHALL VERIFY SUMP DEPTH AND DIMENSIONS AND PROVIDE INFORMATION TO ENGINEER PRIOR TO ORDERING THE NEW MAIN DRAIN GRATE. �l INSTALL NEW H' THICK (MIN.) PLASTER TO BE FLUSH WITH MAIN DRAIN FRAME 4 � (E) 6' SCH 80 PVC'-' B MAIN DRAIN INS TALLA TION INSTALL NEW )4' THICK (MIN) PLASTER TO BE FLUSH WITH TILE el LINSTALL NEW )¢' THICK (MIN) - PLASTER TO BE FLUSH WITH TILES ] J_ Q LANE LINE TILES W INSTALL NEW MAIN DRAIN GRATE PER AOUASTAR MODEL #R12MF-12f-A-6693-CD.3_DO.7-E3_FI5 RATED FOR 420 GPM (2 PLCS) (E) CONC POOL SHELL 4 � i :1 1 Q U Z Q J J a O O O w Qa� Zia W Q uj C Q a o g 0 a z 8 a� w" U ao� Q ¢� SHEET W140 7 OF 10 SHEETS JOB N0. CS]8 ao N O N O DEPTH MARKER T/L/NG (DECKJ frz-f-o 6. 6'X6' WATERLINE TILE (COLOR TO MATCH EXISTING) TO FILL EXTRA SPACE eEF3770N A Ff 6 �N /�Ff 0 W 4Fr 07N 0 N y 6'x6' DEPTH 5� MARKER TILE, TYPICAL # DEPTH MARKER TILING (WA TERL/NE) ATI PLR DESIGN AND DIMENSIONS ON DECK PER 1 e W14 NOTES, 1. ALL MARKERS TO HAVE FEET AND INCHES AS SHOWN. WATER DEPTH CALL OUT PER PLAN aaaaa= ty(iNEFyA p yy 8 ? $ a USING OLD DEPTH MARKER LOCATION NEXT TO DEPTH MARKER DEPTH MARKER TO BE INSTALLED+4FT.6. NINSTALL'NO DINNG'SIGNBAN WHERE OCCURS ON PLAN W14 DEPTH MARKER TO BE.us3wSa INSTALLED AT THE OLD DEPTH MARKER LOCATION. TILE DESIGN AND _ DIMENSION PER kev J, - �, DEPTH MARKER FRONT ISE NOTE, NO DIVING' SIGNS MUST BE IN CONTRASTING COLOR WITH THE BACKGROUND, AND MADE OF SLIP RESISTANT AND DURABLE MATERIAL. *NO D/✓/NG S/GN p / s= - B Of 0 SHEETS �/ JOB NO CS]8 Lo N O N O i C� A LANELINEANCHOR CO TRACTOR SHALL BOND NEW LANE LINE ANCHOR TO EXISTING POOL REPAIR zi Q REPLACE EXPANSION JOINT SEALANT WITH DEC K-O-SEAL OR APPROVED EQUAL, INSTALL AND PREPARE SURFACES PER MANUFACTURER'S RECOMMENDATIONS COPING DETAIL ±1 _ 0 1 10 29 NEW COPING PER "HANCRETE" SAFETY GRIP WITH SALT/POCKED TEXTURE, COLOR TO BE NATURAL GRAY (OR OTHER COLOR TO MATCH EXISTING COPINGS) OR APPROVED EOUAL CUT NEW WATERLINE TILE TO ENCOMPASS THE NEW LANE LINE ANCHOR INSTALL NEW LANE LINE ANCHOR PER SR. SMITH "LANE LINE WALL ANCHOR" WA-100 CUT NEW WATERLINE TILE TO ENCOMPASS THE NEW LANE LINE ANCHOR INSTALL NON -SHRINK GROUT ��NOTE, CONTRACTOR SHALL VERIFY DIMEN:ST:`N:Go:FC:0]PNG EXISTING POOL COPING. THE NEW �N DIMENSIONS SHALL MATCH THE EXI SIN,) WATERSTOP PER DETAIL A W143 FILL CORED HOLE WITH NON -SHRINK GROUT 2" SCH 40 PVC REINFORCEMENT SEE SECTION PVC FITTING SO THAT THE TWO EQUALIZERS ARE HYDRAULICALLY BALANCED, SEE PLAN VIEW FOR APPROXIMATE ED ATRER LOCATIONS INSTALL NEW SKIMMER PER "AQUASTAR" MODEL SKR2 RATED FIR 65 GPM W/ A 2' CONNECTION REPAIR DECK AS NEEDED EQUALIZER COVER PER "AOUASTAR' MODEL 6HPHA RATED FOR 143 GPM INSTALL NEW SKIMMER PER REPLACING COPING PER DETAIL p '"AOUASTAR" MODEL SKR2 RATED FIR W14 65 GPM W/ A 2" CONNECTION #4 (L STD HOOK DRILL & ADHESIVE INTO EXISTING DRILL & ADHESIVE ED DOWEL WITH 5" (MIN.) EMBED POOL SHELL WITH 5" (MIN.) EMBED DRILL & ADHESIVE INTO EXISTING POOL SHELL WITH 5" {MIN.) EMBED TYP. q4 DOWEL @ 12" W/ STD. HOOK NEW CONCRETE WATERSTOP PER DETAIL p EQUALIZER COVER PER "AOUASTAR" W143 MODEL GHETTO, RAT ED FOR 143 GPM A4 FL_ STD HOOK DRILL & ADHESIVE INTO EXISTING POOL SHELL WITH 5' (MIN.) EMBED EXISTING CONCRETE POOL SHELL A4 DOWEL @ 12" W/ STD. HOOK DRILL & ADHESIVE #4 DOWEL _ WITH 5' (MIN.) EMBED DRILL & ADHESIVE INTO EXISTING Pool SHELL WITH 5" (MIN.) EMBED TYP. REPLACING COPING PER DETAIL D w14z a ` - a Q PVC PIPE CAP 0 a s a a s EQUALIZER COVER PER "AQUASTAR' MODEL 6HPHA RATED FOR 143 GPM FRONT VIEW 4 SKIMMER REPLACEMENT ol Lo N O N O i LINE SIZE PVC PIPE PIPE SIZE ..X.. 6"0 ABOVE 3' 3'0 TO 5'0 2' FLANGE FABRICATED FROM 1/2° PVC BELOW 3'0 t SHEET. SOLVENT WELD IN PLACE. NOTE: I.O. TO MATCH PIPE O.D. 3/4" RX WATERSTOP CONTINUOUS AROUND CORED HOLE ISOMETRIC VIEW SCALE: NTS 3/4' RX WATERSTOP CONTINUOUS AROUND PIPE ROUGHEN (J' AMPLITUDE) THE FACE J PVC WATERSTOP FLANGE OF THE EXISTING POOL SHELL NON -SHRINK GROUT PLAN VIEW - CORED HOLE WA TERS TOP DETA/L �y(iNEPq's 1TERSTOP,�� AROUND PIPE 8 $ STOP FLANGE PLAN VIEW - NEW CONCRETE to J_ Q F W AL T 190' HOOK o ALT 135' HOOK 0'0 EVERY OTHER TIE EVERY OTHER TIE w N4X o CS' 4y " 6 MIN 1 0 BAR OFFSET D a D D D ]�2 6tl OR 3' MIN. D = 1 1/2" FOR #3 4tl DR 2 1/2 MIN. D FOR ,0 D = 2 1/2' FOR #5 = Btl FIXt TO 11 D = 10tl FOR #14 d #1B STIRRUP/TIE HOOKS & BENDS BAR END HOOKS & BENDS END HOOKS, ALL GRADES BAR SIZE D J #3 2 1/4" 3- #4 3" 4. #5 3 3/4- 5- #6 4 1/2" 6- #7 5 1/4" 7- #8 6" 8" #9 9 1/4" 11 1/2- #10 10 1/4" 13" #11 12 1/2" 15 3/4" i :1 TYPICAL REINFORCEMENTBEND RE/NFORCEMENT BEND �.vaTTo sca[Esca[E l0 Of 0 SHEETS JOB NO CS]8 EXHIBIT B Technical Specifications SECTION 00 00 20 TABLE OF CONTENTS DIVISION 00 - CONDITIONS OF THE CONTRACT 00 00 20 Table of Contents DIVISION 03 — CONCRETE 03 02 00 Reinforcement Steel 03 02 90 Joints in Concrete 03 03 00 Cast -in -Place Concrete 03 09 31 Epoxy Injection System DIVISION 13 — SPECIAL CONSTRUCTION 13 1100 Pool Start Up 13 1111 Pool Submittals 13 1117 Pool Tiles 13 1119 Pool Plaster 13 1120 Pool Equipment SECTION 03 02 00 REINFORCEMENT STEEL PART 1 —GENERAL 1.1 THE REQUIREMENT A. Furnish, fabricate and place all concrete reinforcement steel, welded wire fabric, couplers, and concrete inserts for use in reinforced concrete and masonry construction and shall perform all appurtenant work, including all the wires, clips, supports, chairs, spacers, and other accessories, all in accordance with the Contract Documents. 1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. Commercial Standards: ACI 315 ACI 318 CRSI MSP-1 AWS D1.4 ASTM A 82 ASTM A 615 ASTM A 775 1.3 SUBMITTALS Details and Detailing of Concrete Reinforcement Building Code Requirements for Reinforced Concrete Concrete Reinforcing Steel Institute Manual of Standard Practice Structural Welding Code - Reinforcing Steel Specification for Steel Wire, Plain, for Concrete Reinforcement Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement Specification for Epoxy -Coated Reinforcing Steel Bars A. Submittals shall be furnished in accordance with Section 13 11 11 - Submittals. B. Submittals shall include shop bending diagrams, placing lists, drawings of all reinforcement steel prior to fabrication and mill test reports. C. Details of the concrete reinforcement steel and concrete inserts shall be submitted at the earliest possible date after receipt by the CONTRACTOR of the Notice to Proceed. Said details of reinforcement steel for fabrication and erection shall conform to ACI 315 and the requirements specified and shown. The shop bending diagrams shall show the actual lengths of bars, to the nearest inch measured to the intersection of the extensions (tangents for bars of circular cross section) of the outside surface. The shop drawings shall include bar placement diagrams, which clearly indicate the dimensions of each bar splice. D. Where mechanical couplers are required or permitted to be used to splice reinforcement steel, submit manufacturer's literature which contains instructions and recommendations for installation for each type of coupler used; certified test reports which verify the load capacity of each type and size of coupler used; and shop drawings which show the location of each coupler with details of how they are to be installed in the formwork. E. If reinforcement steel is spliced by welding at any location, submit mill test reports, which shall contain the information necessary for the determination of the carbon equivalent as specified in AWS D1.4. Submit a written welding procedure for each type of weld for each size of bar which is to be spliced by welding; merely a statement that AWS procedures will be followed is not acceptable. F. Submit all reinforcing product mill certificates. REINFORCEMENT STEEL 03 02 00 - 1 1.4 QUALITY ASSURANCE A. If requested by the ENGINEER, the CONTRACTOR shall provide samples from each heat of reinforcement steel delivered in a quantity adequate for testing. Costs of all tests will be paid by the CONTRACTOR. B. If reinforcement steel is spliced by welding at any location, the CONTRACTOR shall submit certifications of procedure qualifications for each welding procedure used and certification of welder qualifications, for each welding procedure, and for each welder performing the work. Such qualifications shall be as specified in AWS D1.4. C. If requested by the ENGINEER, the CONTRACTOR shall provide samples of each type of welded splice used in the WORK in a quantity and of dimensions adequate for testing. At the discretion of the ENGINEER, radiographic testing of direct butt -welded splices will be performed. The CONTRACTOR shall provide assistance necessary to facilitate testing. The CONTRACTOR shall repair any weld, which fails to meet the requirements of AWS D1.4. The costs of testing will be paid by the CONTRACTOR. PART 2 — PRODUCTS 2.1 REINFORCEMENT STEEL A. Reinforcement Steel for all cast -in -place reinforced concrete construction shall conform to the following requirements: 1. Bar reinforcement shall conform to the requirements of ASTM A 615 for Grade 60 Billet Steel Reinforcement or as otherwise shown. Welded wire fabric reinforcement shall conform to the requirements of ASTM A 185 and the details shown; provided, that welded wire fabric with longitudinal wire of W4 size wire and smaller shall be either furnished in flat sheets or in rolls with a core diameter of not less than 10 inches; and provided further, that welded wire fabric with longitudinal wires larger than W4 size shall be furnished in flat sheets only. Spiral reinforcement shall be cold -drawn steel wire conforming to the requirements of ASTM A 82. B. Accessories: Accessories shall include all necessary chairs, slab bolsters, concrete blocks, tie wires, dips, supports, spacers and other devices to position reinforcement during concrete placement. All bar supports shall meet the requirements of the CRSI Manual of Standard Practice including special requirements for supporting epoxy coated reinforcing bars. Wire bar supports shall be CRSI Class 1 for maximum protection with a 1/8-inch minimum thickness of plastic coating, which extends at least'/2-inch from the concrete surface. Plastic shall be gray in color. Concrete blocks (dobies), used to support and position reinforcement steel, shall have the same or higher compressive strength as specified for the concrete in which it is located. Wire ties shall be embedded in concrete block bar supports. C. Epoxy coating for reinforcing and accessories, where specified or shown, shall conform to ASTM A 775. 2.2 MECHANICAL COUPLERS A. Mechanical couplers shall be provided where shown and where approved by the ENGINEER. The couplers shall develop a tensile strength, which exceeds 125% of the yield strength of the reinforcement bars being spliced at each splice. B. Where the type of coupler used is composed of more than one component, all components REINFORCEMENT STEEL 03 02 00 - 2 required for a complete splice shall be supplied. This shall apply to all mechanical splices, including those splices intended for future connections. C. The reinforcement steel and coupler used shall be compatible for obtaining the required strength of the connection. Straight threaded type couplers shall require the use of the next larger size reinforcing bar or shall be used with reinforcing bars with specially forged ends which provide upset threads which do not decrease the basic cross section of the bar. D. Couplers shall be Lenton Form Saver as manufactured by Erico Products; Dowel Bar Splicer System as manufactured by Richmond Screw Anchor Company; or ENGINEER approved equal. 2.3 WELDED SPLICES A. Welded splices shall be provided where shown and where approved by the ENGINEER. All welded splices of reinforcement steel shall develop a tensile strength, which exceeds 125% of the yield strength of the reinforcement bars, which are connected. B. All materials required to conform the welded splices to the requirements of AWS D1.4 shall be provided. PART 3 — EXECUTION 3.1 GENERAL A. All reinforcement steel, welded wire fabric, couplers and other appurtenances shall be fabricated, and placed in accordance with the requirements of the Building Code and the Supplementary Requirements specified herein. 3.2 FABRICATION A. General: 1. Reinforcement steel shall be accurately formed to the dimensions and shapes shown, and the fabricating details shall be prepared in accordance with ACI 315 and ACI 318, except as modified by the Contract Drawings. Stirrups and tie bars shall be bent around a pin having a diameter not less than 1'/2-inch for No. 3 bars, 2-inch for No. 4 bars, and 2'/2-inch for No. 5 bars. Bends for other bars shall be made around a pin having a diameter not less than 6 times the bar diameter, except for bars larger than 1-inch, in which case the bends shall be made around a pin of 8 bar diameters. Bars shall be bent cold. 2. The CONTRACTOR shall fabricate reinforcement bars for structures in accordance with bending diagrams, placing lists and placing drawings. Said drawings, diagrams and lists shall be prepared by the CONTRACTOR as specified under Section 01300 - Submittals. B. Fabricating Tolerances: Bars used for concrete reinforcement shall meet the following requirements for fabricating tolerances: 1. Sheared length: ± 1-inch 2. Depth of truss bars: + 0, -'/2-inch REINFORCEMENT STEEL 03 02 00 - 3 Stirrups, ties and spirals: + 1/2-inch 4. All other bends: + 1-inch 3.3 PLACING A. Reinforcement steel shall be accurately positioned as shown, and shall be supported and wired together to prevent displacement, using annealed iron wire ties or suitable clips at intersections. All reinforcement steel shall be supported by concrete, plastic or metal supports, spacers or metal hangers, which are strong and rigid enough to prevent any displacement of the reinforcement steel. Where concrete is to be placed on the ground, supporting concrete blocks (or dobies) shall be used, in sufficient numbers to support the bars without settlement, but in no case shall such support be continuous. All concrete blocks used to support, reinforcement steel shall be tied to the steel with wire ties, which are embedded in the blocks. For concrete over formwork, the CONTRACTOR shall furnish concrete, metal, plastic or other acceptable bar chairs and spacers. B. Limitations on the use of bar support materials shall be as follows: Concrete Dobies: Permitted at all locations except where architectural finish is required. Wire Bar Supports: Permitted only at slabs over dry areas, interior dry wall surfaces and exterior wall surfaces. Plastic Bar Supports: Permitted at all locations except on grade. C. Tie wires shall be bent away from the forms in order to provide the specified concrete coverage. D. Bars additional to those shown which may be found necessary or desirable by the ENGINEER for the purpose of securing reinforcement in position shall be provided by the CONTRACTOR at its own expense. E. Unless otherwise specified, reinforcement placing tolerances shall be within the limits specified in Section 26.6 of ACI 318 except where in conflict with the requirements of the Building Code. F. Bars may be moved as necessary to avoid interference with other reinforcement steel, conduits or embedded items. If bars are moved more than one bar diameter, or enough to exceed the above tolerances, the resulting arrangement of bars shall be as acceptable to the ENGINEER. G. Accessories supporting reinforcing bars shall be spaced such that there is no deflection of the accessory from the weight of the supported bars. When used to space the reinforcing bars from wall forms, the forms and bars shall be located so that there is no deflection of the accessory when the forms are tightened into position. 3.4 SPACING OF BARS A. The clear distance between parallel bars (except in columns and between multiple layers of bars in beams) shall be not less than the nominal diameter of the bars nor less than 1 % times the maximum size of the coarse aggregate, nor less than 1-inch. B. Where reinforcement in beams or girders is placed in two (2) or more layers, the clear distance between layers shall be not less than one inch. C. In columns, the clear distance between longitudinal bars shall be not less than 1'/2 times the bar diameter, nor less than 1'/2 times the maximum size of the coarse aggregate, nor less than 1'/2 inches. D. The clear distance between bars shall also apply to the distance between a contact splice and adjacent splices or bars. REINFORCEMENT STEEL 03 02 00 - 4 3.5 SPLICING A. General: 1. Reinforcement bar splices shall only be used at locations shown. When it is necessary to splice reinforcement at points other than where shown, the character of the splice shall be as acceptable to the ENGINEER. 2. Unless, otherwise indicated, dowels shall match the size and spacing of the spliced bar. B. Splices of Reinforcement: 1. The length of lap for reinforcement bars, unless otherwise shown shall be in accordance with ACI 318-89, Section 12.15.1 for a Class B splice. 2. Splices in column spiral reinforcement, when necessary, shall be made by welding or by a lap of 1'/2 turns. C. Bending or Straightening: Reinforcement shall not be straightened or rebent in a manner, which will injure the material. Bars with kinks or bends not shown shall not be used. All bars shall be bent cold, unless otherwise permitted by the ENGINEER. No bars partially embedded in concrete shall be field -bent except as shown or specifically permitted by the ENGINEER. D. Couplers, which are located at a joint face, shall be a type, which can be set either flush or recessed from the face as shown. The couplers shall be sealed during concrete placement to completely eliminate concrete or cement paste from entering. Couplers intended for future connections shall be recessed a minimum of/2-inch from the concrete surface. After the concrete is placed, the coupler shall be plugged with plastic plugs, which have an O-ring seal and the recess filled with sealant to prevent any contact with water or other corrosive materials. Threaded couplers shall be plugged. E. Unless noted otherwise, mechanical coupler spacing and capacity shall match the spacing and capacity of the reinforcing shown for the adjacent section. 3.6 CLEANING AND PROTECTION A. Reinforcement steel shall at all times be protected from conditions conducive to corrosion until concrete is placed around it. B. The surfaces of all reinforcement steel and other metalwork to be in contact with concrete shall be thoroughly cleaned of all dirt, grease, loose scale and rust, grout, mortar and other foreign substances immediately before the concrete is placed. Where there is delay in depositing concrete, reinforcement shall be reinserted and, if necessary recleaned. 3.7 EMBEDMENT OF DRILLED REINFORCING STEEL DOWELS A. Hole Preparation: 1. The hole diameter shall be as recommended by the epoxy manufacturer but shall be no larger than 0.25-inch greater than the diameter of the outer surface of the reinforcing bar deformations. 2. The depth of the hole shall be as recommended by the epoxy manufacturer to fully develop the bar but shall not be less than 12 bar diameters, unless noted otherwise. 3. The hole shall be drilled by methods, which do not interfere with the proper bonding of epoxy. 4. Existing reinforcing steel in the vicinity, of proposed holes shall be located prior to drilling. The location of holes to be drilled shall be adjusted to avoid drilling through or nicking any existing reinforcing bars. 5. The hole shall be blown clean with clean, dry compressed air to remove all dust and loose REINFORCEMENT STEEL 03 02 00 - 5 particles. Epoxy shall be injected into the hole through a tube placed to the bottom of the hole. The tube shall be withdrawn as epoxy is placed but kept immersed to prevent formation of air pockets. The hole shall be filled to a depth that insures that excess material will be expelled from the hole during dowel placement. Dowels shall be twisted during insertion into the partially filled hole so as to guarantee full wetting of the bar surface with epoxy. The bar shall be inserted slowly enough to avoid developing air pockets. - END OF SECTION - REINFORCEMENT STEEL 03 02 00 - 6 SECTION 03 02 90 JOINTS IN CONCRETE PART 1 —GENERAL 1.1 THE REQUIREMENT A. Construct all joints in concrete at the locations shown. Joints required in concrete structures are of various types and will be permitted only where shown, unless specifically accepted by the ENGINEER. 1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. Related Sections: 1. Section 13 11 11 —Submittals 5. Section 03 03 00 — Cast -In -Place Concrete B. Commercial Standards: ASTM C 920 Specifications for Elastomeric Joint Sealants ASTM D 412 Test Methods for Rubber Properties in Tension ASTM D 624 Test Method for Rubber Property -- Tear Resistance ASTM D 638 Test Method for Tensile Properties of Plastics ASTM D 746 Test Method for Brittleness Temperature of Plastics and Elastomers by Impact ASTM D 747 Test Method for Apparent Bending Modulus of Plastics by Means of a Cantilever Beam ASTM D 1056 Specification for Flexible Cellular Materials -- Sponge or Expanded Rubber ASTM D 1752 Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction ASTM D 2240 Test Method for Rubber Property -- Durometer Hardness ASTM D 2241 Specification for Poly (Vinyl Chloride) (PVC) Pressure -Rated Pipe (SDR-Series) 1.3 TYPES OF JOINTS A. Construction Joints: Provide where shown on the plans. When fresh concrete is placed against a hardened concrete surface, the joint between the two (2) pours is called a construction joint. Unless otherwise specified, all joints in water bearing members shall be provided with a waterstop and sealant groove of the shape specified and shown. The space so formed shall be filled with a joint sealant material as specified in Section 07920 — Caulking and Joint Sealant. B. Contraction Joints: Provide where shown on the plans. Contraction joints are similar to construction joints except that the fresh concrete shall not bond to the hardened surface of the first pour, which shall be coated with a bond breaker. The slab reinforcement shall be stopped 4'/2 inches from the joint; which is provided with a sleeve -type dowel, to allow shrinkage of the concrete of the second pour. Waterstop and/or sealant groove shall also be provided when specified or shown. JOINTS IN CONCRETE 03 02 90 - 1 C. Expansion Joints: Provide where shown on the plans. To allow the concrete to expand freely, a space is provided between the two pours, the joint shall be formed as shown. This space is obtained by placing a filler joint material against the first pour, which acts as a form for the second pour. Unless otherwise specified, all expansion joints in water bearing members shall be provided with a center -bulb type waterstop as shown. 1.4 SUBMITTALS A. Submittals shall be furnished in accordance with Section 13 11 11 - Submittals. B. Waterstops: Prior to production of the material required under this contract, qualification samples shall be submitted. Such samples shall consist of extruded or molded sections of each size or shape to be used, and shall be accomplished so that the material and workmanship represents in all respects the material to be furnished under this contract. The balance of the material to be used under this contract shall not be produced until after the ENGINEER has reviewed the qualification samples. C. Joint Location: Submit placement shop drawings showing the location and type of all joints for each structure. Along with the associated pour sequence. 1.5 QUALITY ASSURANCE A. Waterstop Inspection: It is required that all waterstop field joints shall be subject to rigid inspection, and no such work shall be scheduled or started without having made prior arrangements with the ENGINEER to provide for the required inspections. Not less than 24 hours notice shall be provided to the ENGINEER for scheduling such inspections. B. All field joints in waterstops shall be subject to rigid inspection for misalignment, bubbles, inadequate bond, porosity, cracks, offsets and other defects, which would reduce the potential resistance of the material to water pressure at any point. All defective joints shall be replaced with material, which shall pass said inspection, and all faulty material shall be removed from the site and disposed of at no additional cost. C. The following waterstop defects represent a partial list of defects, which shall be grounds for rejection: 1. Offsets at joints greater than '/16-inch or 15% of material thickness, at any point, whichever is less. 2. Exterior crack at joint, due to incomplete bond, which is deeper than 1/16-inch or 15% of material thickness, at any point, whichever is less. 3. Any combination of offset or exterior crack which will result in a net reduction in the cross section of the waterstop in excess of 1/16-inch or 15% of material thickness at any point, whichever is less. 4. Misalignment of joint, which result in misalignment of the waterstop in excess of '/2-inch in 10 feet. Porosity in the welded joint as evidenced by visual inspection. Bubbles or inadequate bonding which can be detected with a penknife test. (If, while prodding the entire joint with the point of a pen knife, the knife breaks through the outer portion of the weld into a bubble, the joint shall be considered defective.) D. Waterstop Samples: Prior to use of the waterstop material in the field, a sample of a fabricated mitered cross and a tee constructed of each size or shape of material to be used shall be submitted to the ENGINEER for review. These samples shall be fabricated so that the material and workmanship represent in all respects the fittings to be furnished under this contract. Field samples of fabricated fittings (crosses, tees, etc.) may be selected at random by the ENGINEER for testing by a laboratory at no additional expense to the ENGINEER. When tested, they shall have a tensile strength across the joints equal to at least 600 psi. JOINTS IN CONCRETE 03 02 90 - 2 PART 2 — PRODUCTS 2.1 EXPANSION JOINTS A. General: Any expansion joints on the pool deck shall be per Deck-O-Seal or approved equal. 2.2 BACKING ROD A. Backing rod shall be an extruded closed -cell, polyethylene foam rod. The material shall be compatible with the joint sealant material used and shall have a tensile strength of not less than 40 psi and a compression deflection of approximately 25% at 8 psi. The rod shall be'/8-inch larger in diameter than the joint width except that a 1-inch diameter rod shall be used for a 3/4-inch wide joint. 2.3 BOND BREAKER A. Bond breaker shall be Super Bond Breaker as manufactured by Burke Company, San Mateo, California; Select Cure CRB as manufactured by Select Products Co., Upland, California; or ENGINEER approved equal. It shall contain a fugitive dye so that areas of application will be readily distinguishable. Providewhere shown on the plans. 2.4 SLIP DOWELS A. Slip dowels in joints shall be A36 smooth epoxy -coated bars, conforming to ASTM A 775. Provide where shown on the plans. PART 3 — EXECUTION 3.1 GENERAL A. Waterstops of the type specified herein shall be embedded in the concrete across joints as shown. All waterstops shall be fully continuous for the extent of the joint. Splices necessary to provide such continuity shall be accomplished in conformance to printed instructions of manufacturer of the waterstops. Suitable precautions and means to support and protect the waterstops during the progress of the work and shall repair or replace at its own expense any waterstops damaged during the progress of the work shall be taken. All waterstops shall be stored so as to permit free circulation of air around the waterstop material. B. When any waterstop is installed in the concrete on one side of a joint, while the other half or portion of the waterstop remains exposed to the atmosphere for more than 2 days, suitable precautions shall be taken to shade and protect the exposed waterstop from direct rays of the sun during the entire exposure and until the exposed portion of the waterstop is embedded in concrete. 3.2 SPLICES IN WATERSTOPS A. Splices in waterstops shall be performed by heat -sealing the adjacent waterstop sections in accordance with the manufacturer's printed recommendations. It is essential that: The material not be damaged by heat sealing. The splices have a tensile strength of not less than 60 percent of the unspliced materials tensile strength. The continuity of the waterstop ribs and of its tubular center axis be maintained. B. Butt joints of the ends of two (2) identical waterstop sections may be made while the material is in the forms. C. All joints with waterstops involving more than two (2) ends to be jointed together, and all joints which involve an angle cut, alignment change, or the joining of two (2) dissimilar waterstop JOINTS IN CONCRETE 03 02 90 - 3 sections shall be prefabricated prior to placement in the forms, allowing not less than 24-inch long strips of waterstop material beyond the joint. Upon being inspected and approved, such prefabricated waterstop joint assemblies shall be installed in the forms and the ends of the 24- inch strips shall be butt welded to the straight run portions of waterstop in place in the forms. D. Where a centerbulb waterstop intersects and is jointed with a non-centerbulb waterstop, care shall be taken to seal the end of the centerbulb, using additional PVC material if needed. 3.3 JOINT CONSTRUCTION A. Setting Waterstops: In order to eliminate faulty installation that may result in joint leakage, particular care shall be taken of the correct positioning of the waterstops during installation. Adequate provisions must be made to support and anchor the waterstops during progress and to insure the proper embedment in the concrete. The symmetrical halves of the waterstops shall be equally divided between the concrete pours at the joints. The center axis of the waterstops shall be coincident with the joint openings. Maximum density and imperviousness of the concrete shall be insured by thoroughly working it near all joints. B. In placing flat -strip waterstops in the forms, means shall be provided to prevent them from being folded over by the concrete as it is placed. Unless otherwise shown, all waterstops shall be held in place with light wire ties on 12-inch centers, which shall be passed through the edge of the waterstop and tied to the curtain of reinforcing steel. Horizontal waterstops, with their flat face in a vertical plane, shall be held in place with continuous supports to which the top edge of the waterstop shall be tacked. In placing concrete around horizontal waterstops, with their flat face in a horizontal plane, concrete shall be worked under the waterstops by hand so, as to avoid the formation of air and rock pockets. C. In placing centerbulb waterstops in expansion joints, the centerbulb shall be centered on the joint filler material. D. Waterstop in vertical wall joints shall stop 6 inches from the top of the wall where such waterstop does not connect with any other waterstop and is not to be connected to for a future concrete placement. E. Joint Location: Construction joints, and other types of joints, shall be provided where shown. When not shown, construction joints shall be provided at 25-foot maximum spacing for all concrete construction, unless noted otherwise. Where joints are shown spaced greater than 40- feet apart, additional joints shall be provided to maintain the 25-foot maximum spacing. The location of all joints, of any type, shall be submitted for acceptance by the ENGINEER. JOINTS IN CONCRETE 03 02 90 - 4 F. Joint Preparation: Special care shall be used in preparing concrete surfaces at joints where bonding between two (2) sections of concrete is required. Unless otherwise shown, such bonding will be required at all horizontal joints in walls. Surfaces shall be prepared in accordance with the requirements of Section 03 03 00 - Cast -in -Place Concrete. Except on horizontal wall construction joints, wall to slab joints or where otherwise shown or specified, at all joints where waterstops are required, the joint face of the first pour shall be coated with a bond breaker as shown on the plans. G. Construction Joint Sealant: Construction joints in water -bearing floor slabs, and elsewhere as shown, shall be provided with tapered grooves, which shall be filled with a construction joint sealant. The material used for forming the tapered grooves shall be left in the grooves until just before the grooves are cleaned and filled with joint sealant. After removing the forms from the grooves, all laitance and fins shall be removed, and the grooves shall be sandblasted. The grooves shall be allowed to become thoroughly dry, after which they shall be blown out; immediately thereafter, install the joint sealant per Section 07920 — Caulking and Joint Sealant they shall be primed, bond breaker tape placed in the bottom of the groove, and filled with the construction joint sealant. The primer used shall be supplied by the same manufacturer supplying the sealant. No sealant will be permitted to be used without a primer. Care shall be used to completely fill the sealant grooves. Areas designated to receive a sealant fillet shall be thoroughly cleaned, as outlined for the tapered grooves, prior to application of the sealant. - END OF SECTION - JOINTS IN CONCRETE 03 02 90 - 5 SECTION 03 03 00 CAST -IN -PLACE CONCRETE PART 1 —GENERAL 1.1 THE REQUIREMENT A. Furnish all materials for concrete in accordance with the provisions of this Section and form, mix, place, cure, repair, finish, and do all other work as required to produce finished concrete, in accordance with the requirements of the Contract Documents. B. The following types of concrete are covered in this Section: 1. Structural Concrete: Concrete to be used in all cases except where indicated otherwise in the Contract Documents. 2. Sitework Concrete: Concrete to be used for curbs, gutters, catch basins, sidewalks, pavements, fence and guard post embedment, underground duct bank encasement and all other concrete appurtenant to electrical facilities unless otherwise indicated. C. The term "hydraulic structure" used in these specifications means environmental engineering concrete structures for the containment, treatment or transmission of water, wastewater or other fluids. 1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. Related Sections: 1. Section 13 11 11 —Submittals. 2. Section 03 02 00 — Reinforcement Steel 3. Section 03 02 90 — Joints in Concrete 4. Section 03 09 31 — Epoxy Injection System B. Commercial Standards: ACI 117 Standard Tolerances for Concrete Construction and Materials ACI 214 Recommended Practice for Evaluation of Strength Test Results of Concrete ACI 301 Structural Concrete for Buildings ACI 306.1 Cold Weather Concreting ACI 309 Consolidation of Concrete ACI 315 Details and Detailing of Concrete Reinforcement ACI 318 Building Code Requirements for Reinforced Concrete ACI 350R Environmental Engineering Concrete Structures ASTM C 31 Practices for Making and Curing Concrete Test Specimens in the Field ASTM C 33 Concrete Aggregates ASTM C 39 Test Method for Compressive Strength of Cylindrical Concrete Specimens ASTM C 94 Ready -Mixed Concrete ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates ASTM C 143 Test Method for Slump of Hydraulic Cement Concrete ASTM C 150 Portland Cement ASTM C 156 Test Methods for Water Retention by Concrete Curing Materials CAST -IN -PLACE CONCRETE 03 03 00 - 1 1.3 ASTM C 157 Test Method for Length Change of Hardened Hydraulic Cement Mortar and Concrete ASTM C 192 Practices for Making and Curing Concrete Test Specimens in the Laboratory ASTM C 260 Air -Entraining Admixtures for Concrete ASTM C 309 Liquid Membrane -Forming Compounds for Curing Concrete ASTM C 494 Chemical Admixtures for Concrete ASTM C 1077 Practice for Laboratories Testing Concrete and Concrete Aggregates for use in Construction & Criteria for Laboratory Evaluation ASTM D 175 Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types) ASTM D 448 Classifications for Sizes of Aggregate for Road and Bridge Construction ASTM D 2419 Test Method for Sand Equivalent Value of Soils and Fine Aggregate ASTM E 119 Method for Fire Tests of Building Construction and Materials SYSTEM DESCRIPTIONS Performance Requirements: General: a. Except as otherwise specified, provide concrete composed of Portland cement, fine aggregate, and water so proportioned and mixed as to produce plastic, workable mixture in accordance with requirements as specified in this Section and suitable to specific conditions of placement. b. Proportion materials in a manner such as to secure lowest water -cement ratio which is consistent with good workability, plastic, cohesive mixture, and one which is within specified slump range. C. Proportion fine and coarse aggregate in a manner such as not to produce harshness in placing nor honeycombing in structures. Water tightness of Concrete Work: It is intent of this Section to secure for every part of the Work concrete and grout of homogeneous structure, which when hardened will have required strength, watertightness, and durability. As provided in ACI 350.1/350.1 R Concrete for Environmental Structures. a. It is recognized that some surface hairline cracks and crazing will develop in the concrete surfaces. b. Construction, contraction, and expansion joints have been positioned in structures as indicated on the Drawings, and curing methods specified, for purpose of reducing number and size of these expected from specified concrete mixes. C. Watertight: Repair cracks as described in this Section which develop in walls or slabs and repair cracks which show any signs of leakage until all leakage is stopped. d. If patching does not stop the leakage and at the engineer's discretion the installing CONTRACTOR shall pressure inject visible cracks, other than hairline cracks and crazing, in following areas with epoxy as specified in Section 03931. 1) Floors and walls of water bearing structures. 2) Walls and overhead slabs of passageways or occupied spaces, outsides of which are exposed to weather or may be washed down and are not specified to receive separate waterproof membrane. 3) Other Items Not Specified to Receive Separate Waterproof Membrane: Slabs over water channels, wet walls, reservoirs, and other similar surfaces. Workmanship and Methods: Provide concrete work, including detailing of reinforcing, conforming with best standard practices and as set forth in ACI 318 and ACI 350, Manuals, and Recommended Practices. 4. 1.4 SUBMITTALS CAST -IN -PLACE CONCRETE 03 03 00 - 2 A. Submittals shall be furnished in accordance with section 13 11 11 - submittals. B. Product Data: Submit data completely describing products. C. Information on Heating Equipment to Be Used for Cold Weather Concreting: Submit information on type of equipment to be used for heating materials and/or new concrete in process of curing during excessively cold weather. D. For conditions that promote rapid drying of freshly placed concrete such as low humidity, high temperature, and wind: Submit corrective measures proposed for use prior to placing concrete. E. Copies of Tests of Concrete Aggregates: Submit certified copies in triplicate of commercial laboratory tests not more than 90 days old of all samples of concrete aggregates. 1. Fine Aggregate: a. Clay lumps. b. Reactivity. C. Shale and chert. d. Soundness. e. Color. f. Decantation. 2. Coarse Aggregate: a. Clay lumps and friable particles. b. Reactivity. C. Shale and chert. d. Soundness. e. Abrasion loss. f. Coal and lignite. g. Materials finer than 200 sieve. F. Sieve Analysis: Submit sieve analysis of fine and coarse aggregates being used in triplicate at least every 3 weeks and at any time there is significant change in grading of materials. G. Concrete Mixes: Submit full details, including mix design calculations for concrete mixes proposed for use for each class of concrete. 1. Include information on correction of hatching for varying moisture contents of fine aggregate. 2. Submit source quality test records with mix design submittal. a. Include calculations for f'cr based on source quality test records. H. If There is Change in Aggregate Source, Aggregate Quality from Same Source: Submit new set of design mixes covering each class of concrete. If Either Fine or Coarse Aggregate Is Batched from More than One Bin: Submit analyses for each bin, and composite analysis made up from these, using proportions of materials to be used in mix. J. Cement Mill Tests: Include alkali content, representative of each shipment of cement for verification of compliance with specified requirements. K. Pozzolan Certificate of Compliance: Identify source of pozzolan and certify compliance with requirements of ASTM C 618. L. Information on mixing equipment. M. Drying shrinkage test data. N. Packing and Shipping: CAST -IN -PLACE CONCRETE 03 03 00 - 3 1. Deliver, store, and handle concrete materials in manner as to prevent damage and inclusion of foreign substances. 2. Deliver and store packaged materials in original containers until readyfor use. 3. Deliver aggregate to mixing site and handle in such a manner that variations in moisture content will not interfere with steady production of concrete of specified degree of uniformity and slump. O. Acceptance at Site: Reject material containers or materials showing evidence of water or other damage. P. Test Batch Test Data: 1. Submit data for each test cylinder. 2. Submit data that identifies mix and slump for each test cylinder. Q. Sequence of Concrete Placing: Submit proposed sequence of placing concrete showing proposed beginning and ending of individual placements. R. Ties to be used and the tie hole patching procedure and methods and materials. S. Curing Compound Other than Specified Compound: Submit complete data on proposed compound. T. Repair of Defective Concrete: Submit mix design for grout or product data if mixed onsite. U. Acceptance of Method of Concrete Repair: Make no repair until the ENGINEER has accepted method. 1.4 QUALITY ASSURANCE A. General 1. Tests for compressive strength and shrinkage of concrete shall be performed as indicated herein. Test for determining slump will be in accordance with the requirements of ASTM C 143. 2. The cost of all laboratory tests on concrete will be borne by the CONTRACTOR. The laboratory will meet or exceed the requirements of ASTM C 1077. 3. Concrete for testing shall be supplied by the CONTRACTOR at no additional cost to the OWNER, and the CONTRACTOR shall assist the ENGINEER in obtaining samples, and disposal and cleanup of excess material. B. Field Testing of Concrete: 1. During progress of construction, the CONTRACTOR will have tests made to determine whether the concrete, as being produced, complies with requirements specified. 2. Tests will be performed in accordance with ASTM C 31, ASTM C 39, and ASTM C 172. 3. The testing company will make and deliver test cylinders to the laboratory and testing expense will be borne by the CONTRACTOR. 4. Required Number Cylinders: a. Not less than 3 cylinder specimens, 6 inch diameter by 12 inch long, will be tested for each 150 cubic yards of each class of concrete placed and not less than 3 specimens for each half day's placement. b. One cylinder will be broken at 7 days and 2 at 28 days. 5. The Testing Agency shall: a. Test slump of concrete using slump cone in accordance with the requirements of ASTM C 143. CAST -IN -PLACE CONCRETE 03 03 00 - 4 b. Furnish test equipment. C. Do not use the concrete that does not meet specification requirements in regards to slump, but remove such concrete from project site. d. Test slump at the beginning of each placement, as often as necessary to keep slump within the specified range, and when requested to do so by the ENGINEER. e. Make provisions for and furnish concrete for test specimens, and provide manual assistance to the ENGINEER in preparing said specimens. f. Assume responsibility for care of and providing of curing conditions for test specimens in accordance with ASTM C 31. C. Air Entraining Admixture: Test percent of entrained air in concrete at beginning of each placement, as often as necessary to keep entrained air within specified range, and when requested to do so by the ENGINEER. Provide test equipment. Do not use concrete that does not meet specification requirements as to air entrainment and shall remove such concrete from project site. 4. Test air entrainment in concrete in accordance with ASTM C 173. The ENGINEER may at any time test percent of entrained air in concrete received on project site. D. Enforcement of Strength Requirement: Concrete is expected to reach higher compressive strength than that which is indicated in on the drawings and herein as specified compressive strength fc. Strength Level of Concrete: Will be considered acceptable if the following conditions are satisfied. a. Average of all sets of 3 consecutive test results is greater or equal to specified compressive strength fc. b. No individual strength test (average of 2 cylinders) falls below specified compressive strength f'c by more than 500 pounds per square inch. C. Whenever one, or both, of 2 conditions stated above is not satisfied, provide additional curing of affected portion followed by cores taken in accordance with ASTM C 42 and ACI 318 and comply with the following requirements. 1) If additional curing does not bring average of 3 cores taken in affected area to at least specified compressive strength fc, designate such concrete in affected area as defective. 2) The ENGINEER may require the CONTRACTOR to strengthen defective concrete by means of additional concrete, all at the CONTRACTOR's expense. 1.5 PROJECT CONDITIONS A. Environmental Requirements: Hot weather concreting: a. When Ambient Air Temperature Is Above 90 Degrees Fahrenheit: Prior to placing concrete, cool forms and reinforcing steel to by water cooling to below 90 degrees Fahrenheit. b. Temperature of Concrete Mix at Time of Placement: Keep temperature below 90 degrees Fahrenheit by methods which do not impair quality of concrete. Cold Weather Concreting: a. Concrete placed below ambient air temperature of 45 degrees Fahrenheit and falling or below 40 degrees Fahrenheit: Make provision for heating water. b. If materials have been exposed to freezing temperatures to degree that any material is below 35 degrees Fahrenheit: Heat such materials. C. Heating Water, Cement, or Aggregate Materials: 1) Do not heat in excess of 160 degrees Fahrenheit. CAST -IN -PLACE CONCRETE 03 03 00 - 5 d. Protection of Concrete in Forms: 1) Protect by means of covering with tarpaulins, or other acceptable covering. 2) Provide means for circulating warm moist air around forms in manner to maintain temperature of 50 degrees Fahrenheit for at least 5 days. 3. For conditions that promote rapid drying of freshly placed concrete such as low humidity, high temperature, and wind: Take corrective measures to minimize rapid water loss from concrete. a. Furnish and use sufficient number of maximum and minimum self -recording thermometers to adequately measure temperature around concrete. 1.6 SEQUENCING AND SCHEDULING A. Schedule placing of concrete in such a manner as to complete any single placing operation to construction, contraction, or expansion joint. PART 2 — PRODUCTS 2.1 CONCRETE MATERIALS A. Aggregate 1. General: a. Provide concrete aggregates that are sound, uniformly graded, and free of deleterious material in excess of allowable amounts specified. b. Grade aggregate in accordance with ASTM D 75 and C 136. C. Provide unit weight of fine and coarse aggregate which produces in place concrete with weight of not less than 140 pounds per cubic foot. B. Fine Aggregate: 1. Provide fine aggregate for concrete or mortar consisting of clean, natural sand or of sand prepared from crushed stone or crushed gravel. 2. Do not provide aggregate having deleterious substances in excess of the following percentages by weight of contaminating substances. In no case shall total exceed percent listed. Item Test Method Percent Removed by decantation (dirt, silt, etc.) ASTM C 117 3 Shale or Chert ASTM C 295 1 Clay Lumps ASTM C 142 1 3. Except as otherwise specified, grade fine aggregate from coarse to fine in accordance with requirements of ASTM C 33. C. Coarse Aggregate: 1. General: Provide coarse aggregate consisting of gravel or crushed stone made up of clean, hard, durable particles free from calcareous coatings, organic matter, or other foreign substances. 2. Weight: Not exceeding 15 percent, for thin or elongated pieces having length greater than 5 times average thickness. 3. Deleterious Materials: Not in excess of following percentages by weight, and in no case having total of all deleterious substances exceeding 2 percent. Item Test Method Percent Shale or chert ASTM C 295 1 Coal and lignite ASTM C 123 '/4 Clay Lumps and friable particles ASTM C 142 '/4 Materials finer than Number 200 sieve ASTM C 117 '/2* CAST -IN -PLACE CONCRETE 03 03 00 - 6 Note: (*) Except when material finer than Number 200 sieve consists of crusher dust, maximum amount shall be 1 percent> 4. Grading: a. Aggregate: As specified in ASTM C 33, Size Number 57, except as otherwise specified or authorized in writing by the ENGINEER. b. Aggregate for Concrete for Encasement of Electrical Conduits: 1) Graded as specified in ASTM C 33, Size Number 8. 2) Provide concrete utilizing this aggregate equal to 2500 psi concrete in all other respects, and is designated as Class CE. D. Portland Cement: 1. General: Conform to specifications and tests for ASTM C 150, Types IIN, except as specified otherwise. 2. Low Alkali Portland: Have total alkali containing not more than 0.60 percent. 3. Exposed Concrete in Any Individual Structure: Use only one brand of Portland cement. 4. Cement for Finishes: Provide cement from the same source and of same type as concrete to be finished. E. Admixtures: 1. General: a. Do not use admixtures of any type, except as specified, unless written authorization has been obtained from the ENGINEER. b. Compatible with concrete and other admixtures. C. Do not use admixtures containing chlorides calculated as chloride ion in excess of 0.5 percent by weight. d. Use in accordance with manufacturer's recommendations and add each admixture to concrete mix separately. 2. Air Entraining Admixture: a. Provide all concrete with 5 percent, plus or minus 1 percent, entrained air of evenly dispersed air bubbles at time of placement. b. Conform to ASTM C 260. 3. Water Reducing Admixture: a. May be used at the CONTRACTOR's option. b. Conform to ASTM C 494, Type A or Type D. C. Not contain air entraining agents. d. Liquid form before adding to the concrete mix. e. No decrease in cement is permitted as result of use of water reducing admixture. 4. Superplasticizers or Flyash: Are not to be used without acceptance by ENGINEER. F. Water: 1. Water for Concrete, Washing Aggregate, and Curing Concrete: Clean and free from oil and deleterious amounts of alkali, acid, organic matter, or other substances. 2. Chlorides and Sulfate Ions: a. Water for Conventional Reinforced Concrete: Use water not containing more than 1,000 (mg/L) of chlorides calculated as chloride ion, no more than 1,000 (mg/L) of sulfates calculated as sulfate ion. b. Water for Pre -stressed or Post -tensioned Concrete: Use water not containing more than 650 (mg/L) milligrams per liter of chlorides calculated as chloride ion, nor more than 800 (mg/1) of sulfates calculated as sulfate ion. G. Conduit Encasement Coloring Agent: 1. Color: Red color concrete used for encasement of electrical ducts, conduits, and similar CAST -IN -PLACE CONCRETE 03 03 00 - 7 type items. Manufacturers: One of the following or equal. a. Frank D, Davis Company, Red Oxide Number 117. b. I. Reiss Company, Inc., equivalent product. Conduit Encasement Concrete: Mix into each cubic yard of concrete 10 pounds of coloring agent. H. Keyway Material: Lumber. All curing compounds shall be white pigmented and resin based conforming to ASTM C 309, Type D. Sodium silicate compounds shall not be allowed. Concrete curing compound shall be Kurez by Euclid Chemical Company; MB-429 as manufactured by Mater Builders; L&M Cure R; or equal. Water based resin curing compounds shall be used only where local air quality regulations prohibit the use of a solvent based compound. Water based curing compounds shall be Aqua - Cure by Euclid Chemical Company; Masterkure-W by Master Builders; L&M Cure R-2; or equal. Manufacturers: One of the following or equal. WR Meadows CGM Incorporated K. Plastic Membrane Curing: Use polyethylene film. Color: White Thickness: Minimum 6 mils. Loss of Moisture: Not to exceed 0.055 grams per square centimeter of surface when tested in accordance with ASTM C 156. 2.2 CONCRETE DESIGN REQUIREMENTS A. General: Concrete shall be composed of cement, admixtures, aggregates, and water of the qualities indicated. The exact proportions in which these materials are to be used for different parts of the work will be determined during the trial batch. In general, the mix shall be designed to produce a concrete capable of being deposited so as to obtain maximum density and minimum shrinkage, and, where deposited in forms, to have good consolidation properties and maximum smoothness of surface. The aggregate gradations shall be formulated to provide fresh concrete that will not promote rock pockets around reinforcing steel or embedded items. The proportions shall be changed whenever necessary or desirable to meet the required results at no additional cost to the OWNER. All changes shall be subject to review by the ENGINEER. B. Fine Aggregate Composition: In mix designs for structural concrete, the percentage of fine aggregate in total aggregate by weight, shall be as indicated in the following table. Fine Aggregate Fineness Modulus Maximum Percent 2.7 or less 41 2.7 to 2.8 42 2.8 to 2.9 43 2.9 to 3.0 44 For other concrete, the maximum percentage of fine aggregate of total aggregate, by weight, shall not exceed 50. CAST -IN -PLACE CONCRETE 03 03 00 - 8 C. Water -Cement Ratio and Compressive Strength: Concrete shall have the following minimum properties unless noted otherwise on the plans: Min 28-Day Max Minimum Non Air Air Compr. Size Cement Max W/C Max W/C Strength Aggregate per cu yd Ratio Ratio Type of Work si (in) (Ibs) (bv weight) (bv weight) Structural Concrete: 4,000 1 564 0.50 0.35 The CONTRACTOR is cautioned that the limiting parameters above are not a mix design. Additional cement or water reducing agent may be required to achieve workability required by the CONTRACTOR's construction methods and aggregates. The CONTRACTOR is responsible for providing concrete with the required workability. *For strengths above 4500 psi (non -air) & 4000 (air entrained) concrete proportions shall be established from either existing field data or trial mixes. This information shall be submitted by the ready mix company through the CONTRACTOR for review by the ENGINEER before it will be approved. The average compressive strength from the test record must equal or exceed the ACI 214 requirements for average compressive strength. D. Adjustments to Mix Design: The mixes shall be changed whenever such change is necessary or desirable to secure the required strength, density, workability, and surface finish, and the CONTRACTOR shall be entitled to no additional compensation because of such changes. 2.3 CONSISTENCY A. The quantity of water in a batch of concrete shall be just sufficient, with a normal mixing period, to produce a concrete which can be worked properly into place without segregation and which can be compacted by vibratory methods to give the desired density, impermeability, and smoothness of surface. The quantity of water shall be changed as necessary, with variations in the nature or moisture content of the aggregates, to maintain uniform production of a desired consistency. The consistency of the concrete in successive batches shall be determined by slump tests in accordance with ASTM C 143. The slumps shall be as follows: Part of Work Slump (in) All concrete, unless indicated otherwise 4 inches plus or minus 1-inch 2.4 MIXES A. Measurements of Materials: 1. Measure materials by weighing, except as otherwise specified or where other methods are specifically authorized in writing by the ENGINEER. 2. Furnish apparatus for weighing aggregates and cement that is suitably designed and constructed for this purpose. 3. Accuracy of Weighing Devices: Furnish devices that have capability of providing successive quantities of individual material that can be measured to within one percent of desired amount of that material. 4. Measuring or Weighing Devices: Subject to review by the ENGINEER, and bear valid seal of the Sealer of Weights and Measures having jurisdiction. 5. Weighing Cement: a. Weigh cement separately. b. Cement in Unbroken Standard Packages (Sacks): Need not be weighed. C. Bulk Cement and Fractional Packages: Weigh such cement. 6. Mixing Water: Measured by volume or by weight. B. Concrete Proportions and Consistency: Concrete Consistency and Composition: CAST -IN -PLACE CONCRETE 03 03 00 - 9 a. Provide concrete that can be worked readily into corners and angles of forms and around reinforcement without excessive vibration and without permitting materials to segregate or free water to collect on surface. b. Prevent unnecessary or haphazard changes in consistency of concrete. 2. Ratio of Coarse Aggregate to Fine Aggregate: Not less than 1.0 nor more than 2.0 for all concrete Classes, with exception of Class CE. 3. Aggregate: a. Obtain aggregate from source which is capable of providing uniform quality, moisture content, and grading during any single day's operation. 4. Concrete Mix Water to Cement Ratio, Minimum Cement Content, and Slump Range: Conform to values specified in Table A in this Section. 5. Concrete Batch Weighs: Control and adjust so as to secure maximum yield, and at all times maintain proportions of concrete mix within specified limits. 6. Mixture Modification: If required, by the ENGINEER, modify mixture within limits set forth in this Section. C. Concrete Mixes: 1. Proportioning of Concrete Mix: Proportion mixes on required average on compressive strength f'cr as defined in the contract documents. 2. Mixes: a. Adjusting of Water: After acceptance, do not change mixes without acceptance by ENGINEER, except that at all times adjust hatching of water to compensate for free moisture content of fine aggregate. b. Total Water Content of Each Concrete Class: Not exceed those specified in Table A of this Section. C. Checking Moisture Content of Fine Aggregate: Furnish satisfactory means at hatching plant for checking moisture content of fine aggregate. 3. Change in Mixes: Undertake new trial batch and test program as specified in this Section. D. Hand Mixed Concrete: 1. Hand mix concrete only when acceptable to the ENGINEER. 2. Prepare hand mixed concrete on watertight, level platform in batches not to exceed 1/3 cubic yard each. 3. Aggregate: a. First spread required amount of coarse aggregate on platform in an even and uniform layer, and then over such aggregate spread proper proportion of fine aggregate. b. Combined Depth of Both Such Layers: Not be greater than one foot. 4. Cement: a. First evenly spread required quantity of cement over fine aggregate. b. Then turn entire batch with shovels at least twice before adding water. 5. Water: a. Then uniformly sprinkle or spray proper amount of water over batched materials. b. Then turn with shovels not less than three times before being removing from platform. E. Air Entraining Admixture: 1. Add agent to batch in portion of mixing water. 2. Batch solution by means of mechanical hatcher capable of accurate measurement. 2.5 SOURCE QUALITY CONTROL A. Tests: CAST -IN -PLACE CONCRETE 03 03 00 - 10 Concrete Mixes: a. After concrete mixes have been accepted by ENGINEER, have trial batches of the accepted mix designs prepared by testing laboratory acceptable to the ENGINEER. b. Prepare trial batches by using specified cement and aggregates proposed to be use for the work. C. Trial Batches: Provide batches of sufficient quantity to determine slump, workability, consistency, and finishing characteristics, and to provide sufficient test cylinders. d. Test Cylinders: Provide cylinders having six inch diameter by 12 inch length and that are prepared in accordance with ASTM C 31 for tests specified in this Section. e. Determine slump in accordance with ASTM C 143. f. Test Cylinders from Trial Batch: 1) Test 8 cylinders for compressive strength in accordance with ASTM C 39. a) Test 4 cylinders at 7 days and 4 at 28 days. b) Establish ratio between 7 day and 28 day strength for mix. Seven day strength may be taken as satisfactory indication of 28 day strength provided effects on concrete of temperature and humidity between 7 day and 28 day are taken into account. 2) Average Compressive Strength of 4 Test Cylinders Tested at 28 Days: Equal to or greater than required average compressive strength f'cr on which concrete mix design is based. g. Drying Shrinkage: 1) Prepare 5 drying shrinkage specimens in accordance with ASTM C 157, except as modified herein. 2) Remove drying shrinkage specimens from molds at age of 23 hours plus or minus 1 hour after trial hatching, then immediately place them in water at 73 degrees Fahrenheit plus or minus 3 degrees for at least 30 minutes and then measure specimens within 30 minutes thereafter to determine original length. Then submerge specimens in saturated lime water at 73 degrees Fahrenheit plus or minus three degrees for moist curing. 3) Make measurements to determine expansion expressed as percentage of original length at age 7 days. Use length at age 7 days as base length for drying shrinking calculations. 4) Immediately store specimens in humidity controlled room maintained at 73 degrees Fahrenheit plus or minus 3 degrees and 50 percent plus or minus 4 relative humidity for remainder of the test. 5) Make and report measurements to determine shrinkage expressed as percentage of base length separately for 7, 14, 21, and 28 days of drying after 7 days of moist curing. CAST -IN -PLACE CONCRETE 03 03 00 - 11 6) Drying Shrinkage Deformation: a) Measure drying shrinkage deformation of each specimen as difference between base length and length after drying at each test age. b) Measure average drying shrinkage deformation of specimens to nearest 0.0001 inch at each test age. c) If drying shrinkage of any specimen departs from average of test age by more than 0.0004 inch, disregard results obtained from that specimen and test another specimen. d) Shrinkage of trial batch concrete at 28 days drying age shall not exceed 0.045 percent maximum. h. If trial batch tests do not meet specified requirements for slump, strength, workability, consistency, drying shrinkage, and finishing, change concrete mix design proportions and, if necessary, source of aggregate. Make additional trial batches and tests until an acceptable trial batch is produced that meets requirements of this Section. i. Perform test batches and tests required to establish trial batches and acceptability of materials without change in Contract Price. j. Do not place concrete until the concrete mix design and trial batch have been accepted by ENGINEER. Required Average Compressive Strength: a. Determine required average compressive strength (f'cr) for selection of concrete proportions for mix design, for each class of concrete, using calculated standard deviation and its corresponding specified compressive strength f'c, in accordance with ACI 214, Chapter 5, Section 3. b. When test records of at least 30 consecutive tests that span period of not less that 45 calendar days are available, establish standard deviation as described in 214, Chapter 5, Section 3and as modified as follows herein. C. Provide test records from which to calculate standard deviation that represent materials, quality control procedures, and conditions similar to materials, quality control procedures, and conditions expected to apply in preparation of concrete for the Work. d. Provide changes in materials and proportions within test records that are more restricted than those for the Work. e. Specified Compressive Strength (f'c) of Concrete Used in Test Records : Within 1,000 pounds per square inch of that specified for the Work. f. When lacking adequate test records for calculation of standard deviation meeting requirements, determine required average compressive strength f'cr from the following table B. TABLE B Specified Compressive Strength f'c pounds per square inch Required Average Compressive Strength f'c pounds per square inch Less than 3,000 f'c + 1,000 3,000 to 5,000 f'c + 1,200 Over 5,000 1.1 *f'c + 700 Pozzolan: a. Sampling and Testing: 1) Sample and test pozzolan in accordance with ASTM C 311. 2) In Computing Water to Cement Ratio and Cement Content per Cubic Yard of Concrete: Consider cement weight to be weight of Portland cement plus 100 percent of weight of fly ash. 4. Aggregate: a. Testing of concrete aggregate is at CONTRACTOR's expense. b. Sieves: 1) Use sieves with square openings for testing grading or aggregates. 2) Sieve Analysis: If sieve analysis indicates significant change in materials, the ENGINEER may require that new mix design be submitted and accepted before further placing of concrete. C. Sample aggregate in accordance with ASTM D 75 and C 136. d. Fine Aggregate: 1) Provide fine aggregate not containing strong alkali nor organic matter which CAST -IN -PLACE CONCRETE 03 03 00 - 12 gives color darker than standard color when tested in accordance with ASTM C 40. 2) Provide aggregate having soundness complying with requirements of ASTM C 33 when tested in accordance with ASTM C 88. 3) Provide aggregate complying with reactivity requirements of ASTM C 33 when tested in accordance with ASTM C 289. e. Coarse Aggregate: 1) Soundness when tested in accordance with ASTM C 88: Have loss not greater than 10 percent when tested with sodium sulfate. 2) Abrasion Loss: Not exceed 45 percent after 500 revolutions when tested in accordance with ASTM C 131. 3) Reactivity: Not exceed limits specified in Appendix of ASTM C 33 when tested in accordance with ASTM C 289. f. Portland Cement: 1) Determination Alkali Content: Determine by method set forth in ASTM C 114. PART 3 — EXECUTION 3.1 PROPORTIONING AND MIXING A. Proportioning: Proportioning of the mix shall conform to the requirements of Chapter 3 "Proportioning" of ACI 301. B. Mixing: Mixing shall conform to the requirements of Chapter 7 of said ACI 301 Specifications. C. Slump: Slumps shall be as indicated herein. D. Retempering: Retempering of concrete or mortar which has partially hardened shall not be permitted. 3.2 PREPARATION OF SURFACES FOR CONCRETING A. General: Earth surfaces shall be thoroughly wetted by sprinkling prior to the placing of any concrete, and these surfaces shall be kept moist by frequent sprinkling up to the time of placing concrete thereon. The surface shall be free from standing water, mud and debris at the time of placing concrete. B. Joints in Concrete: Concrete surfaces upon or against which concrete is to be placed, where the placement of the concrete has been stopped or interrupted so that, as determined by the ENGINEER, the new concrete cannot be incorporated integrally with that previously placed, are defined as construction joints. The surfaces of horizontal joints shall be given a compacted, roughened surface for good bonding. Except where the Drawings call for joint surfaces to be coated, the joint surfaces shall be cleaned of all laitance, loose or defective concrete, foreign material, and be roughened to a minimum 1/4-inch amplitude. Such cleaning and roughening shall be accomplished by hydroblasting or sandblasting (exposing aggregate) followed by thorough washing. All pools of water shall be removed from the surface of construction joints before the new concrete is placed. C. After the surfaces have been prepared, all approximately horizontal construction joints shall be covered with a 6-inch lift of a pea gravel mix. The mix shall be placed and spread uniformly. Wall concrete shall follow immediately and shall be placed upon the fresh pea gravel mix. CAST -IN -PLACE CONCRETE 03 03 00 - 13 D. Placing Interruptions: When placing of concrete is to be interrupted long enough for the concrete to take a set, the working face shall be given a shape by the use of forms or other means, that will secure proper union with subsequent work; provided that construction joints shall be made only where acceptable to the ENGINEER. E. Embedded Items: No concrete shall be placed until all formwork, installation of parts to be embedded, reinforcement steel, and preparation of surfaces involved in the placing have been completed and accepted by the ENGINEER at least 4 hours before placement of concrete. All surfaces of forms and embedded items that have become encrusted with dried grout from previous work shall be cleaned before the surrounding or adjacent concrete is placed. F. All inserts or other embedded items shall conform to the requirements herein. G. All reinforcement, anchor bolts, sleeves, inserts, and similar items shall be set and secured in the forms at locations indicated on the Drawings or shown by shop drawings and shall be acceptable to the ENGINEER before any concrete is placed. Accuracy of placement is the responsibility of the CONTRACTOR. H. Casting New Concrete Against Old: Where concrete is to be cast against old concrete (any concrete which is greater than 180 days of age), the surface of the old concrete shall be thoroughly cleaned and roughened by hydro -blasting or sandblasting (exposing aggregate). The joint surface shall be coated with an epoxy bonding agent unless indicated otherwise by the ENGINEER. No concrete shall be placed in any structure until all water entering the space to be filled with concrete has been properly cut off or has been diverted by pipes, or other means, and carried out of the forms, clear of the WORK. No concrete shall be deposited underwater nor shall the CONTRACTOR allow still water to rise on any concrete until the concrete has attained its initial set. Water shall not be permitted to flow over the surface of any concrete in such manner and at such velocity as will injure the surface finish of the concrete. Pumping or other necessary dewatering operations for removing ground water, if required, shall be subject to the review of the ENGINEER. J. Corrosion Protection: Pipe, conduit, dowels and other ferrous items required to be embedded in concrete construction shall be so positioned and supported prior to placement of concrete that there will be a minimum of 2 inches clearance between said items and any part of the concrete reinforcement. Securing such items in position by wiring or welding them to the reinforcement will not be permitted. K. Openings for pipes, inserts for pipe hangers and brackets, and anchors shall, where practicable, be provided during the placing of concrete. L. Anchor bolts shall be accurately set and shall be maintained in position by templates while being embedded in concrete. M. Cleaning: The surfaces of all metalwork to be in contact with concrete shall be thoroughly cleaned of all dirt, grease, loose scale and rust, grout, mortar, and other foreign substances immediately before the concrete is placed. 3.3 HANDLING, TRANSPORTING, AND PLACING A. General: Placing of concrete shall conform to the applicable requirements of Chapter 8 of ACI 301 and the requirements of this Section. No aluminum materials shall be used in conveying any concrete. CAST -IN -PLACE CONCRETE 03 03 00 - 14 B. Non -Conforming Work or Materials: Concrete which during or before placing is found not to conform to the requirements indicated herein shall be rejected and immediately removed from the work. Concrete which is not placed in accordance with these Specifications, or which is of inferior quality, shall be removed and replaced by the CONTRACTOR at no additional cost to the OWNER. C. Unauthorized Placement: No concrete shall be placed except in the presence of a duly authorized representative of the ENGINEER. The CONTRACTOR shall notify the ENGINEER in writing at least 24 hours in advance of placement of any concrete. D. Placement in Wall and Column Forms: Concrete shall not be dropped through reinforcement steel or into any deep form, nor shall concrete be placed in any form in such a manner as to leave accumulation of mortar on the form surfaces above the placed concrete. In such cases, means such as hoppers and, if necessary, vertical ducts of canvas, rubber, or metal shall be used for placing concrete in the forms in a manner that it may reach the place of final deposit without separation. In no case shall the free fall of concrete exceed 4-feet in walls and 8-feet in columns below the ends of ducts, chutes or buggies. Concrete shall be uniformly distributed during the process of depositing and in no case after depositing shall any portion be displaced in the forms more than 6-feet in horizontal direction. Concrete in wall forms shall be deposited in uniform horizontal layers not deeper than 2-feet; and care shall be taken to avoid inclined layers or inclined construction joints except where such are required for sloping members. Each layer shall be placed while the previous layer is still soft. The rate of placing concrete in wall forms shall not exceed 5-feet of vertical rise per hour. Sufficient illumination shall be provided in the interior of all forms so that the concrete at the places of deposit is visible from the deck or runway. E. Casting New Concrete Against Old: Epoxy adhesive bonding agent shall be applied to the old surfaces according to the manufacturer's written recommendations. This provision shall not apply to joints where waterstop is provided. See Section 03290 - Joints in Concrete. F. Conveyor Belts and Chutes: All ends of chutes, hopper gates, and all other points of concrete discharge throughout the CONTRACTOR'S conveying, hoisting, and placing system shall be designed and arranged so that concrete passing from them will not fall separated into whatever receptacle immediately receives it. Conveyor belts, if used, shall be of a type acceptable to the ENGINEER. Chutes longer than 50-feet will not be permitted. Minimum slopes of chutes shall be such that concrete of the indicated consistency will readily flow in them. If a conveyor belt is used, it shall be wiped clean by a device operated in such a manner that none of the mortar adhering to the belt will be wasted. All conveyor belts and chutes shall be covered. G. Placement in Slabs: Concrete placed in sloping slabs shall proceed uniformly from the bottom of the slab to the top, for the full width of the placement. As the work progresses, the concrete shall be vibrated and carefully worked around the slab reinforcement, and the surface of the slab shall be screeded in an up -slope direction. H. Temperature of Concrete: The temperature of concrete when it is being placed shall be not more than 90 degrees F nor less than 55 degrees F for sections less than 12 inches thick nor less than 50 degrees for all other sections. Concrete ingredients shall not be heated to a temperature higher than that necessary to keep the temperature of the mixed concrete, as placed, from falling below the minimum temperature. When the temperature of the concrete is 85 degrees F or above, the time between the introduction of the cement to the aggregates and discharge shall not exceed 45 minutes. If concrete is placed when the weather is such that the temperature of the concrete would exceed 90 degrees F, the CONTRACTOR shall employ effective means, such as precooling of aggregates and mixing water using ice or placing at night, as necessary to maintain the temperature of the concrete, as it is placed, below 90 degrees F. The CONTRACTOR shall not be entitled to any additional compensation on account of the foregoing requirements. CAST -IN -PLACE CONCRETE 03 03 00 - 15 Cold Weather Placement: Placement of concrete shall conform to ACI 306.1 - Cold Weather Concreting, and the following. Remove all snow, ice, and frost from the surfaces, including reinforcement, against which concrete is to be placed. Before beginning concrete placement, thaw the subgrade to a minimum depth of 6 inches. All reinforcement and embedded items shall be warmed to above 32 degrees F prior to concrete placement. Maintain the concrete temperature above 50 degrees F for at least 3 days after placement 3.4 PUMPING OF CONCRETE A. General: If the pumped concrete does not produce satisfactory end results, the CONTRACTOR shall discontinue the pumping operation and proceed with the placing of concrete using conventional methods. B. Pumping Equipment: The pumping equipment shall have two (2) cylinders and be designed to operate with one cylinder in case the other one is not functioning. In lieu of this requirement, the CONTRACTOR may have a standby pump on the site during pumping. C. The minimum diameter of the hose conduits shall be in accordance with ACI 304.2R. D. Pumping equipment and hose conduits that are not functioning properly shall be replaced. E. Aluminum conduits for conveying the concrete shall not be permitted. F. Field Control: Concrete samples for slump, air content and test cylinders will be taken at the placement end of the hose. 3.5 ORDER OF PLACING CONCRETE A. The order of placing concrete in all parts of the WORK shall be acceptable to the ENGINEER. In order to minimize the effects of shrinkage, the concrete shall be placed in units as bounded by construction joints at the indicated locations. The placing of units shall be done by placing alternate units in a manner such that each unit placed shall have cured at least 5-days for hydraulic structures and 2-days for all other structures before the contiguous unit or units are placed, except that the corner sections of vertical walls shall not be placed until the two (2) adjacent wall panels have cured at least 10 days for hydraulic structures and 4-days for all other structures. B. The surface of the concrete shall be level whenever a run of concrete is stopped. To insure a level, straight joint on the exposed surface of walls, a wood strip at least 3/4-inch thick shall be tacked to the forms on these surfaces. The concrete shall be carried about '/2-inch above the underside of the strip. About one hour after the concrete is placed, the strip shall be removed and any irregularities in the edge formed by the strip shall be leveled with a trowel and all laitance shall be removed. 3.6 TAMPING AND VIBRATING A. As concrete is placed in the forms or in excavations, it shall be thoroughly settled and compacted, throughout the entire depth of the layer which is being consolidated, into a dense, homogeneous mass, filling all corners and angles, thoroughly embedding the reinforcement, eliminating rock pockets, and bringing only a slight excess of water to the exposed surface of concrete. Vibrators shall be Group 3 per ACI 309, high speed power vibrators (8000 to 12,000 rpm) of an immersion type in sufficient number and with at least one standby unit as required. Group 2 vibrators may be used only at specific locations when accepted by the ENGINEER. B. Care shall be used in placing concrete around waterstops. The concrete shall be carefully worked CAST -IN -PLACE CONCRETE 03 03 00 - 16 by rodding and vibrating to make sure that all air and rock pockets have been eliminated. Where flat -strip type waterstops are placed horizontally, the concrete shall be worked under the waterstops by hand, making sure that all air and rock pockets have been eliminated. Concrete surrounding the waterstops shall be given additional vibration over and above that used for adjacent concrete placement to assure complete embedment of the waterstops in the concrete. C. Concrete in walls shall be internally vibrated and at the same time rammed, stirred or worked with suitable appliances, tamping bars, shovels or forked tools until it completely fills the forms or excavations and closes snugly against all surfaces. Subsequent layers of concrete shall not be placed until the layers previously placed have been worked thoroughly. Vibrators shall be provided in sufficient numbers, with standby units as required, to accomplish the required results within 15 minutes after concrete of the prescribed consistency is placed in the forms. The vibrating head shall not contact the surfaces of the forms. Care shall be taken not to vibrate concrete excessively or to work it in any manner that causes segregation of its constituents. 3.7 FINISHING CONCRETE SURFACES A. General: Surfaces shall be free from fins, bulges, ridges, offsets, honeycombing or roughness of any kind, and shall present a finished, smooth, continuous hard surface. Allowable deviations from plumb or level and from the alignment, profiles and dimensions shown are defined as tolerances and are indicated in Part 1, above. These tolerances are to be distinguished from irregularities in finish as described herein. Aluminum finishing tools shall not be used. B. Formed Surfaces: No treatment is required after form removal except for curing, repair of defective concrete, and treatment of surface defects. Where architectural finish is required, it shall be as indicated. Surface holes larger than '/2-inch in diameter or deeper than 1/4-inch are defined as surface defects in basins and exposed walls and shall be patched per Section 3.11 Treatment of Surface Defects. C. Unformed Surfaces: After proper and adequate vibration and tamping, all unformed top surfaces of slabs, floors, walls and curbs shall be brought to a uniform surface with suitable tools. Immediately after the concrete has been screeded, it shall be treated with a liquid evaporation retardant. The retardant shall be used again after each work operation as necessary to prevent drying shrinkage cracks. The classes of finish specified for unformed concrete surfaces are designated and defined as follows: Finish U1 - Sufficient leveling and screeding to produce an even, uniform surface with surface irregularities not to exceed 3/8-inch. No further special finish is required. 2. Finish U2 - After sufficient stiffening of the screeded concrete, surfaces shall be float finished with wood or metal floats or with a finishing machine using float blades. Excessive floating of surfaces while the concrete is plastic and dusting of dry cement and sand on the concrete surface to absorb excess moisture will not be permitted. Floating shall be the minimum necessary to produce a surface that is free from screed marks and is uniform in texture. Surface irregularities shall not exceed 1/4-inch. Joints and edges shall be tooled where indicated or as determined by the ENGINEER. 3. Finish U3 - After the finish U2 surface has hardened sufficiently to prevent excess of fine material from being drawn to the surface, steel troweling shall be performed with firm pressure such as will flatten the sandy texture of the floated surface and produce a dense, uniform surface free from blemishes, ripples, and trowel marks. The finish shall be smooth and free of all irregularities. 4. Finish U4 - Trowel the Finish U3 surface to remove local depressions or high points. In addition, the surface shall be given a light hairbroom finish with brooming perpendicular to drainage unless otherwise indicated. The resulting surface shall be rough enough to provide a nonskid finish. CAST -IN -PLACE CONCRETE 03 03 00 - 17 n 3.8 Unformed surfaces shall be finished according to the following schedule: UNFORMED SURFACE FINISH SCHEDULE Area Grade slabs and foundations to be covered with concrete or fill material Water bearing slabs with slopes 10 percent and less Water bearing slabs with slopes greaterthan 10 percent Slabs not water bearing Top surface of walls CURING Finish U1 U3 U4 U4 U3 A. General: All concrete shall be cured for not less than 7 days after placing, in accordance with the methods indicated below for the different parts of the WORK. Surface to be Cured or Damp proofed Method Wall sections with forms removed 1 Construction joints between footings and walls, and between floor slab 2 and columns Encasement concrete and thrust blocks 1 or 2 All concrete surfaces not specifically indicated in this paragraph 1 Floor slabs on grade in hydraulic structures 1 or 2 Slabs not on grade 1 or 2 B. Method 1: The surface shall be sprayed with a liquid white pigmented curing compound. It shall be applied in accordance with the manufacturer's printed instructions at a maximum coverage rate of 200 square feet per gallon and in such a manner as to cover the surface with a uniform film which will seal thoroughly. 2. Where the curing compound method is used, care shall be exercised to avoid damage to the seal during the 7-day curing period. If the seal is damaged or broken before the expiration of the curing period, the break shall be repaired immediately by the application of additional curing compound over the damaged portion. 3. Wherever curing compound has been applied by mistake to surfaces against which concrete subsequently is to be placed and to which it is to adhere, compound shall be entirely removed by wet sandblasting just prior to the placing of new concrete. 4. Curing compound shall be applied as soon as the concrete has hardened enough to prevent marring on unformed surfaces and within 2 hours after removal of forms. Repairs to formed surfaces shall be made within the 2-hour period; provided, however, that any such repairs which cannot be made within the said 2-hour period shall be delayed until after the curing compound has been applied. When repairs are to be made to an area on which curing compound has been applied, the area involved shall first be wet -sandblasted to remove the curing compound. 5. At all locations where concrete is placed adjacent to a panel which has been coated with curing compound, the panel shall have curing compound CAST -IN -PLACE CONCRETE 03 03 00 - 18 C. Method 2: This method applies to both walls and slabs. 1. The concrete shall be kept continuously wet by the application of water for a minimum period of at least seven (7) consecutive days beginning immediately after the concrete has reached final set or forms have been removed. 2. Until the concrete surface is covered with the curing medium, the entire surface shall be kept damp by applying water using nozzles that atomize the flow so that the surface is not marred or washed. 3. Curing blankets shall be used as a curing medium to retain the moisture during the curing period. The curing medium shall be weighted or otherwise held substantially in contact with the concrete surface to prevent being dislodged by wind or any other causes. All edges shall be continuously held in place. 4. The curing blankets and concrete shall be kept continuously wet by the use of sprinklers or other means both during and after normal working hours. 5. Immediately after the application of water has terminated at the end of the curing period, the curing medium shall be removed, any dry spots shall be rewetted and curing compound shall be immediately applied in accordance with Method 4 above. 6. The CONTRACTOR shall dispose of excess water from the curing operation to avoid damage to the work. 3.9 PROTECTION A. The CONTRACTOR shall protect all concrete against injury until final acceptance at the CONTRACTOR's own expense and at no additional cost to the OWNER B. Fresh concrete shall be protected from damage due to rain, hail, sleet or snow. The CONTRACTOR shall provide such protection while the concrete is still plastic and whenever precipitation is imminent or occurring. 3.10 CURING IN COLD WEATHER A. The CONTRACTOR shall protect all concrete against injury from cold weather until final acceptance at the CONTRACTOR's own expense and at no additional cost to the OWNER. B. Concrete cured by an application of curing compound will require no additional protection from freezing if the protection at 50 degrees F for 72 hours is obtained by means of approved insulation in contact with the forms or concrete surfaces; otherwise the concrete shall be protected against freezing temperatures for 72 hours immediately following 72 hours protection at 50 degrees F. Concrete cured by water shall be protected against freezing temperatures for 3 days immediately following the 72 hours of protection at 50 degrees F. C. Discontinuance of protection against freezing temperatures shall be such that the drop in temperature of any portion of the concrete will be gradual and will not exceed 40 degrees F in 24 hours. In the spring, when the mean daily temperature rises above 40 degrees F for more than three (3) successive days, the specified 72-hour protection at a temperature not lower than 50 degrees F may be discontinued for as long as the mean daily temperature remains above 40 degrees F; provided, that the concrete shall be protected against freezing temperatures for not less than 48 hours after placement. D. Where artificial heat is employed, special care shall be taken to prevent the concrete from drying. Use of un-vented heaters will be permitted only when unformed surfaces of concrete adjacent to the heaters are protected for the first 24 hours from an excessive carbon dioxide atmosphere by application of curing compound; provided, that the use of curing compound for such surfaces is otherwise permitted by these Specifications. 3.11 TREATMENT OF SURFACE DEFECTS CAST -IN -PLACE CONCRETE 03 03 00 - 19 A. As soon as forms are removed, all exposed surfaces shall be carefully examined and any irregularities shall be immediately patched or ground in a satisfactory manner in order to secure a smooth, uniform and continuous surface. Plastering or coating of surfaces to be smoothed will not be permitted. No repairs shall be made until after inspection by the ENGINEER. In no case will extensive patching of honeycombed concrete be permitted. Concrete containing minor voids, holes, honeycombing, or similar depression defects shall be repaired as indicated below. Concrete containing extensive voids, holes, honeycombing, or similar depression defects shall be completely removed and replaced. All repairs and replacements herein required shall be promptly executed at no increased cost to the OWNER. B. Defective surfaces to be repaired shall be cut back from true line a minimum depth of '/2-inch over the entire area. Feathered edges will not be permitted. Where chipping or cutting tools are not required in order to deepen the area properly, the surface shall be prepared for bonding by the removal of all laitance or soft material, plus not less than 1/32-inch depth of the surface film from all hard portions by means of an efficient sandblast. After cutting and sandblasting, the surface shall be wetted sufficiently in advance of shooting with shotcrete or with cement mortar so that while the repair material is being applied, the surfaces underneath will remain moist but not so wet as to overcome the suction upon which a good bond depends. The material used for repair proposed shall consist of a mixture of one sack of cement to 3-cubic feet of sand. For exposed walls, the cement shall contain such a proportion of Atlas white Portland cement as is required to make the color of the patch match the color of the surrounding concrete. In hydraulic structure the material used for repair shall be hydraulic cement as defined in this Section under Products. C. Holes left by tie -rod cones shall be rubber stopped and grouted. Holes then shall be repaired in an approved manner with dry -packed cement grout. Holes left by form -tying devices having a rectangular cross-section and other imperfections having a depth greater than their least surface dimension shall not be reamed but shall be repaired in an approved manner with dry -packed cement grout. D. All repairs shall be built up and shaped in such a manner that the completed work will conform to the requirements of this Section, as applicable, using approved methods which will not disturb the bond, cause sagging, or cause horizontal fractures. Surfaces of repairs shall receive the same kind and amount of curing treatment as required for the concrete in the repaired section. E. Prior to filling any structure with water, all cracks that may have developed shall be "vee'd" as indicated and filled with sealant conforming to the requirements of Section 03290 - Joints in Concrete. This repair method shall be done on the water bearing face of members. Prior to backfilling, faces of members in contact with fill, which are not covered with a waterproofing membrane shall also have cracks repaired as indicated herein. 3.12 PATCHING HOLES IN CONCRETE A. Patching Small Holes: Holes which are less than 12 inches in the least dimension and extend completely through concrete members shall be filled. Small holes in members which are water -bearing or in contact with soil or other fill material shall be filled with non -shrink grout or hydraulic cement in wet tanks. Where a face of the member is exposed to view, the non -shrink grout shall be held back 2 inches from the finished surface. The remaining 2 inches shall then be patched according to the Paragraph entitled "Treatment of Surface Defects." Small holes through all other concrete members shall be filled with non -shrink grout or hydraulic cement, with exposed faces treated as above. CAST -IN -PLACE CONCRETE 03 03 00 - 20 B. Patching Large Holes: Holes which are larger than 12 inches in the least dimension shall have a keyway chipped into the edge of the opening all around, unless a formed keyway exists. The holes shall then be filled with concrete as indicated herein. Holes which are larger than 24 inches in the least dimension and which do not have reinforcing steel extending from the existing concrete, shall have reinforcing steel set in grout in drilled holes. The reinforcing added shall match the reinforcing in the existing wall unless indicated otherwise. Large holes in members which are water bearing or in contact with soil or other fill shall have a bentonite type waterstop material placed around the perimeter of the hole in accordance with Section 03290 - Joints in Concrete, unless there is an existing waterstop in place. 3.13 CARE AND REPAIR OF CONCRETE A. The CONTRACTOR shall protect all concrete against injury or damage from excessive heat, lack of moisture, overstress or any other cause until final acceptance. Particular care shall be taken to prevent the drying of concrete and to avoid roughening or otherwise damaging the surface. Any concrete found to be damaged, or which may have been originally defective, or which becomes defective at any time prior to the final acceptance of the completed WORK, or which departs from the established line or grade, or which, for any other reason, does not conform to the requirements of the Contract Documents, shall be satisfactorily repaired or removed and replaced with acceptable concrete at no additional cost to the OWNER. - END OF SECTION - CAST -IN -PLACE CONCRETE 03 03 00 - 21 SECTION 03 09 31 EPDXY INJECTION SYSTEM Part 1 — General 1.1 SUMMARY A. Section Includes: Epoxy injection system. 1.2 QUALITY ASSURANCE: A. All Work of this Section shall be performed by the swimming pools and spa Contractor/Subcontractor. B. Qualifications of Workers/Work 1. Employ only experienced, competent and properly equipped workers on Project. 2. Use only new materials in perfect condition. Inspect all materials and immediately remove defective items from the Project Site. C. Standards 1. American Society for Testing and Materials (ASTM): a. D 638 — Test Method for Tensile Properties of Plastics. b. D 695 — Test Method for Compressive Properties of Rigid Plastics C. D 790 — Test Method for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 1.3 SUBMITTALS A. Furnish submittals in accordance with Section 13 11 11. B. Product Data: Submit manufacturer's data completely describing epoxy injection system materials. C. Quality Control Submittals: 1. Certificates of Compliance. 2. Manufacturer's Instructions. PART 2 — PRODUCTS 2.1 MATERIALS A. Manufacturers: One of the following or equal: 1. Master Builders, Inc., Concressive Standard LVI. 2. Sika Chemical Corp.'s, Sikadur 35, Hi -Mod LV. B. Epoxy: Provide epoxy materials that are new and use them within shelf life limitations set forth by manufacturer. Water -insensitive 2-part type low viscosity epoxy adhesive material EPDXY INJECTION 03 09 31 - 1 containing 100 percent solids and meeting or exceeding following characteristics when tested in accordance with standards specified: Physical Characteristic Test Method Required Results Tensile Strength ASTM D 638 8,000 pounds per square inch at 14 days and 77 degrees Fahrenheit cure. Flexure Strength ASTM D 790 11,000 pounds per square inch at 14 days and 77 degrees Fahrenheit cure. Compressive Strength ASTM D 695 16,000 pounds per square inch at 24 hours and 77 degrees Fahrenheit cure. Physical Characteristic Test Method Required Results Bond Strength -- Concrete shall fail before failure of epoxy. Gel Time In 5-Mil Film -- Four hours maximum at 77 degrees Fahrenheit. Elongation ASTM D 638 1 percent minimum at 14 days and 77 degrees Fahrenheit. 2.2 EQUIPMENT A. Pump Unit: 1. Furnish unit to be used for injection that is positive displacement type with interlock to provide in -line mixing and metering system for 2 component epoxy. 2. Furnish pressure hoses and injection nozzle of such design as to allow proper mixing of 2 components of epoxy. 3. Presence of standby injection unit may be required. 2.3 MIXES A. Epoxy Injection System Materials: 1. Mix epoxy in accordance with manufacturer's installation instructions. 2. Do not use solvents to thin epoxy system materials introduced into cracks orjoints. PART 3 — EXECUTION 3.1 PREPARATION A. Surface Preparation: 1. Epoxy Injection System: a. General: Before processing, sweep or clean area in vicinity of crack location to receive epoxy and leave in generally clean condition. b. Joints to Receive Epoxy: Clean in manner such that joints are free from dirt, laitance, and other loose matter. 3.2 INSTALLATION A. Install and cure epoxy materials in accordance with manufacturer's installation instructions. B. Perform and conduct work of this Section in neat orderly manner. C. Epoxy Injection System: EPDXY INJECTION 03 09 31 -2 Apply adequate surface seal to crack or joint to prevent escape of epoxy. 2. Establish entry points at distance along seal not less than thickness of cracked member. 3. Force epoxy into crack at first port with sufficient pressure to advance epoxy to adjacent port. 4. Seal original port and shift entry to port at which epoxy appears. 5. Continue this manner of port -to -port injection until each joint has been injected for its entire length. 6. For small amounts, or where excessive grout pressure developed by pump unit might further damage structure, premixed material and hand caulking gun may be used if acceptable to the Owner's Representative. 7. Seal ports, including adjacent locations where epoxy seepage occurs, as necessary to prevent drips or run out. END OF SECTION 03 09 31 — EPDXY INJECTION SYSTEM EPDXY INJECTION 03 09 31 - 3 SECTION 13 11 10 POOL START UP Part 1 — General 1.01 WORK INCLUDED Provide start-up and operation instructions to Owner and properly balance pool chemistry upon start-up, until the Owner takes occupancy. 1.02 QUALITY ASSURANCE A. Retain a qualified chemistry consultant, familiar with operation and maintenance of aquatic facilities, to supervise and properly balance pool chemistry. An example is: Knorr Systems, Inc. (800) 676-7946. B. Demonstrate to the Owner and Engineer and appropriate officials that all systems are fully operational and that calcium hardness, chlorine residual and pH levels are within specified limits. C. Standards: Contractor shall furnish labor and chemicals as required to condition the water properly to the following specifications: 1. pH: 7.2-7.8 2. Total Alkalinity: 80-120 ppm 3. Calcium Hardness: 300-600 ppm 4. Calcium Saturation Index (CSI): -0.3 to +0.5 5. Chlorine Residual: 1-3 ppm 1.03 EQUIPMENT ACTIVATION A. All water chemistry and filtration mechanical equipment shall be operational upon filling of pool after plaster. Chemicals and other related support items as supplied by the Contractor, shall be in supply at start-up. Note that the heater shall not be started up until all plaster dust is gone, typically at least 14 days after the plaster is installed. B. Start-up and provide qualified personnel to operate pool equipment for a period not less than fourteen (14) days after the pool is placed in operation, or until the Owner takes occupancy of the facility or letter of substantial completion. During which time instruct and supervise the Owner's personnel in the various operating and maintenance techniques involved. Pool Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at time of turnover to Owner, chemical storage tanks shall be full. (And Owner's personnel fully trained and capable of assuming pool maintenance tasks, training may begin before Owner takes occupancy). Part 2 - Products Not Used. POOL START UP 13 11 10 - 1 Part 3 — Execution 3.01 START-UP SPECIFICATIONS A. Contractor shall employ a qualified water testing agency familiar with both Calcium Saturation Index (CSI) and Ryznar Index (RI) to analyze the domestic water with which the pool is to be filled. Initially, the water should be adjusted to levels required to properly cure pool plaster and maintain plaster warranty. Once the pool plaster is sufficiently cured and prior to turnover, water chemistry shall be adjusted to satisfy both Calcium Saturation Index (CSI) and Ryznar Index (RI). To achieve this compatibility, the CSI will be in the upper ranges (+0.3 to +0.5) and the RI will be in the acceptable range near 6.5 to 6.7. B. Contractor shall have on hand quantities of the chemicals as determined above, plus 25% overage for follow-up treatment. These chemicals, typically including calcium chloride, bicarbonate of soda, and muriatic acid, are in addition to standard chlorine/chlorine products and alkalizer/pH control products required elsewhere in this specification. C. System Start -Up and Operational Test: Start up the entire system and operate all components for not less than 14 consecutive days. During this time, periodically clean strainers until no further accumulation of foreign material occurs and add chemicals as required for acceptable water quality. Adjust all safety and automatic controls for proper operation and sequence. Immediately repair and correct all deficiencies during the operational test and continue the test until 14 days of continual satisfactory performance has occurred without any defects. After successful conclusion of operational testing, clean strainers, backwash filter media, and leave the entire pool systems ready for use. D. Pool Heater Start -Up: Once plaster dust has settled and is gone, contractor shall start up the heater and ensure that it is in proper working condition. END OF SECTION 13 11 10 — POOL START UP POOL START UP 13 11 10 - 2 SECTION 13 11 11 POOL SUBMITTALS Part 1 - General 1.01 DESCRIPTION Section Includes A. Submit to the Engineer shop drawings, product data and samples required under the various Sections of these Specifications. B. Prepare and submit with Construction Schedule, a separate schedule listing dates for submission and dates reviewed shop drawings, product data and samples will be needed for each product. C. This section shall be applied to Valencia Glen Park Pool 1.02 PRODUCT HANDLING Make all submittals of Shop Drawings, Samples, and requests for substitution in accordance with the provisions of these Specifications. Part 2 - Products 2.01 SCHEDULE OF SUBMITTALS Compile a complete schedule of all submittals required for the project, complete with major division and subdivision headings and broken into individual trades. Format shall be 8-1/2" x 11". The schedule shall be in such a form as allowing for notations next to each required submittal including, but not necessarily limited to, submission dates, action taken, approvals and re -submittals. Submit such a schedule to the Engineer for their comments and approval. The approved Schedule of Submittals shall be kept current at all times, and an updated copy shall be kept in the Project Field Office for review. 2.02 SHOP DRAWINGS AND PRODUCT INFORMATION SUBMITTALS A. Unless otherwise specifically directed by the Engineer, make all Shop Drawings accurately to a scale sufficiently large to show all pertinent features of the item and its method of connection and interface to the Work. B. Submit all Shop Drawings and Product Information in the form of Portable Document Format (PDF) of each Shop Drawing. Where contents of submitted product information include data not pertinent to the submittal, contractor shall clearly indicate which portion is being submitted for review. C. Submittals are required on all items to ensure the latest and most complete manufacturer's data is available. The Contractor assumes full responsibility for problems which could have been noted on valid submittals not furnished. D. If an item or items specified by the Engineer will not be available in time for installation during orderly progress of the Work, notify the Engineer prior to receipt of bids. Verify that all specified items will be available. Costs of delays because of non - availability of materials will be back -charged as necessary and shall not be borne by the Owner. POOL SUBMITTALS 13 11 11 - 1 2.03 SAMPLES A. Unless otherwise specifically directed by the Engineer, all Samples shall be of the precise article proposed to be furnished. B. Submit all Samples in the quantity, which is required to be returned, plus one (1) which will be retained by the Engineer. 2.04 CALCULATIONS Where required, structural calculations shall be performed by a licensed Civil or Structural Engineer and shall be sufficient to show the adequacy of all members and connections to be reviewed. 2.05 COLORS A. Unless the precise color and pattern is specifically described in the Contract Documents, whenever a choice of color or pattern is available in a specified product submit accurate color charts and pattern charts to the Engineer for his review and selection. B. Unless all available colors and patterns have identical costs and identical wearing capabilities and are identically suitable for the installation, completely describe the relative costs and capabilities of each. 2.06 MAN UALS A. Where manuals are required to be submitted upon completion of the installation, prepare all such manuals in durable plastic binders approximately 8-1/2" x 11" in size and with at least the following features: 1. Identification readable through the outside of the cover, stating the general nature of the manual and the project to which it pertains. 2. Neatly typewritten Index near the front of the manual, furnishing immediate information as to location in the manual of all data regarding the installation. 3. Complete instruction regarding operation and maintenance of all equipment involved. 4. Complete nomenclature of all replaceable parts, their part numbers, current cost and name and address of the Vendors of the parts. 5. Copy of all guarantees and warranties issued on the installation. 6. Copy of the approved Shop Drawings with all data concerning changes made during construction. B. Where contents of manuals include manufacturer's catalog, clearly indicate the precise items included in this installation and delete, or otherwise clearly indicate, all manufacturer's data with which this installation is not concerned. C. Unless otherwise specifically directed by the Engineer, deliver two (2) copies of the manual to the Owner and one (1) copy to the Engineer. POOL SUBMITTALS 13 1111 -2 2.07 RECORD DRAWINGS Where required by the Contract Documents or where changes to the Contract Documents have been made by change order, revision to clarification drawings, or where minor changes to the Contract were required because of unforeseen conditions or as may be required by the Engineer, prepare accurate Record Drawings indicating all pertinent data and dimensions necessary to adequately describe the contract deviations to the Owner for his future use. 2.08 SUBSTITUTIONS A. Reference in the Contract Documents to any material, product, or process by name, make or catalog number shall be interpreted as establishing a standard of quality and design intent and not construed as prohibiting substitutions of any other such material, product, or process, provided such substitution is specifically approved by the Engineer prior to receipt of bids. B. Acceptance of substitutions will not relieve the Contractor from responsibility for complying with the Contract Documents. C. At the discretion of the Engineer, testing of samples of materials proposed for substitutions may be required. The testing shall be done by an independent testing laboratory selected by the Owner, the costs of which shall be borne by the Contractor. D. At the discretion of the Engineer, the Contractor may be required to furnish a written guarantee, in addition to that already required, ensuring the satisfactory performance of the proposed substitutes. E. All additional labor and materials which may be required for the proper installation of any substitution, or required as a consequence of any substitution, will be provided at no additional cost to the Owner. F. Bids shall be based upon the data given in the Contract Documents, or upon previously approved items or techniques as "approved equals" by the Engineer. Where calculations or shop drawings are required for approval, allowance shall be made for meeting the requirements of the Contract Documents and all applicable codes and ordinances. G. Bidders may, in addition, submit separate bids using materials and equipment of other manufacturers, providing the difference in cost is stated for each item proposed to be substituted. H. Provide to the Engineer all information necessary and required to evaluate proposed substitutions. Do not base bid on the assumptions that a material will be approved as equal by the Engineer unless the item has been specifically approved for this Work by the Engineer prior to the receipt of bids. I. The Contractor assumes full responsibility that substituted items or procedures will meet the job requirements and is responsible for the cost of redesign and of modifications to this and all other parts of the work caused by substituted items. J. Submittals will be checked for general conformance with the design concept of the project, but acceptance does not guarantee quantities shown and does not supersede requirements to properly install work. Submittals for proposed alternatives POOL SUBMITTALS 13 1111 - 3 will be judged not only for the acceptability of the items themselves, but of the items as they are used under the conditions of this particular project. Part 3 - Execution 3.01 IDENTIFICATION OF SUBMITTALS OR SUBSTITUTIONS Completely identify each submittal and re -submittal by showing at least the following information: A. Name and address of entity submitting information, plus name and telephone number of individual who may be contacted for further information. B. Name of project for this Work. C. Drawing number and Specification Section number to which the submittal applies. D. Number of all submittals sequentially, whether this is an original submittal or a re - submittal, and if a re -submittal, what number re -submittal. 3.02 COORDINATION Prior to submittal for Engineer's review: A. Fully coordinate all submittals by determining and verifying all field dimensions and conditions, materials, catalog numbers, and similar data. B. Coordinate as required with all other trades and with all public agencies involved. C. Secure all necessary prior approvals and signify by stamp, or other means, that they have been secured. D. Clearly indicate all deviations from Contract Documents. 3.03 TIMING OF SUBMITTALS Make all submittals within thirty (30) days of the date of the award of the contract for the Work, and far enough in advance of scheduled dates of installation to provide adequate time for all required reviews, both by the Engineer and his consultants, for securing necessary approvals, for possible revision and re -submittal, and for placing of orders and securing delivery. In scheduling, allow a minimum of twenty (20) full working days for the Engineer's review. Cost of delays caused by the tardiness of submittals will be back - charged as necessary. 3.04 ENGINEER'S REVIEW The Engineer's review will be only for conformance with the design concept and with the information given in the Contract Documents. The Engineer's review and approval of Shop Drawings and Samples shall not relieve the Contractor of responsibility for deviation from the requirements of the Contract Documents unless the Contractor has informed the Engineer and Owner in writing of such deviation at the time of submittal and the Engineer has given written approval to the specific deviation, nor shall the Engineer's approval relieve the Contractor from responsibility for errors and omissions in the Shop Drawings and Samples. Should the Engineer be required to review any submittal more than three (3) separate times due to the inadequacy of the submittal and due to no fault POOL SUBMITTALS 13 11 11 - 4 of the Engineer, the Contractor shall render to the Engineer, the Engineer's direct cost for review of all subsequent re -submittals. 3.05 COMPLIANCE WITH APPROVALS Do not commence any portion of the Work requiring approval of Shop Drawings or Samples by the Engineer until the submittal has been approved by the Engineer and Owner. All such portions of the Work shall be in accordance with the approved Shop Drawings and Samples. END OF SECTION 13 11 11 — POOL SUBMITTALS POOL SUBMITTALS 13 1111 - 5 SECTION 13 11 17 POOL TILES PART1-GENERAL 1.01 WORK INCLUDED Provide all swimming pool tile detailed on the Drawings, including, but not limited to, the following: • Depth Markers (Deck) • Depth Markers (Waterline) • No Diving Markers • Waterline Tile 1.02 QUALITY ASSURANCE A. All Work of this Section shall be performed by the swimming pool Contractor/Subcontractor. B. Qualification of Workers 1. For cutting, installing, and grouting of ceramic tile, use only thoroughly trained and experienced tile setters completely familiar with the materials and methods specified. 2. In acceptance or rejection of installed ceramic tile, no allowance will be made for lack of skill on the part of workers. C. Standards: In addition to complying with all pertinent codes and regulations: 1. Manufacturing of all tiles shall be in accordance with ANSI A-137.1-2012. 2. Install ceramic tile in accordance with recommendations contained in "2025 Handbook for Ceramic, Glass, and Stone Tile Installation" of the Tile Council of America, Inc. 1.03 SUBMITTALS A. Provide submittals in accordance with Section 13 11 11. B. Samples: Submit four (4) samples of each color and pattern in the specified groups. Character samples can be representative for review prior to screening of actual tile. C. Master Grade Certificate: Prior to opening ceramic tile containers, submit a Master Grade Certificate, signed by the manufacturer of the tile used and issued when the shipment is made, stating the grade, kind of tile, identification marks for the tile containers, and the name and location of the Project. D. Specifications: Submit four (4) copies of manufacturer's recommended installation specifications for this Work. E. Substitutions: Include with request specified item, design, catalog number, and finish for each item for the approval of the Owner's Representative. 1.04 PRODUCT HANDLING A. Delivery: Deliver all materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible. POOL TILES 1311 17 - 1 B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the designated area on Plans. C. Protection: Use all means necessary to protect ceramic tile before, during and after installation and to protect the installed Work of all other trades. D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner's Representative at Contractor/Subcontractor expense. PART 2 - PRODUCTS 2.01 POOL AND DECK TILES Table 1: Tile Snecification Location of Use Target Dynamic Coefficient of Friction DCOF Wet* Finish Exterior Floor Applications i.e. pool deck >_0.60 Abrasive, Unglazed Ramps and Inclines >_0.65 Abrasive, Unglazed Pool Lining (Waterline Tiles N/A* Glossy, Glazed Pool Tank/Submerged N/A** Abrasive, Unglazed * The Dynamic Coefficient of Friction (DCOF) Wet shall be tested per ANSI A326.3 — American National Standard Test Method for Measuring Dynamic Coefficient of Friction of Hard Surface Flooring Materials. ** There is no applicable DCOF Wet for Pool Linings. Thus, the pool tile manufacturer shall specify that their tile is suitable for this application. *** There is no applicable DCOF Wet for the Pool Tank/Submerged. Thus, the pool tile manufacturer shall specify that their tile is suitable for this application. Table 2: Tile Performance Characteristics ASTM# Result Water Absorption C373 < 0.5% Breaking Strength C648 > 300 Ibf Scratch Hardness C1895 7.0 to 8.0 Chemical Resistance C650 Resistant 1. Depth Markers — Deck a. Location of Use: Exterior Floor Applications b. Size: 6" x 6" c. Color: White (Background) and Black (Lettering) d. Manufacturer: Inlays or approved equal 2. Depth Markers — Deck a. Location of Use: Exterior Floor Applications b. Size: 1" x 1" c. Color: White (Background) d. Manufacturer: Daltile or approved equal 3. Depth Markers — Waterline a. Location of Use: Pool Lining b. Size:6"x6" c. Color: Light Blue Background and Black Lettering d. Text: 4-inch Height e. Manufacturer: Inlays or approved equal POOL TILES 1311 17 - 2 4. No Diving Markers — Deck a. Location of Use: Exterior Floor Applications b. Size:8"x8" c. Color: White Background, Black Lettering, and Red Cross d. Text: 2-inch Height e. Manufacturer: Inlays or approved equal 5. Waterline Tile a. Location of Use: Pool Lining b. Size 6"x6" c. Color: Spa (to match existing tiles) d. Manufacturer: Daltile or approved equal 2.02 THIN -SET MORTAR Thin -set mortar shall be per Laticrete 254 Platinum or approved equal. 2.03 MORTAR A. Sand for Mortar: Comply with requirements of fine aggregate for concrete. B. Cement: Type I Portland Cement, conforming to ASTM C150. C. Hydrated Lime: Conforming to ASTM C206 or 207, Type S. D. Water: From a potable source. Payment for Mortar, which includes sand, cement, hydrated lime, water, and admix, shall be included in other items of work involved and no additional compensation will be allowed therefore. 2.04 GROUT All tile grout shall be waterproof and chemical resistant grout complying with the recommendations of referenced standards. Grout color per manufacturer recommendation (verify colors with Engineer and shall be submitted with the tile submittal. Payment for grout shall be included in other items of work involved and no additional compensation will be allowed therefore. 2.05 OTHER MATERIALS All other materials, not specifically described but required for a complete and proper installation of ceramic tile as indicated on the Plans, shall be new, first quality of their respective kinds, and subject to the approval of the Agency. Payment for these other materials shall be included in other items of work involved and no additional compensation will be allowed therefore. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Inspection 1. Prior to Work of this Section, the contractor shall carefully inspect the installed work of other trades, where applicable, and verify that all such work is complete to the point where this installation can properly commence. POOL TILES 13 11 17 - 3 2. Verify that ceramic tile can be installed in accordance with the original design and all referenced standards. B. Discrepancies 1. In the event of discrepancy, immediately notify the Engineer. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved. 3. Failure to notify the Engineer and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive its Work. 3.02 INSTALLATION A. Method 1. Install all ceramic tile in strict accordance with installation method of the "2025 Handbook for Ceramic, Glass, and Stone Tile Installation" of the Tile Council of America, Inc. 2. Be certain to install all ceramic tiles perfectly level, flush, plumb, and to the finish grades and elevations indicated on the Plans. B. Interface 1. Carefully establish and follow the required horizontal and vertical elevations to insure proper and adequate space for the work and materials of other trades. 2. Coordinate and cooperate as required with other trades to insure proper and adequate interface of ceramic tile Work with the Work of other trades. 3.03 GROUTING A. Follow grout manufacturer's recommendations as to grouting procedures and precautions. B. Remove all grout haze, observing grout manufacturer's recommendations as to use of acid and chemical cleaners. 3.04 CLEAN-UP Upon completion of the ceramic tile installation, thoroughly clean and polish the exposed surfaces of tile work. Completely clean work area of debris and rubbish occasioned by this Work and dispose according to the approval of the Owner's Representative. 3.05 PAYMENT Payment for all tiles shall be made per the unit price per the Bid List. The aforementioned payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all the work as specified on the plans, specifications, and these Special Provisions and no additional compensation will be allowed therefore. END OF SECTION 13 11 17 — POOL TILES POOL TILES 13 11 17 - 4 SECTION 13 11 19 POOL PLASTER RENOVATION PART 1-GENERAL 1.01 WORK INCLUDED All preparation of swimming pool structure and labor and materials required to plaster the pools. All plaster renovation shall be as indicated on the Plans and herein specified. 1.02 QUALITY ASSURANCE A. All Work of this Section shall be performed by the swimming pool Contractor/Subcontractor. B. Qualifications of Workers 1. The installer for this portion of the work shall have been successfully engaged in the business of swimming pool plastering for at least five (5) years immediately prior to commencement of this work, and shall demonstrate to the approval of the Owner's Representative that its record of workman -ship is satisfactory. 2. For actual plastering and finish operations, use only thoroughly trained and experienced plasterers completely familiar with the materials and methods specified. 3. Provide at least one person who shall be present at all times during the execution of this portion of the Work and who shall be thoroughly familiar with the type of materials being installed, the referenced standards, and the requirements of this Work, and who shall direct all Work performed under this Section. C. Standards: Swimming pool plaster shall be designed to comply with the published standards of the State and Local Health Department as they apply to the material and services furnished herein. In addition, the Contractor shall meet requirements of applicable portions of most current editions of the following: 1. ASTM C897 — Standard Specification for Aggregate for Job -Mixed Portland Cement -Based Plasters 2. ASTM C926 — Standard Specification for Application of Portland Cement -Based Plasters 3. CCR-T19: California Code of Regulations- Title 19, Public Safety. 4. CCR-T21: California Code of Regulations- Title 21, Public Works. 5. CCR-T22: California Code of Regulations- Title 22, Health and Safety. 1.03 SUBMITTALS A. Provide submittals in accordance with Section 13 11 11 Pools Submittal. B. Samples: Submit four (4) samples of the pool plaster material. 1.04 PRODUCT HANDLING A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible. B. Storage: Store materials under cover in a manner to prevent damage and contamination, and store only in areas coordinated with the Owner. POOL PLASTER RENOVATION 13 11 19-1 C. Demolition: Remove tile and plaster by means that will not damage the underlying concrete shell. Do not remove or penetrate the pool shell when removing tile and plaster. D. Protection: Use all means necessary to protect the swimming pool plaster before, during, and after installation and to protect the installed work and materials of all other trades. E. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner's Representative at Contractor/Subcontractor's expense. 1.05 ENVIRONMENTAL CONDITIONS A. No plastering shall be done under unsuitable conditions of weather or temperature. No plastering shall be done when the prevailing temperature is 40 degrees Fahrenheit or less. B. Do not install plaster during rain and if rain commences after plastering has begun, immediately protect the plaster from rain, by all means, necessary until the plaster has set. C. Do not install plaster during wind greater than 10 miles per hour (mph) and if wind commences after plastering has begun, immediately protect the plaster from wind, by all means, necessary until the plaster has set. PART2-PRODUCTS 2.01 POOL PLASTER CEMENT AND AGGREGATE 1. CEMENT: Swimming pool plaster cement shall be white Portland cement conforming to ASTM C- 150 Type I as manufactured by Riverside Cement, Lehigh Cement, or approved equal. 2. AGGREGATE: Swimming pool aggregate shall be white marble per MARBLEMIX or approved equal. 2.02 WATER Water for swimming pool plaster shall be clean and free from injurious amounts of acid, alkali, and organics. Water shall also be free of substances that can affect set time. 2.03 MIX DESIGN A. Mix design shall comply with ASTM C926. B. Mix design shall comply with the National Plasterers Council Technical Manual for mix proportions specific to swimming pools. The mix design for this application shall be 1 part hydraulic cement and 1.5 to 2 parts aggregate, by weight. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Inspection 1. Prior to Work of this Section, the contractor shall carefully inspect the installed work of other trades, where applicable, and verify that all such work is complete to the point where this installation can properly commence. Exposed steel reinforcement shall be free from rust scale, loose mill scale, oil, paint, and all other coatings which will destroy or reduce the bond between steel and cement or epoxy fill. POOL PLASTER RENOVATION 13 11 19 - 2 2. Surfaces to receive the plaster shall be properly prepared to be free from oil or other elements that would interfere with bonding. All existing plaster shall be properly removed through chipping or equivalent methods (approved by the City and Engineer) so that the new plaster is directly bonded to the existing concrete structure. 3. Contractor shall verify that swimming pool plaster can be installed in accordance with the plans, specifications, Special Provisions, and all referenced standards. B. Discrepancies 1. In the event of a discrepancy, immediately notify the Agency. 2. Do not proceed with installation in areas of the discrepancy until all such discrepancies have been fully resolved. 3. Failure to notify the Agency and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work. 3.02 INSTALLATION OF SWIMMING POOL PLASTER CEMENT A. Completion of Other Work: Do not commence plastering of swimming pool until all concrete deck areas, landscaping and other construction adjacent to the swimming pool are complete and all construction equipment used for those portions of the work have been moved from the immediate area. B. Preparation 1. Do not apply plaster over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to the formation of a durable plaster finish. 2. Consult with manufacturer on application to specific surfaces being treated. Follow manufacturer's recommendation for curing of concrete/gunite surfaces before application of plaster. 3. Protect decking, deck equipment, gratings, fittings, and other items by suitable covering or masking. 4. Mask or remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place not to receive pool plaster. Following completion of plaster for each space or area remove the masking. Re -install all removed items utilizing workers skilled in the trades involved. 5. Pool shell cracks shall be filled per Section 13 1120 — Epoxy Injection. C. Application Plaster Thickness: Plaster Thickness shall be '/2-inch thick (minimum) and shall be made flush with all existing pool fixtures (i.e. tiles, light fixtures, skimmer equalizers, etc.) 2. Float the plaster to a uniform plane and trowel to a smooth, dense, impervious surface using extreme care to avoid stains. 3. Take special care in finishing around pool fittings, making sure to mask off or plug openings so as not to fill such openings with excess plaster. Be certain to completely enclose pool fittings with plaster to ensure a leak -proof seal around pipes, fittings, lights, anchors, etc. POOL PLASTER RENOVATION 13 11 19 - 3 4. Accurately interface with the finish planes of items installed by other trades. 3.03 CURING A. Preparation: Anticipate the need for a required equipment and have all such equipment immediately available for use upon completion of swimming pool plastering. B. Swimming Pool Filling After the plaster has sufficiently dried and before drying has proceeded to a damaging point, cure the plaster by gradually filling the swimming pool with water, preventing all damage to finished plaster surfaces. 2. Flow the water continuously until the swimming pool is filled. 3. When the weather is hot and/or water pressure is low, keep the swimming pool walls damp while the swimming pool is being filled. 4. Coordinate with Contractor to ensure that the swimming pool is continuously monitored while filling to prevent overfill. 3.04 CLEAN-UP Upon completion of the swimming pool plaster, remove all materials, equipment, and debris occasioned by this work and leave the job site in a clean and presentable condition. Perform all such clean-up to the approval of the Owner's Representative. 3.05 MAINTENANCE For the first fourteen (14) days after completion of the swimming pool plaster, the Contractor shall brush all plastered surfaces at least twice a day and coordinate with the Owner's Representative to ensure that the plaster is carefully maintained after the initial fourteen -day period. 3.06 PAYMENT Payment for removal of existing plaster cement and all existing tiles shall be made per the unit price bid for Removal of Existing Plaster. Payment for pool plaster shall be made per the unit prices listed in the Bid Proposal. The aforementioned payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all the work as specified on the plans, specifications, and these Special Provisions and no additional compensation will be allowed therefore. END OF SECTION 13 11 19 — POOL PLASTER RENOVATION POOL PLASTER RENOVATION 13 11 19 - 4 SECTION 13 11 20 POOL EQUIPMENT PART 1 —GENERAL 1.01 WORK INCLUDED A. Swimming pool equipment items required for this Work as indicated on the Drawings and specified herein. 1.02 QUALITY ASSURANCE A. Qualifications of Workers: The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work. 2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified. 3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section. B. All equipment supplied, or work performed shall comply with regulations governing public swimming pools and spas as contained within Chapter 31 of California Building Code, latest edition. 1.03 SUBMITTALS AND SUBSTITUTIONS A. Provide submittals in conformance with the requirements of Section 13 11 11. Requests for substitution shall conform to requirements of Article 1.01.A of Section 13 11 11. B. Required submittals include: 1. Swimming Pool Fittings as specified in Article 2.01 of this Section. 2. Swimming Pool Deck and Mechanical Equipment as specified in Article 2.02 of this Section. C. Submit proof of qualifications as specified in Article 1.02.A of this Section. D. The equipment shown on the plans represent the first listed items in the technical specifications. The Contractor shall be responsible for all required field coordination and installation of any approved equal product to provide a fully working and warranted system. The Contractor shall submit detailed shop drawings for any products used other than the first listed specified items provided products are equal to that of first listed equipment. Shop drawings shall include details and quality equal to the original plans and construction documents. The Contractor shall provide any and all required engineering including but not limited to structural and anchorage requirements for any proposed equipment other than the first listed specified equipment. The Contractor is responsible to provide a factory certified representative(s) to commission/start-up and provide on - site training for all swimming pool mechanical equipment provided. 1.04 PRODUCT HANDLING A. Protection: Use all means necessary to protect swimming pool equipment items before, during and after installation and to protect the installed work specified in other Sections. B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to POOL EQUIPMENT 13 11 20 - 1 the approval of the Owner's Representative. PART 2 — PRODUCTS 2.01 FITTINGS A. Main Drain Cover: Aquastar Suction Outlet cover: 12-inch x 12-inch = R12MF-12f_A-6b_B3_C0.3_D0.7_E3_F16 (2017 VGB) or approved equal. Quantities are to be per plan. Contractor shall provide to the Owner a Certificate of Compliance, signed by a licensed design professional, as required by the Virginia Graeme Baker Act and California Assembly Bill AB1020. B. Pool Underwater Lights: J&J Electronics Pure White LED Pool Light Fixtures: F3 Model, 120V, 58W, Cool White, Cord Length to be verified by contractor. Quantities are to be per plan. C. Lane Line Anchor: Sr. Smith Lane Line Wall Anchor model WA-100. Quantities are to be per plan. D. Skimmer: Aquastar Skimmer per model SKR2 rated for 65 GPM. E. Skimmer Equalizer Cover: Aquastar Equalizer Cover per model 6HPHA rated for 143 GPM. PART 3 — EXECUTION 3.01 SURFACE CONDITIONS A. Inspection: 1. Prior to installing the items of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence. 2. Verify that the swimming pool equipment items may be installed in strict accordance with original design, pertinent codes and regulations, and the manufacturers' recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Owner's Representative. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved. 3. Failure to notify the Owner's Representative and give written notice of discrepancies shall constitute acceptance by the Installer of existing conditions as fit and proper to receive its Work. 3.02 INSTALLATION A. Supply and install items of swimming pool equipment in strict accordance with applicable codes and regulations, the original design, and the manufacturer's published recommendations, anchoring firmly and securely for long life under hard use. POOL EQUIPMENT 13 11 20 - 2 B. Coordinate with other trades to ensure all imbedded items are set plumb and flush. C. All equipment shall be braced and/or anchored to resist a horizontal force acting in any direction using the criteria shown on the Drawings. 3.03 CLEAN-UP A. Upon completion of swimming pool equipment, remove all debris, materials and equipment occasioned by this Work to the approval of the Owner's Representative. END OF SECTION 13 11 20 - POOL EQUIPMENT POOL EQUIPMENT 13 11 20 - 3 EXHIBIT C C&DMMP Form Project Information Project Name: - Permit (BLD#): Project Address: CONSTRUCTION AND DEMOLITION MATERIALS MANAGEMENT PLAN For questions, please contact the Environmental Services Division at (661) 266-4096 Contact Information Name: Phone: Email: Construction and Demolition Materials Est. Qty. Franchised Hauler/Self-Haul (wood, metal, drywall, carpet, cardboard, etc.) (tons) Tota I Inert Materials Est. Qty. Franchised Hauler/Self-Haul/Reuse (concrete, sand, dirt, rock, gravel, clean fill, trees, stumps, etc.)* (tons) Tota I *Pursuant to 2022 California Green Building Standards Code, 100 percent of trees, stumps, rocks, and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. * If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. R1 Learn more about Santa Clarita's C&D Ordinance by visiting City.sc/CDMMP or by scanning the OR code on the right i R1 City of Santa Clarita Franchised Haulers Temporary Bin and Roll -Off Box Service All temporary bin and roll -off box services in the City of Santa Clarita are franchised by the following companies. If you are not self -hauling, you must use one of the haulers listed below: America's Bin Company American Reclamation Athens Services Burrtec Waste Industries Consolidated Disposal Service, LLC DBA Republic Services Reel Waste and Recycling Rent -A -Bin Triscenic Production Services, Inc Waste Management (WM) Self -Haul (888) 500-9007 (888) 999-9330 (888) 274-2074 (661) 222-2249 (562) 360-3932 (877) 588-7335 or (818) 361- 2200 (818) 709-5599 (818) 367-0243 (661) 259-2398 IMPORTANT: If self -hauling project waste, it is your responsibility to ensure facilities used divert at least 65% of material from the landfill. Contractors may self -haul their waste and recyclable materials if they possess a valid California contractor's license for their scope of work. For example, in order for a demolition contractor to self -haul, the demolition contractor shall be licensed with the California State Licensing Board to conduct demolition services. Waste hauling services may not be subcontracted. General contractors who subcontract work shall ensure all subcontractors are either using a City franchised hauler or are eligible to self -haul. If you choose to self -haul, a separate self -haul verification form will be requested upon project finalization and submitted alongside all applicable weight tickets and/or diversion reports. The self -haul verification form can be found at City.sc/CDMMP. The City of Santa Clarita's Construction & Demolition Recycling Ordinance (05-09) requires all demolition projects, all commercial construction projects of new construction or additions over 1,000 square feet and all tenant improvements, alterations or new construction valued over $200,000, all new residential construction projects, and all residential additions and improvements that increase building area, volume, or size to recycle a minimum of 65 percent (65%) of all materials. There is a deposit required which is calculated at two percent (2%) of the highest valuation or $15,000 (whichever is less) for construction projects, and ten percent (10%) or $15,000 (whichever is less) for demolition projects. It is the responsibility of the applicant to ensure the recycling requirements are met by working closely with the approved waste hauler(s). Please make sure you keep records from your waste hauler(s) and/or weight tickets from the C&D recycling center/landfill. These records will be necessary to prove your recycling tonnages and will be required in order to be eligible for a deposit refund. All diversion documents are due within 180 days of project finalization with Building and Safety. Please visit City.sc/CDMMP for instructions to submit your diversion. Deposits may take from four (4) to six (6) weeks to process once diversion is accepted and are only available via mailed check. By signing below, you are certifying you have read and understand this requirement: Applicant Signature Contractor Signature Date Date (if different than applicant above) EXHIBIT D LA County Health Department Plans toF as,y� COUNTY OF LOS ANGELES • DEPARTMENT OF PUBLIC HEALTH 'FENVIRONMENTAL HEALTH { ENVIRONMENTAL PROTECTION BRANCH t + RECREATIONAL WATERS 4 t 1IF00.N��'X 5050 COMMERCE DR, BALDWIN PARK, CA91706 PHONE: (626) 430-5360 VW WV.PUBLICHEALTH. LACOUNTY.GOV/EH OFFICIAL PLAN REVIEW REPORT CouNry a los IWc[�s Public Hearn DATE 12/04/2025 EHS I HRATCH KIVORK PLAN CHECK NUMBER SR0428109 PROGRAM ELEMENT 3721 - POOL - MAJOR RENO < 3,000SQ & 40FT WIDE OWNER / REQUESTER JUAN MARTINEZ, TBD DBA VALENCIA GLEN PARK POOL ADDRESS 23750 VIA GAVOLA, SANTA CLARITA, CA 91355 INITIAL PLAN REVIEW STATUS: APPROVED POOL SPECIFICATIONS POOL TYPE: SWIMMING POOL DIMENSIONS: 75' X 37' AREA: 2859 DEPTHS S-B-D: 3 '- 4 '- 4 ' 6 '- 5 ' - 9 ' VOLUME: 125,000 FILTER: N/A FILTRATION RATE: N/A PUMP: PENTAIR AUTORA 3801- 375 GPM BOOSTER PUMP: N/A CHLORINATOR: N/A CHEMICAL CONTROLLER: N/A CHEMICAL FEEDER (PH): N/A FLOWMETER: N/A SEPARATION TANK: N/A SVRS: N/A DECK / FINISH MATERIAL: N/A SKIMMER: N/A DRAIN COVERS: AQUA STAR R12MF FACILITY SPECIFICATIONS MEN'S TOILET: N/A MEN'S URINAL: N/A WOMEN'S LAVATORY: N/A MEN'S SHOWER: N/A WOMEN'S TOILET: N/A DRINKING FOUNTAIN: N/A MEN'S LAVATORY: N/A _ WOMEN'S SHOWER: N/A I SOLAR SPECIFICATIONS I I PUMP AT 60 FT HEAD: N/A I MAX FLOW THROUGH FILTER SUCTION PIPING: N/A I I SOLAR PANEL: N/A I MAX FLOW THROUGH FILTER RETURN PIPING: N/A I MINIMUM FILTRATION RATE: N/A Help us serve you better by completing a short survey. Visit Wr1rebsite at htto://oublichealth.lacounp.gov/eh/about/customer-service.htm. EHS Signature Page 1 of 5 OFFICIAL PLAN REVIEW REPORT DATE 12/04/2025 EHS I HRATCH KIVORK PLAN CHECK NUMBER SR0428109 PROGRAM ELEMENT 3721 - POOL - MAJOR RENO < 3,OOOSQ & 40FT WIDE OWNER / REQUESTER JUAN MARTINEZ, TBD DBA VALENCIA GLEN PARK POOL ADDRESS 23750 VIA GAVOLA, SANTA CLARITA, CA 91355 INITIAL PLAN REVIEW STATUS: APPROVED THE APPROVAL IS CONTINGENT UPON CORRECTING THE FOLLOWING: CORRECTION CATEGORY: SHELL/FINISH IDENTIFIED: 12/04/2025 CORRECTIVE ACTION: A POOL SHALL BE WHITE IN COLOR WITH NO LETTERS, MARKINGS OR DESIGNS EXCEPT FOR SAFETY MARKINGS. WHITE PLASTER California Code of Regulations: The finished pool shell shall be lined with a smooth waterproof interior finish that will withstand repeated brushing, scrubbing, and cleaning procedures. The finish color shall be white. Tiles installed at the waterline shall be of contrasting color. A spa pool may be finished in a light color other than white when approved by the enforcing agent. Pool shell shall be maintained in good repair. 24 California Code of Regulations § 3108B CORRECTION CATEGORY: MARKINGS IDENTIFIED: 12/04/2025 CORRECTIVE ACTION: 1-6 " CERAMIC GLOSSY/SMOOTH/CONTRASTING COLOR TILES ARE REQUIRED AROUND THE ENTIRE WATERLINE PERIMETER FOR ALL TYPES OF POOLS INCLUDING FIBERGLASS POOLS AND SPAS. 2- CONTRASTING TILE ON STEPS AND BENCHES IS OPTIONAL. INSTALLATION OF TRIM TILE IS LIMITED TO THE EDGES OF STEPS, SPA BENCHES ON HORIZONTAL SURFACES. SURFACES MUST BE SLIP -RESISTANT, CONTRASTING COLOR, AND NO MORE THAN 4 INCHES WIDE. SLIP -RESISTANT IS CONSIDERED A WET COEFFICIENT OF FRICTION OF 0.6 OR GREATER. 3- ALL MARKERS LOCATED ON THE DECK SHALL BE SLIP -RESISTANT. SLIP -RESISTANT IS CONSIDERED A WET COEFFICIENT OF FRICTION OF 0.6 OR GREATER. 4- PROVIDE A STRAIGHT LINE OF CONTRASTING, SLIP -RESISTANT TILE, AT LEAST 4 INCHES WIDE BUT NOT GREATER THAN 6 INCHES WIDE, ACROSS THE BOTTOM OF THE POOL WHERE THE WATER DEPTH IS 4'/2 FEET. UNGLAZED TILE IS CONSIDERED SLIP -RESISTANT. 5- LANE MARKING SHALL NOT EXCEED 12 INCHES IN ANY DIMENSION. 6- FOR POOL WATER DEPTHS 6 FEET OR LESS, PROVIDE SLIP -RESISTANT NO -DIVING MARKERS NEXT TO EACH DEPTH MARKER ON THE DECK. SLIP -RESISTANT IS CONSIDERED TO BE A WET STATIC COEFFICIENT OF FRICTION OF 0.6 OR GREATER. California Code of Regulations: The water depth shall be clearly marked at the following locations: 1) maximum depth; and 2) minimum depth; and 3) each end; and 4) both sides at the shallowest and deepest part of the pool; and 5) at the break in the bottom slope between the shallow and deep portions of the pool (see also Section 3109B.3); and 6) along the perimeter of the pool at distances not to exceed 25 feet (7620 mm). For pool water depths 6 feet (1830 mm) or less no diving markers with the universal symbol of no diving, which is a red circle with a slash through it superimposed over the image of a diver, shall be installed on the deck directly adjacent to the depth markers. California Code of Regulations § 3110B Help us serve you better by completing a short su EHS Signature Page 2 of 5 OFFICIAL PLAN REVIEW REPORT DATE 12/04/2025 EHS I HRATCH KIVORK PLAN CHECK NUMBER SR0428109 PROGRAM ELEMENT 3721 - POOL - MAJOR RENO < 3,000SQ & 40FT WIDE OWNER / REQUESTER JUAN MARTINEZ, TBD DBA VALENCIA GLEN PARK POOL ADDRESS 23750 VIA GAVOLA, SANTA CLARITA, CA 91355 ADDITIONAL REQUIREMENTS SAFETY SIGNS AND EQUIPMENT Provide all safety equipment and signs required for your pool. Refer to the State Pool Code or consult with your inspector. Some of the signs below may not apply to your pool. No lifeguard sign. CPR/ artificial respiration sign. Pool/spa occupancy sign. Emergency sign with pool pool address and nearest emergency services location. Keep closed sign(s) on exterior of gates and doors. Diarrhea warning sign. No diving sign (when required). Warning sign for spas. Emergency shut-off sign for spa energency shut-off switch. Life ring attached to a rope with a length of at least the width of the pool. Body hook on at least a 12 ft. pole. Kum" A •; • .- .- The sumps of all suction drain outlets on all types of pools must conform to one of the following; (use of pre -manufactured sumps are encouraged on new construction) An approved manufactured sump and drain cover as illustrated Or a field -built sump with dimensions of one of the diagrams below. p W D min. D min. 1.5 D min. 1.5 D min. D E-- suction D i ----------------- Suction Suction Help us serve you better by completing a short survey. Visit our w eat htto://oublichealth.lacounty ciov/eh/about/customer-service.htm, EHS Signature Page 4 of 5 OFFICIAL PLAN REVIEW REPORT DATE 12/04/2025 EHS I HRATCH KIVORK PLAN CHECK NUMBER SR0428109 PROGRAM ELEMENT 3721 - POOL - MAJOR RENO < 3,000SQ & 40FT WIDE OWNER / REQUESTER JUAN MARTINEZ, TBD DBA VALENCIA GLEN PARK POOL ADDRESS 23750 VIA GAVOLA, SANTA CLARITA, CA 91355 CORRECTION CATEGORY: EQUIPMENT IDENTIFIED: 12/04/2025 CORRECTIVE ACTION: 1- PROVIDE SKIMMER(S) MODEL/MAKE AS INDICATED ON THE PLANS/REPORT. 2- PROVIDE A WHITE INCANDESCENT POOL UNDERWATER LIGHT(S) WITH WATTAGE AS INDICATED ON THE PLANS/REPORT. California Code of Regulations: All pumps, filters, chemical feeders, skimmers and supplemental equipment shall comply with the applicable requirements established by the NSF/ANSI 50-2012 performance standard effective September 2012. The pool shall be equipped with one or more skimming methods to provide continuous skimming of the pool water and shall be capable of continually withdrawing not less than 100 percent of the flow rate. Disinfectant feeders shall comply with applicable requirements established by the NSF/ANSI 50-2010 performance standard effective August 2010 for disinfectant feeders. All chemical feeders including disinfectant feeders and the auxiliary feeders used for solutions, slurries or solids, along with components such as pumps, strainers, tubing connections, tanks and injection fittings shall comply with the provisions of this section. 24 California Code of Regulations § 3123B, 3125B, 3126B, 3128B, 3133B, 3134B, 3136B, 3141 B, 3162B CORRECTION CATEGORY: PLAN SUBMITTAL IDENTIFIED: 12/04/2025 CORRECTIVE ACTION: PROVIDE NAME OF CONTRACTOR, LICENSE NUMBER, AND TYPE OF LICENSE. California Code of Regulations: A person proposing to construct, renovate or alter a pool, ancillary facilities or equipment and appurtenances shall submit plans and specifications detailing compliance with this chapter to the enforcing agent for review and written approval prior to commencing construction and shall first be cleaned by the enforcing agent before substitution if not an exact duplicate of the units being changed or replaced. Plans submitted for approval pursuant to this section shall be drawn to a scale of inch (6.4 mm) equals 1 foot (305 mm), except that plans for spa pools shall be drawn to a scale of 1 inch (25 mm) equals 1 foot (305 mm), unless otherwise approved by the enforcing agent. California Health & Safety Code § 116038, 24 California Code of Regulations § 3103B COMMENTS THIS PLAN CHECK APPROVAL IS SOLELY FOR THE PROPOSED SCOPE OF WORK AS DETAILED BELOW. ANY ADDITIONAL WORK OUTSIDE OF THIS SCOPE WILL REQUIRE SEPARATE REVIEW AND APPROVAL. 1 RE PLASTER 2 TILES - 3 UNDER WATER LIGHTS 4- DRAIN COVERS 6- SKIMMERS THE APPROVAL OF THIS PLAN IS IS CONTINGENT TO PROVIDE NAME OF CONTRACTOR, LICENSE NUMBER, AND TYPE OF LICENSE. Help us serve you better by completing a short survey. Visit our we ' at htto://oublichealth.lacounty.aov/eh/about/customer-service.htm. EHS Signature Page 3 of 5 OFFICIAL PLAN REVIEW REPORT DATE 12/04/2025 SR0428109 EHS I HRATCH KIVORK PLAN CHECK NUMBER PROGRAM ELEMENT 3721 - POOL - MAJOR RENO < 3,000SQ & 40FT WIDE OWNER / REQUESTER JUAN MARTINEZ, TBD DBA VALENCIA GLEN PARK POOL ADDRESS 23750 VIA GAVOLA, SANTA CLARITA, CA 91355 APPROVED HANDRAIL CONFIGURATION DISCLOSURES • At least QM field inspection is required by this Department to complete the inspection process. TWO field inspections are required when there is an installation of a skimmer(s) or buried piping. Before burying any plumbing, please call for your first inspection. • This plan approval does not authorize the violation of any law, ordinance, or regulation and final approval is subject to field inspection and evaluation. • All suction drain covers / grates must be checked to see they are on the Los Angeles County Approved Pool Equipment List and sized properly. They must be in good repair and be secured so they are removable only with tools. • All pool lights should be inspected to assure that they are in good repair and operational. • All diving boards must comply with requirements in the pool code when the diving board was installed. The diving board, if present, will be evaluated during plan check for compliance. • A field evaluation of the fencing will be made to determine if the existing fence is in compliance with current pool code requirements. It is improper and illegal for any County officer, employee or inspector to solicit bribes, gifts or gratuities in connection with performing their official duties. Improper solicitations include requests for anything of value such as cash, discounts, free services, paid travel or entertainment, or tangible items such as food or beverages. Any attempt by a County employee to solicit bribes, gifts or gratuities for any reason should be reported immediately to either the County manager responsible for supervising the employee or the Fraud Hotline at (800) 544-6861 or www.lacountyfraud.org. YOU MAY REMAIN ANONYMOUS. Help us serve you better by completing a short surrey. Visit our brW- i e at htto://oublichealth.lacountygov/eh/abouVcustomer-service.htm. EHS Signature Page 5 of 5 c+ h VIM -PUBLIC POOL PLAN REVIEW SERVICE REQUEST fVA41 v Environmental Health Division Recreational Waters Program 2� I 5050 Commerce Drive, Baldwin Park, CA 91706 www.publichealth.lacounty.gov/eh I rhealth@ph.lacounty.gov 1 (626) 430-5360 12,4 blo Date Of Request: I1/17/2025 If this plan submission is for a FIRE REBUILD, please indicate which fire: ff23920 AME PHONEMan Martinez 661-291-2229 ilmartinez�santa•clarita.com_—_ ___MAILINGADDRESSCITY: STATE:21P Valencia Boulevard Santa Clarita JCA 91355 FACILITY NAME: APN (REQUIRED FOR NEW POOLS): Valencia Glen Park Pool •• ADDRESS: CITY: 21P: • V I 23760 via Gavola Santa Clarita t``0%C-ta. 91355 COMPANY NAME:CONTRACTOR'S .... .. ..... NAME: MAILING ADDRESS CITY: STATE: 21P �_._ ._...__ _...._._ _...... ---____ ___. _ • PHONE M EMAIL _ .win_,, . _ ____ ___® Tii�--LICENSE TYPE • C ONSULTANT NAME: PHONE p: EMAIL 0 Swimming Pool ❑ Spa ❑ Wading Pool ❑ Spray Ground (Interactive water feature) ❑ Other Pool: _® APARTMENT BUILDING, CONDO, OR HOTEL: ❑ YES, N OF UNITS: I] NO SERVICE REQUEST 0 Major Renovation <3000' sq & 40 ft wide $1,021.00 ❑ Minor Renovation Single Item $354.00 ❑ Major Renovation Additional <3000' sq & 40 fYwide ❑ Major Renovation Large >3000' sq & 40 ft wide $721.00 ❑ Minor Renovation Two Items $1,306.00 ❑ Minor Renovation Three or More ItemsM $544.00 $680.00 ❑ Major Renovation Large Additional >3000' sq & 40 ft wide $980.00 ❑ Minor Renovation Additional Pool/Spa $245.00 ❑ New Pool Large >3000' sq & 40 ft wide ❑'New Pool Large Additional >3000' sq & 40 ft wide $2,613.00 ❑ Pool Resurface $721.00 $1,796.00 ❑ Pool Resurface Additional Pool/Spa $408.00 ❑ New Pool <3000' sq & 40 ft wide ❑ New Pool Additional <30W' sq & 40 ft wide 1 $1,796.00 ❑ Field Consultation (up to 1 hour) $163.00 $1,1S7:00 ❑ Field Consultation (up to 2 hours) $327.00 ❑ Other: itted. t i • o al (Rev 11/20241 �kr1 C touMnw Qs 6 Page 1 of 2 FA#: 0139819 PR#: 0124601 / e Dimo nsio s Of pool: Gallons: 125,000 Year pod bulk: 1969 � VGB Compliant: Oyes ❑ No Existing pump model/hp: Suction line size: 6" Return line size: 6" Material: a PVC ❑ Copper Pentair Aurora 3801 - 3x4x9.5, 375 G if spa, booster pump model/hp: Suction line size: Return line size: Material: ❑ PVC ❑ Copper Grates/drain covers make/model: AQUASTAR R12MF-12f_A-6b_B3_C0.3_D0.7_E3_F16 rated for 420 GPM each (to be instal What is being done/changed: - replaster, replace existing incandescent lights with LED lights, replace existing depth markers (deck and waterline), replace existing main drain covers - add alternative (depending on construction cost)is to replace existing skimmers The Review/ Service Request, plans, supporting documents, and payment can be submitted in person, by mail, or electronically. • If plans are submitting online, an invoice will be generated and emailed to you along with payment instructions. • Do not submit your payment until you have received an invoice. IN -PERSON: ELECTRONICALLY: MAIL: Submit plans and payment in person Submit plans and payment online Mail plans to the address below. An between the hours of 8:00 am - 4:30 pm, using Credit Card (Visa, MasterCard, invoice will be generated and emailed to Monday through Friday, except for holidays, American Express, or Discover), Debit you along with payment instructions. at: Card, and Electronic Check (ECheck). Make Check, Cashier's Check, or Money Environmental Health Headquarters Order payable to County of Los Angeles, 5050 Commerce Drive, Email to rhealthilloh.lacounty:aov and include your invoice number. Baldwin Park, CA 91706 retrieve a secured email. Mail to: Acceptable forms of in -person payment Please note that there is an Environmental Health Headquarters include electronic, cash, check, cashier's additional convenience fee charge Attn: Recreational Waters Program check, or money order in the exact amount using online payment. 5050 Commerce Drive, due. Baldwin Park, CA 91706 (Rev 1120251 i��C� QO.LSZ1ti.o.JCC✓ , coum a los A�Mau�se�. ©. �erwao Page 2 of 2 r- COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC HEALTH ENVIRONMENTAL HEALTH SWIMMING POOL PLAN CHECK he proposed construction/equipment installation is approved for: Tip approval does not authorize the violation of any law, o, Iiriance or regulation. -jved: (d e) Los Angeles County Deputy Health Officer See attached Official Plan Check Report Plan Cneck approval expir s !wo years from the date on this stamp �7 #,I r�' E� l 7f6l PLAN NEW SECTION AA ... f- f.- b- y his R 0 4910? DEMOLITION GENERAL NOTES: r .¢vs Pacrt �� �n.i .maw . i� wca una R1F «DRea abfi« aNaY p«f_ e 1 eve«v naertc oma.a- .,, MVR P ..K oaaf.f , a Rtrs Dray a 11MD MI r�Y�1 !� A s uDaim r'xD'aa.n«.Y au.-s +R Pacmm pSaOr.aJ_.S DRrtVPJU"P/>atRG'u P.aa G �P rti 72 u•OCYMR,faVa Pw avwPs iwlN .Sn Rtlr J 20 P a l '1� �R S(aa.gix '''a,' .M •t ]S MIeDIi�D _ DEMOLITION LEGENDS" � J iY --- " a- I I" 1c 10 - . P— 0 r , a L, PROTEOTNN-PLACE KEYNOTES: J, 0 H,1_[1 « 7rG U.HkS f] h[11 �i »1 c . alea •mx .Y5 an aPf roc ® w,r:[I-«-ava amx ou vc1 (+nrn y6��I I �" � 0.a1 �� �e[a � `� N m'ac u a'•S au ® wa n :Sal ® P%Rcr'«.fUa Su1lF Rtt (e.Ra.b. u i:b. wi al T1 E REMOVE AND REUSE KEYNOTES: DEMOLITION KEYNOTES: �� avana tR1P: SaSa�aiaR P Y.V ab P �' j� a uaP1�1 wJrR ica11. �.M i[.c aaRPw4 /4\� .wc-.w c� ;.sm,Rc 1c ;<x.Rtw .raurt +ea sxsl ADD ALTERNATIVE KEYNOTES: 1 D en � o.arw tmu:.wxax vla �-a Z 0 0Z sg wa 0 a It7 G1C nla 9-]I — ....." wsu., is • A' '-u +r 1 plc>•vu plarcrsn:_u - pinacsvos,. r�l �M a[tsvp sirs /'^•� A$TER/NSTALLA I70N-AROUND POOLF7ltMRES _ urc> s-ut ...:, aaac use>•>rtr oar ua> .ncr- na» i• oa..sw v[• . ar us u.'w. n_cnra.cs' UUNDERWAMRLIONTINS TAL"RON --__ art: __ • I[: E e' +>tT..[ as .. Itl •> R`[ --.[s i +-•A'Nu mvl pl.vru 'vrit w.sn. io a i uwwo_ arz• I[1 vsw>t uiovnomw.su roans 08. 1 -a.o .v •._ w y p _ � n�iri �SiP l0 3[ v:. n' nU Irxl _; 'i" ivo"s[ =sn •�. ats `, Uf _ Q s .f n[s • F W �fs PLASTERWSTALLA770N-AROUND 77LES C f1 O d w .cro> rut .s>� s.n a=-• •a �rsnas �osa Ntm.o>�.cryrFu .aa[ro N u 2 J O � r!•A•-ap. �vl a.r- � � RISRv '03p.�5w •M Fl >G•s'W t�itlr_'r O vw. ♦r PIN':>_•-bet-afyll .l =.b Q d N • -f a � { ' f • ; � a:c,w9Tc.__ wif, i V -1 Q� �r OBM fNORA/N/NSTAL-- ----- Valencia Glen Park Pool Re -Plaster Estimated Contract Value ($300000) Total Awarded Value $ 0.00 Ila Project 1 Line Item Schedule) Project 1 Line Item Schedule) Code (Bid Description UOM Code (Bid Quantity Price Total Cost Bid Rank 1 Mobilization/Demobilization Lump -Sum 1 1 5000 5000 1 2 Pool Plaster Demolition Square Foot/Feet 2 4100 8 32800 3 4 Furnish and Install New Pool Plaster (1/2" thick minimum) Square Foot/Feet 4 4100 12 49200 1 5 Furnish and Install New No Diving Markers Each 5 9 120 1080 3 6 Furnish and Install New Depth Markers - Deck Square Foot/Feet 6 20 120 2400 2 7 Furnish and Install New Depth Marker Tiles - Waterline (includes two waterline tiles) Each 7 28 100 2800 3 8 Furnish and Install New Main Drain Covers Each 8 2 500 1000 2 10 Furnish and Install New Lane Line Anchors Each 10 8 350 2800 1 11 Pool Start-up and Adjustment (Includes Refilling the Pool) Lump -Sum 11 1 5000 5000 2 12 Bonds Lump -Sum 12 1 6900 6900 4 13 CH&P Lump -Sum 13 1 24980 24980 5 3 Additional Site Preparation (includes removing and storing existing handrails, demolishing depth markers on the deck, chipping part of the existing deck for new depth markers demolishing depth markers on the waterline, demolishing main drain covers, demolishing lane line anchors) Lump -Sum 3 1 2500 2500 1 9 Performing Electrical Continuity Test to Confirm Existing Underwater Light Niche Bonding Lump -Sum 9 1 1500 1500 2 Group Total : $ 137960 137960 Project Total : $ 137960 Allowance Cost Allowance Allowance Cost Allowance Code (Allowance) Description UOM Code (Allowance) Quantity Price Total Cost Bid Rank 14 Allowance: Pool Shell Repair (T&E Item) N/A 14 30000 30000 1 Group Total : $ 30000 Project Total: $ 30000 $ 167,960.00 NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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 ThrouEh 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: Date: 3/30/2026 CYNTH IA C ZARATE Printed Name: PROPOSAL FORM Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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. NATIONAL POOLS INC Company Name: Company Address: 15439 MONTE ST SYLMAR CA 91342 Phone: 818-367-9340 CYNTHIA@NATIONALPOOLSCONSTRUCTION.COM Email: By: CYNTHIA C ZARATE Print Name Title: PRESIDENT Signature: 3/30/2026 Date: DESIGNATION OF SUBCONTRACTORS Bid # PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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) ofthe California Labor Code. i.irrr.i r,v��� Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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 EASTGATE POOL RENOVATION/CITY OF GARDEN GROVE Name and Address of Owner / Agency LUIS TAPIA-PM CITY OF GARDEN GROVE PW (714)741-5386 luist@ggcity.org Name and Telephone Number of Person Familiar with Project 210,000 POOL REPLASTER AND RENOVATION 7/1/2024 Contract Amount Type of Work Date Completed CITY OF LONG BEACH PUBLIC WORKS DEPT 2. Name and Address of Owner / Agency KIMMVY NGUYEN Office: 714.481.7939 Name and Telephone Number of Person Familiar with Project POOL REPLASTER AND RENOVATION 945,000 6/1 /2025 Contract Amount Type of Work Date Completed 3 CITY OF SANTA CLARITA Name and Address of Owner / Agency JUAN MARTINEZ PM -CITY OF SANTA CLARITA PW Name and Telephone Number of Person Familiar with Project 345,000 POOL REPLASTER AND RENOVATION 1/20/2024 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: MC GRIFF-MERCHANTS SURETY 714-306-4430 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clarita, California TO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) CYNTH IA C ZARATE being first duly sworn deposes and says that he/she is the PRESIDENT (sole owner, a partner, president, etc.) of NATIONAL POOLS INC DBA NPI CONCRETE 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, orto 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 PRESIDENT CERTIFICATION OF NON -SEGREGATED FACILITIES Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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. NATIONAL POOLS INC 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). BIDDER'S INFORMATION AND CERTIFICATION Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 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: NATIONAL POOLS INC Business Address: 15439 MONTE ST SYLMAR CA 91342 Telephone No.: 818-367-9340 State CONTRACTOR'S License No. & Class: 963509-A, B, Cs, C53 1001005100 1111 ilk] 101 rem Original Date: 07/01/2023 Expiration Date: 06/30/2026 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: CYNTHIA C ZARATE-PRESIDENT 9628 CLAIRE AVE NORTHRIDGE CA 91324 818-235-8526 LUIS C QUIRARTE-SECRETARY- 9628 CLAIRE AVE NORTHRIDGE CA 91324 818-282-3480 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: N/A All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: NATIONAL POOLS INC DBA NPI CONCRETE IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this 30TH day of MARCH 2026 . BIDDER: Signature CYNTHIA C ZARATE-PRESIDENT Name and Title of Signatory NATIONAL POOLS INC Legal Name of Bidder 15439 MONTE ST SYLMAR CA 91342 Address 818-367-9340 46-5551613 Telephone Number Federal Tax I.D. No. CYNTH IA C ZARATE 1. Submitted by: BIDDER'S QUESTIONNAIRE Bid #PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clarita, California Telephone: Principal Office Address: 15439 MONTE ST SYLMAR CA 91342 2. Type of Firm: ❑ 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 818-367-9340 3a. If a corporation, answer these questions: Date of Incorporation: 4/16/2014 State of Incorporation: CALIFORNIA President's Name: CYNTHIA C ZARATE Vice -President's Name: LUIS C QUIRARTE Secretary or Clerk's Name: LUIS C QUIRARTF Treasurer's Name: LUIS C QUIRARTE 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-P0026 Valencia Glen Park Pool Re -Plaster City Project No. P0026 City of Santa Clarita, California 4. Name of person holding CONTRACTOR's license: LUIS C QUIRARTE 963509 A, B, C8, C53 License number: Class: Expiration Date: 06/30/2026 D.I.R. Registration # 1000002770 5. CONTRACTOR's Representative: CYNTHIA C ZARATE Title: PRESIDENT Alternate: LUIS C QUIRARTE SECRETARY Title: 6. List the major construction projects your organization has in progress as of this date: A. Owner: CITY OF LONG BEACH Project Location: MLK POOL RENOVATION-1410 LEMON AVE LONG BEACH Type of Project: POOL RENOVATION AND NEW EQUIPMENT ROOM B. Owner: LASC Repair Swimming Pool CS-25-FPD-01-S Project Location: Los Angeles Southwest College 1600 W Imperial Hwy Los Angeles, CA 90047 Type of Project: POOL RENOVATION AND NEW EQUIPMENT ROOM C. Owner: HACLA-HOUSING AUTHORITY OF LOS ANGELES Project Location: 11541 Croesus Avenue, Los Angeles, CA 90059 Type of Project: CONSTRUCTION OF 31 CMU TRASH ENCLOSURES FOR IMPERIAL COURTS COMMUNITY 04 SXNTA .r a �G~DFD l8 DECEMeEP,c Addendum No. 1 BID # PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City of Santa Clarita, California Addendum No. 1 March 9, 2026 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 4, 2026 beginning at 10:00 AM (PT). The meeting was located at Valencia Glen Park at 23750 Via Gavola, Santa Clarita, 91355. Attending Staff: • Michele Arima - Buyer, Administrative Services • Patricia Lacsamana — PTS Office Assistant, Administrative Services • Juan Martinez — Project Development Coordinator, Neighborhood Services • Nolan Cochran —Aquatics Specialist, Recreation and Community Services • David Mattice —Supervisor, Neighborhood Services Attending Vendors: • Eric Fuston, Ultimate Pool Remodeling Inc. • Carlos Quirarte, National Pools Inc. • Leanne Harvey, California Waters • Alex Hanson, ADAMS Pool Specialties • David Matta, ADAMS Pool Specialties The following questions were asked and answered: Q1) Do water line tiles need to be replaced? Al) Initially intended to have existing water line tiles be repurposed. Per Addendum No. 1, including Attachment 2 — Alternate Bid Schedule 2 to get cost of replacement. Q2) Is there only one crack/leak? A2) From what we know of, yes, but there are additional cracks noticeable but no signs of leak there. Q3) Did an Engineer scope the repairs needed? A3) Yes. Q4) Access locations? A4) The Rolling Gate is about 4 feet wide and can be used to get into pool area and bring equipment through. We could unbolt the outer fence on the day of plaster replacement, if needed. BID # PPOS-25-26-P0026 Addendum No. 1 March 6, 2026 Q5) Acceptable alternative method to instead of chipping method, we recommend to use pressure washer for removal to preserve the shell that is underneath. Can we bid on that method instead? A5) The proposed method (pressure washing/water blasting/hydro blasting) is an acceptable equivalent method as long as the bid covers removing all of the existing plaster (not just an assumed thickness). All of the old plaster needs to be removed. Q6) Return fittings need to be replaced? A6) Return fittings will remain in place. Q7) Skimmers/Lighting fixtures replaced? A7) Yes, just the fixtures and the niche. Q8) Did the Engineers spec out the niche replacement? A8) We presented it to them. Q9) Was permit approved? A9) Yes, please refer to Exhibit D in the Bid Documents. Q10) Can we get the full LA County approved plans packet? A10) Confirming that Exhibit D is the full approved plan sheet from LA County. Q11) Do the step tiles need to be saved? A11) Yes, if possible or can be replaced with like product. Q12) Did you say that it is the contractor's responsibility to re -fill the pool? Al2) Yes, with site water. Q13) Is there an auto fill on the pool? A13) Yes. Q14) Why not do the waterline replacement? A14) Budget constraints but will include Alternate Bid Schedule 2 as Attachment 2 in Addendum No. 1 to consider pricing options. Q15) Are the light fixtures LED? A15) No. They are incandescent. Q16) Bathroom use? A16) Can utilize facility's restroom during construction. The following was reviewed: • Project scope of work • Bidding Guidelines BID # PPOS-25-26-P0026 Addendum No. 1 March 6, 2026 Alternate Bid Schedule 2 Clarification: Attachment 2 — Alternate Bid Schedule 2 line items are requested for pricing purposes only and will not be included in the total bid amount for purposes of determining the lowest responsive and responsible bidder. The City may elect to utilize these unit prices for additional work through a change order, at the City's sole discretion, if deemed necessary during construction. The Base Bid plus Alternate Bid Schedule 1 will remain as the basis of award for this contract. Bidders shall submit Attachment 2 — Alternate Bid Schedule 2 with their bid response under General Attachments. Attachments: Attachment 1 - Pre -Bid Sign -In Sheet Attachment 2 - Alternate Bid Schedule 2 (must be submitted under General Attachments) END OF ADDENDUM This addendum must be acknowledged via BidNet and should be included with the response. fi�" 3/30/2026 Contractor's Representative Date NATIONAL POOLS INC Company Name BID # PPOS-25-26-P0026 ALTERNATE BID SCHEDULE 2 Bid # PPOS-25-26-P0026 City Project No. P0026 Valencia Glen Park Pool Re -Plaster City of Son to Clorito, California Please submit your Alternate Bid Schedule 2 under General Attachments for your Bid Submission. 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. The following bid alternate line items are requested for pricing purposes only and will not be included in the total bid amount for purposes of determining the lowest responsive and responsible bidder. The City may elect to utilize these prices for additional work through a change order, at the City's sole discretion, if deemed necessary during construction. Additional Bid Alternates for Pricing Only (Not for Award) ITEM DESCRIPTION CITY UNIT UNIT PRICE TOTAL NO. 1 Demo 6" X 6" Water Line Tile 240 LF $ $ 2 Install New 6" X 6" Water Line Tile 240 LF $ $ TOTAL ALTERNATE BID AMOUNT: $ TOTAL ALTERNATE BID AMOUNT IN WORDS: COPY ONLY -UPLOADED UNDER GENERAL ATTACHMENT 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 2 constant throughout the duration of the project up to the last contract working day. 04 SXNTA .r a �G~DFD l8 DECEMeEP,c Addendum No. 2 BID # PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City of Santa Clarita, California Addendum No. 2 March 20, 2026 This addendum must be acknowledged via BidNet and should be included with the bid response. I. NOTICE OF EXTENSION The Closing Date for receipt of bids has been extended from March 24, 2026, at 11:00 AM (PT) to March 31, 2026, at 11:00 AM (PT). END OF ADDENDUM This addendum must be acknowledged via BidNet and should be included with the response. 404#�� 3/30/2026 Cont ac is Repres ntative Date NATIONAL POOLS INC Company Name BID # PPOS-25-26-P0026 04 SXNTA .r a �G~DFD l8 DECEMeEP,c Addendum No. 3 BID # PPOS-25-26-P0026 Valencia Glen Park Pool Re -Plaster City of Santa Clarita, California Addendum No-3 March 25, 2026 This addendum must be acknowledged via BidNet and should be included with the bid response. UPDATED BID SCHEDULES A. Revisions to Base Bid Schedule Bid Schedule - Line Item 3: Additional Site Preparation (includes removing and storing existing handrails, demolishing depth markers on the deck, chipping part of the existing deck for new depth markers demolishing depth markers on the waterline, demelishiRg P991 light fi)( I demolishing main drain covers, demolishing lane line anchors) *Revision: Demolition of light fixtures has been removed from this bid item. Bid Schedule - Line Item 9: Removed : P-Ir ish and_ IRstall New Light Fixture and Gras et Replaced: Performing Electrical Continuity Test to Confirm Existing Underwater Light Niche Bonding *Revisions: • Scope revised to electrical continuity testing to confirm existing underwater light niche bonding. • Unit of Measure (UOM): Changed UOM from Each to Lump Sum (LS) • Quantity (QTY): Changed from 8 to 1 B. Revisions to Alternate Bid Schedule 1 • Refer to attached revised Alternate Bid Schedule 1 • Additions: o Added Bid Schedule Line Item 3 o Added Bid Schedule Line Item 4 Note: There are two (2) Alternate Bid Schedules for this project. Alternate Bid Schedule 1 -> Included in this Addendum Alternate Bid Schedule 2 -> Previously issued under Addendum No. 1 II.ATTACHED REVISED PLANS Revised plans are attached pertaining to the following: • Light Fixture updates • Pool Shell crack details BID # PPOS-25-26-P0026 04 SXNTA .r a �G~DFD l8 DECEMeEP,c UPDATED ALTERNATE BID SCHEDULE 1 Bid # PPOS-25-26-P0026 City Project No. P0026 Valencia Glen Park Pool Re -Plastering City of Santa Clarito, California Addendum No-3 March 25, 2026 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 DESCRIPTION CITY UNIT UNIT PRICE TOTAL NO. Demolish Existing Skimmer, Core for New 1 Equalizer 8 EA $ $ 2 Furnish and Install New Skimmer and Equalizer g EA $ $ Replacing Existing Underwater Light — Existing 3 Niche is not Bonded 8 EA $ $ Replacing Existing Underwater Light — Existing 4 Niche is Bonded 8 EA $ $ TOTAL ALTERNATE BID AMOUNT: $ COPY ONLY -UPLOADED UNDER GENERAL ATTACHMENT TOTAL ALTERNATE BID 1 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. BID # PPOS-25-26-P0026 Addendum No-3 March 25, 2026 END OF ADDENDUM This addendum must be acknowledged via BidNet and should be included with the response. A44# 3/30/2026 Con act is Representative Date NATIONAL POOLS INC Company Name BID # PPOS-25-26-P0026 0�04 gpNTq QL�r> .r d �G~RFD l8 DECEMeEF es UPDATED ALTERNATE BID SCHEDULE 1 Bid # PPOS-25-26-P0026 City Project No. P0026 Valencia Glen Park Pool Re -Plastering City of Santa Clarita, California Addendum No. 3 March 25, 2026 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 Demolish Existing Skimmer, Core for New 1 Equalizer 8 EA $ 2,000 $ 16,000 2 Furnish and Install New Skimmer and Equalizer g EA $ 3,000 $ 24,000 Replacing Existing Underwater Light — Existing 3 Niche is not Bonded 8 EA $ 2,000 $ 16,000 Replacing Existing Underwater Light — Existing 4 Niche is Bonded 8 EA $ 3,500 $ 28,000 TOTAL ALTERNATE BID AMOUNT: $ 84,000 TOTAL ALTERNATE BID 1 AMOUNT IN WORDS: EIGHTY FOUR THOUSAND AND 00/100 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. BID # PPOS-25-26-P0026 ALTERNATE BID SCHEDULE 2 Bid # PPOS-25-26-P0026 City Project No. P0026 Valencia Glen Park Pool Re -Plaster City of Santa Clarita, California Please submit your Alternate Bid Schedule 2 under General Attachments for your Bid Submission. 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. The following bid alternate line items are requested for pricing purposes only and will not be included in the total bid amount for purposes of determining the lowest responsive and responsible bidder. The City may elect to utilize these prices for additional work through a change order, at the City's sole discretion, if deemed necessary during construction. Additional Bid Alternates for Pricing Only (Not for Award) ITEM DESCRIPTION CITY UNIT UNIT PRICE TOTAL NO. 1 Demo 6" X 6" Water Line Tile 240 LF $ 10 $ 2,400 2 Install New 6" X 6" Water Line Tile 240 LF $ 95 $ 22,800 TOTAL ALTERNATE BID AMOUNT: $ 25,200 TOTAL ALTERNATE BID AMOUNT IN WORDS: TWENTY FIVE THOUSAND TWO HUNDRED AND 00/100 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 2 constant throughout the duration of the project up to the last contract working day.