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HomeMy WebLinkAbout2026.03.05 Item 6e Attachment - Project Specifications SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SOUTH UPPER TRUCKEE WELL PUMP REPLACEMENT PROJECT tf u * C74708 sj. CV\\- SOUTH TAHOE PUBLIC UTILITY DISTRICT SOUTH LAKE TAHOE, CALIFORNIA MARCH 2026 THIS PAGE LEFT INTENTIONALLY BLANK. SOUTH TAHOE PUBLIC UTILITY DISTRICT SOUTH UPPER TRUCKEE PUMP REPLACEMENT PROJECT TABLE OF CONTENTS DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS 00 10 00 Invitation to Bid 00 20 00 Instructions for Procurement 00 30 00 Information Available to Bidders 00 41 00 Bid Forms 00 52 00 Contract 00 61 00 Bond Forms 00 71 00 Contracting Definitions 00 72 00 General Conditions 00 73 00 Supplementary Conditions DIVISION 01 — GENERAL REQUIREMENTS 01 10 00 General Project Requirements 01 20 00 Price and Payment Procedures 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 32 20 Web-based Construction Document Management 01 33 00 Submittal Procedures 01 35 00 Special Procedures 01 41 00 Regulatory Requirements 01 42 00 References 01 43 00 Quality Assurance 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 73 00 Project Execution 01 77 00 Closeout Requirements DIVISION 02 — EXISTING CONDITIONS 02 40 00 Demolition DIVISION 05 — METALS 05 05 23 Anchors in Concrete and Masonry March 2026 TABLE OF CONTENTS SUT PUMP REPLACEMENT 1 DIVISION 22 - PLUMBING 22 00 00 Plumbing DIVISION 26 — ELECTRICAL 26 05 00 General Electrical Requirements 26 05 10 Electric Motor Drives 26 05 19 Low Voltage Wire and Cable 26 05 20 Signal Cable 26 05 33 Electrical Raceway Systems DIVISION 33 — UTILITIES 33 01 10 Disinfection DIVISION 40 — PROCESS PIPING AND INTEGRATION 40 27 00 Water System Piping and Accessories 40 60 00 Instrumentation and Controls, General Requirements DIVISION 43 — PROCESS GAS AND LIQUID HANDLING AND STORAGE EQUIPMENT 43 24 13 Vertical Turbine Well Pumps DIVISION 46 — WATER EQUIPMENT 46 10 00 General Equipment and Mechanical Requirements APPENDIX: SUPPLEMENTAL WELL INFORMATION END OF TABLE OF CONTENTS March 2026 TABLE OF CONTENTS SUT PUMP REPLACEMENT 2 DIVISION 00 SECTION 00 10 00 SOLICITATION INVITATION TO BID The South Tahoe Public Utility District (STPUD or District) invites sealed bids by electronic submission only for the construction of the South Upper Truckee Well Pump Replacement Project ("Project"). Electronic Bids will be received until 2 pm on April 1, 2026. Hard copy original Bid Bond (or other acceptable form of bid security) MUST be delivered to District in advance of the Bid deadline. Bids submitted after this time will not be accepted by the electronic bidding system. All bids that have been timely received will be publicly opened and the content read aloud at the STPUD offices, Board Room, located at 1275 Meadow Crest Drive, South Lake Tahoe, California. All interested parties are invited to attend. Bids shall be valid for 60 calendar days after the bid opening date, as required in the Bid Form. The site of the work is located on DISTRICT property (APN 036-581-001), within an established residential neighborhood, at 3140 Egret Way, in Meyers, in the County of El Dorado, California. The work to be performed consists of: removing the existing submersible pump, furnishing and installing a new vertical turbine pump mounted to the existing ANSI flange, installing the pump prelube system, performing associated plumbing and conduit work, pulling and terminating new conductors at control panels, and coordinating with District electricians for final electrical connections and controls. A mandatory Pre-Bid Conference will be held at the South Tahoe Public Utility District, Board Room, 1275 Meadow Crest Drive, South Lake Tahoe, California on March 23, 2026 at 1 p.m. Any bidder absent from the Pre-Bid Conference shall have their bid disqualified as non- responsive. A tour of the site of work will be conducted as part of the Pre-Bid Conference. A copy of the Contract Documents are on file and may be examined at the South Tahoe Public Utility District Offices, 1275 Meadow Crest Drive, South Lake Tahoe, California. In order to download the Contract Documents and receive addendums and notifications when issued, Bidders must register as a vendor at the District's Vendor Portal: http://www.planetbids.com/portal/portal.cfm?CompanylD=21516 Electronic bids will also be submitted through this website. Paper bids will not be accepted. Contract Documents are available for free download on the District's Vendor Portal. For assistance in downloading these documents or registering as a vendor contact Star Glaze, Contracts Administrator at (530) 543-6205. All bids are to be submitted electronically as required in Section 00 20 00 Instructions for Procurement. Paper bids will NOT be accepted. Hard copy original Bid Bond must be delivered to the District in advance of the bid deadline. After electronic bidding, each bidder shall submit their original Bid Forms to South Tahoe Public Utility District at 1275 Meadow Crest March 2026 SECTION 00 10 00 SUT PUMP REPLACEMENT SOLICITATION - INVITATION TO BID 1 Drive, South Lake Tahoe, California by April 3, 2026, at 12 p.m. Questions or comments regarding this Project must be submitted electronically via our electronic bidding system and must be received by the District no later than March 26, 2026 at 5 p.m. Questions received after the date indicated will not be accepted. Questions submitted via telephone call, email or faxes will not be accepted. Responses from the District will be communicated via the electronic bidding system. In accordance with the provisions of California Public Contract Code section 3300,the South Tahoe Public Utility District has determined that bidders shall possess a valid class A contractor license at the time of bid opening,the Contract is awarded and for the duration of the Contract.The well pump removal and installation subcontractor shall possess a valid C-57 specialty contractor license at the time of bid opening, the Contract is awarded, and for the duration of the Contract. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to awarding the contract to any bidder not possessing said license at the time of award. This project is subject to prevailing wage requirements. Pursuant to Labor Code section 1773, the District has obtained the prevailing rate of per diem wages and the prevailing rate for holiday and overtime work in the locality in which the work will be performed for each craft, classification, or type of worker needed. Not less than the determined rates shall be paid to all workers employed in the performance of the contract. Such rates of wages are on file with the Department of Industrial Relations and in the office of the District and are available to any interested party upon request. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the Bidder's and its subcontractors' current registration with the Department of Industrial Relations to perform public work. Bidder shall certify that Bidder and all listed subcontractors are currently and validly registered with the Department of Industrial Relations and shall include its registration number on its bid. If awarded a Contract, the Bidder and its subcontractors of every tier shall maintain active registration with the Department of Industrial Relations for the duration of the Project. It shall be the Bidder's sole responsibility to evaluate and include the cost of complying with all labor compliance requirements. The California Air Resources Board ("CARB") implemented amendments to the In-Use Off-Road Diesel-Fueled Fleets Regulations ("Regulation")which are effective on January 1, 2024 and apply broadly to all self-propelled off road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf. Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the duration of the Project. Bidders must provide, with their Bid, a completed and signed copy of the Fleet Compliance Certification included in Section 00 41 00 Bid Forms.At the District's request,within 48 hours after the Bid Opening, Bidder must submit copies of Bidder's and all listed subcontractors' most recent, valid Certificate of Reported Compliance ("CRC") issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non- responsive. The District will withhold retention in the amount of 5$ of each progress payment. Pursuant to Section 22300 of the California Public Contract Code, the successful bidder may substitute March 2026 SECTION 00 10 00 SUT PUMP REPLACEMENT SOLICITATION- INVITATION TO BID 2 securities for any moneys withheld by the District to ensure performance under the Contract as specified in Section 00 20 00. Each bid shall be accompanied by cash, a certified or cashier's check, or bid bond secured from a surety company satisfactory to the District, the amount of which shall not be less than ten percent (10%) of the submitted bid price or as detailed in Section 00 20 00, Bid Security, Part 2.05, made payable to the South Tahoe Public Utility District as bid security. The successful bidder will be required to furnish the District with a faithful performance bond and a labor and material payment bond each in an amount equal to 100% of the Contract Price, prior to execution of the Contract. All bonds are to be in the forms set forth herein, secured from a surety that meets all of the State of California bonding requirements,as defined in Code of Civil Procedure Section 995.120, and that is a California admitted surety insurer. Pursuant to Public Contract Code§3400(b), if the District has made any findings designating certain materials products, things, or services by specific brand or trade name without alternative, such findings and the materials, products, things, or services and their specific brand or trade names will be set forth in Section 01 60 00, Product Requirements, of the Contract Documents. The South Tahoe Public Utility District reserves the right to reject any or all bids, to waive any informality in a bid, and to make awards to the lowest responsive, responsible bidder in the best interest of the District. If alternate bid items are called for in the Contract Documents, the lowest bid will be determined on the basis of the base bid only. iw-- 0.dv,u6 Megan Colvey, P.E. Director of Engineering/District Engineer SOUTH TAHOE PUBLIC UTILITY DISTRICT END OF SECTION March 2026 SECTION 00 10 00 SUT PUMP REPLACEMENT SOLICITATION- INVITATION TO BID 3 SECTION 00 20 00 INSTRUCTIONS FOR PROCUREMENT INSTRUCTIONS TO BIDDERS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Conditions affecting award of Contract and procedures with which bidders and proposers must comply. 1.02 DEFINITIONS A. Terms used in these Instructions to Bidders and defined in Section 00 71 00, Contracting Definitions, shall have the meaning stipulated in such Section 00 71 00, Contracting Definitions. B. The electronic Bid Schedule consists of the table in the "Line Items" tab for the project on the electronic bidding system. C. The following additional terms used in these Instructions to Bidders shall have the meaning stipulated: 1. Award: The formal acceptance of the Bid and other executed Bid Forms by the District. 2. Bid: The price proposed by Bidder in the appropriate electronic Bid Schedule, completed on the electronic bidding system, for performance of the Work. 3. Bidder: A person, firm, or corporation who having purchased a set of Contract Documents intends to submit a Bid and other Bid Forms to the District, or one who submits a Bid and other executed Bid Forms to the District. 4. Successful Bidder: The Bidder to whom the District makes the award of the Contract for performance of the Work. PART 2 PROCEDURES 2.01 EXAMINATION OF DOCUMENTS, SITE AND CONDITIONS A. Before submitting a Bid, Bidders shall carefully examine and be thoroughly familiar with the Contract Documents, visit the site of work, fully inform themselves as to all existing conditions and limitations, review those documents identified in Section 00 30 00, Information Available to Bidders, and shall include sums in the bid covering the cost of each item included in the Contract. B. Only the Contract Documents shall be relied upon for execution of Bids and other Bid Forms. 1. Unless corroborated by the Contract Documents, statements or representations regarding the Work made prior, during, or after bidding by the District, Design Engineer, or Engineer will not be binding and shall not be considered by Bidders for preparation of Bids. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 1 2. The District, Design Engineer, and Engineer will not be responsible for explanations or interpretations of the Contract Documents other than those issued by Addenda. C. Complete sets of Contract Documents shall be used by Bidders (and their respective subcontractors) to prepare Bids. 1. The District, Design Engineer, and Engineer assume no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. D. Submission of a Bid shall be considered prima facie evidence that the Bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of Contract Documents. The failure or neglect of a Bidder to make such examinations shall in no way relieve the Bidder from any obligations with respect to its bid or to the Contract Documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any provision of the Contract Documents. 2.02 PRE-BID CONFERENCE A. Time and Place: A mandatory pre-bid conference will be held at the time and place specified in the Section 00 10 00, Solicitation — Invitation to Bid. 2.03 ELECTRONIC BIDDING A. Plans and specifications may be obtained by visiting the District's website at http://www.planetbids.com/portal/portal.cfm?CompanylD=21516 which can reached by selecting "NOTICE INVITING BIDS (PlanetBid-Portal)" on the STPUD website https://www.stpud.us/current-bids. Prime Bidders are advised that proposed subcontractors should obtain their own sets of Contract Documents from the District website so that they will be placed on the District's email list for addenda. The District will not be responsible for sending addenda to any person not listed on the prospective bidder list. B. For a Bid to be considered responsive it must include the following parts, all submitted electronically through the online bidding system prior to the exact date and time set forth in Section 00 10 00. Forms may be submitted as a single electronic file, or separate files, at the Bidder's discretion within the constraints of the electronic bidding system, but all parts must be present. In addition to the electronic bid, a hard copy of the bid security must be received by the District prior to the bid time and date as described in section 2.05, Bid Security. 1. Electronic Bid Schedule consisting of the table in the "Line Items" tab for the project on the electronic bidding system. A copy of the Bid Schedule is included in Section 00 41 00, Bid Forms, for reference only and need not be filled out. 2. Section 00 41 00, Bid Forms- all forms provided (excepting the sample bid schedule) shall be completed in their entirety, including the Bid Security and long-hand signature of Bidder. Bid Forms may be printed, completed and scanned for submission, but shall not be altered or modified from their original form. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 2 C. Bidders are responsible for submitting and having their Bids accepted by the electronic bidding system before the closing time set forth in Section 00 10 00, Solicitation-Invitation to Bid or as changed by addenda. NOTE: Pushing the submit button on the electronic bid system may not be instantaneous; it may take time for the Bidder's documents to upload and transmit before the Bid is accepted. It is the Bidder's sole responsibility to ensure their documents are uploaded, transmitted, and arrive in time electronically. The District will have no responsibility for bids that do not arrive in a timely manner, no matter what the reason. The electronic bid system will close exactly at the date and time set forth in Section 00 10 00, Solicitation - Invitation to Bid or as changed by addenda. D. The three lowest Bidders (at a minimum) will be required to submit the original Bid Forms within the time stated in Section 00 10 00, Solicitation — Invitation to Bid. Failure to do so may result in rejection of the Bid. The District reserves the right to request original Bid Forms from any or all Bidders. E. In the case of a discrepancy between the electronic bid amount and the original Bid Forms, the electronic bid amount will be the accepted Bid. F. For Bids to receive consideration, they shall be made in accordance with the following instructions: 1. Bidder will be required to download all contract documents, including but not limited to the Bid Forms, Specifications, Plans, and any addenda, prior to submitting a Bid. 2. All notations in the Bid must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in with ink adjacent thereto, and must be initialed in ink by the person or persons signing the Bid. G. All Bids shall be made in accordance with applicable statutes of the State of California including, but not limited to, the California Government, Labor and Public Contract Codes, applicable local laws, and as specified in these Contract Documents. H. Bid prices shall include everything necessary for the completion of the Project and fulfillment of the Contract including, but not limited to, furnishing all materials, equipment, tools, and other facilities and all management, superintendents, labor and services, except as may be provided otherwise in the Contract Documents. Bid prices shall include all applicable federal, state, and local sales and use taxes. I. The District is a Public Works Awarding Body, as defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit at the District's request, within 48 hours after the Bid Opening, the most recent, valid Certificates of Reported Compliance ("CRC") for the Bidder's fleet and for the fleet(s) of its listed subcontractors (including any applicable leased equipment or vehicles). Bidder must additionally complete and submit the Fleet Compliance Certification, included in the Bid Documents. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 3 2.04 SIGNING THE BID FORM A. The Bid shall: 1. Include the legal name of the Bidder. 2. Identify the Bidder as a sole proprietor, a partnership, a corporation, or any other legal entity. 3. Be signed by the person or persons legally authorized to bind the Bidder to a contract for the execution of the Work. 4. Include a list of subcontractors. B. A Bid submitted by an agent shall have a valid Power of Attorney (Bid Certificate) attached certifying the agent's authority to bind the Bidder. C. The signature of all persons signing shall be in longhand. 2.05 BID SECURITY A. Each Bid shall be accompanied by a bid security in the form of: (a) cash, (b) certified check made payable to the District; (c) a cashier's check made payable to the District; or (d) a bid bond payable to the District, executed by the Bidder as principal and surety as obligor, in an amount not less than ten percent (10%) of the maximum amount of the Bid. Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be a California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The bid security shall be given as a guarantee that the Bidder, if awarded the Contract, will promptly execute such Contract in accordance with the Bid and in manner and form required by these Contract Documents and will timely furnish the specified bonds. The hard copy original bid security must be delivered to the District prior to the bid date/time for the bid to be considered responsive. B. In the event a bond is submitted, the bond shall be signed by the Bidder and a corporate surety, or by the Bidder and two sureties who shall justify before any officer competent to administer an oath, in double said amount and over and above all statutory exemptions. The amount so posted shall be forfeited to said District in case the Bidder depositing the same does not, within fifteen (15) days after written notice that the contract has been awarded to him execute the agreement, provide the required insurance submittals, secure payment of workman's compensation insurance, furnish a satisfactory faithful performance bond and a labor and material payment bond each in an amount equal to one hundred percent (100%) of the Contract price. C. Retention of bid security: 1. The bid securities of the three lowest Bidders will be retained until the Contract is awarded and signed and satisfactory bonds furnished, or other requirements completed to the reasonable satisfaction of the District. 2. The bid securities of all Bidders will be returned within sixty (60) days upon award. D. Each Bidder shall be required to submit a copy of their bid security when submitting their electronic Bid. The hard copy original bid security (in the acceptable forms listed in Part 2.05.A, above) MUST be delivered to the District Office in March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 4 advance of the Bid Submission deadline specified in Section 00 10 00, Solicitation — Invitation to Bid. Additionally, an electronic Bid not accompanied by a copy of(a) cash, (b) certified check made payable to the District; (c) a cashier's check made payable to the District; or (d) a bid bond payable to the District may be rejected. 2.06 AWARD OR REJECTION OF BIDS A. The District reserves the right to accept or reject any or all Bids when deemed best for the public good, and to waive any Bid informality, irregularity, and nonconformity when deemed best for the public good. 1. Bids shall be evaluated, in part, based on meeting the requirements of the Plans and Specifications. Bids that do not meet the requirements of the Plans and Specifications may be deemed non-responsive and rejected by the District. B. When Bids are not rejected, the Contract will be awarded to the lowest responsible Bidder submitting a responsive Bid. 1. The low Bid will be the Bid with the lowest net total arrived at by combining the Bid lump sum prices and unit prices for the Bid Items on the electronic Bid Schedule. 2. If alternate bid items are called for in the Contract Documents, then consideration for alternatives in determining the low Bid shall be as set forth in Section 00 10 00. 3. When award is made, Notice of Award will be sent to the selected Bidder by certified mail. C. The award, when made, will be made within the time stipulated for Bids to remain subject to acceptance in Section 00 41 00. 2.07 NOTICE OF AWARD A. Acceptance of Award: The acceptance of the Notice of Award must be executed and returned to the District within five (5) business days of the date of the Notice of Award. B. Required Bonds: The successful Bidder, upon issuance of the Notice of Award, is required to execute the contract and furnish the required Payment and Performance Bonds, in the form required by the District, and evidence of insurance, stipulated below, within fifteen (15) calendar days from the date of the Notice of Award. C. The surety insurer shall be a California admitted surety insurer, as defined in the Code of Civil Procedure Section 995.120. All bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. D. Insurance Documents: Insurance requirements are stipulated in Section 00 73 00, Supplementary Conditions. Successful Bidder shall furnish the insurance documents required in that Section. The Contract shall not become effective until such insurance documents have been supplied to and accepted by the District. No other insurance documents shall be accepted in substitution of, nor in addition to, those specified above. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 5 E. Examination of Forms: The forms of Contract, which the successful Bidder as Contractor will be required to execute, and the forms of bonds which the successful Bidder will be required to furnish, shall be carefully examined by the Bidder. 1. Such forms are included in these Contract Documents. F. Number of Copies: The Contract and the Bonds will be executed in two (2) original counterparts. 2.08 EXECUTION OF CONTRACT A. The Notice of Award will be issued by the District to the successful bidder and will indicate the time schedule for execution of the Contract. 1. The Contract package will be mailed with the Notice of Award. 2. The Contract and all required related documents including the Performance Bond, Payment Bond, Corporate Resolution, insurance submittals and other required documents, as described in the Contract Documents shall be executed, completed, and delivered to the South Tahoe Public Utility District, not later than 4:30 PM on the fifteenth (15th) calendar day following the Notice of Award of the Contract. B. In the event the documents submitted do not meet the requirements of the District, District staff will notify the Bidder, by telephone followed by confirmation in writing, as to how the documents are insufficient, or incomplete, and the Bidder shall have five (5) business days, from the written notification to remedy such insufficient or incomplete documents. C. In the event the Bidder fails to remedy insufficient or incomplete documents within five (5) business days or the Bidder fails to submit the documents within the time limitation described in preceding Paragraph B, then the Bidder may be considered to have defaulted and would thus have no further rights under and by virtue of the award of the contract. If the Bidder is found to have defaulted, then: 1. The District may award the contract to the next lowest, responsible Bidder submitting a responsive Bid or rebid the project as determined by the District in its sole discretion; and 2. Upon default of the Bidder the District shall have the right to collect the bid security. 2.09 NOTICE TO PROCEED A. Upon providing the District the executed contract, evidence of insurance and the required bonds, in compliance with the Contract Documents, the District will issue a Notice to Proceed. Notice to Proceed shall be signed within fifteen (15) calendar days from the date of the Notice to Proceed and returned to the District. No work shall proceed until said acceptance is signed and timely received by the District. All commitments, subcontracts, and materials ordered until the acceptance is received shall be at risk of Bidder. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 6 PART 3 CONDITIONS AND INSTRUCTIONS 3.01 EXPERIENCE AND BUSINESS STANDING A. Qualification of Bidders: Each Bidder shall possess a contractor's license for the type of work required on this Contract, issued by the California Contractors State License Board, valid at the time of bid and time of award of Contract and for the duration of the Contract. Likewise, specialty subcontractors may also be required to possess a contractor's license for the type(s) of work required on this Contract. The class of license shall be as specified in Section 00 10 00, Solicitation - Invitation to Bid. Each Bidder shall also have no less then five (5) years experience in the magnitude and character of the work being bid. Each Bidder shall have successfully completed no less than five (5) similar type projects of the same or larger capacity and list the projects on the bid forms as required per Section 00 41 00, Bid Forms. B. Debarred Contractors: In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777.1 or 1777.7 of the Labor Code. C. Experience Statement: The District may require that Bidders under consideration for award of the Contract submit a statement setting forth that Bidder's experience. 1. Along with this statement, each Bidder shall list similarly constructed projects showing total project costs, when constructed, and the names, addresses, and phone numbers of the owners. D. Financial Statement: Bidders may be requested to submit a financial statement, references, and other information sufficiently comprehensive to permit an appraisal of the Bidder's current financial condition. Such statement shall be in a form and substance similar to or equal to the form for that purpose developed and published by the Associated General Contractors of America 1. The financial statement shall be submitted within five (5) days of receipt of the request from the District. 2. If Bidder fails to timely submit a requested financial statement, or if the financial statement is not satisfactory to the District, the Bid of such Bidder may be considered non-responsive, and such Bid may be rejected by the District. E. Resume Statement: Bidders may be requested to submit the experience resume of the person who will be designated chief construction superintendent or onsite construction manager 1. The experience resume shall be submitted within five (5) days of receipt of the request from the District. 2. Where Bidder fails to timely submit a requested experience resume, or where the experience resume is not satisfactory to the District, the Bid of such Bidder may be considered non-responsive, and such Bid may be rejected by the District. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 7 3.02 COPIES AND USE OF BIDDING DOCUMENTS A. Contract Documents may be obtained as stipulated in Section 00 10 00, Solicitation - Invitation to Bid. B. Contract Documents are made available to Bidders for the purpose of obtaining Bids for performance of the Work. No license or grant is given for other uses of the Contract Documents. 3.03 INTERPRETATION OF CONTRACT DOCUMENTS A. Questions: If any Bidder contemplating submitting a Bid does not understand any part of the Contract Documents, or finds discrepancies in or omissions from the Contract Documents, that Bidder shall submit to the District a written request for an interpretation or correction by the means specified in 00 10 00, Solicitation — Invitation to Bid. B. Interpretations or Corrections: Interpretation or correction of the Contract Documents will be made only by Addendum duly issued and a copy of such Addendum will be distributed via the electronic bidding system. 1. The District will not be responsible for any other explanations or interpretations of the Contract Documents. C. Documents to Rely Upon: Only the Contract Documents and Addenda shall be relied upon for preparation of Bids. Statements or representations made by or on behalf of the District regarding the Project prior, during, or after the bidding will not be binding upon the District. 3.04 QUESTIONS DURING BID PERIOD A. Questions regarding the Contract Documents and bidding procedures shall be submitted electronically to our electronic bidding system within the time limit specified in Section 00 10 00, Invitation to Bid. B. The request for clarification or interpretation shall be dated and shall identify (1) the Work, (2) the statement or the drawing that is in question, (3) the documents in which they occur, (4) the reasons for which the clarification or interpretation is necessary, and (5) the name and title of the person submitting the request. C. Clarifications, interpretation, and correction to Contract Documents will by issued only by Addendum, as set forth in Part 3.5, below. D. Questions regarding the Bid Documents should be submitted to the District in sufficient time for the District to prepare a response prior to bid opening. 3.05 ADDENDA A. A notice that an addendum has been issued will be distributed via email to persons, firms and corporations registered as Vendors and perspective bidders for the project on our electronic bidding system. Copies of all addenda must be downloaded from our electronic bidding system before a Bidder can submit a Bid. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 8 B. Addenda issued during the time of bidding shall be covered in the Bid and shall become a part of the Contract Documents. C. Bidders shall acknowledge receipt of any and all addenda in their Bid. D. In accordance with Public Contract Code §4014.5, if an addendum includes material change to the project and is issued less than 72 hours before the bid date, the District must extend the deadline for the submission of bids. The District reserves the right to determine in its sole discretion whether an addendum includes material changes to the project. E. It is the Bidder's responsibility to determine it has received any and all Addenda prior to bidding. The Bidder is advised to contact the District prior to the Bid opening to confirm that all Addenda have been received. 3.06 BIDDERS INTERESTED IN MORE THAN ONE BID A. Interest in More Than One Bid: No person, firm, or corporation, under the same or different name, shall make, file, or be interested in more than one Bid for the same work unless alternate bids are called for. 1. A person, firm, or corporation who has submitted a sub-bid to a bidder, or who has quoted prices on materials to a Bidder, is not disqualified from submitting a sub-bid or quoting prices to other Bidders. B. Rejection in Case of Collusion: 1. Reasonable grounds for believing that any Bidder is interested in more than one Bid for the same work, will cause the rejection of all bids for the Work in which such a Bidder is interested. 2. Any or all bids will be rejected, in the sole discretion of the District, if there is reasonable grounds for believing that collusion exists among any of the bidders. C. Noncollusion Declaration: Pursuant to Public Contract Code Section 7106, Bidders shall submit with their Bids the Noncollusion Declaration executed in the form included with the bid documents. 3.07 SUBSTITUTION OF SECURITIES A. Section 01 20 00 calls for progress payments based upon the percentage of the work completed. The District will retain a portion of each progress payment as retention as provided by the Contract Documents. At the request and expense of the successful Bidder, the District will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300. B. Securities may be deposited with the District, or with a state or federally chartered bank as the escrow agent, who shall pay such monies to the contractor upon satisfactory completion of the contract. Securities eligible for investment shall include those listed in Section 16430 of the California Government Code, or bank or savings and loan certificates of deposit. The contractor shall be the beneficial owner of any securities substituted for moneys withheld and shall receive any interest thereon. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 9 3.08 SUBCONTRACTORS A. Bidders shall list, in Section 00 41 00, Bid Forms, the name, location of place of business, contractor's license number, DIR registration number, and the portion of the Work which will be performed by each Subcontractor who will furnish work or labor or render services to Bidder, as Contractor, in or about the Work, in an amount in excess of 0.5 percent of Bidder's total Bid. B. Circumventing by Bidder of the requirement to list subcontractors by the device of listing one subcontractor who will in turn sublet portions constituting the majority of the work covered by this Contract shall be considered a violation of the California Subletting and Subcontracting Fair Practices Act, Division 2, Part 1, Chapter 4 of the California Public Contract Code and shall subject Contractor to the penalties set forth in Sections 4110 and 4111 of said Code. C. Substitutions of subcontractors identified in the List of Subcontractors shall be granted only for those reasons allowed by Public Contact Code §4107.5. The procedures for substitution shall be as provided therein. D. Debarred subcontractors may not bid on the Project as defined in Part 3.01.B. Any contact on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the District. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project. E. The District and the Engineer reserve the right to approve all subcontractors. Such approval shall be a consideration to the awarding of the Contract and unless notification to the contrary is given to the Contractor prior to the signing of the Contract, the list of subcontractors which is submitted with the Bid will be deemed to be acceptable. 3.09 MATERIALS AND EQUIPMENT LIST A. Bidders shall prepare, using the form provided in Section 00 41 00, Bid Forms, and submit with the Bid a complete list of materials and equipment, indicating manufacturer, identifying at a minimum the components included on the Materials and Equipment List in Section 00 41 00, Bid Forms. 3.10 NONRESTRICTIVE SPECIFICATION A. Materials and Equipment Identified by Brand or Trade Names 1. Pursuant to Public Contract Code Section 3400(b) the District may make a finding that designates certain products, things, or services by specific brand or trade name. Such materials and equipment may not be substituted and are identified in the Contract Documents. 2. Pursuant to Public Contract Code §3400, all brand or trade names shall be considered to be followed by the words "or equal" unless required findings have been made and noted in Section 00 10 00 — Solicitation, Invitation to Bid. March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 10 3.11 WORKERS' COMPENSATION REQUIREMENTS A. The Bidder should be aware that in accordance with Section 3700 of the California Labor Code, the Bidder will, if awarded a Contract, be required to secure the payment of compensation to its employees and execute the workers' compensation certificate in the form contained in these Contract Documents. 3.12 SHEETING, SHORING, AND BRACING A. Bidders shall state in the appropriate space on the electronic Bid Schedule, the price for sheeting, shoring, and bracing, or equivalent method meeting regulatory requirements, for the protection of life and limb in trenches and open excavation, in accordance with the requirements defined in Section 00 10 00, Solicitation — Invitation to Bid. 3.13 CONFINED SPACE ENTRY A. Pursuant to the provisions in General Industry Safety Orders, Article 108 (Title 8, CCR, Section 5156 et seq.) (CALOSHA), each bid submitted in response to Section 00 10 00, Solicitation - Invitation to Bid, shall contain adequate procedures, methods and personnel to complete confined space entry. 3.14 IRREGULAR BIDS A. Bids may be considered irregular and may be rejected as non-responsive by the District if they show any alterations of form, unauthorized additions, unauthorized conditional or alternate bids, incomplete bids, recapitulations, unbalanced prices, erasures, or irregularities of any kind. B. No bid will be considered unless accompanied by the Bid Security in the required type and amount. C. No oral, telegraphic, telephonic, or modified bid will be considered. 3.15 WITHDRAWAL OF BID A. Prior to Bid Opening: Any bidder may withdraw its bid via the online bidding system or by written request to the District prior to the scheduled closing time for receipt of bids. B. After Bid Opening: 1. A bidder may withdraw its bid after the opening of bids providing the bidder can establish to the District's satisfaction that a mistake was made in preparing the bid as provided in the California Public Contracts Code. a. A bidder desiring to withdraw its bid shall give written notice to the District within five (5) business days after opening of bids specifying in detail how the mistake occurred and how the mistake made the bid materially different than it was intended. b. Withdrawal will be permitted for mistakes made in filling out the bid and will not be permitted for mistakes resulting from errors in judgment or March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 11 carelessness in inspecting the site of Work or in reading the Contract Documents. 3.16 BIDDING PROTEST PROCEDURES A. Time for Submitting Protests: .A protest regarding Bid opening procedures, Bids, or the selection of the Successful Bidder shall be submitted in writing, by the protesting Bidder to the District, so that the protest is received by the District within 7 calendar days after Bid opening. B. Protests shall include a clear detail of the reason for the protest and the remedies sought by the Bidder submitting the protest. C. The District will issue a response within 7 calendar days after receipt of a protest. D. As condition precedent for litigation on matters covered under this Part 3.16, Bidder shall have filed a protest and allowed time for the District's response in accordance with preceding paragraphs A. through C. E. These bidding protest procedures are also posted on the District's website at the following address https://www.stpud.us/bid-results. 3.17 CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES A. The bidder selected by the District shall be required to prepare and submit a construction schedule in accordance with Section 01 32 00, Construction Progress Documentation. B. Likewise, if the Basis for the Bid was Lump Sum, as defined in Part 2.07 herein, then the successful bidder may be required by the District to submit a schedule of values for the lump sum bid items, providing a breakdown of costs of which the lump sum bid items are comprised. 3.18 CONTRACT DOCUMENTS TO SUCCESSFUL BIDDER A. Sets Free of Charge: The bidder to whom award is made may obtain five (5) sets of Contract Documents for the Work at no extra cost. B. Additional Sets: Additional sets may be purchased at the cost of reproduction. C. The Contractor shall have no claim for excusable delay on account of the failure of the Engineer to deliver such Contract Documents unless the Engineer shall have failed to deliver the same within two weeks after receipt of the Notice of Award. END OF SECTION March 2026 SECTION 00 20 00 SUT PUMP Replacement INSTRUCTIONS FOR PROCUREMENT 12 SECTION 00 30 00 INFORMATION AVAILABLE TO BIDDERS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: This Section references site information shown in the Contract Documents (i.e. existing utility locations) prepared for the District's purposes and made available to the Bidders and the Contractor for his information. Such site data is not a part of the Contract Documents notwithstanding its being bound with them or listed as among their contents. PART 2 REQUIREMENTS 2.01 RESPONSIBILITY FOR ACCURACY OF SITE DATA A. Except as indicated in Section 01 73 00, Part 2.05, the Contractor is responsible for accuracy of site data; the District and Design Engineer do not guarantee their accuracy, nor their adequacy, nor their correctness, nor that data is representative of all conditions the Contractor may encounter on the project site and makes no representation as to their correctness. B. The Bidders and Contractor shall assume responsibility for results of acting on conclusions he draws from this data. If they choose not to accept such responsibility, they shall employ their own experts to determine additional information and they shall be responsible for results of acting on conclusions they draw from information obtained on their own initiative. 2.02 REPORTS A. Well Completion Report: The Well Completion Report is available to the Contractor to aid specification of a compatible Vertical Turbine Pump with the well casing. B. Miscellaneous Design and As-Built Drawings for Site Facilities: To aid the Contractor in developing a plan for demolition, a number of drawings for existing facilities have been compiled and are included as an attachment to these Contract Documents. END OF SECTION March 2026 SECTION 00 30 00 SUT PUMP REPLACEMENT INFORMATION AVAILABLE TO BIDDERS 1 SECTION 00 41 00 BID FORMS BID TO SOUTH TAHOE PUBLIC UTILITY DISTRICT for the Construction of South Upper Truckee Well Pump Replacement Project DOCUMENTS IN THIS SECTION CONSTITUTE THE BID FORMS. BIDDERS ARE TO COMPLETE AND ATTACH THE DOCUMENTS CONTAINED IN THIS SECTION AS INSTRUCTED IN SECTION 00 20 00, INSTRUCTIONS FOR BIDDERS, AND SUBMIT THE COMPLETED BID PROPOSAL PACKAGE IN ITS ENTIRETY ELECTRONICALLY PRIOR TO THE BID DEADLINE. BIDDER IS REQUIRED TO SUBMIT THE ORIGINAL DOCUMENTS CONTAINED IN THIS SECTION WITHIN THE TIME STATED IN SECTION 00 10 00, SOLICITATION — INVITATION TO BID (SEE SECTION 00 20 00, INSTRUCTIONS FOR BIDDERS, PART 2.03) Name of Bidder: Business Address: Phone No: To South Tahoe Public Utility District: Pursuant to and in compliance with the Notice Inviting Bids and the other documents relating thereto, the undersigned, Bidder, being fully familiar with the terms of the Contract Documents, local conditions affecting the performance of the Contract, the character, quality, quantities, and the Scope of the Work, the cost of the Work at the place where the Work is to be done, hereby proposes and agrees to perform within the time stipulated in the Contract, including all of its component parts and everything required to be performed, and to furnish any and all of the labor, material, tools, equipment, transportation, services, permits, utilities, and all other items necessary to perform the Contract and complete in a workmanlike manner, all of the Work required in connection with the construction of said Work, all in strict conformity with the Specifications and other Contract Documents, including Addenda Nos. for the prices hereinafter set forth. Bids that are submitted via the District's electronic bidding system at the time set for opening of Bids shall be irrevocable, and may not be withdrawn for a period of sixty (60)days after the date set for the opening of the bids except as noted in Section 00 20 00, Part 3.14. ELECTRONIC BID SCHEDULE PRICES: March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 1 All applicable sales taxes, State and/or Federal and any other special taxes, patent rights, or royalties are included in the prices quoted in this Bid. The quantities specified are the DISTRICT's estimates and are approximate only, being given as a basis for the comparison of Bids. The DISTRICT does not, expressly or by implication, agree that the actual amount of work will correspond therewith. The total amount bid will be used to determine the lowest, responsive, responsible, Bidder. Payment for each item will be based on the actual quantity of work performed times the item unit contract price. Determinations of the actual quantities and classifications of unit price work performed by the CONTRACTOR will be made by the DISTRICT and may be more or less than the specified, estimated quantities. Unless otherwise indicated in the Bid Item Descriptions, the unit price shall be valid for actual quantities up to 25% more than or less than the bid quantity. All representations made by Bidder in this Bid are made under penalty of perjury. DATED: BIDDER: BY: SIGNATURE TITLE: March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 2 INFORMATION REQUIRED OF BIDDER DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATION: Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations. Contractor DIR Registration Number: LIST OF SUBCONTRACTORS: In compliance with the Subletting and Subcontracting Fair Practices Act Chapter 4(commencing at Section 4100), Part 1, Division 2 of the Public Contract Code of the State of California and any amendments thereof, Bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license number, (c) the DIR public works contractor registration number unless exempt pursuant to Labor Code Sections 1725.5 and 1771.1, and (d) the portion of the work which will be done by each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the work or improvement to be performed under this Contract in an amount in excess of one-half of one percent (0.5%) of the Bidder's Total Bid Price. Notwithstanding the foregoing, if the work involves the construction of streets and highways,then the Bidder shall list each subcontractor who will perform work or labor or render service to the Bidder in or about the work in an amount in excess of one-half of one percent (0.5%)of the Bidder's Total Bid Price or$10,000,whichever is greater. No additional time shall be granted to provide the below requested information. If a Bidder fails to specify a subcontractor or if a contractor specifies more than one subcontractor for the same portion of work,then the Bidder shall be deemed to have agreed that it is fully qualified to perform that portion of work and that it shall perform that portion itself. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 3 ATTACH ADDITIONAL PAGES, IF NECESSARY Work to be Performed Subcontractor's CSLB Subcontractor's DIR Percent of Subcontractor's Name and License # Registration # Total Contract Location of Business 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 4 EQUIPMENT/MATERIAL SUPPLIER LIST: The Bidder shall indicate below which Supplier the Bidder intends to use to furnish under the Bid each item of equipment or material listed on this form by writing the supplier's name. Unless the use of alternatives for a particular item has been restricted by these Contract Documents, the Bidder may list any manufacturer whose product meets all of the requirements and technical criteria specified. The listing of more than one supplier for each equipment/material to be furnished with the words "and/or" will not be permitted. Equipment/Material Supplier Manufacturer Vertical Turbine Pump Vertical Motor Solenoid Valve Copper Pipe Electrical Conductors Electrical Conduit March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 5 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 6 BIDDER'S GENERAL INFORMATION: The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete Item Nos. 1 through 7, at the time of bid submittal will cause the bid to be non- responsive and may cause its rejection. Bidders shall submit Item Nos. 8 and 9 if requested by the OWNER prior to award of contract. No award will be made until all of the Bidder's General Information (i.e., Items 1 through 7, inclusive and Items 8 and 9, if requested) is delivered to and accepted by the OWNER. (1) Bidder's Name and Address: (2) Bidder's Telephone Number: (3) Bidder's Preferred Email Address: (4) Bidder's CSLB License: Primary Classification State License No. Expiration Date: Supplemental Classifications held, if any: Name of Licensee, if different from (1) above: (5) Name of person who inspected site or proposed Work for your firm: Name: Date of Inspection: (6) Name, address, and telephone number of surety company and agent who will provide the required bonds on this contract: (7) Complete and sign the forms: a) Noncollusion Declaration b) Iran Contracting Act Certification c) Public Works Contractor Registration Certification d) Contractor's Certificate Regarding Workers' Compensation March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 7 e) Fleet Compliance Certification f) Bid Bond g) Acknowledgement of Insurance Requirements h) Certification by Contractor's Insurance Broker (8) List five (5) projects completed as of recent date involving work of similar type and complexity: March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 8 Name, Description of Completion Project Contract address, Bidder's Work Date Price telephone # of Owner 1. 2. 3. 4. 5. (8) The experience resume of the person who will be designated chief construction superintendent or on-site construction manager. (9) A financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of Bidder's current financial condition. The financial statement shall be in accordance with Section 00 20 00, Part 3.01.D. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 9 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 10 NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares: I am the (Position)of (Firm),the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof,to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership,joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at [city], [state]. Name of Bidder Signature Name Title March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 11 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 12 IRAN CONTRACTING ACT CERTIFICATION (Public Contract Code section 2200 et seq.) As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct: ❑ The Contractor is not: (1) identified on the current list of person and entities engaged in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or (2) a financial instruction that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran. ❑ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract. ❑ The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000. Signature: Printed Name: Title: Firm Name: Date: Note: In accordance with Public Contract Code Section 2205,false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 13 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 14 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/Public- Works/PublicWorks.html for additional information. No bid will be accepted nor any contract entered into without proof of the contractor's and subcontractors' current registration with the Department of Industrial Relations to perform public work. Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.1 Name of Bidder: DIR Registration Number: DIR Registration Expiration: Small Project Exemption: Yes or No Unless Bidder is exempt pursuant to the small project exemption, Bidder further acknowledges: 1. Bidder shall maintain a current DIR registration for the duration of the project. 2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project. 3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive. Name of Bidder Signature Name and Title Dated 1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1,please mark"Yes"in response to"Small Project Exemption." March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 15 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 16 CONTRACTOR'S CERTIFICATE REGARDING WORKERS' COMPENSATION I am aware of the provisions of section 3700 of the Labor Code which require every employer to be insured against liability for workers'compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. Name of Bidder Signature Name and Title Dated March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 17 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 18 FLEET COMPLIANCE CERTIFICATION Bidder hereby acknowledges that they have reviewed the California Air Resources Board's policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the "Regulation"). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder's fleet, and/or that of their subcontractor(s) ("Fleet") is true and correct: The Fleet is subject to the requirements of the Regulation. At the District's request, within 48 hours after the Bid Opening, the Bidder must submit the most recent, valid Certificates of Reported Compliance ("CRC") for the Bidder's fleet and for the fleet(s) of its listed subcontractors (including any applicable leased equipment or vehicles). i The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids). The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4). The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto. Name of Bidder: Signature: Name: Title: Date: March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 19 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 20 BID BOND KNOW ALL MEN BY THESE PRESENTS, The makers of this bond are, as Principal, and as Surety, are held and firmly bound unto SOUTH TAHOE PUBLIC UTILITY DISTRICT, hereinafter called "Owner," in the penal sum TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to Owner for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated , 20 for South Upper Truckee Well Pump Replacement Project. If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the Owner as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect. Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall affect its obligation under this bond, and Surety does hereby waive notice of such changes. In the event a lawsuit is brought upon this bond by said Owner and judgment is recovered, the Surety shall pay all litigation expenses incurred by the Owner in such suit, including reasonable attorney's fees, court costs, expert witness fees and expenses. By their signature hereunder, Surety and Principal hereby confirm under penalty of perjury that Surety is an admitted surety insurer authorized to do business in the State of California. IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this day of , 20 , the name and corporate seal of each corporation. (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 21 Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory Name(s)of Signer(s) evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT - Individual - Corporate Officer Title(s) Title or Type of Document Partner(s) Li Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s)Or Entity(ies) Signer(s)Other Than Named Above NOTE: This acknowledgment is to be completed for Contractor/Principal. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 22 Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) n Limited n General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s)Or Entity(ies) Signer(s)Other Than Named Above NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 23 END OF BID BOND March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 24 ACKNOWLEDGMENT OF INSURANCE REQUIREMENTS This Document Must Be Fully Executed By Contractor and Submitted With The Bid The following insurance requirements have been adopted by The South Tahoe Public Utility District hereinafter designated the "OWNER," and shall be applicable to this Contract. Insurance Requirement Summary The CONTRACTOR shall furnish, prior to Notice to Proceed, Insurance Certificates and Endorsements as set forth in Section 00 20 00, Part 2.08.D and Section 00 73 00, Supplementary Conditions, Part 2.01. No other insurance documents shall be accepted in substitution of, nor in addition to, those set forth in Section 00 20 00, Instructions for Procurement. Insurance requirements and coverage will be in accordance with Section 00 73 00, Supplementary Conditions, Part 2.01. The CONTRACTOR shall not commence work under this Contract until all insurance required under this heading is obtained in a form acceptable to OWNER, nor shall the CONTRACTOR allow any Subcontractor to commence work on a subcontract until all insurance required of the Subcontractor has been obtained. I, , the (Insert Title) of (Name of Company or Corporation or Owner) certify that the Insurance Requirements Summary has been read and understood and that as a material consideration of our bid, we are able to provide the document and coverage specified. Signature of President, Secretary, Manager, Owner, or Representative Date: March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 25 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 26 CERTIFICATION BY CONTRACTOR'S INSURANCE BROKER This Document Must be Fully Executed By Contractor's Insurance Broker and Submitted With the Bid I, , am an authorized representative of (Individual's name and brokerage name) .This company is the insurance broker (Insurance Company) for ("Contractor"). (Contractor) By my signature below, I hereby attest to the following: 1. I have reviewed the insurance requirements for the South Tahoe Public Utility District's South Upper Truckee Well Pump Replacement Project ("Project"), including the requirements set forth in Section 00 73 00, Supplementary Conditions, Part 2.01 of the Contract Documents. 2. The Contractor is eligible to be insured for the policies necessary to satisfy the insurance requirements for the Project. This certification is not intended to be binding of coverage and does not modify and/or alter the terms and conditions of the insurance policies issued to Contractor. Date: (Signature of authorized representative) for A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) ss. County of On before me, , personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Notary Public March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 27 THIS PAGE INTENTIONALLY LEFT BLANK March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 28 DESCRIPTION OF BID ITEMS The Bid Schedule includes the work to construct the pump replacement and appurtenances including the one year warranty period on parts, labor, and materials. The costs for any Work shown or required in the Contract Documents, but not specifically identified as a line item are to be included in the related line items and no additional compensation shall be due to Contractor for the performance of the Work. The estimated quantities for Unit Price items are for purposes of comparing Bids only and the District makes no representation that the actual quantities of work performed will not vary from the estimates. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the Unit Price. General Note: Distances and measurements, except elevations and structural dimensions, shall be made on horizontal planes. Bid Schedule items 1 through 5 are presented to indicate major categories of work for the purpose of comparative bid analysis and payment breakdown for monthly progress payments. Bid Items are not intended to be exclusive descriptions of the work categories. The CONTRACTOR shall determine and include in his pricing all materials, labor, and equipment necessary to complete each Bid Item (work phase) as shown and specified in the Contract Documents whether specifically described in the following or not. Bid Item 1 - Mobilization and Demobilization: includes, but is not limited to: obtaining of bonds, insurance and financing, movement of equipment, materials and personnel to and from the job site, supervision, certificates, permits, submittals and RFIs, utilities, site maintenance, cleanup, dust control and work incidentals to the contract not specifically identified under the remaining items or costs incurred prior to beginning work and after completion of work on the various contract items. The cost for this item shall not exceed 10 percent (10%) of the total bid without documented justification, nor shall the CONTRACTOR submit for payment of all of the funds under this item until demobilization has been completed. The CONTRACTOR's payment for this item shall be by the lump sum. Bid Item 2—Vertical Turbine Pump and Vertical Motor: includes, but is not limited to: furnishing a Vertical Turbine Pump, column pipe, and motor meeting the specifications described in 26 05 10 and 43 24 13. The CONTRACTOR'S payment for this item shall be by the lump sum. Bid Item 3—Pump Removal and Replacement: includes, but is not limited to: removing the existing 50 hp submersible motor, well pump, 110 feet of fiberglass column pipe, and discharge head; and installing the new vertical turbine pump, column pipe, and motor as described in the Plans and Specifications. This includes full integration of the new pump into the existing well and discharge manifold, and disinfection of the well and manifold prior to returning to service. All materials removed from the well shall be delivered to District headquarters. The CONTRACTOR'S payment for this item shall be by the lump sum. March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 29 Bid Item 4 — Pump Pre-lubrication System: includes, but is not limited to: installing the pump pre- lubrication system including all piping, valves, and instrumentation; and performing required leak testing. The CONTRACTOR'S payment for this item shall be by the lump sum. Bid Item 5—Conduit and Wiring: includes, but is not limited to: furnishing and installing all conduit and installing all conductors as shown on the Plans as specified herein, terminating conductors at the designated locations only. Contractor's work is limited to conduit installation and conductor installation. Final terminations at the existing control panel and Motor Control Center will be performed by District electricians. The CONTRACTOR'S payment for this item shall be by the lump sum. END OF SECTION March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 30 CONSTRUCTION OF South Upper Truckee Well Pump Replacement Project FOR SOUTH LAKE TAHOE PUBLIC UTILITY DISTRICT THE BID SCHEDULE IS TO BE COMPLETED ELECTRONICALLY IN THE ELECTRONIC BIDDING SYSTEM AMD IS INCLUDED HERE FOR INFORMATION PURPOSES ONLY. BID SCHEDULE: (Refer to Bid Descriptions for a more detailed description for each of the following bid items) South Upper Truckee Well Site Item Approx. Unit No. Description tity Price Amount 1. Mobilization and demobilization includin bonds and insurance, and cleanup f' lump sum price of . (Note: this lump u cannot exceed 10 percent o t the total bid (excluding tuts ite 2. Furnish vertical turbine n LS \� and motor. 3. Remove existing s si ans appurtenanc s;' st c ertical turbine pu e , nd , perform i c a manifold per N ` AWWA n 4. Insm r n system. 5. I n ii9 required. wrn CH IS TO BEAQMPlx,ETED ELECTRONICALLY IN THE ELECTRONIC 'ID ' YSTEIVI AMD IS IN e4_U Bl ,ER OR INFORMATION PURPOSES ONLY. D F :ID SCHEDULE March 2026 SECTION 00 41 00 SUT Well Pump Replacement BID FORMS 31 SECTION 00 52 00 CONTRACT This Contract is made and entered into this day of , 2026, by and between hereinafter referred to as "Contractor," and South Tahoe Public Utility District, El Dorado County, California, hereinafter referred to as "District". WITNESSETH That for and in consideration of the promises and agreements hereinafter made and exchanged, the District and the Contractor agree as follows: 1. That the Contractor will furnish all labor, materials, equipment, tools, transportation, services, appliances, and appurtenances for the construction of South Upper Truckee Well Pump Replacement Project, (the "Project") in accordance with the Contract Documents therefore, adopted by the Board of Directors of the above District, as prepared by District. 2. That the District will pay the Contractor progress payments and the final payment in accordance with the method set forth in the Contract Documents with warrants drawn on the appropriate fund or funds as required, according to the prices as bid and accepted, based upon the Contract Documents, as follows: Total Bid - $ Dollars and Cents. 3. Contractor agrees to complete said work within 190 calendar days, following the issuance of the Notice to Proceed (or approved extensions thereof) and to the entire satisfaction of the District before final payment is made. Contractor also agrees that all construction activities requiring excavation, earthwork or soil material removal shall occur between May 1, 2026 and October 15, 2026, 167 calendar days) in accordance March 2026 SECTION 00 52 00 SUT PUMP REPLACEMENT FORMAL CONTRACT 1 with requirements of the Tahoe Regional Planning Agency (TRPA) and to the entire satisfaction of the DISTRICT before final payment is made. Time is of the essence for this Contract. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work. 4. In accordance with Government Code section 53069.85, Contractor will pay the DISTRICT the sum set forth in Part 2.04, Contract Time, and Liquidated Damages, of Section 00 72 00, General Conditions, of these Contract Documents, for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event this is not paid, the Contractor agrees the DISTRICT may deduct that amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents. 5. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at the District's offices or may be obtained online at http://www.dir.ca.gov and which must be posted at the job site. 6. That the Contractor shall carry California Worker's Compensation Insurance and require all Subcontractors to carry California Worker's Compensation Insurance as required by the Labor Code of the State of California. 7. The Contractor shall, prior to the execution of the Contract, furnish certificates and endorsements evidencing all required insurance policies as required in Section 00 73 00, Supplemental Conditions, Part 2.01, and furnish the labor and material payment bond and faithful performance bond. If required bonds and insurance are not provided to the District, this can be considered a breach of contract. 8 This Formal Contract reference includes the Contract Documents, which includes the following: Solicitation — Notice Inviting Bids March 2026 SECTION 00 52 00 SUT PUMP REPLACEMENT FORMAL CONTRACT 2 Instructions to Bidders Information Available to Bidders Electronic Bid Schedule Bid Form Formal Contract Faithful Performance Bond Payment (Labor and Materials) Bond Project Definitions General Conditions Supplementary Conditions General Requirements Technical Specifications Addenda Plans and Drawings Approved and fully executed Change Orders Any other documents contained in or incorporated into the Contract, except as otherwise indicated. The Contractor shall complete the Work in strict accordance with all of the Contract Documents, following the intent and coordination of said documents set forth in Section 00 72 00, General Conditions. All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. March 2026 SECTION 00 52 00 SUT PUMP REPLACEMENT FORMAL CONTRACT 3 IN WITNESS WHEREOF, the said CONTRACTOR and the South Tahoe Public Utility District, have caused the names of said parties to be affixed hereto, each in duplicate, the day and year first above written. SOUTH TAHOE PUBLIC UTILITY DISTRICT Contractor By By Title Address for Giving Notice: Address for Giving Notice: SOUTH TAHOE PUBLIC UTILITY DISTRICT 1275 MEADOW CREST DRIVE SOUTH LAKE TAHOE, CA 96150 ATTEST: Melonie Guttry, Clerk of Board South Tahoe Public Utility District CONTRACTOR'S LICENSE NO: CONTRACTOR'S LICENSE EXPIRATION DATE: CONTRACTOR'S FEDERAL I.D.#: March 2026 SECTION 00 52 00 SUT PUMP REPLACEMENT FORMAL CONTRACT 4 WORKER'S COMPENSATION CERTIFICATE (AS REQUIRED BY SECTION 1861 OF THE CALIFORNIA LABOR CODE) I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. CONTRACTOR: BY: TITLE: END OF SECTION March 2026 SECTION 00 52 00 SUT PUMP REPLACEMENT FORMAL CONTRACT 5 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 00 52 00 SUT PUMP REPLACEMENT FORMAL CONTRACT 6 SECTION 00 61 00 BOND FORMS PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: THAT WHEREAS, the South Tahoe Public Utility District, a public agency located in El Dorado County, California, (hereinafter designated the "Owner") has, on 20_awarded to , (hereinafter designated as the"Principal")a contract for the construction of South Upper Truckee Well Pump Replacement, (hereinafter referred to as the "Project"). WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated , (hereinafter referred to as "Contract Documents"), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, said Principal is required under the terms of said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents. NOW, THEREFORE, WE, the Principal, and , as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the Owner in the penal sum of dollars ($ ), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bound Principal, or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and faithfully perform the covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1)year guarantee of all materials and workmanship; and shall indemnify and save harmless, Owner, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by the Owner in enforcing such obligation. As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the Work by the Owner, during which time the Principal shall fail to make full, complete, and satisfactory repair and replacements and totally protect the Owner March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 1 from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of the Contractor remains. Nothing herein shall limit the Owner's rights or the Principal or Surety's obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15. Whenever Contractor shall be, and is declared by the Owner to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly at the Owner's option: i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder,the Surety and the Owner, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Principal by the Owner under the Contract and any modification thereto, less any amount previously paid by the Owner to the Principal and any other set offs pursuant to the Contract Documents; or iii. Permit the Owner to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Principal by the Owner under the Contract and any modification thereto, less any amount previously paid by the Owner to the Principal and any other set offs pursuant to the Contract Documents. Surety expressly agrees that the Owner may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal. Surety shall not utilize Principal in completing the Project nor shall Surety accept a bid from Principal for completion of the Project if the Owner,when declaring the Contractor in default, notifies Surety of the Owner's objection to Principal's further participation in the completion of the Project. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract Documents or to the Project. By their signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that Surety is an admitted surety insurer authorized to do business in the State of California. March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 2 IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20_ (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title The rate of premium on this bond is per thousand. The total amount of premium charges is $ . (The above must be filled in by corporate attorney.) THIS IS A REQUIRED FORM Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent or Representative for service of process in California, if different from above) (Telephone number of Surety and Agent or Representative for service of process in California) March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 3 Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT E Individual E Corporate Officer Title(s) Title or Type of Document • Partner(s) n Limited Li General Number of Pages L Attorney-In-Fact L Trustee(s) H Guardian/Conservator Date of Document P Other: Signer is representing: Name Of Person(s)Or Entity(ies) Signer(s)Other Than Named Above NOTE: This acknowledgment is to be completed for Contractor/Principal. March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 4 Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT E Individual E Corporate Officer Title(s) Title or Type of Document • Partner(s) n Limited Li General Number of Pages L Attorney-In-Fact L Trustee(s) H Guardian/Conservator Date of Document P Other: Signer is representing: Name Of Person(s)Or Entity(ies) Signer(s)Other Than Named Above NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached. END OF PERFORMANCE BOND March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 5 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 6 PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS THAT WHEREAS, the South Tahoe Public Utility District, a public agency located in El Dorado County, California (hereinafter designated the "Owner") has, on , , awarded to , hereinafter designated as the "Principal,"a contract for the construction of SOUTH UPPER TRUCKEE PUMP REPLACEMENT PROJECT, (the "Project"); and WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal, or any of its Subcontractors, shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted,withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety of this bond will pay for the same to the extent hereinafter set forth: NOW, THEREFORE, WE, the Principal, and ,as Surety,are held and firmly bound unto the Owner in the penal sum of dollars ($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in California Civil Code Section 9100,fail to pay for any materials, provisions or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of employees of the Principal and his subcontractors pursuant to Revenue and Taxation Code §18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by Owner in such suit, including reasonable attorney's fees, court costs, expert witness fees and investigation expenses. This bond shall inure to the benefit of all persons named in California Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond. It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration, or modification in, to,or of any contract, plans, specifications,or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefor, nor by any change or modification of any terms of payment or extension of time for any payment pertaining or relating to any scheme or work March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 7 of improvement herein above described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the Owner and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code. By their signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 8 Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT L Individual L Corporate Officer Title(s) Title or Type of Document L Partner(s) L Limited L General Number of Pages L Attorney-In-Fact L Trustee(s) L Guardian/Conservator Date of Document L Other: Signer is representing: Name Of Person(s)Or Entity(ies) Signer(s)Other Than Named Above NOTE: This acknowledgment is to be completed for Contractor/Principal. March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 9 Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT - Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Li Limited Li General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s)Or Entity(ies) Signer(s)Other Than Named Above NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached. END OF PAYMENT BOND END OF SECTION March 2026 SECTION 00 61 00 SUT PUMP REPLACEMENT BOND FORMS 10 SECTION 00 71 00 CONTRACTING DEFINITIONS PART 1 GENERAL 1.01 SUMMARY A. Wherever the following abbreviations and terms, or pronouns in place of them, are used in the Contract Documents but not otherwise defined therein, the intent and meaning shall be interpreted as provided below. B. If an abbreviation on a drawing is not explained in the Contract Documents, it shall be as explained in ANSI Y1.1. C. The interpretation of abbreviations shall consider the context or discipline in which they are used, for example: 1. FF usually means "finish floor" when referring to a floor slab. 2. FF usually means "flat face" when referring to a pipe flange. D. Titles of Sections and Parts: Captions accompanying specification sections and parts are for convenience of reference only, and do not form a part of the Specifications. PART 2 ABBREVIATIONS The following abbreviations may be used in the Contract Documents: "Bureau" - United States Bureau of Reclamation "State" - State of California "State Standard Specifications" - Standard Specifications issued by Caltrans. Dated January 1984, and as amended, unless a specific edition is referenced. "TRPA" — Tahoe Regional Planning Agency "RWQCB" — Regional Water Quality Control Board, Lahontan Region PART 3 DEFINITIONS Acceptance - The formal written acceptance by the District of the entire Contract which has been completed in all respects in accordance with the Specifications and any approved modifications. The formal written acceptance will be entitled "Notice of Completion and Release of Claims" (standard form will be provided by the District). As Approved - The words "as approved", unless otherwise qualified, shall be understood to be followed by the words "by the Engineer". As Shown, and as Indicated - The words "as shown" and "as indicated" shall be understood to be followed by the words "on the Plans". Bid - The offer of the bidder for the work when made out and submitted on the prescribed bid form, properly signed and guaranteed. March 2026 SECTION 00 71 00 SUT PUMP REPLACEMENT CONTRACTING DEFINITIONS 1 Bid Bond - The cash, cashier's check, certified check, or bidder's bond accompanying the bid submitted by the bidder, as a guarantee that the bidder will enter into a Contract with the District for the performance of work herein described (may also be referred to as bidders security). Bidder-Any individual, firm, partnership or corporation submitting a bid for the work contemplated, and acting directly or through a duly authorized representative. Board of Directors or Board - The Board of Directors of the South Tahoe Public Utility District. Claim - A separate demand by the Contractor for (i) a time extension, (ii) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (iii) an amount the payment of which is disputed by the District. Contract - The written agreement covering the performance of the work and the furnishing of labor, materials, tools and equipment in the construction of the work. The Contract shall include all Contract Documents and supplemental agreements amending or extending the work contemplated which may be required to complete the work in a substantial and acceptable manner. Supplemental agreements are written agreements covering alterations, amendments or extensions to the Contract and include Addenda and Contract Change Orders. Said Contract shall also contain obligatory language to compensate the Contractor in an amount and times set forth herein. Contract Documents - The Contract Documents are any or all of the documents listed in Item 12 of the Contract. Contractor- The person or persons, firm, partnership or corporation or other entity who has entered into the Contract with the District to perform the work. County - County of El Dorado, California. Date of Execution of the Contract - The date on which the Contract is signed by the DISTRICT's authorized representative. Notice of Award shall be issued pursuant to the provisions of the Contract. Acceptance of Award and compliance with provisions of Notice of Award shall be completed by Contractor no later than the fifteenth day after notice. Datum - The figures given in the Specifications or upon the drawings after the word "Elevation" or an abbreviation of it shall mean District provided information. Days - Unless otherwise designated, days as used in the Contract Documents shall mean calendar days, and is defined as every day appearing on the calendar. Design Engineer- The person, firm or corporation, including its principals, agents, and employees, designated by the District to prepare drawings and specifications for the work. The District is the design engineer for the preparation of the SOUTH UPPER TRUCKEE WELL PUMP REPLACEMENT PROJECT. District- The South Tahoe Public Utility District, may also be referred to as the Owner and/or STPUD. Engineer- Person or firm retained by the District, or the person designated by the District, as its Architectural or Engineering representative during the course of March 2026 SECTION 00 71 00 SUT PUMP REPLACEMENT CONTRACTING DEFINITIONS 2 construction, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them. His - "His" shall include "her" and "its". Or Equal - The term "or equal" shall be understood to indicate that the "equal" product be the same or better than the product named in function, performance, reliability, quality, and general configuration. Determination of equality in reference to the project design requirements will be made by the Engineer. OWNER - The South Tahoe Public Utility District, may also be referred to as the DISTRICT and/or STPUD. Plans or Specification Drawings - The term "Plans or Specification Drawings" refers to the official Plans, profiles, cross sections, elevations, details, and other working drawings and supplementary drawings, or reproductions thereof, signed by the Engineer, which show the location, character, dimensions, and details of the work to be performed. Plans may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. Specifications - The term "specifications" refers to the terms, provisions, and requirements contained herein. Where standard specifications, such as those of "ASTM", "AASHTO", etc. have been referred to, the applicable portions of such standard specifications shall become a part of these Contract Documents. STPUD - The South Tahoe Public Utility District (STPUD), may also be referred to as the District and/or Owner. Substantial completion - the stage in the progress of the Work when the Work (or a portion thereof designated by the Contract Documents or in writing by the Owner) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. Substantial completion does not constitute Acceptance. Subcontractors - The term "Subcontractor", as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design according to the Plans or Specifications of this work, but does not include one who merely furnishes material not so worked and would be considered a supplier only. Work - All the work specified, indicated, shown or contemplated in the Contract Documents to construct the improvements, including all alterations, amendments or extensions thereto made by Contract Change Order or other written orders of the Engineer. Written Notice - "Written Notice" shall be deemed to have been duly served when delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered mail, then it shall be deemed to have been duly served two days after mailing to the last business address known to him who gives the notice. Definitions -Whenever in the Specifications or upon the drawings the words DIRECTED, REQUIRED, PERMITTED, ORDERED, DESIGNATED, PRESCRIBED, or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly the words APPROVED, ACCEPTABLE, SATISFACTORY, March 2026 SECTION 00 71 00 SUT PUMP REPLACEMENT CONTRACTING DEFINITIONS 3 or words of like import, shall mean approved or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. END OF SECTION March 2026 SECTION 00 71 00 SUT PUMP REPLACEMENT CONTRACTING DEFINITIONS 4 SECTION 00 72 00 GENERAL CONDITIONS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: General clauses that establish the basic rights, responsibilities and relationships of the parties to the Contract. PART 2 DESCRIPTION 2.01 INTENT OF CONTRACT DOCUMENTS A. The intent of the Contract Documents is to describe the details for the construction and completion of the work which the Contractor undertakes to perform in accordance with the terms of the Contract. Where the Contract Documents describe portions of the work in general terms, but not in complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in performing the Contract in a satisfactory and workmanlike manner. B. The technical provisions are presented in sections for convenience. However, this presentation does not necessarily delineate trades or limits of responsibility. All sections of the Contract Documents are interdependent and applicable to the project as a whole. C. The Contract Documents are complementary, and what is called for in any one portion shall be binding as if called for in all other applicable portions of the Contract Documents. 2.02 CONTRACTOR'S UNDERSTANDING A. It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work under this Contract. No verbal agreement or conversation with any officer, agent or employee of the District, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 1 2.03 COORDINATION AND INTERPRETATION OF CONTRACT DOCUMENTS A. In the event of conflict between the Plans and the Specifications, the Specifications shall govern, except that, where items are shown on the Plans and are not specifically included in the Specifications, the Plans shall govern. B. Notwithstanding the order of precedence established above, in the event of conflicts the higher standard shall always apply. C. Should it appear that the work to be done or any of the relative matters are not sufficiently detailed or explained in the Contract Documents, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of the Contract Documents, reference shall be made to the Engineer, whose written decision thereon shall be final and conclusive. D. If the Contractor, in the course of the work, finds any discrepancy between the Contract Documents and the physical condition of the locality, or any errors or omissions in the Contract Documents, or in the layout as given by points and instructions, it shall be his duty to inform the Engineer in writing, and the Engineer will promptly verify the same in writing. E. The Contractor shall not, nor allow its subcontractors to, proceed with work with respect to which there is any uncertainty without obtaining written clarification. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, it shall bear any and all costs, including, without limitation, the cost of correction as required in Parts 2.16 of this Section. F. Upon authorization of a change to the Work by the Engineer, the Contractor shall record such changes on the project record documents as required in Section 01 77 00, Part 2.06, and, where applicable, the changes shall be surveyed by a California Registered Land Surveyor. G. In the event of any discrepancy between any Plans and the figures written thereon, the figures shall be taken as correct. Detailed drawings shall prevail over general drawings. H. Any reference made in these Specifications or on the Plans to any specification, standard, method, or publication of any scientific or technical society or other organization shall, in the absence of a specific designation to the contrary, be understood to refer to the Specification, standard, method, or publication in effect as of the date that the work is advertised for Bids with the exception of prevailing wages, which can change after the project has been bid and awarded if updates have been published at the time of bid. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 2 2.04 CONTRACT TIME AND LIQUIDATED DAMAGES A. The Contract Time shall be one hundred ninety (190) calendar days from the date specified in the Notice to Proceed. All excavation or work that would disturb existing ground shall not commence until May 1 and shall be completed by October 15, of the year in which the excavation or work occurs, in accordance with requirements of the Tahoe Regional Planning Agency. B. In addition, for timely completion of the Project, the District requires that the Contractor meet intermediate contract deadlines to assure that the Project complies with permit requirements. 1. Intermediate Milestone 1: Final approved pump and motor submittal within 30 days of Notice to Proceed. C. Extensions to the Contract Time may be allowed in accordance with these Contract Documents. D. Pursuant to the provisions under Liquidated Damages in Section 01 35 00, Special Procedures, of these Contract Documents, five hundred dollars ($500) shall be the amount of liquidated damages for every day of delay in the completion of the Work. 2.05 MEASUREMENT OF QUANTITIES A. Unit Price Work: Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work multiplied by the estimated quantity of each item as indicated in the Contract. The estimate quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover the Contractor's overhead and or profit for each separately identified item. Unless otherwise specified, payment will be based on the actual quantities of Work as verified and approved by the Engineer, based on the price per unit as forth in the Bid Schedule. B. Lump Sum Work: Contractor shall furnish on forms approved by the District within ten (10) Days of the Notice to Proceed, a schedule of values allocating the entire Contract Price to the various portions of Work and prepared in such a form and supported by such data to substantiate its accuracy as the Engineer may require. The schedule of values, unless objected to by the Engineer, shall be used as a basis for reviewing the Contractor's applications for payment. Contractor shall submit the schedule of values prior to submitting its first application for payment, and the District will not issue any payment until it receives and approves the schedule of values. C. All quantities of work computed under the Contract shall be based upon measurements by the Engineer according to United States Measurements and Weights. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 3 D. Methods of measurement are specified in these Specifications. 2.06 SCOPE OF PAYMENT A. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed work and for performing all work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until the acceptance by the District and for all risks of every description connected with the prosecution of the work, also for all expenses incurred in consequence of the suspension or discontinuance of the work as provided in the Contract; and for completing the work according to the Specifications and Plans. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective work or material. B. No compensation will be made in any case for loss of anticipated profits. Increased or decreased work involving supplemental agreements will be paid for as provided in such agreements. 2.07 PAYMENT OF TAXES A. The Contract prices paid for the work shall include full compensation for all taxes which the Contractor is required to pay, whether imposed by Federal, State, or local governments. 2.08 PATENTS A. The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated into the work, and agrees to indemnify and hold harmless the District, the Engineer, and their duly authorized representatives, from all action at law or in equity, actions of every nature for, or on account of, the use of any patented materials, equipment, devices, or processes. 2.09 CHANGES IN THE WORK A. The District may, at any time, by written order make changes in the work as deemed necessary by the Engineer. If such changes cause an increase or decrease in the Contractor's cost of, or time required for, performance of the Contract an equitable adjustment will be made to the Contract and the Contract modified in writing accordingly. Such modifications are subject to approval by the Board, in accordance with Public Contract Code §20206.2 and 20206.3. B. Such modification will be in the form of a Contract Change Order which will describe the work to be done or the method by which the change and cost and/or time adjustment, if any, will be determined, and the time of completion of the work. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 4 C. The compensation to be paid for any extra work or change shall be determined in one or more of the following ways: 1. By agreed unit prices; 2. By estimate and acceptance of an agreed upon lump sum; or 3. By cost plus. The unit prices established in the Bid for a particular item shall be valid for deviations in the bid quantity within the range established in the Bid Form (Section 00 41 00). D. Until one of the above methods is agreed on, or if the work is to be paid for on cost plus basis, the Contractor shall keep full and complete records of the cost of such work in the form and manner prescribed by the Engineer and shall permit the Engineer to have access to such records as may be necessary to assist in the determination of the compensation payable for such work. Contractor must obtain the Engineer's permission, on a daily basis, as to the size of the crew, hours worked, and material to be used. E. Upon receipt of a Contract Change Order, the Contractor shall proceed with the ordered work. If ordered in writing by the Engineer, the Contractor shall proceed with the work so ordered prior to actual receipt of a Contract Change Order. A Contract Change Order executed by the Contractor and approved by the Engineer is an executed Contract Change Order as that term is used throughout this Section. F. A Contract Change Order may be issued to the Contractor at any time. Should the Contractor disagree with any terms or conditions set forth in a Contract Change Order which has not been executed, the Contractor shall submit a written protest to the Engineer within ten (10) days after the receipt of such Contract Change Order. The protest shall state the points of disagreement, and, if possible, the quantities and cost involved. If a written protest is not submitted, payment will be made as provided in the Contract Change Order and such payment will constitute full compensation for all work included therein or required thereby. Such unprotested Contract Change Orders will be considered as executed Contract Change Orders. Contractor's disagreement with any Change Order does not relieve the Contractor from performance of the work, including extra work, promptly and expeditiously. G. Where the protest concerning a Contract Change Order relates to compensation, the compensation payable for all work specified or required by said Contract Change Order to which such protest relates will be determined in the same manner as provided in Part 2.10 for claims for extra work. The contractor shall keep full and complete records of the cost of such work and shall permit the Engineer to have such access thereto as may be necessary to assist in the determination of the compensation payable for such work. H. Where the protest concerning a Contract Change Order relates to the adjustment of time and the completion of the work, the time to be allowed therefore will be determined as provided in this Section. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 5 I. The consent of the Contractor's sureties shall not be required as to any change or extra work, and the liability of the Contractor's Bonds shall be increased or decreased accordingly without notice to the sureties. 2.10 EXTRA WORK A. If, during the performance of the Contract, it shall, in the opinion of the District or the Engineer, become necessary or desirable for the proper completion of the Contract to order work done or materials or equipment furnished which in the opinion of the Engineer are not susceptible of classification under the unit-price items in the Bidding Schedule and are not included in any item for which a lump sum is bid, the Contractor shall do and perform such work and furnish such materials and equipment. Such labor, materials and/or equipment will be classed as extra work, and shall be ordered in writing before such work is started. No extra work will be paid for unless ordered in writing. Extra work and materials will ordinarily be paid for at a lump sum or unit-price agreed on in writing by the Engineer and Contractor prior to the time when the Engineer ordered the extra work to be done. The performance of any extra work or the furnishing of extra material which, in the judgment of the Engineer, is of like character to and susceptible of classification under the unit-price items of the Contract as specified shall, if the order of the Engineer shall so provide, be paid for at the unit-price named for such work in the Bidding Schedule. Whenever, in the judgment of the Engineer, such extra work or such extra material as the case may be, is not of like character to and susceptible of classification under the unit-price items of the Contract as specified, and it is impracticable because of the nature of the work, or for any other reason, to fix the price before order for the extra work shall be issued, the Contractor shall be entitled to be paid the sum of the following costs for doing the extra work, which shall be known as the cost plus basis of payment: 1. Direct Labor Cost - Charges for all of the labor furnished and used by the Contractor shall be as identified in the California Prevailing Wage Determination. Under no circumstances shall the Contractor be allowed to pay for labor, any amount that is less than the California prevailing Wage Determination. The Contractor shall be allowed to add to actual wages paid the labor surcharge set forth in the California Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates, which is in effect on the date upon which the work is performed. The surcharge shall constitute full compensation for all payments imposed by State and Federal laws and for all other payments made to, or on behalf of, the workers, other than actual wages as defined in Section 9-1.04B1 of the California Department of Transportation Standard Specifications. 2. Equipment Cost - Charges for the rental and operation of the equipment furnished and used by the Contractor shall be made for all prime construction and automotive equipment. It shall not include charges for listed equipment or major tools with a new cost of$500.00 or less. Equipment time charges shall be subject to the daily approval of the Engineer and evidence of such daily approval submitted with the billing. The equipment rental and operation rates used shall be at the March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 6 established CalTrans rental rates. No time or charges will be allowed except when equipment is actually being used for the proper and efficient performance or completion of the extra work as authorized. A fifteen percent (15%) markup to the equipment rental and operation rates will be allowed. 3. Material Costs - Charges for the cost of materials furnished by the Contractor shall be made provided such furnishing was specifically authorized in the extra work order and the actual use verified by the Engineer. Charges shall be net cost to the Contractor delivered at the job, including all applicable sales taxes and vendor's invoice must accompany the billing along with verification of use of such materials by the Engineer. A fifteen percent (15%) markup to the materials cost will be allowed. 4. Tools, Supplies, Supervision, Overhead and Profit -A charge for major tools, supplies, home office overhead, field overhead, labor liability insurance, additional bond costs, other fixed or administrative costs that are not costs of labor used in the direct performance of the work, supervision, and profit will be allowed in the amount of thirty five percent (35%) of the total direct labor costs as defined above. 5. Work by Subcontractor- When all or any part of extra work is performed by any of the Contractor's Subcontractors, the markups for tools, supplies, additional bond costs, supervision, overhead and profit applied to the Subcontractor's actual cost of such work (determined as above)will be allowed in the amount of ten percent (10°/0) of the total direct labor costs, equipment costs and material costs, as defined above, to which a markup of five percent (5%) on the subcontracted portion of the extra work may be added by the Contractor. B. The Contractor agrees that he shall not be entitled to claim damages for anticipated profits on any portion of work that may be deleted. The amount of any adjustment for work deleted shall be estimated at the time deletion of work is ordered and the estimated adjustment will be deducted from the Contract amount by Contract Change Order. C. The District reserves the right to contract with any person or firm other than the Contractor for any or all extra work. 2.11 CLAIMS FOR EXTRA COSTS A. The Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the Engineer, or the happening of any event, thing, or occurrence, unless he shall have given the Engineer written notice of claims specified in Part 2.20 below, provided, however, that compliance with this section shall not be a prerequisite as to matters within the scope of the protest provisions in Part 2.09. B. Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed of impact, extended overhead costs, constructive March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 7 acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the District's change order form in an attempt to reserve additional rights. C. The District's liability to Contractor for delays for which the District is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the District be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable District delay, including delays caused by items that are the responsibility of the District pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages. In the event of an emergency endangering life or property, the Contractor shall act as stated in Section 01 35 00, Special Procedures, Part 2.01, and after execution of the emergency work shall present an accounting of labor, materials, and equipment. The procedure for any payment that may be due for emergency work will be as specified in Part 2.09 above. 2.12 CHANGES IN CHARACTER OF WORK A. If an ordered change in the Contract Documents materially changes the character of the work of a Contract item from that upon which the Contractor based its Bid price, and if the change increases or decreases the actual unit costs of such changed item as compared to the actual or estimated unit cost of performing the work of said item in accordance with the Contract Documents originally applicable thereto, in the absence of an executed Contract Change Order specifying the compensation payable, an adjustment in compensation therefore will be made in accordance with the following: 1. The basis of such adjustment in compensation will be the difference between the Contract unit-price to perform the work of said item or portion thereof involved in the change as originally planned and the actual unit cost of performing the work of said item or portion thereof involved in the change, as changed. Actual unit costs will be as agreed upon by the Contractor and the Engineer. If they cannot agree or if there is no unit price for the subject work, then the costs of the work will be determined by the Engineer in the same manner as if the work were to be paid for on the cost plus basis as provided in Part 2.10. Any such adjustment will apply only to the portion of the work of said item actually changed in character. 2. Failure of the Engineer to recognize the change in character of the work at the time the Contract Change Order is issued shall not be construed as relieving the Contractor of its duties and responsibility of filing a written protest within the ten (10) day limit as hereinabove provided. 2.13 RIGHT TO WITHHOLD PAYMENTS A. In addition to all other rights and remedies of the District hereunder and by virtue of the law, the District may withhold or nullify the whole or any part of March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 8 any partial or final payment to such extent as may reasonably be necessary to protect the District from loss on account of: 1. Stop Notice Claims 2. Defective work not remedied, irrespective of when any such work was found to be defective; 3. Claims or liens filed or reasonable evidence indicating probable filing of claims or liens including, but not limited to claims under Sections 1775, 1776, or 1777.7 of the Labor Code; 4. Failure of the Contractor to make payments properly for labor, materials, equipment, or other facilities, or to subcontractors and/or suppliers; 5. A reasonable doubt that the work can be completed for the balance then unearned; 6. A reasonable doubt that the Contractor will complete the work within the agreed time limits; 7. Liquidated Damages; 8. Costs to the District resulting from failure of the Contractor to complete the work within the proper time, liquidated and identified in Section 01 35 00, Part 2.06; 9. Damage to the District, work or property; 10. Damage to another contractor or third party; 11. Persistent failure to carry out the work in accordance with the Contract Documents; 12. Site clean-up; 13. Failure of Contractor to keep the project schedule and/or record ("as- built") drawings up to date; 14. Legally permitted penalties, including governmental and regulatory fines incurred by the District as a result of delays resulting from Contractor's performance of the work as set forth in Section 01 35 00, Part 2.06; and 15. Damages and costs incurred by the District as a result of Contractor's performance of the work, including, but not limited to, legal, engineering, inspection, superintendence, regulatory fines, and other expenses. B. Whenever the District shall, in accordance herewith, withhold any monies otherwise due the Contractor, written notice of the amount withheld and the reasons therefore will be given the Contractor. After the Contractor has corrected the enumerated deficiencies, the District will promptly pay to the Contractor the amount so withheld. When monies are withheld to protect the District against claims or liens of mechanics, materialmen, Subcontractors, etc., the District may at its discretion permit the Contractor to deliver a surety bond in terms and amount satisfactory to the District, indemnifying the District against any loss or expense, and upon acceptance thereof by the District, the District shall release to the Contractor monies so withheld. The surety providing the stop notice bond shall be a separate legal entity from the surety on the performance and/or payment bonds provided for the Project. C. If insufficient funds have been withheld, Contractor shall promptly reimburse the District for any of the items set forth above that occur. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 9 2.14 SECURITIES FOR MONEY WITHHELD A. Pursuant to section 22300 of the Public Contract Code of the State of California, Contractor may request the District to make retention payments directly to an escrow agent or may substitute securities for any money withheld by the District to ensure performance under the contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the District or with a state or federally chartered bank as the escrow agent who shall return such securities to Contractor upon satisfactory completion of the contract. Deposit of securities with an escrow agent shall be subject to a written agreement substantially in the form provided in section 22300 of the Public Contract Code. 2.15 GUARANTEE A. In addition to warranties, representations and guarantees stated in the Contract Documents, the Contractor unconditionally guarantees all materials and workmanship furnished hereunder, and agrees to replace at his sole cost and expense, and to the satisfaction of the Engineer and the District, any and all materials and/or equipment which may be defective or improperly installed. B. The Contractor shall repair or replace to the satisfaction of the Engineer any or all such work that may prove defective in workmanship or materials, ordinary wear and tear excepted, together with any other work which may be damaged or displaced in so doing. C. All work or materials which have been rejected shall be remedied, or removed and replaced by the Contractor in an acceptable manner and no additional compensation will be allowed for such removal, replacement, or remedial work. D. Any work done beyond the lines and grades shown on the Plans or established by the Engineer or any extra work done without written authority will be considered as unauthorized work and will not be paid. Upon order of the Engineer, unauthorized work shall be remedied, removed, or replaced at the Contractor's expense. E. Upon failure of the Contractor to comply with any order of the Engineer, the District may cause rejected or unauthorized work to be remedied, removed or replaced, and may deduct the costs from any monies due or to become due the Contractor in the form of a Change Order. F. If deemed necessary by the District to maintain uninterrupted operation of District facilities while the defective or improperly installed materials and/or equipment is repaired or replaced, the Contractor shall provide temporary replacement materials and/or equipment at no additional cost to the District. G. The Contractor must commence warranty repairs within ten (10) days after receiving written notice from the District. In the event of failure to complete such repairs within a reasonable time, the District is authorized to have the March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 10 defect repaired and corrected at the expense of the Contractor who will pay the costs and charges therefor immediately upon demand, including any reasonable management and administrative costs, engineering, legal and other consultant fees incurred to enforce this section. H. If the Engineer deems it inexpedient for the Contractor to correct work damaged or not done in accordance with the Contract, an equitable deduction from the Contract price shall be made therefore, and such sum may be withheld by District from Contractor's payment. I. The Contractor must obtain and enforce on the District's behalf all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work and materials provided under the Contract. J. The signing of the Contract by the Contractor shall constitute execution of the above guarantees. Except as otherwise provided in this Contract, the guarantees and warranties shall remain in effect through the one-year maintenance warranty period without any expense to the District, ordinary wear and tear and unusual abuse and neglect excepted. K. Nothing herein shall be construed to limit the rights and remedies available to the District at law or in equity, including, but not limited to, Code of Civil Procedure section 337.15. 2.16 FINAL ACCEPTANCE AND PAYMENT A. The acceptance of the Work on behalf of the District will be made by the Engineer. Such acceptance by the District shall not constitute a waiver of defects. When the Work has been accepted there shall be paid to Contractor a sum equal to the contract price less any amounts previously paid Contractor and less any amounts withheld by the District from Contractor under the terms of the contract. The final five percent (5%), or the percentage specified in the notice inviting bids where the District has adopted a finding of substantially complete, shall not become due and payable until five (5) calendar days shall have elapsed after the expiration of the period within which all claims may be filed under the provisions of Civil Code section 9356. If the Contractor has placed securities with the District as described herein, the Contractor shall be paid a sum equal to one hundred percent (100%) of the contract price less any amounts due the District under the terms of the Contract. B. Unless Contractor advises the District in writing prior to acceptance of the final five percent (5%) or the percentage specified in the notice inviting bids where the District has adopted a finding of substantially complete, or the return of securities held as described herein, said acceptance shall operate as a release to the District of all claims and all liability to Contractor for all things done or furnished in connection with this work and for every act of negligence of the District and for all other claims relating to or arising out of this work. If Contractor advises the District in writing prior to acceptance of final payment or return of the securities that there is a dispute regarding the amount due the Contractor, the District may pay the undisputed amount March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 11 contingent upon the Contractor furnishing a release of all undisputed claims against the District with the disputed claims in stated amounts being specifically excluded by Contractor from the operation of the release. No payments, however, final or otherwise, shall operate to release Contractor or its sureties from the Faithful Performance Bond, Labor and Material Payment Bond, or from any other obligation under this contract. C. In case of suspension of the contract any unpaid balance shall be and become the sole and absolute property of the District to the extent necessary to repay the District any excess in the cost of the Work above the contract price. D. Final payment shall be made no later than 60 days after the date of acceptance of the Work by the District or the date of occupation, beneficial use and enjoyment of the Work by the District including any operation only for testing, start-up or commissioning accompanied by cessation of labor on the Work, provided that a release of liens and claims has been received from the Contractor pursuant to Civil Code section 8136. In the event of a dispute between the District and the Contractor, the District may withhold from the final payment an amount not to exceed 150% of the disputed amount. E. Within ten (10) calendar days from the time that all or any portion of the retention proceeds are received by Contractor, Contractor shall pay each of its subcontractors from whom retention has been withheld each subcontractor's share of the retention received. However, if a retention payment received by Contractor is specifically designated for a particular subcontractor, payment of the retention shall be made to the designated subcontractor if the payment is consistent with the terms of the subcontract. 2.17 OCCUPANCY A. The District reserves the right to occupy or utilize any portion of the Work at any time before completion, and such occupancy or use shall not constitute acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract. 2.18 INDEMNIFICATION A. To the fullest extent permitted by law, Contractor shall immediately defend (with counsel of the District's choosing), indemnify and hold harmless the District, officials, officers, agents, employees, and representatives, and each of them from and against: 1. Any and all claims, demands, causes of action, costs, expenses, injuries, losses or liabilities, in law or in equity, of every kind or nature whatsoever, but not limited to, injury to or death, including wrongful death, of any person, and damages to or destruction of property of any person, arising out of, related to, or in any manner directly or indirectly connected with the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorney's fees and other March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 12 related costs and expenses, however caused, regardless of whether the allegations are false, fraudulent, or groundless, and regardless of any negligence of the District or its officers, employees, or authorized volunteers (including passive negligence), except the sole negligence or willful misconduct or active negligence of the District or its officials, officers, employees, or authorized volunteers. 2. Contractor's defense and indemnity obligation herein includes, but is not limited to damages, fines, penalties, attorney's fees and costs arising from claims under the Americans with Disabilities Act (ADA) or other federal or state disability access or discrimination laws arising from Contractor's Work during the course of construction of the improvements or after the Work is complete, as the result of defects or negligence in Contractor's construction of the improvements. 3. Any and all actions, proceedings, damages, costs, expenses, fines, penalties or liabilities, in law or equity, of every kind or nature whatsoever, arising out of, resulting from, or on account of the violation of any governmental law or regulation, compliance with which is the responsibility of Contractor. 4. Any and all losses, expenses, damages (including damages to the Work itself), attorney's fees, and other costs, including all costs of defense which any of them may incur with respect to the failure, neglect, or refusal of Contractor to faithfully perform the Work and all of Contractor's obligations under the agreement. Such costs, expenses, and damages shall include all costs, including attorney's fees, incurred by the indemnified parties in any lawsuit to which they are a party. B. Contractor shall immediately defend, at Contractor's own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against the District, its officials, officers, agents, employees and representatives. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the District, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse the District, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code section 2782. 2.19 NO PERSONAL LIABILITY A. Neither the District, the Engineer, nor any of their other officers, agents, or employees shall be personally responsible for any liability arising under the Contract, except such obligations as are specifically set forth herein.. 2.20 DISPUTES A. Except as otherwise specifically provided in the Contract Documents, the Engineer will initially decide all disputes arising under and by virtue of the March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 13 Contract. A dispute will be processed and decided by the Engineer as soon as practicable after its submission and the submission or availability of any additional information necessary to its decision. If the Contractor is dissatisfied with the Engineer's decision, the Contractor may, within fifteen (15) days from the date of the Engineer's decision, file a claim following the procedures in Part 2.19 of this Section. If the Contractor fails to follow the procedures in Part 2.19 of this Section within the fifteen (15) day period, then the Engineer's decision shall be final, conclusive, and binding on the Contractor. 2.21 PROCEDURE FOR RESOLVING DISPUTES A. Contractor shall timely comply with all notices and requests for changes to the Contract Time or Contract Price, including but not limited to all requirements of Article 44, Changes and Extra Work, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the Contract Price or Contract Time, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the Contract or at law. B. Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of$375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Article is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Article shall be construed to be consistent with said statutes. C. Claims. For purposes of this Article, "Claim" means a separate demand by the Contractor, after a change order duly requested in accordance with Article 44 "Changes and Extra Work" has been denied by the District, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the District. Claims governed by this Article may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the procedures contained in Article 44, Changes and Extra Work, and Contractor's request for a change has been denied in whole or in part. Claims governed by this Article must be filed no later than the date of final payment. The claim shall be submitted in writing to the District and shall include on its first page the following in 16 point capital font: "THIS IS A CLAIM." Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing herein is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra Work, disputed Work, and/or changed conditions. Failure to follow March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 14 such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon. D. Supporting Documentation. The Contractor shall submit all claims in the following format: 1. Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made 2. List of documents relating to claim: a. Specifications b. Drawings c. Clarifications (Requests for Information) d. Schedules e. Other 3. Chronology of events and correspondence 4. Analysis of claim merit 5. Analysis of claim cost 6. Time impact analysis in CPM format 7. If Contractor's claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions. E. District's Response. Upon receipt of a claim pursuant to this Article, District shall conduct a reasonable review of the claim and, within a period not to exceed 45 Days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 Days after the District issues its written statement. 1. If the District needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the District'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, the District shall have up to three Days following the next duly publicly noticed meeting of the District's governing body after the 45-Day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion. 2. Within 30 Days of receipt of a claim, the District may request in writing additional documentation supporting the claim or relating to defenses or claims the District may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of District and the Contractor. The District's written response to the claim, as further documented, shall be submitted to the Contractor within 30 Days (if the claim is less than $15,000, within 15 Days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 15 F. Meet and Confer. If the Contractor disputes the District's written response, or the District fails to respond within the time prescribed, the Contractor may so notify the District, in writing, either within 15 Days of receipt of the District's response or within 15 Days of the District's failure to respond within the time prescribed, respectively, and demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the District shall schedule a meet and confer conference within 30 Days for settlement of the dispute. G. Mediation. Within 10 business Days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the District shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 Days after the District issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the District and the Contractor sharing the associated costs equally. The District and Contractor shall mutually agree to a mediator within 10 business Days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time. 1. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. 2. For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. 3. Unless otherwise agreed to by the District and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced. 4. The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed. H. Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code prior to initiating litigation. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 16 I. Civil Actions. The following procedures are established for all civil actions filed to resolve claims of$375,000 or less: 1. Within 60 Days, but no earlier than 30 Days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of this Contract. The mediation process shall provide for the selection within 15 Days by both parties of a disinterested third person as mediator, shall be commenced within 30 Days of the submittal, and shall be concluded within 15 Days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court. 2. If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney's fees on appeal of the other party. J. Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra Work, disputed Work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Sections 900, et seq. prior to filing any lawsuit against the District. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra Work, disputed Work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the District may be filed. A Government Code claim must be filed no earlier than the date the Work is completed or the date the Contractor last performs Work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted. K. Non-Waiver. The District's failure to respond to a claim from the 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. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 17 2.22 AUTHORITY OF THE ENGINEER A. The Engineer is the representative of the District and has full authority to interpret the Contract Documents, to conduct the construction review and inspection of the Contractor's performance, and to decide questions which arise during the course of the work and the Engineer's decisions on these matters shall be final and conclusive. The Engineer has the authority to reject all work and materials which do not conform to the Contract Documents, and has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the Contract. To prevent disputes, oral modifications will not be permitted. B. If at any time the Contractor is on force account and the Contractor's work force, tools, plant, or equipment appear to the Engineer to be insufficient or inappropriate to secure the required quality of work or the proper rate of progress, the Engineer may order the Contractor to increase their efficiency, improve their character, to augment their number or to substitute other personnel, new tools, plant, or equipment, as the case may be, and the Contractor shall comply with such order. Neither the failure of the Engineer to demand such increase of efficiency, number, or improvement, nor the compliance by the Contractor with the demand, shall relieve the Contractor of its obligation to provide quality work at the rate of progress necessary to complete the work within the specified time. C. The Engineer shall have the authority to make minor changes in the work, not involving extra costs, and not inconsistent with the purposes of the work. D. Any order given by the Engineer, not otherwise required by the Contract Documents to be in writing shall, on request of the Contractor, be given or confirmed by the Engineer in writing. E. Whenever work, methods of procedure, or any other matters are made subject to direction or approval, such direction or approval will be given by the Engineer. 2.23 HOURS OF WORK A. As provided in Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code, Contractor stipulates that eight (8) hours of labor shall constitute a legal day's work. The time of service of any worker employed at any time by the Contractor or by any subcontractor on any subcontract under this Contract upon the Work or upon any part of the Work contemplated by this Contract is limited and restricted to eight (8) hours during any one calendar day and 40 hours during any one calendar week, except as hereinafter provided. Notwithstanding the provisions herein above set forth, work performed by employees of Contractor in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon this public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half times the basic rate of pay. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 18 B. The Contractor and every subcontractor shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed in connection with the Work or any part of the Work contemplated by this Contract. The record shall be kept open at all reasonable hours to the inspection of the District and to the Division of Labor Law Enforcement, Department of Industrial Relations of the State of California. C. The Contractor shall pay to District a penalty of twenty-five dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day and 40 hours in any one calendar week in violation of the provisions of Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code. D. Any work necessary to be performed after regular working hours, or on Saturdays and Sundays or other holidays, shall be performed without additional expense to the District. E. District will provide inspection during normal working hours from 8:00 a.m. to 5:00 p.m. Monday through Friday. Inspection before or after this time will be charged to the Contractor as reimbursable inspection time. Inspections on weekends requires three days' notice for review and approval. Upon written request and approval the 8 hour working day may be changed to other limits subject to city/county ordinance. F. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on the District-observed holidays, unless otherwise approved by the District: 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools 2.24 PAYROLL RECORDS; LABOR COMPLIANCE A. Pursuant to Labor Code section 1776, Contractor and all subcontractors shall maintain weekly certified payroll records, showing the names, addresses, Social Security numbers, work classifications, 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 them in connection with the Work under this Contract. Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury. B. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations ("DIR") on the specified interval and March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 19 format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4. C. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor's performance of Work, including any delay, shall be Contractor's sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the District. Contractor shall defend, indemnify and hold the District, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor. D. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by the District. The Contractor shall also provide the following: 1. A certified copy of the employee's payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request. 2. A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the DIR. E. Unless submitted electronically, the certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement ("DLSE") of the DIR or shall contain the same information as the forms provided by the DLSE. F. Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency, the District, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor awarded the Contract or performing the contract shall not be marked or obliterated. G. In the event of noncompliance with the requirements of this Article, the Contractor shall have ten (10) calendar days in which to comply subsequent to receipt of written notice specifying in what respects the Contractor must comply with this Article. Should noncompliance still be evident after such 10-day period, the Contractor shall pay a penalty of one hundred dollars ($100.00) to the District for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payment then due. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 20 H. The responsibility for compliance with this Article shall rest upon the Contractor. 2.25 PREVAILING RATES OF WAGES A. The Contractor is aware of the requirements of Labor Code sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects. Since this Project involves an applicable "public works" or"maintenance" project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Contract from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov. In the alternative, the Contractor may view a copy of the prevailing rate of per diem wages which are on file at the District's Administration Office and shall be made available to interested parties upon request. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification, or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the Project site. Contractor shall defend, indemnify and hold the District, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws. B. The Contractor shall forfeit as a penalty to the District not more than Two Hundred Dollars ($200.00), pursuant to Labor Code section 1775, for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate as determined by the Director of the Department of Industrial Relations for such work or craft in which such worker is employed for any public work done under the Contract by it or by any subcontractor under it. The difference between such prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof, for which each worker was paid less than the prevailing wage rate, shall be paid to each worker by the Contractor. C. Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned. 2.26 PUBLIC WORKS CONTRACTOR REGISTRATION A. Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors must be registered with the Department of Industrial Relations prior to the execution of a contract to perform public works. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall maintain a current registration for the duration of the Project. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 21 Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all subcontractors are registered at the time this Contract is entered into and maintain registration for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1 2.27 EMPLOYMENT OF APPRENTICES A. Contractor and all subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices. B. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. C. Knowing violations of Labor Code section 1777.5 will result in forfeiture not to exceed one hundred dollars ($100.00) for each calendar day of non- compliance pursuant to Labor Code section 1777.7. D. The responsibility for compliance with this Article shall rest upon the Contractor. 2.28 NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY A. Pursuant to Labor Code section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law. B. Employment Eligibility; Contractor. By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time. Such requirements and restrictions include, but are not limited to, examination and retention of documentation confirming the identity and immigration status of each employee of the Contractor. Contractor also verifies that it has not committed a violation of any such law within the five (5) years immediately preceding the date of execution of this Contract, and shall not violate any such law at any time during the term of the Contract. Contractor shall avoid any violation of any such law during the term of this Contract by participating in an electronic March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 22 verification of work authorization program operated by the United States Department of Homeland Security, by participating in an equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, or by some other legally acceptable method. Contractor shall maintain records of each such verification, and shall make them available to the District or its representatives for inspection and copy at any time during normal business hours. The District shall not be responsible for any costs or expenses related to Contractor's compliance with the requirements provided for or referred to herein. C. Employment Eligibility; Subcontractors, Sub-subcontractors and Consultants. To the same extent and under the same conditions as Contractor, Contractor shall require all of its subcontractors, sub- subcontractors and consultants performing any part of the Work or of this Contract to make the same verifications and comply with all requirements and restrictions provided for herein. D. Employment Eligibility; Failure to Comply. Each person executing this Contract on behalf of Contractor verifies that he or she is a duly authorized officer of Contractor, and understands that any of the following shall be grounds for the District to terminate the Contract for cause: (1) failure of Contractor or its subcontractors, sub-subcontractors or consultants to meet any of the requirements provided for herein; (2) any misrepresentation or material omission concerning compliance with such requirements; or (3) failure to immediately remove from the Work any person found not to be in compliance with such requirements. 2.29 DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS A. Contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the District. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project. 2.30 LABOR/EMPLOYMENT SAFETY A. General - The Contractor shall be solely and completely responsible for the conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to all applicable Federal, State, and local laws, ordinances, and codes, and to the rules and regulations established by the California Occupational Safety and Health Administration, and to other rules of law applicable to the work. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 23 B. The services of the Engineer in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's work methods, equipment, bracing or scaffolding or safety measures, in, on, or near the construction site, and shall not be construed as supervision of the actual construction nor make the Engineer or the District responsible for providing a safe place for the performance of work by the Contractor, Subcontractors, or suppliers, or for access, visits, use work, travel, or occupancy by any person. C. All work and materials shall be in strict accordance with all applicable State, Federal, and local laws, rules, regulations, and codes. D. Nothing in this Contract is to be construed to permit work not conforming to governing law. When Contract Documents differ from governing law, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor-tight or explosion-proof electrical installation is required by law, this shall be provided. E. The Contractor shall comply with all applicable laws and regulations of the federal, state, and local government, including Cal/OSHA requirements and requirements for verification of employees' legal right to work in the United States. F. The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4. The Contractor shall ensure the availability of emergency medical services for its employees in accordance with California Code of Regulations, Title 8, Section 1512. G. The Contractor shall submit the Illness and Injury Prevention Program and a Project site specific safety program to the District prior to beginning Work at the Project site. Contractor shall maintain a confined space program that meets or exceeds the District Standards. Contractor shall adhere to the District's lock out tag out program. H. The Contractor shall be aware of and comply with the District's safety program requirements of Contractors. A copy of the program is available from the District upon request. 2.31 DISTRICT'S RIGHT TO TERMINATE CONTRACT A. Termination for Cause by the District: 1. In the sole estimation of the District, if the Contractor refuses or fails to prosecute the Work or any separable part thereof with such diligence as will insure its completion within the time specified by the Contract Documents, or any extension thereof, or fails to complete such Work within such time, or if the Contractor should be adjudged a bankrupt, or if it should make a general assignment for the benefit of its creditors, or March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 24 if a receiver should be appointed on account of its insolvency, or the Contractor or any of its subcontractors should violate any of the provisions of this Contract, the District may serve written notice upon the Contractor and its Surety of the District's intention to terminate this Contract. This notice of intent to terminate shall contain the reasons for such intention to terminate this Contract, and a statement to the effect that the Contractor's right to perform this Contract shall cease and terminate upon the expiration of ten (10) calendar days unless such violations have ceased and arrangements satisfactory to the District have been made for correction of said violations. 2. In the event that the District serves such written notice of termination upon the Contractor and the Surety, the Surety shall have the right to take over and perform the Contract. If the Surety does not: (1) give the District written notice of Surety's intention to take over and commence performance of the Contract within 15 calendar days of the District's service of said notice of intent to terminate upon Surety; and (2) actually commence performance of the Contract within 30 calendar days of the District's service of said notice upon Surety; then the District may take over the Work and prosecute the same to completion by separate contract or by any other method it may deem advisable for the account and at the expense of the Contractor. 3. In the event that the District elects to obtain an alternative performance of the Contract as specified above: (1) the District may, without liability for so doing, take possession of and utilize in completion of the Work such materials, appliances, plants and other property belonging to the Contractor that are on the site and reasonably necessary for such completion (A special lien to secure the claims of the District in the event of such suspension is hereby created against any property of Contractor taken into the possession of the District under the terms hereof and such lien may be enforced by sale of such property under the direction of the District without notice to Contractor. The proceeds of the sale after deducting all expenses thereof and connected therewith shall be credited to Contractor. If the net credits shall be in excess of the claims of the District against Contractor, the balance will be paid to Contractor or Contractor's legal representatives.); and (2) Surety shall be liable to the District for any cost or other damage to the District necessitated by the District securing an alternate performance pursuant to this Article. B. Termination for Convenience by the District: 1. The District may terminate performance of the Work called for by the Contract Documents in whole or, from time to time, in part, if the District determines that a termination is in the District's interest. 2. The Contractor shall terminate all or any part of the Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of the District, the extent of termination, and the Effective Date of such termination. 3. After receipt of Notice of Termination, and except as directed by the District, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations: March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 25 a. Stop Work as specified in the Notice. b. Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents. c. Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Document is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety. d. Terminate all subcontracts to the extent that they relate to the portions of the Work terminated. e. Place no further subcontracts or orders, except as necessary to complete the continued portion of the Contract. f. Submit to the District, within ten (10) calendar days from the Effective Date of the Notice of Termination, all of the usual documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the District's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the Contract documents to incur, shall: (1) be submitted to and received by the Engineer no later than 30 calendar days after the Effective Date of the Notice of Termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as "Termination Costs occasioned by the District's Termination for Convenience." 4. Termination of the Contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the Work performed. 5. In the event that the District exercises its right to terminate this Contract pursuant to this clause, the District shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the Contract Documents, the following amounts: a. All actual reimbursable costs incurred according to the provisions of this Contract. b. A reasonable allowance for profit on the cost of the Work performed, provided Contractor establishes to the satisfaction of the District that it is reasonably probable that Contractor would have made a profit had the Contract been completed and provided further, that the profit allowed shall in no event exceed fifteen (15%) percent of the costs. c. A reasonable allowance for Contractor's administrative costs in determining the amount payable due to termination of the Contract under this Article. C. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the District may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of the District or the Contract is terminated. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 26 2.32 STATE LICENSE BOARD NOTICE A. Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License Board, P.O. Box 26000, Sacramento, California 95826. 2.33 THIRD PARTY CLAIMS A. Pursuant to Public Contract Code section 9201, the District shall provide the Contractor with timely notification of the receipt of any third-party claims relating to the Contract. The District is entitled to recover reasonable costs incurred in providing such notification. 2.34 DOCUMENT RETENTION & EXAMINATION A. In accordance with Government Code section 8546.7, records of both the District and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment. B. Contractor shall make available to the District any of the Contractor's other documents related to the Project immediately upon request of the District. C. In addition to the State Auditor rights above, the District shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the District, for a period of four (4) years after final payment. 2.35 INTEGRATION A. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents. B. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of the District and Contractor. 2.36 ASSIGNMENT OF CONTRACT A. Contractor shall not assign, transfer, convey, sublet or otherwise dispose of the rights or title of interest of any or all of this contract without the prior written consent of the District. Any assignment or change of Contractor's name of legal entity without the written consent of the District shall be void. Any assignment of money due or to become due under this Contract shall March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 27 be subject to a prior lien for services rendered or material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code. 2.37 ASSIGNMENT OF ANTITRUST ACTIONS A. Pursuant to Public Contract Code section 7103.5, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to the District all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 USC, Section 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this contract or any subcontract. This assignment shall be made and become effective at the time the District tenders final payment to the Contractor, without further acknowledgment by the parties. 2.38 NOTICE OF TAXABLE POSSESSORY INTEREST A. In accordance with Revenue and Taxation Code section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible. 2.39 CONTROLLING LAW A. Notwithstanding any subcontract or other contract with any subcontractor, supplier, or other person or organization performing any part of the Work, this Contract shall be governed by the law of the State of California excluding any choice of law provisions. 2.40 JURISDICTION; VENUE A. Contractor and any subcontractor, supplier, or other person or organization performing any part of the Work agrees that any action or suits at law or in equity arising out of or related to the bidding, award, or performance of the Work shall be maintained in the Superior Court of El Dorado County, California, and expressly consent to the jurisdiction of said court, regardless of residence or domicile, and agree that said court shall be a proper venue for any such action. 2.41 SURVIVAL OF OBLIGATIONS A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 28 2.42 CALIFORNIA AIR RESOURCES BOARD A. Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the regulations imposed by California Air Resources Board ("CARB") including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments ("Regulation"). B. Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor's and its subcontractors' fleets including, without limitation, the Certificates of Reported Compliance ("CRCs"), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days' notice from the District. C. Contractor shall be solely liable for any and all costs associated with compliance with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the District, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation. END OF SECTION March 2026 SECTION 00 72 00 SUT PUMP REPLACEMENT GENERAL CONDITIONS 29 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Modifications and supplements to the general conditions for basic rights, responsibilities and relationships of the parties unique to the Contract. PART 2 DESCRIPTION 2.01 INSURANCE A. The Contractor shall not commence any work until all required insurance has been obtained at its own expense, required submittals delivered to the District, and the submittals reviewed and approved by the District for general conformance with the Contract. The Contractor shall procure and maintain the insurance required under this section for the duration of the Contract, except as otherwise indicated in this Section. The procurement and maintenance of the insurance required by this section is a material element of the Contract and failure to timely procure and/or maintain such insurance shall be a material breach of the Contract. B. Prior to execution of the Contract, the Contractor shall deliver to the District the following: 1. Certificate(s) of Insurance, issued in duplicate, covering all policies. Such certificates shall make explicit reference to each of the provisions and endorsements required in this Section, and shall be signed on behalf of the insurer by an authorized representative; 2. Original endorsements for each policy of insurance required by this section and signed on behalf of the insurer by an authorized representative; 3. Upon request, the District may obtain the policies of insurance. C. The provisions of Section 00 20 00, Part 2.07 B, shall be strictly enforced with regard to the fifteen (15) calendar days limit for furnishing evidence of insurance. D. The Contractor shall not permit any Subcontractor to commence work on this project unless all Subcontractors are included as named Additional Insureds under its insurance policies required by this section or until each Subcontractor has satisfied the Contractor that the Subcontractor has the required insurance in effect. The Contractor shall receive and maintain satisfactory evidence from its Subcontractors that verifies that they are in compliance with these requirements. The Contractor shall continuously maintain such evidence and, upon request, provide copies to the District for review. If the Contractor fails to assure that a Subcontractor has and maintains the required insurance, the Contractor shall be liable for any loss arising out of work under the Contract that would be covered by March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 1 the required insurance of the subcontractor if the Contractor had assured that the subcontractor had maintained the required insurance. E. All insurance required by this section shall be placed with insurance companies authorized by the State of California to transact insurance business in the State of California for the types of insurance required by the Contract. Each insurance company shall have a current A. M. Best Insurance Guide rating of not less than A- NI unless prior written approval is secured from the District as to the use of such insurer, with the following exceptions: 1) Underwriters at Lloyd's of London, which are not rated by A.M. Best. 2) Workers' Compensation which is provided through a State Compensation Insurance Fund or a qualified self-insurer for Workers' Compensation under California law. 3) For liability insurance required under Section 2.01.0.6. (Environmental Liability insurance), insurance requirements shall be placed with insurance companies with a current A.M. Best rating of at least B+:VII. F. The requirements as to the types, limits, deductibles and the District's review and/or approval of insurance coverages to be maintained by the Contractor are not intended to and shall not in any manner limit or qualify the liabilities and obligations assumed by the Contractor under the Contract. Further, the District's review and approval of any deviation, unless specifically stated in writing and signed by the District, shall not release or relieve the Contractor or its Subcontractors from complying with the requirements of this section. G. If any policy of insurance required by this Section includes an "aggregate" limit, the aggregate limit shall be a project-specific limit applicable to work under this Contract only. H. Any policy of insurance required by this Section shall be an "occurrences" policy. I. In addition to any other remedy the District may have, if the Contractor or any of the subcontractors fail to maintain the insurance coverage as required in this Section, the District may obtain such insurance coverage as is not being maintained, in form and amount substantially the same as required herein, and the District may deduct the cost of such insurance from any amounts due or which may become due the Contractor under this Contract. J. In the event the Contractor changes any insurance company(ies) providing the insurance coverage required by this section, the Contractor shall timely resubmit to the District for review and approval, the insurance documents required by this section for each new insurance company providing insurance coverage. The Contractor shall submit such documents at least thirty (30) days prior to the change in any required insurance to enable the District to timely review and approve the insurance coverages provided by such new insurance company(ies). K. Insurance policies providing coverage which contains self-insured retention shall not be acceptable except with the prior written approval of the District regardless of the amount of the self-insured retention. March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 2 L. The premiums paid by the Contractor and/or Subcontractor(s) for the insurance required by this section shall be considered as included in the Contract price for the project and no additional allowance will be made for payment of premiums which may be required to be paid by the Contractor and/or its Subcontractors in order to procure and maintain the requisite insurance coverage. M. (Not Used) N. (Not Used) O. The Contractor shall, at its expense, maintain in effect at all times during the performance or work under the Contract not less than the following coverage and limits of insurance, which shall be maintained with insurers and under forms of policy satisfactory to the District: 1. Worker's Compensation: a. California Workers' Compensation - Insurance to protect the Contractor or its Subcontractor(s) from all claims under California Worker's Compensation and Employer's Liability Acts. Such coverage shall be maintained, in type and amount, in strict compliance with all applicable State and Federal statutes and regulations. The Contractor shall execute a certificate in compliance with Labor Code Section 1861, on the form provided in the Contract Documents. b. The Worker's Compensation policy shall also include the provisions and/or endorsements required in Other Provisions, Part 2.01.O.6.a of this Section. c. Claims Against District- If an injury occurs to any employee of the Contractor or any of the Subcontractors for which the employee or his dependents, in the event of his death, may be entitled to compensation from the District under the provisions of the Acts, or for which compensation is claimed from the District, there will be retained out of the sums due the Contractor under this Contract, an amount sufficient to cover such compensation as fixed by the Acts, until such compensation is paid or it is determined that no compensation is due. If the District is required to pay such compensation, the amount paid will be deducted and retained from such sums due, or to become due the Contractor. d. In the event the Contractor is self-insured, the Contractor shall furnish a Certificate of Permission to Self-Insure by the Department of Industrial Relations Administration of Self-Insurance, Sacramento. 2. General Liability: The insurance shall include, but shall not be limited to, protection against claims arising from death, bodily or personal injury, or damage to property resulting from actions, failures to act, operations or equipment of the insured, or by its employees, agents, consultants, or by anyone directly or indirectly employed by the insured. Coverage shall be at least as broad as "Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 0001" (occurrence). The amount of insurance shall not be less than $5,000,000 combined single limit per occurrence coverage applying to bodily and personal injury and property damage. If the policy contains a general aggregate limit, such limit must be amended to apply separately to the project/location. The general liability insurance coverage shall also include the provisions and/or endorsements required in Other Provisions, Part 2.01.O.6.b of this Section. March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 3 3. Automobile Liability: The insurance shall include, but shall not be limited to, protection against claims arising from death, bodily or personal injury, or damage to property resulting from actions, failures to act, operations, maintenance or use of equipment of the insured, or by its employees, agents, consultants, or by anyone directly or indirectly employed by the insured. Coverage shall be at least as broad as "Insurance Services Office Business Auto Coverage Form CA 0001," symbol 1 (any auto). Use of any symbols other than symbol 1 for liability for corporate/business owned vehicles must be declared to and approved by the District. If there are no owned or leased vehicles, symbols 8 and 9 for non-owned and hired autos shall apply. Personal automobile insurance shall apply if vehicles are individually owned. The amount of insurance shall not be less than $5,000,000 combined single limit per accident coverage for corporate-/business-owned or commercially insured vehicles, including non-owned and hired, applying to bodily and personal injury and property damage. The amount of insurance shall not be less than $500,000 combined single limit per accident coverage for individually-owned vehicles, applying to bodily and personal injury and property damage, or if split limits are used, $250,000 per person, $500,000 each accident, $100,000 property damage. Deductible shall not exceed $20,000. The contractor shall request the District's approval in writing for any deductible exceeding that stated. The automobile liability insurance coverage shall also include the provisions and/or endorsements required in Other Provisions, Part 2.01.O.6.c of this Section. 4. Excess/Umbrella Liability: If the Contractor's primary General Liability and/or Automobile Liability insurance coverage limits requirements are insufficient, the Contractor may provide additional limits with an excess liability and/or umbrella liability insurance policy. This form of insurance will be acceptable only if the primary and excess liability and/or umbrella liability policies provide the required coverages and include the provisions and/or endorsements required for the policies that it supplements, and those required in Other Provisions, Part 2.01.O.6.d of this Section.. 5. Builder's Risk: (Course of Construction) the Contractor shall provide Builder's Risk "All-Risk" Completed Value Insurance and/or Inland Marine All Risk Installation Floater Insurance, as may be applicable, in an amount equal to the Contract price for the entire project which is the subject of the Contract, including completed work and work in progress. This insurance shall be in effect until the work is completed and accepted by the District. This insurance shall cover, including but not limited to, fire, lightning, wind storms, hail, explosion, riot, riot attending a strike, civil commotion, smoke damage, damage by aircraft or vehicles, vandalism and malicious mischief, theft and collapse. The insurance shall be written in a completed form with losses payable to the Contractor and owner, as their interests may appear. The Builder's Risk policy shall also include the provisions and/or endorsements required in Other Provisions, Part 2.01.0.6.e of this Section. 6. Other Provisions: a. The Contractor's Workers Compensation policy shall provide that: 1) Not Used b. The Contractor's General Liability policy shall contain the following provisions: 1) The South Tahoe Public Utility District, the design engineer(s), any independent engineer and its consultants, City of South Lake Tahoe, March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 4 County of El Dorado and each of their officers, elected officials, and employees (including, without limitation permanent, temporary and contract employees) shall be covered as additional insureds as respects liability arising out of the acts or omissions by or on behalf of the Contractor, or premises owned, occupied, or used by the Contractor. The policy shall contain no special limitations on the scope of coverage afforded to the additional insureds. 2) The Contractor's General Liability policy shall be specifically endorsed to name the parties identified in 1) as additional insureds utilizing ISO form CG 20 10 11 85, or both CG 20 10 10 01 and CG 20 37 10 01, or equivalent approved by the District, to provide additional insured coverage. Other versions of ISO forms CG 20 10 and CG 20 37 alone will not be considered equivalent. 3) The Contractor's General Liability policy shall be endorsed to include a waiver of subrogation in favor of the parties named on the "Additional Insured" endorsement. Such waiver of subrogation shall be on ISO Form CG 24 04 10 93 "Waiver of Transfer of Rights of Recovery Against Others to Us" or its equivalent approved by the District. 4) For any claims related to this Contract, the Contractor's insurance coverage shall be primary insurance as respects the parties named on the additional insured endorsement. Any insurance or self- insurance maintained by the additional insureds shall be excess of the Contractor's insurance and shall not contribute with it. The contractor shall supply either an endorsement or policy language demonstrating compliance with this requirement. 5) The Contractor's General Liability insurance policies shall contain an endorsement stating that any aggregate limits shall apply separately to the Work. 6) The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 7) Any failure to comply with the claim reporting provisions of the policies or any breach of a policy warranty shall not affect coverage under the policy applicable to the Additional Insureds. c. The Contractor's Automobile Liability policy shall contain the following provisions: 1) The South Tahoe Public Utility District, the design engineer(s), any independent engineer and its consultants, City of South Lake Tahoe, County of El Dorado and each of their officers, elected officials, and employees (including, without limitation permanent, temporary and contract employees) shall be covered as additional insureds, utilizing ISO form CA 20 48 02/99 Designated Insured, or its equivalent approved by the District. 2) This insurance shall be primary as respects the additional insureds and any other insurance maintained by the additional insureds named above shall be in excess of this insurance and shall not be called upon to contribute in the event of a loss. 3) This insurance includes cross-liability and/or severability of interest and shall apply separately to each insured against whom claim is March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 5 made or suit is brought, except with respect to the limits of the insurer's liability. 4) This insurance, subject to all other terms and conditions, applies to the liability assumed by the Contractor under the terms of the Contract. 5) The insurer waives any and all transfer rights of recovery (subrogation) it may have against the additional insureds named above or any other additional insureds. 6) Any failure to comply with the claim reporting provisions of the policies or any breach of a policy warranty shall not affect coverage under the policy applicable to the Additional Insureds. d. The Contractor's Excess or Umbrella Liability policy shall provide the following provisions: 1) Any insurance maintained by the Additional Insureds, whether primary, excess or otherwise, shall be in excess of the insurance provided by this policy. 2) The policy shall include a Schedule of Underlying Insurance which matches the actual policy numbers and coverage limits in the actual underlying policies, and a total underlying coverage limit plus excess/umbrella limit equal to or greater than the required coverage limit for each type of coverage. The contractor shall request the District's approval in writing for any deductible. 3) Any failure to comply with the claim reporting provisions of the policies or any breach of a policy warranty shall not affect coverage under the policy applicable to the Additional Insureds. e. The Contractor's Builders Risk policy shall contain the following provisions: 1) Coverage is amended to include the South Tahoe Public Utility District as an additional insured and as the loss payee. 2) For any claims related to this Contract, the Contractor's insurance coverage shall be primary insurance as respects the District. Any insurance or self-insurance maintained by the District shall be excess of the Contractor's insurance and shall not contribute with it. 3) The insurer waives any and all transfer rights of recovery (subrogation) it may have against the South Tahoe Public Utility District. 4) Any failure to comply with the claim reporting provisions of the policies or any breach of a policy warranty shall not affect coverage under the policy applicable to the Additional Insureds. f. Each insurance policy shall state that coverage shall not be cancelled by the Contractor or the District, reduced in scope of coverage or in limits, non-renewed, or otherwise materially changed unless the insurer(s) provide thirty (30) days written notice to the District prior to such change. Ten (10) days prior written notice shall be given to the District in the event of cancellation due to nonpayment of premium. P. Tracking and Reporting Job-Related Incidents 1. The Contractor shall report by telephone to the District within twenty-four (24) hours and also provide a written report to the District within fifteen (15) days after the Contractor or any subcontractors or agents have knowledge of any incident involving death of or injury to any person or persons, or damage in March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 6 excess of ten thousand dollars ($10,000) to the Work, property of the District or others, arising out of any work done by or on behalf of the Contractor as part of the Contract. Such report shall contain: a. the date and time of the incident, b. the names and addresses of all persons involved, and c. a description of the incident and the nature and extent of injuries and/or damages. 2. The Contractor and all Subcontractors shall cooperate with the District's independent investigatory efforts and provide the District with related documentation when requested (excluding confidential information restricted by law). 3. If requested, the Contractor shall report to the District their Recordable Incidence Rate (RIR) and Lost Time Incidence Rate (LTIR) at the end of each project. The Contractors' incidence rates shall be calculated in accordance with the following: a. Recordable Incidence Rate (RIR) Number of OSHA Recordable Cases X 200,000* Total hours worked by all employees for the Contract b. Lost Time Incidence Rate (LTIR) Number of Lost Time injuries and illnesses X 200,000* Total hours worked by all employees for the Contract Note: A fatality shall not be considered a Lost Time Case (LTC) and shall not be included in the rate. Furthermore, all work-related fatalities, and all other serious injuries meeting the legal criteria for"reporting", shall be reported immediately to Cal/OSHA as required by law and reported immediately to the District as indicated above. *200,000 is equivalent to the number of work hours worked by 100 full time employees at 40 hours per week/50 weeks per year. 2.02 SUBCONTRACTS A. The attention of the Contractor is directed to the provisions of Public Contract Code section 4100 et seq. regarding subcontracting. B. Each Subcontract shall contain a suitable provision for the suspension or termination should the work be suspended or terminated or should the Subcontractor neglect or fail to conform to every provision of the Contract Documents insofar as such provisions are relevant. No Subcontractor or supplier will be recognized as such, and all persons engaged in work will be considered as employees of the Contractor, and the Contractor will be held responsible for their work, which shall be subject to the provisions of the Contract Documents. The Contractor shall be fully responsible to the District for the acts or omissions of its Subcontractors and of the persons either directly or indirectly employed by the Contractor. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the District. If a legal action, including arbitration and litigation, against the District is initiated by a Subcontractor or Supplier, the Contractor shall reimburse the District for the amount of legal, engineering, and all other expenses incurred by the District in defending itself in said action. March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 7 C. In addition to reviewing certified payroll records, the District and the Engineer reserve the right to audit the Contractor's employment and subcontractor agreements and related documents in order to verify the Contractor's compliance with the provisions of the California Labor Code and the Public Contract Code. D. The Contractor shall bind every subcontractor to the terms of the Contract Document as far as such terms are applicable to subcontractor's portion of the Work, and Contractor shall be responsible to the District for the acts and omissions of its subcontractors. E. Contractor shall perform not less than thirty percent (30%) of the total value of the Work excluding the value of materials and equipment with its own forces (i.e., without subcontracting). The 30 percent requirement shall be understood to refer to monetary value of the Work performed by Contractor, the value of which totals not less than 30 percent of the Contract Price excluding the value of materials and equipment. END OF SECTION March 2026 SECTION 00 73 00 SUT PUMP REPLACEMENT SUPPLEMENTARY CONDITIONS 8 DIVISION 01 SECTION 01 10 00 GENERAL PROJECT REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Description of construction delivered under Contract, separate Contracts and restrictions affecting construction activities. PART 2 SUMMARY OF WORK 2.01 PROJECT DESCRIPTION A. It is the District's intent to: remove and replace the existing submersible pump assembly at the South Upper Truckee Well with a line-shaft vertical turbine pump equipped with stainless steel or fiberglass column pipe and a vertical NEMA motor. The Contractor shall furnish and install all required conduits and wiring for motor protection components, including RTDs and space heaters, in accordance with the Specifications, and shall install a complete pre-lubrication system for the pump. All final electrical terminations and connections shall be performed by the District. 2.02 DEFINITION OF WORK A. The Work to be performed under the Contract Documents shall include the furnishings of all labor, materials, equipment, tools, transportation, and incidentals necessary for the completion of all Work for the SOUTH UPPER TRUCKEE PUMP REPLACEMENT project. 2.03 LOCATION OF PROJECT A. The Work is located within the District boundaries at 3140 Egret Way in Meyers, California. PART 3 WORK RESTRICTIONS 3.01 CONTRACTOR'S USE OF PREMISES A. Contractor access during construction shall be limited to those areas of the site indicated on the Plans. Access to additional areas of the site may be granted to Contractor with approval of the Engineer. B. Contractor access ways, staging areas and materials storage are shown on the Plans. March 2026 SECTION 01 10 00 SUT PUMP REPLACEMENT GENERAL PROJECT REQUIREMENTS 1 C. Safety and security of the Contractor's equipment and materials on District property is the responsibility of the Contractor. D. Contractor's use of premises shall be limited to those activities that are necessary for the completion of the Work, and shall be limited to the Work Hours defined in Part 3.02 E. Overnight storage of equipment on road shoulder within the Right of Way will be allowed if the following requirements are met: 1. Driveways and other entrances or exits from properties are not to be obstructed. 2. A 24 hour contact number is provided to the District in the event that equipment must be moved for any reason. 3. Areas for proposed overnight storage of equipment are digitally photographed in advance by the Contractor and the photographs are provided to the District. 4. Any damage or land disturbance caused by storing of equipment overnight will be repaired on a daily basis by the Contractor at the Contractor's expense. 5. Area's used for overnight storage of equipment will be brought back to conditions equivalent to the pre-project conditions at the contractor's expense. 6. The safety and security of equipment and storage area is the sole responsibility of the Contractor. 3.02 WORK HOURS A. On-site work hours shall be as indicated on the Plans. 3.03 WORK BY OTHERS A. The District, utility companies, and others may be working within the project area while the Work is in progress. If so, the Contractor shall schedule its work, in conjunction with these other persons to minimize mutual interference, to the extent reasonably possible within the time constraints of this Project. B. Others working on associated facilities and probably interfacing with the Contractor at some time during the execution of the work include: 1. Operations and Maintenance personnel of the South Tahoe Public Utility District; 2. El Dorado County C. The Contractor shall cooperate to make the necessary connections at a minimum cost and time delay for all involved. In the event of lack of agreement, the Engineer will determine how and where the interface shall be made and his decision shall be final. March 2026 SECTION 01 10 00 SUT PUMP REPLACEMENT GENERAL PROJECT REQUIREMENTS 2 3.04 USE OF COMPLETED PORTIONS, RIGHT TO OPERATE UNSATISFACTORY EQUIPMENT OR FACILITIES A. The District may, at any time, and from time to time, during the performance of the work, enter the work site for the purpose of installing any necessary work by the District labor or other contracts, and for any other purpose in connection with the installation of facilities. In doing so, the District shall endeavor not to interfere with the Contractor and the Contractor shall not interfere with other work being done by or on behalf of the District. B. If, prior to completion and final acceptance of all the work, the District takes possession of any structure or facility (whether completed or otherwise) comprising a portion of the work with the intent to retain possession (as distinguished from temporary possession contemplating the return to the Contractor) then, while the District is in possession of the same, the Contractor shall be relieved of liability for loss or damage to such structure other than that resulting from the Contractor's fault or negligence. Such taking of possession by the District shall not relieve the Contractor from any provisions of this Contract respecting such structure, other than to the extent specified in the preceding sentence, nor constitute a final acceptance of such structure or facility. C. If, following installation of any equipment or facilities furnished by the Contractor, defects requiring correction by the Contractor are found, the District shall have the right to operate such unsatisfactory equipment or facilities and make reasonable use thereof until the equipment or facilities can be shut down for correction of defects without injury to the District. 3.05 PUBLIC CONVENIENCE A. This section defines the Contractor's responsibility with regard to convenience of the public and public traffic in connection with his operations. B. The Contractor shall so conduct its operations as to offer the least possible obstruction and inconvenience to the public and shall have under construction no greater length or amount of work than can be prosecuted properly with due regard to the rights of the public. C. Unless otherwise provided in the Contract Documents, all public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. D. Spillage resulting from hauling operations along or across any publicly traveled way shall be removed immediately by the Contractor at its expense. E. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners. F. Convenient access to driveways, houses, and buildings along the line of the work shall be maintained and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition. When March 2026 SECTION 01 10 00 SUT PUMP REPLACEMENT GENERAL PROJECT REQUIREMENTS 3 the abutting property owner's access across the right-of-way line is to be eliminated, or to be replaced under the Contract by other access facilities, the existing access shall not be closed until the replacement access facilities are usable. G. Water shall be supplied if ordered by the Engineer for the alleviation or prevention of dust nuisance affecting the public and traffic, as provided in Section 01 50 00, Part 2.06. END OF SECTION March 2026 SECTION 01 10 00 SUT PUMP REPLACEMENT GENERAL PROJECT REQUIREMENTS 4 SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for cash and quantity allowances for products, installation, testing and contingencies. PART 2 PRICE AND PAYMENT PROCEDURES 2.01 PROGRESS PAYMENT A. Progress Payment Spreadsheet. By the first Monday of the month, the District will provide the Contractor a Progress Payment Spreadsheet (Spreadsheet). In consultation with the Engineer (or Engineer's designee), the parties will work collaboratively to determine the estimated bid item quantities (or percentage of work) completed by the Contractor the through the end of the previous month. By close of business on Friday of that week, the Contractor will submit the Spreadsheet, along with such supporting documentation and calculations required by the Contract Documents, to the District. The Engineer will review the Spreadsheet and determine whether the estimated quantities are correct. If the estimated quantities are not correct in the opinion of the District, the Engineer and Contractor will attempt to resolve differences in the estimated quantities. If an agreement cannot be reached for a particular item quantity, the proposed Pay Estimate Package provided to the Contractor will be based on the District's estimated quantity for the item. B. Pay Estimate Package. The District will prepare the proposed Pay Estimate Package and distribute it to the Contractor. Within three (3) calendar days of receiving the proposed Pay Estimate Package, the Contractor shall review the proposed Pay Estimate Package and submit an executed Pay Estimate Package to the District pursuant to Public Contract Code section 20104.50. The Contractor is responsible for the accuracy of the submitted Pay Estimate Package and by submitting the Pay Estimate Package to the District, the Contractor verifies the accuracy of the pay quantities. Upon receipt, the District shall review the Pay Estimate Package to determine whether it is undisputed and suitable for payment. If the Pay Estimate Package is unsuitable for payment, it shall be returned to Contractor as soon as practicable, but not later than seven (7) calendar days after receipt, accompanied by a document setting forth in writing the reasons why the Pay Estimate Package is not proper. The Contractor shall make the necessary corrections and resubmit the Pay Estimate Package within three (3) days of receiving the Pay Estimate Package unsuitable for payment. After receipt of a Pay Estimate Package that is determined by the District to be undisputed and suitable for payment, the Pay Estimate Package will be presented to the District Board of March 2026 SECTION 01 20 00 SUT PUMP REPLACEMENT PRICE AND PAYMENT PROCEDURES 1 Directors for approval at a future Board meeting. The District shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment. Nothing in this section waives any rights or remedies reserved for the District, including, but not limited to, withholding payment of encumbered funds, under this Contract or allowed by law.. C. The payment request may, under separate line item, give consideration to materials on hand as a convenience to the Contractor. Consideration shall only be upon Contractor's request, and shall be presented in a form that is acceptable to the Engineer for counting and tracking materials. Materials on hand will be paid only for materials delivered to the work site, and for which the Contractor provides paid invoices. The Contractor shall be responsible for updating the summary on a monthly basis to zero out items that have been installed in the prior month. D. In reviewing the payment request, the Engineer shall deduct from the amount of the request: 1. amounts due to the District for equipment or materials furnished or services rendered; 2. amounts due to the District under the terms of the Contract; and 3. amounts required to be deducted by federal, state or local governmental authority. E. The Contractor shall submit with each payment request the Contractor's conditional waiver of lien for the entire amount covered by such payment request, in the forms prescribed by California Civil Code §3262. F. The Contractor may, in accordance with the provisions of Public Contract Code section 22300, substitute securities for any monies which the District may withhold to insure performance under the Contract. G. When, in the judgment of the Engineer, the work is not proceeding in accordance with the provisions of the Contract, no pay payment request will be prepared and no payment will be made. H. No payment request or payment shall be considered to be an approval or acceptance of any work, materials, or equipment. Estimated amounts and values of work done and materials and equipment furnished will be conformed with actual amounts and values as they become available in subsequent payment requests, progress payments and the final estimate and payment. All requests and payments will be subject to correction in subsequent and final payment requests and payment. I. No payments made under the Contract, including progress payments and the final payment, shall be evidence of the performance of the Contract, either wholly or in part, and no payment shall be construed to be an acceptance of any defective or incomplete work or improper materials. J. If the validity of a properly filed request for payment by the Contractor is not disputed, payment of the request by the District shall include interest at the rate provided in Subdivision (a) of Section 685.010 of the Code of Civil Procedures if payment has not been made within thirty (30) days after the proper submission of the claim to the District. The District shall review each payment request as soon as March 2026 SECTION 01 20 00 SUT PUMP REPLACEMENT PRICE AND PAYMENT PROCEDURES 2 practicable after receipt for the purpose of determining whether the payment request is a proper payment request. Any payment request determined not to be a proper payment request suitable for payment shall be returned to the Contractor as soon as practicable, but not later than seven (7) days, after receipt. A request returned pursuant to this subsection shall be accompanied by a written explanation of the reasons why the payment request is not proper. The number of days available to the District to make a payment without incurring interest pursuant to this subsection shall be reduced by the number of days by which the District exceeds the seven (7) day return requirement set forth above. 2.02 FINAL PAYMENT A. Final Payment shall be in conformance with the terms set forth Section 01 77 00, Closeout Procedures. END OF SECTION March 2026 SECTION 01 20 00 SUT PUMP REPLACEMENT PRICE AND PAYMENT PROCEDURES 3 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 01 20 00 SUT PUMP REPLACEMENT PRICE AND PAYMENT PROCEDURES 4 SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for the management and coordination of subcontractors and coordination with other Contractors and the District. PART 2 PROJECT MANAGEMENT AND COORDINATION 2.01 RESPONSIBILITY OF CONTRACTOR A. If any part of the Work depends on proper execution or results of the work of others, the Contractor shall inspect and promptly report to the Engineer any apparent discrepancies or defects in such work of others that render it unsuitable for such proper execution and results. Failure of the Contractor to so inspect and report constitutes acceptance of the work of others as fit and proper except as to defects which may develop in the work of others after execution of the Work by the Contractor. 2.02 CONTRACT DOCUMENTS A. The Contractor shall keep one copy of the Contract Documents, Shop Drawings, Change Orders and other modifications in good order, available to the Engineer and his representatives, and convenient to the work site. This set of Contract Documents shall be marked as the project progresses to record the details of all changes made during construction. Contract Drawings shall include schematic depictions of changes, and Specifications shall include redline strikeout of changes to language; showing only reference to related Requests for Information, Shop Drawings or written directive will not suffice. B. During the progress meetings, defined in Part 3.02 below, such documents shall be reviewed to ascertain that all changes have been recorded. C. If the Contractor, in the course of the work, finds any discrepancy between the Contract Documents and the physical condition of the locality, or any errors or omissions in the Contract Documents, or in the layout as given by points and instructions, the Contractor shall follow the procedures outlined in Section 00 72 00, General Conditions. March 2026 SECTION 01 31 00 SUT PUMP REPLACEMENT PROJECT MANAGEMENT AND COORDINATION 1 2.03 SEPARATE CONTRACTS A. The District reserves the right to let other contracts in connection with this work. The Contractor shall afford such other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with the other contractor's work. B. To insure the proper execution of his subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the drawings. 2.04 COOPERATION OF CONTRACTORS A. Should construction be under way by other forces or by other Contractors within or adjacent to the limits of the work specified or should work of any other nature be under way by other forces within or adjacent to said limits, the Contractor shall cooperate with all such other contractors or other forces to the end that any delay or hindrance to their work will be avoided. The right is reserved to perform other or additional work at or near the site (including material sources) at any time, by the use of other forces. B. When two or more contractors are employed on related or adjacent work, each shall conduct its operation in such a manner as not to cause any unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, to persons or property caused to the other by his operations, and for loss caused the other due to its unnecessary delays or failure to finish the work within the time specified for completion. 2.05 COORDINATION OF WORK A. The Contractor shall maintain overall coordination for the execution of the Work. Based on the Construction Schedule prepared in accordance with the Contract Documents, the Contractor shall obtain from each of its subcontractors a similar schedule which shall be integrated into the construction schedule. The Contractor shall then be responsible for all parties maintaining these schedules and coordinating required modifications as approved by the District. 2.06 SUPERINTENDENCE A. Contractor's Representative: The Contractor shall designate in writing before starting work an individual as authorized representative who shall have the authority to represent and act for the Contractor. This authorized representative shall be present at the site of the work at all times while work is actually in progress on the Contract. The Contractor shall not change representatives without the written approval of the Engineer. March 2026 SECTION 01 31 00 SUT PUMP REPLACEMENT PROJECT MANAGEMENT AND COORDINATION 2 B. When work is not in progress and during periods when work is suspended, arrangements acceptable to the Engineer shall be made for the performance and supervision of any emergency work which may be required. C. It is the intent of this section that the Contractor (1) supervise all work, including that of subcontractors, (2) be responsible for the quality and conformance with contract provisions of all work, and (3) maintain responsibility for the actions of subcontractors and suppliers at the job site. The Contractor is solely responsible, at all times, for the superintendence of the work and for its safety and progress. D. Whenever the Contractor or its authorized representative is not present on any particular part of the work where it may be desired to give direction, such direction will be given by the Engineer, which shall be received and obeyed by the superintendent or foreman who may have charge of the particular work in reference to which the orders are given. E. Any order given by the Engineer, not otherwise required by the Contract Documents to be in writing, will on request of the Contractor, be given or confirmed by the Engineer in writing. F. The Contractor shall place on record at the District, and keep current, the name of the Contractor's representative and the phone number at which he can be contacted at such times that he is not at the work site (such as after working hours and on holidays and weekends) to respond to District requests to correct safety and other problems that may arise in connection with the work. 2.07 CHARACTER OF WORKERS A. If any Subcontractor, or person employed by the Contractor or any Subcontractor shall fail or refuse to carry out the directions of the District or its agents or shall appear to the District or its agents to be incompetent or to act in a disorderly, unsafe, or improper manner, that person shall be removed from the project work immediately on the request of the District or its agents, and such person shall not again be employed on the work. Such discharge shall not be the basis for any claim for compensation or damages against the District, or any of its officers or agents. 2.08 SAFETY A. The Contractor shall carefully instruct all personnel working in potentially hazardous work areas as to potential dangers and shall provide such necessary safety equipment and instruction as is necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to electrical work, work involving excavation, and in work involving confined spaces. B. The Contractor shall provide its personnel with additional training to address the following: March 2026 SECTION 01 31 00 SUT PUMP REPLACEMENT PROJECT MANAGEMENT AND COORDINATION 3 C. Contractor shall be required to comply with the District's Lockout/Tagout program and procedures. A copy of the program will be provided to the Contractor prior to the start of work. D. Refer to Section 01 33 00, Submittals Process, for submittals requirements pertaining to project safety. PART 3 PROJECT MEETINGS 3.01 PRECONSTRUCTION CONFERENCE A. Upon receipt of the Notice to Proceed, or at an earlier time if mutually agreeable, the Engineer will arrange a pre-construction conference to be attended by the Contractor's superintendent, the District, the Engineer, or his representative, and representatives of utilities, major subcontractors, and others involved in the execution of the Work. B. The purpose of this conference shall be to establish a working understanding between the parties and to discuss the Construction Schedule prepared in accordance with Section 01 32 00, Part 2.01, shop drawing submittals preparation and processing in accordance with Section 01 33 00, Part 2.02, cost breakdown of major lump sum items, applications for payments and their processing, and such other subjects as may be pertinent for the execution of the Work. 3.02 PROGRESS MEETINGS A. The Contractor shall arrange and conduct progress meetings. These meetings shall be conducted at least once every two (2) weeks and shall be attended by the Contractor's superintendent and representatives of all subcontractors, utilities, and others, that are active in the execution of the Work. The purpose of these meetings shall be to expedite the work of any subcontractor or other organization that is behind schedule, resolve conflicts, and in general coordinate and expedite the execution of the Work. B. The agenda of progress meetings shall include review of progress and schedule, review of payment requests at monthly intervals, review of narrative report, review of the latest Construction Schedule update, and review of the record documents if necessary. END OF SECTION March 2026 SECTION 01 31 00 SUT PUMP REPLACEMENT PROJECT MANAGEMENT AND COORDINATION 4 SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for scheduling, recording and reporting progress. PART 2 SCHEDULING 2.01 PROGRESS SCHEDULE A. The Contractor shall submit within ten (10) days after execution of the Contract a schedule or schedules which shall show the dates at which the Contractor will start and complete several parts. This schedule shall conform to the completion time specified in the Contract. B. The Contractor shall review and, if necessary, revise the progress schedule at least once a month and in any event shall submit a current schedule to the Engineer at his request at any time during the contract period. 2.02 SCHEDULE REVIEW A. The Work and the Construction Schedule shall be reviewed to verify that: 1. Start and finish dates of activities fall within the Contract Time. 2. Durations and progress of all activities are reasonable. B. Items that shall be included (but not limited to) in the schedule: 1. All critical material delivery dates; 2. All critical shop drawings submittal dates; 3. Any requested exceptions from the work restrictions defined in Section 01 10 00, General Project Requirements; and 4. Compliance with the work sequence and constraints set forth in Section 01 73 00, Execution, Part 2.06. C. The CONTRACTOR, in his submitted construction schedule, shall specifically address the requirement to have all work completed by the project completion deadline enforced by TRPA. The submitted schedule will be rejected if it does not establish how the CONTRACTOR proposes to meet this condition. A schedule submitted by the CONTRACTOR and received by the District that calls for the completion of the project before the stipulated project completion deadline, does not change the Contract Time as listed in Part 2.04 of Section 00 72 00. No compensation will be allowed March 2026 SECTION 01 32 00 SUT PUMP REPLACEMENT CONSTRUCTION PROGRESS DOCUMENTATION 1 for required schedule extensions that do not cause the Contract Time as originally stated to change. D. All other scheduling aspects of the installation of the Project shall be addressed by the CONTRACTOR, especially those aspects considered by the CONTRACTOR and/or the OWNER to be critical to the completion of the Project within the stipulated Contract Time as identified in Section 00 72 00, General Conditions, Part 2.04. E. Inclement Weather: In conformance with regulatory requirements and safe working practices, the District has recognized that adverse weather conditions may affect the Contractor's ability to proceed with certain portions of the Work on a given day if, for example, the site is wet or snow covered, or winds are high. The Contract Time established in the contract documents takes into consideration adverse weather conditions, including but not limited to precipitation, wind, and thunderstorms, within the average climatic range. The Contractor's schedule shall allow enough time for these inclement weather events, and shall reflect the following number of weather delay days per month for activities that are potentially impacted by adverse weather conditions: Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 4 4 4 4 3 2 2 2 2 3 4 4 The District does not consider cold temperatures/weather (temperatures below 40 degrees Fahrenheit) to be an inclement weather event, and cautions the Contractor that cold weather may occur at any time of year. It is the responsibility of the Contractor to account for extended periods of cold weather in the project schedule, and to implement controls to allow work to continue during periods of cold weather at no additional cost to the District. The District will not consider claims for additional cost due to delays caused by cold weather, because of a failure by the Contractor to implement necessary controls. F. The receipt or approval of any schedules by the District shall not in any way relieve the Contractor of its obligations under the Contract. 2.03 REVISIONS TO CONSTRUCTION SCHEDULE A. The Contractor shall submit a revised Construction Schedule within five (5) days of the occurrence of any of the following: 1. When delay in completion of any activity or group of activities indicates an overrun of the Contract time or control point requirement, by thirty (30) working days or ten percent (10 percent) of the remaining duration, whichever is less. 2. Delays in submittals, deliveries, or work stoppages are encountered which make replanning or rescheduling of the work necessary. March 2026 SECTION 01 32 00 SUT PUMP REPLACEMENT CONSTRUCTION PROGRESS DOCUMENTATION 2 3. The Schedule does not represent the actual prosecution and progress of the project as being performed in the field. B. Acceptance of the revised Construction Schedule and all supporting data is contingent upon compliance with other related requirements in the Contract Documents and any other prior agreements or requirements with or by the Engineer. C. The cost of revisions to the Construction Schedule resulting from Contract changes will be included in the cost for the change in the Work, and will be based on the complexity of the revision or Change Order, hours expended in analyzing the change, and the total cost of the change. D. The cost of revision to the Construction Schedule not resulting from authorized changes in the Work shall be the responsibility of the Contractor. END OF SECTION March 2026 SECTION 01 32 00 SUT PUMP REPLACEMENT CONSTRUCTION PROGRESS DOCUMENTATION 3 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 01 32 00 SUT PUMP REPLACEMENT CONSTRUCTION PROGRESS DOCUMENTATION 4 SECTION 01 32 20 WEB-BASED CONSTRUCTION DOCUMENT MANAGEMENT PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Procedures and requirements for managing construction documentation and submittals for the Work. 2. Responsibilities of the Contractor and the District for the management of construction documentation and submittals. B. The District and Contractor shall utilize Procore Technologies, Procore Construction Software (Procore) system for electronic submittal and tracking of all data and documents (unless specified otherwise by the District's representative) throughout the duration of the Contract. 1. Procore is a web-based electronic media service hosted by Procore Technologies utilizing their Procore web solution. 2. Procore will be paid for by the District, and the District will maintain the Service Agreement with Procore. 3. Procore will be made available to the Contractor, their personnel, subcontractor personnel, suppliers, and consultants. 4. The joint use of this system is to facilitate electronic exchange of information, automation of key processes, and overall management of Contract Documentation. 5. Procore shall be the primary means of project information submission and management for the project. C. The intent of utilizing a web based construction management application is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non- productive activities, reducing rework and decreasing turnaround times. 1.02 DEFINITIONS A. "Copy" or "Copies" shall refer to electronic copies unless a hard copy is specified. Where a hard copy is specified, both electronic and paper versions shall be submitted. 1.03 USER ACCESS LIMITATIONS A. The Engineer will control the Contractor's access to Procore by allowing access and assigning user profiles to accept Contractor personnel. B. User profiles will define levels of access into the system and determine assigned function-based authorizations and user privileges. March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 1 C. Subcontractors and suppliers will be given access to Procore by and through the Contractor. Entry of information exchanged and transferred on Procore between the Contractor and its subcontractors, suppliers and consultants shall be the responsibility of the Contractor. 1.04 JOINT OWNERSHIP OF DATA A. Data entered in a collaborative mode (ie., entered with the intent to share as determined by permissions and workflows within the Procore system) by the District and the Contractor shall be jointly owned. 1.05 AUTOMATED SYSTEM NOTIFICATION AND AUDIT LOG TRACKING A. Review comments made (or lack thereof) by the District on Contractor- submitted documentation shall not be interpreted as changes to the Contract nor shall they relieve the Contractor from compliance with the Contract Documents. B. As discussed elsewhere in these Contract Documents, the Contractor is responsible for managing, tracking and documenting the Work to comply with the requirements of the Contract Documents. C. The District's acceptance via automated system notifications or audit logs extends only to the face value of the submitted documentation, and does not constitute validation of the Contractor's submitted documentation. D. In compliance with Public Contract Code §1601, Procore provides both (1) automatic transmission of receipts confirming that documents submitted by Contractor have been received by the District, and (2) an electronic online record of the history of transmission and receipt of each document submitted by the Contractor. 1.06 SUBMITTALS A. See Section 01 33 00 for submittal requirements. B. Preconstruction submittals: 1. Contractor shall provide a list of personnel responsible for Procore administration within one week following the Notice to Proceed. 2. The list shall include key personnel's roles and responsibilities, including email addresses. Contractor should also identify the corporations' system administrator on the list. 1.07 COMPUTER SYSTEM REQUIREMENTS A. The Contractor shall use computer hardware and software that meets the requirements of the Procore system, as recommended by Procore Technologies, to access and utilize Procore. As recommendations are modified by Procore, the Contractor shall upgrade their system(s) to meet or exceed the recommendations. The cost to procure or upgrade the Contractor's computer systems to meet Procore requirements shall be the March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 2 responsibility of the Contractor, and will not be considered a justifiable basis for cost or time modification to the Contract. B. The Contractor shall be responsible for providing connectivity to the Procore system through DSL, cable, T-1 or wireless communication systems at no additional cost to the District. If connectivity is to be established at the Site, the means of connection shall be acceptable to the District. The minimum bandwidth requirement for using the system is 25 mb/s. It is recommended that a faster connection be used when uploading pictures and files into the system. C. Procore is web based and supports the current versions of Google Chrome, Mozilla Firefox, Microsoft Edge, and Apple Safari. Older versions may be supported, however the newest versions will provide the best experience. D. Procore provides a mobile application (app) for both iOS and Android devices. 1. The mobile app is expected to be utilized by District and Contractor representatives on-site. The iOS app currently supports iOS 17.1 and 18 and iOS or iPad OS devices which support these software versions. The Android app supports Android 13 and newer versions. 2. While compatibility is based on software requirements, the user experience will be impacted by the mobile hardware being utilized. Procore recommends devices be replaced every 2-3 years to keep up with the demands of up-to-date software requirements. Procore also recommends a minimum of 64 GB of free storage including 5-10 GB of free storage per project on each device. 3. Devices may not be Jailbroken or Rooted as these processes significantly compromise the security of the data on the device. E. The Contractor shall ensure that PDF files are compatible with Adobe Acrobat 9.0 or later. Vector PDF shall be used for all drawing files and as often as possible for all PDF files. 1.08 CONTRACTOR RESPONSIBILITY A. The Contractor shall be responsible for the validity of their information placed in Procore and for the abilities of their personnel. B. Accepted users shall be knowledgeable in the use of computers, including internet browsers, email programs, CAD drawing applications, and Portable Document Format (pdf) document distribution program. C. The Contractor shall utilize the existing forms in Procore to the maximum extent possible. If a required form does not exist in Procore, the Contractor must include a form of their own or provided by the District as an attachment to a submittal or other document. D. PDF documents will be created through electronic conversion rather than optically scanned, whenever possible. If optically scanned, the document shall be converted through an OCR (Optical Character Reader) so that all March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 3 documents are searchable. The Contractor is responsible for the training of their personnel in the use of Procore and the other programs indicated above, as needed. Lack of training will not be considered a justifiable basis for cost or time modification to the Contract. E. User Access Administration 1. The Contractor shall provide a list of key project personnel for the District's review and acceptance. 2. Each user must have a unique email address. 3. The Contractor is responsible for adding users to the project directory, as appropriate. The Contractor will be given permission to add personnel to Procore. The Contractor will be responsible for managing the permissions of each user they add to the Directory. 4. The District reserves the right to perform a security check on all potential users. 5. There is no limit to the number of users which may be added to the Directory and given access to Procore. 6. The Contractor may add Subcontractor companies to the project directory and provide access to Procore tools for subcontractor use. The Contractor is responsible for managing the workflow of their Subcontractors. 1.09 CONNECTIVITY PROBLEMS A. Procore is a web-based environment and, therefore, subject to the inherent speed and connectivity problems of the internet. The Contractor is responsible for its own connectivity to the internet. Procore response time is dependent on the Contractor's equipment, including processor speed, internet access speed, etc., and current traffic on the internet. The District will not be liable for any delays associated from the usage of Procore including, but not limited: slow response time, down time periods, connectivity problems, or loss of information. The Contractor will ensure that they maintain connectivity to the Procore system (whether at the home office or project site). Under no circumstances shall the usage of Procore be grounds for a time extension or cost adjustment to the Contract. 1.10 TRAINING A. Procore training is provided at no cost at https://learn.procore.com/. The training is self-paced learning through videos and interactive web pages. The Contractor Project Manager is expected to complete the Project Management Certification at a minimum; this course is approximately 3 hours. The Quality & Safety (1-2 hours) and Financial Management (3-4 hours) are also recommended for complex projects. Contractor Superintendents are expected to complete the Superintendent Certification at a minimum; this course is approximately 3.5 hours. Specific Procore tool trainings are also available. B. Contractor shall arrange and pay for the facilities and hardware/software required to facilitate all training. March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 4 PART 2 PRODUCTS 2.01 DESCRIPTION A. Procore project management application (no equal) provided by Procore Technologies at: https://www.procore.com/ 2.02 SOFTWARE CAPABILITIES A. It is intended that the contractor utilize the following capabilities of the Procore Software. Some functions will be initiated by District staff or their representatives, other functions will be initiated by the Contractor and/or their Subcontractors. B. Directory 1. Provides a directory of all team member's contact information that is accessible from web and mobile. C. Dashboards 1. Provides a dashboard that shows the status of all currently assigned items with drill down capability to see the subject, assignee and due date of each item. D. Drawings 1. Provides access to a system maintained current set of drawings on web and mobile, with access to all previous revisions as well. 2. Provides automatic hyperlinking capability for detail callouts. 3. Provides drawing markup capabilities on web and mobile. 4. Provides ability to link RFIs, Submittals, Punchlist Items, Photos and Project Documents to the drawings. 5. Drawing Markups are carried forward when new revisions are uploaded. 6. Markups and linked documentation are able to be public or private. E. Specifications 1. Provides ability to upload project specifications and manage them at the individual specification level. 2. Provides ability to view and search specifications on web and mobile. 3. Provides ability to upload revisions to individual specifications and maintain all revision history. 4. Provides an auto-generated current specification log that provides access to the current version of each specification. 5. Provides ability to link specifications to submittals and view the specification from the submittal. F. Schedule 1. Provides ability to display schedules from typical scheduling software such as Microsoft Project, Primavera P3, Primavera P6 or Asta Powerproject. March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 5 G. Requests for Information (RFIs) 1. Provides ability to create RFIs with assignees, due dates and attachments. 2. Provides ability for assignees to respond to RFIs both via the software and by responding to the system generated email. 3. Provides an auto-generated log of all RFIs. H. Submittals 1. Provides ability to upload a submittal register of all expected submittals. 2. Provides ability to create multi-step approval workflows for submittals, with reminder notifications for the current assignee. 3. Provides the ability to upload any file type without size restrictions. 4. Provides an auto-generated submittal log. I. Documents 1. Provides a storage location for miscellaneous project documents. 2. There is no file size storage limit. 3. Provides download tracking. 4. Provides the ability to revise and check out files, with access to all previous revisions. J. Financial Management 1. Provides ability to manage contracts, payment applications, change events, and change orders through the software. K. Meetings 1. Provides ability to create, edit and view meeting minutes from web and mobile. 2. Provides ability to create action items with assignees and due dates from a meeting item. L. Daily Log 1. Provides daily log entry from web and mobile with automatic capture of daily weather conditions. 2. Provides ability to attach photographs to entries directly from mobile. M. Photos 1. Provides ability to upload and view photos from web and mobile. 2. Provides ability to markup photos from mobile to clarify anything important in the photo. 3. Provides ability to link photos to specific locations on drawings. N. Inspections 1. Provides ability to create inspections from web and mobile. 2. Provides ability to create a deficiency item from an inspection that can be assigned and tracked to completion. O. Deficiency Tracking March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 6 1. Provides a means for recording, assigning and confirming completion of any deficiency or observation noted during the course of construction. P. Punchlist 1. Provides ability to create punchlist items from web and mobile and link them to specific locations on the drawings. 2. Provides ability to distribute punchlist items to all contractors, for contractors to mark them as resolved with photographic proof of resolution via mobile, and for the items to be marked as complete via mobile or web. PART 3 EXECUTION 3.01 PROCORE UTILIZATION A. Procore shall be utilized in connection with all document and information management required by these Contract Documents. Documents and information to be submitted electronically include, but are not limited to, the documents described in Part 3.02 below. B. Procore shall be utilized for on-site documentation of construction activities including, but not limited to, the activities described in Part 3.03 below. C. Procore shall be utilized for Schedule and Meetings management including, but not limited to, the activities described in Part 3.04 below. D. Procore shall be utilized for all financial documentation required by the contract including, but not limited to, the activities described in Part 3.05 below. 3.02 SUBMITTALS A. Shop Drawings 1. Shop drawing and design data documents shall be submitted as PDF attachments to the Procore submittal workflow process and form. Examples of shop drawings include, but are not limited to: a. All shop drawings identified in Section 01 33 00, Part 2.03. b. Standard manufacturer installation drawings. c. Drawings prepared to illustrate portions of the work designed or developed by the Contractor. d. Steel fabrication, piece, and erection drawings. e. Electrical interconnection drawings. B. Product Data 1. Product data shall be submitted as PDF attachment to the Procore submittal workflow process and form. Examples of product data include, but are not limited to: a. All product data identified in Section 01 33 00, Part 2.03. b. Manufacturer's printed literature. March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 7 c. Preprinted product specification data and installation instructions. d. Made in America Certification, if required by Contract. C. Samples 1. Sample submittals shall be physically submitted as specified in Section 01 33 00, Part 2.04. Contractor shall enter submittal data information into Procore with a copy of the submittal form(s) attached to the sample. Photographs of the samples shall be attached to the submittal in Procore. Examples of samples include, but are not limited to: a. Product finishes and color selection samples. b. Product finishes and color verification samples. c. Finish/color boards. d. Physical samples of materials, including soil samples. D. Administrative Submittals 1. All correspondence and pre-construction submittals shall be submitted using Procore. Examples of administrative submittals include, but are not limited to: a. Permits b. Lists of project personnel and contact information c. Project schedule and progress schedules, as required in Section 01 32 00 and Part 3.02.D.2, below. d. Requests for Information (RFI) e. Shut-down Requests and Demolition Requests f. Evidence of qualifications 2. Network Analysis Schedules and associated reports and updates. Each schedule submittal specified in these Contract Documents shall be submitted as a native backed-up file of the scheduling program being used. The schedule shall also be posted as a PDF file. 3. Plans for safety, demolition, environmental protection, and similar activities, as identified in Section 01 33 00, Part 2.06, and elsewhere in these Contract Documents. 4. Any general correspondence submitted. E. Compliance Submittals 1. Test reports, certificates and manufacturer field report submittals shall be submitted on Procore as PDF attachments. Examples of compliance submittals include, but are not limited to: a. Certificates of Compliance, as identified in Section 01 33 00, Part 2.05 b. Field test reports c. Quality control certifications d. Manufacturers documentation and certifications for quality of products and materials provided F. Record and Closeout Submittals 1. Operations and maintenance data closeout submittals shall be submitted on Procore as PDF documents during the approval and review stage as specified, with hard copy sets of documents submitted for final. Examples of record submittals include, but are not limited to: a. Preventive Maintenance Forms March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 8 b. O&M Manuals, as identified in Section 01 33 00, Part 2.07 c. Extra materials, Spare Stock, etc.: Submittal forms shall indicate when actual materials are submitted. Photos of spare parts shall be attached to the submittal in Procore. 2. Other Closeout submittals a. Contractor red-line markups (in both pdf and editable form). b. Contractor photographs. c. Survey data (in both pdf and editable form). 3.03 CONSTRUCTION ACTIVITY DOCUMENTATION A. Daily Logs 1. Daily Logs will be utilized by District staff and their assignees to record daily construction activities. These logs will be available for the Contractor to view, but will be owned by the District. B. Photos 1. The Photos tool can be utilized by both District and Contractor staff. This tool is intended to document the work in progress. 2. Contractor shall coordinate with District representatives to classify photos into Albums and tag Locations and Trades as appropriate. 3. Photos can be taken directly in the Procore mobile application. C. Observations 1. District representative will utilize the Observations tool to track specific events, quality, safety, warranty, or environmental concerns. 2. District representatives may assign observations to Contractor staff to address. Contractor shall address identified issues and respond in Procore with comments as appropriate, and update the Status to Ready to Review once addressed. D. Punch List 1. District representative or Contractor will add items to the Pump List and add Assignees. 2. District representative will typically assign items to the Contractor and it will be the responsibility of the Contractor to add Subcontractor Assignees when needed. 3. Contractor shall mark items as Ready for Review once completed and District representative will Resolve and Close each item. 3.04 SCHEDULING AND MEETINGS A. Schedule 1. The Contractor shall utilize Procore's Schedule tool to provide and update the Master Schedule in accordance with specification section 01 32 00 — Construction Progress Documentation. 2. Procore supports importing MPP, MPX, XER, PP, XML, PPX, and other files. Visit https://support.procore.com/for additional details. 1) The Master Schedule will be a Read-Only project schedule. 2) Updating the Master Schedule requires updates be made in an external application and imported into Procore. March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 9 3. Lookahead Schedules shall be prepared to show a detailed schedule encompassing the upcoming three-to-six-week period. a. Lookahead Schedules will be generated from the Master Schedule. b. Lookahead schedules shall be prepared at a minimum interval of every two weeks during periods of active construction activity. B. Meetings 1. The Meetings tool shall be used to schedule construction progress meetings in in accordance with specification section 01 31 00 — Project Management and Coordination. 2. The Meetings tool shall be used to create agenda items which may be assigned to Procore users. 3. Meeting Minutes shall be recorded within this tool. 3.05 FINANCIAL MANAGEMENT A. Commitments 1. The District's Contract Specialist will create the Project Commitment for the Contract. a. For Lump Sum contracts (contracts where the majority of bid items are Lump Sum as opposed to Unit Price), the Contractor will be required to enter a Schedule of Values to further break down each Lump Sum bid item. b. For Unit Price contracts, the unit prices provided in the bid will be utilized for tracking progress and payment. 2. Change Events, Change Orders, RFQs (Requests for Quotations), and Invoices will be tied to the Commitment B. Change Events 1. Change Events shall be used to track all changes to the contract including, but not limited to, no-cost changes, contract change requests, additional work tracked on a time and material basis, and requests for changes to the Contract Time. 2. Change Events may be initiated by the District or the Contractor. 3. Additional or reduced costs shall be provided by the Contractor using the RFQ (Request for Quote) tool. C. Change Orders 1. Upon review and approval of Change Events, the District will create a Change Order including one or more Change Events. The District will route the Change Order to the Contractor for review and approval within the Procore Workflow. Upon Contractor approval, the District will route for internal review prior to finalizing. 2. Once the Change Order has been approved by the District's internal staff, it will be presented to the District's Board of Directors for approval. 3. Once the Board of Directors has approved a Change Order, the PDF document will be routed for electronic signature using Adobe Sign. 4. Once the Change Order Document is fully executed, the document will be copied into Procore and the Change Order will be Approved and March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 10 added to the Commitment, allowing for payment to be requested on Invoices. D. Invoicing 1. Applications for Payment will be submitted by the Contractor by utilizing the Invoicing Tool. 2. The District's Contract Specialist will create the monthly Billing Periods. 3. The Contractor will create and submit invoices for approval in accordance with specification section 01 20 00 — Price and Payment Procedures. 4. District representatives will review and Return or Approve the submitted invoice. Comments will be tracked using the associated Workflow. 5. The PDF document will be prepared by the District's Contracts Specialist routed for electronic signature using Adobe Sign and the executed document will be copied into Procore. 3.06 CORRESPONDENCE A. The Correspondence tool allows for custom tools to be created for common project correspondence items when an existing Procore tool is not available. B. Certified Payroll Reports 1. When Certified Payroll Reports (CPR) are required to be submitted to the District, the Contractor shall utilize the Correspondence tool. 2. Each CPR shall include the Start and End date of the week being submitted. 3. For each CPR Correspondence, there is a separate attachment area for General Contractor reports and Subcontractor reports. a. The attachment filename shall include the contractor or subcontractor company name as well as any unique identifiers such as CPR number and/or date. b. Multiple subcontractor reports can be submitted on the same Correspondence item but must be separate file attachments. 4. CPRs may be returned to the Contractor if revisions and resubmittal are required. END OF SECTION March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 11 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 01 32 20 SUTVTP WEB-BASED CONSTRUCTION DOCUMENT MGMT 12 SECTION 01 33 00 SUBMITTALS PROCESS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for processing of submittals during the construction stage. 2. The requirements of this Section are in addition to the requirements for individual materials and equipment stated elsewhere in these Contract Documents. PART 2 SUBMITTAL PROCEDURES 2.01 GENERAL INSTRUCTIONS FOR SUBMITTALS A. The Contractor shall submit to the Engineer such schedules, reports, drawings, lists, literature samples, instructions, directions, and guarantees as are specified or reasonably required for construction, operation, and maintenance of the Work in ample time for each to serve its purpose and function. All submittals shall be provided to the District within the time necessary to allow District review, to allow resubmittal and second review, if necessary, and to avoid delays in the work. B. Further, the Contractor must submit to the District for approval, any land use agreements between the Contractor and private property owners that affect the project. C. Each type of product shall have a separate submittal. For example, waterline pipe, sewer pipe, valves, aggregate base, and manholes will each require a submittal. D. Submittals shall be reviewed and approved using Procore. For convenience, the District will create the required submittals upon project creation. The Contractor shall supply all submittals required by the Specifications regardless of whether they are initiated by the District. E. Where product data from a manufacturer is submitted, clearly mark which model is proposed, with all pertinent data, capacities, clearances, diagrams, controls, connections, anchorage, and supports. Present a sufficient level of detail for assessment of compliance with contract documents. F. Each submittal will be assigned a unique number in Procore. The submittal numbers shall be clearly noted on the transmittal. G. Resubmittals of submittals will be reviewed and returned in the same review period as for the original submittal. It is considered reasonable that the Contractor shall make a complete and acceptable submittal by the second submission of a submittal March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 1 item. The District reserves the right to withhold monies due to the Contractor to cover additional costs of any review beyond the second submittal. H. The drawings, lists, prints, specifications, samples, and other data required as project submittals and described herein shall become a part of the Contract Documents, and a copy of the same shall be kept with the job site Contract Documents, and the fabrications furnished shall be in conformance with the same. However, the Engineer's review of the above drawings, lists, prints, specifications, samples, or other data shall in no way release the Contractor from its responsibility for the proper completion of the requirements of this Contract nor for fulfilling the purpose of the installation nor from Contractor's liability to replace the same, should it prove defective or fail to meet the specified requirements. 2.02 CRITICAL EQUIPMENT SUBMITTALS A. The Contractor shall make shop drawing submittals to the Engineer in a timely manner for the Work to be completed within the specified Contract time. No contract extensions will be granted based solely on submittal review time. B. Critical equipment requiring early submittal for completion of the project include (but are not limited to): 1. Vertical Turbine Pump 2. Vertical Motor C. Requests for substitution of critical equipment shall be made within 14 days after the Contract is signed. 2.03 SHOP DRAWINGS A. The Plans & Specifications shall be supplemented by such shop drawings prepared by the Contractor as are necessary to adequately control the work. Shop Drawings, layout diagrams, catalog data, test reports and information in sufficient detail to show complete compliance with all specified requirements shall be furnished to the Engineer covering, without limitation, the items included in the Materials and Equipment List. B. The Contractor, at its own expense, shall make such changes in the required drawings as may be necessary to conform to the Contract Documents. After completion of such review, verification, and revising, the Contractor shall stamp and sign the drawings indicating his approval and submit the Shop Drawings and pertinent data to the Engineer for review. C. In addition, if the Contractor submits shop drawings of equipment by manufacturers other than those listed in the specifications, provide the following information with the submittal: 1. The name and address of at least three companies or agencies that are currently using the equipment. 2. The name and telephone number of at least one person at each of the above companies or agencies whom the Engineer may contact. March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 2 3. A description of the equipment that was installed at the above locations. The description shall be in sufficient detail to allow the Engineer to compare it with the equipment that is proposed to be installed with this project. D. Prior to the Engineer's review of such drawings, any work which the Contractor may perform on the fabrications covered by the drawings shall be at Contractor's own risk and the District will not be responsible for any expenses or delays incurred by the Contractor for changes to make the drawings conform to the Contract Documents. E. Unless otherwise indicated elsewhere in these Contract Documents, Shop drawings and data shall be submitted to the Engineer with sufficient number as will allow the Engineer to retain four (4) copies of each submittal. The submittal shall clearly indicate the specific area of the Contract Documents for which the submittal is made. Any additional copies received by the Engineer will be returned to the Contractor's representative at the job site. The Engineer's notations of the actions taken will be noted on the returned copies F. Unless otherwise stated, the ENGINEER shall have fourteen (14) days from the date of receipt of shop drawings for review. No changes shall be made by the CONTRACTOR in any shop drawings after they have been reviewed and accepted by the ENGINEER. H. CONTRACTOR agrees that shop drawings processed by the ENGINEER are not Contract Change Orders; that the purpose of shop drawings submitted by the CONTRACTOR is to demonstrate to the ENGINEER that the CONTRACTOR understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and by detailing the fabrication methods he intends to use.lt is expressly understood, however, that favorable review of the CONTRACTOR's shop drawings shall not relieve the CONTRACTOR of any responsibility for accuracy of dimensions and details, or for mutual agreements of dimensions and details. It is mutually agreed that the CONTRACTOR shall be responsible for agreement and conformity of his shop drawings with the Specifications. CONTRACTOR further agrees that if deviations, discrepancies, or conflicts between shop drawings and Specifications are discovered either prior to or after shop drawings are processed by the ENGINEER, the Specifications shall control and shall be followed. Full compensation for furnishing all shop drawings shall be considered as included in the prices paid for the Contract items of work to which such drawings relate and no additional compensation will be allowed therefor. Any cost related to the ENGINEER's review of any particular set of shop drawings more than twice, due to incompleteness or unacceptability, shall be borne by the CONTRACTOR, and the DISTRICT reserves the right to withhold such costs from payments due the CONTRACTOR. 2.04 SAMPLES A. Representative preliminary samples of the character and quality prescribed shall be submitted by the Contractor or supplier in sufficient quantities or amounts for testing or examination, without additional charge. March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 3 B. No material shall be used until the Engineer has had the opportunity to test or examine such materials. Samples will be secured and tested whenever necessary to determine the quality of the material. Samples and test specimens prepared at the job site, such as concrete test cylinders, shall be taken or prepared by the Engineer in the presence and with the assistance of the Contractor. C. Testing of samples shall be in conformance with the requirements of Part 2.04 of Section 01 43 00, Quality Assurance. 2.05 CERTIFICATE OF COMPLIANCE A. A Certificate of Compliance shall be furnished prior to the use of any materials for which the Contract Documents require that such a certificate be furnished. In addition, when so authorized in the Contract Documents, the Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Contract. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the Certificate. The Certificate of Compliance shall be in a form approved and prepared by the District. B. All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection, whether in place or not. In the event of rejection, the Contractor shall remove the rejected materials, at its cost, and replace them with conforming materials. C. The District reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance. D. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. 2.06 SAFETY SUBMITTALS A. Shoring and Trench Safety Plan - Attention is directed to Section 832 of the Civil Code of the State of California relating to lateral and subjacent support, and the Contractor shall conduct its operations and act in such a manner in order to ensure compliance with this law. In accordance with Section 6705 of the State Labor Code, the Contractor shall submit to the District specific plans to show details of provisions for worker protection from caving ground. The Contractor shall furnish to the Engineer working drawings of the Contractor's trench safety plan, which must be accepted not less than fifteen (15) days before beginning excavation for any trench or trenches five (5) feet or more in depth required under this Contract. The trench safety plan working drawings shall be detailed plans showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 4 hazard of caving ground. If such plan varies from the shoring system standards established by the Construction Safety Orders of the California Occupational Safety and Health Administration or the Federal safety standards of the Department of Health, Education and Welfare, the plan shall be prepared by a registered civil or structural engineer. In no event shall the Contractor use a shoring, sloping, or protective system less effective than that required by said Construction Safety Orders, or less effective than that required by said Federal Safety Standards. Submission of this plan in no way relieves the Contractor from the requirement to maintain safety in all operations performed by him or his Subcontractors. B. In accordance with General Industry Safety Orders, Article 108 (Title 8, California Code of Regulations, Section 5156 et seq.), the Contractor shall submit to the District their program plan for controlling, and, where appropriate, for protecting employees from, confined space hazards and for regulating employee entry into confined spaces. 2.07 OPERATIONS AND MAINTENANCE MANUALS A. Submit electronic copies of completed Preventive Maintenance and Operating Requirement form only, summarizing the manufacturer's maintenance instructions and recommendations for the following equipment/materials supplied for the project: 1. Vertical Turbine Pump 2. Motor A blank data sheet and a sample data sheet are attached to this Section. B. Submit four paper copies and one electronic copy of all manufacturer's operation and maintenance (O&M) manuals and data for the following equipment: 1. Vertical Turbine Pump 2. Motor 3. Solenoid Valves 4. RTDs 5. Motor Space Heater Prepare and organize the material in three-ring binders with divider tabs and labels. Include a table of contents. C. O&M manuals shall include: 1. A list of equipment furnished for Project with name, address, and telephone numbers of equipment furnished; 2. A list of serial numbers of equipment furnished; 3. A copy of shop drawings for mechanical, electrical, and instrument equipment in final form; 4. Complete operating and maintenance instructions for each and every item of equipment, setting forth in detail and step-by-step the procedure for starting, stopping, operating, and maintaining the system as installed; 5. Any test reports required by the Specifications; 6. A schedule of recommended maintenance intervals; 7. Complete parts list of replaceable parts, their part numbers, and the name and address of their nearest vendor. March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 5 8. Tabulation of motor nameplate horsepower, nameplate current, field-measured current, overload relay setting, and catalog number for polyphase motors, if applicable. 9. A list of fuses, lamps, seals, and other expendable equipment and devices, if applicable. Specify size, type and ordering description. List name, address, e- mail address, fax number and telephone number of vendor. 10. With each O&M submittal, the Contractor shall also submit a completed Preventive Maintenance and Operating Requirement sheet, summarizing the manufacturer's maintenance instructions and recommendations. A blank data sheet and a sample data sheet are attached to this Section. D. O&M Manuals specified herein are in addition to any operation, maintenance or installation instructions required by the Contractor to install, test and start up equipment. 2.08 PROJECT REDLINES A. Periodically during the project, the Contractor shall submit to the District for review and comment, a copy of the Contract Documents, or relevant portions thereof, marked to identify all changes made during construction, as directed in Section 013100, Part 2.02. The Contract Documents shall be marked to show in explicit detail all modifications and changes to the Contract requirements. It will not be sufficient for the Contractor to simply reference a separate written document; the details of the change must be shown on the working set of the Contract Documents. The Contractor shall submit these documents in the manner directed in Part 2.03 of this Section. B. The District may require the Contractor to submit redlines for review within five (5) business days when any of the following occur: 1. At the completion of a particular phase of work; 2. At the completion of a particular discipline of work; 3. At the completion of a particular structure; and 4. Any time it is requested by the Engineer. Project-specific requirements for timing of redline submittals will be established at the pre-construction meeting. C. At the completion of the Project the redlines, with review comments provided by the District, shall be submitted as the Contract Record Documents in accordance with Section 017700, Part 2.06 within fifteen (15) days of completion of the Work. March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 6 Preventive Maintenance and Operating Requirement Sheets Preventive Maintenance Program Equipment Record Number EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA Name: Size: Tag No: Serial No. : Model: Vendor: Vendor Address: Type: Mfr. : Vendor Rep: Voltage: Amps : Phone: Phase: rpm: Warranty Period: Install Date: Asset Life Expectancy: Initial Meter Reading: 1 . Units: 2 . Units: Other equip. info: Maintenance Work to be Done Frequency* *D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly; S - Semiannually; A - Annually. March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 7 Preventive Maintenance and Operating Requirement Sheets OPERATING REQUIREMENTS AND REFERENCE PARTS LIST Description Replaceable? PERFORMANCE CRITERIA* * including, but not limited to vibration tolerances, alignment limits, and heat generation limits March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 8 SAMPLE Preventive Maintenance and Operating Requirement Sheets Preventive Maintenance Program Equipment Record Number EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA Name: Influent Pump No. 1 Size: 15 hp Tag No. : P01 Serial No. : 123456ABC Model: 140T Frame Serial No. 987654ZY Vendor: ABC Pump Co. Class F Insulation W/Space Heater Vendor Address: Type: 1111 Pump Circle Newport Beach, CA 92663 Mfr. : DEF Motors, Inc. Vendor Rep: XYZ Equipment, Inc. Voltage: 460 Amps: 20 Phone: 714/752-0505 Phase: 3 rpm: 1, 800 Warranty Period: 2 years Install Date: 8/15/17 Asset Life Expectancy: 20 years Initial Meter Reading: 1 . 12 . 3 Units: Hours 2 . Units: Other equip. info: Maintenance Work to be Done Frequency* 1 . Operate all valves and check such things as a) D bearing temperature, b) changes in running sound, c) suction and discharge gauge readings, d) pump discharge rate, and e) general condition of the drive equipment. 2 . Check packing. D 3 . Checking pumping unit for any dust, dirt, or W debris. 4 . Lubricate bearing frame and motor bearings (consult Q manufacturer' s instructions for type of grease or oil) . 5 . Disassemble and change or repair the following: a) A impeller, b) shafts, c) shaft sleeve, d) rotary seals, and e) sleeve bearings . *D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly; S - Semiannually; A - Annually. March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 9 Preventive Maintenance and Operating Requirement Sheets OPERATING REQUIREMENTS AND REFERENCE For manufacturer' s instructions regarding installation, operation, maintenance, and trouble shooting of this equipment, see Volume , Section PARTS LIST Description Replaceable? Impellor type, diameter and part number Y Coupling size, style, and part number Y Motor type, and part number Y Bearing numbers Y Filter Y Shaft sizes - pump and motor Y Seal size and composition Y Pump housing numbers Y Pump control valve, manufacturer and size Y PERFORMANCE CRITERIA* * including, but not limited to vibration tolerances, alignment limits, and heat generation limits END OF SECTION March 2026 SECTION 01 33 00 SUT PUMP REPLACEMENT SUBMITTALS PROCESS 10 SECTION 01 35 00 SPECIAL PROCEDURES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for special project situations. PART 2 SPECIAL PROCEDURES 2.01 EMERGENCY WORK A. In an emergency affecting the safety of life, or of the work, or of adjoining property, the Contractor, without special instruction or authorization from the Engineer, is required to act at its discretion to prevent such threatened loss or injury. Any compensation claimed by the Contractor on account of emergency work shall be determined as specified under Part 2.11 of Section 00 72 00, General Conditions. B. Should the Engineer deem an emergency condition to exist, the Contractor shall immediately do those things and take those steps ordered by the Engineer. The decision of the Engineer in this respect shall be final and conclusive. Any claims for compensation made by the Contractor on account of emergency work shall be determined as specified under Part 2.11 of Section 00 72 00, General Conditions. 2.02 ARCHAEOLOGICAL ARTIFACTS A. If the Contractor encounter items of suspected archaeological significance are during excavation, the Contractor shall immediately stop excavation and inform the Engineer. The Contractor can resume excavation upon approval of the Engineer after consultation with the District's consulting archaeologist. 2.03 SUSPENSION OF WORK A. The Engineer may at any time, by notice in writing to the Contractor, suspend any part of the work for such period of time as may be necessary to prevent improper execution of the work on the project by the Contractor, its Subcontractors or agents, and the Contractor shall have no claim for damages or additional compensation on account of any such suspension. B. The District may at any time suspend any part or all of the work upon ten (10) days written notice to the Contractor, who shall immediately discontinue all work suspended except for all operations to prevent loss or damage to work already executed as may be directed by the Engineer. In the event a part of the work is suspended, the Contractor, if the suspension is not through his March 2026 SECTION 01 35 00 SUT PUMP REPLACEMENT SPECIAL PROCEDURES 1 fault or the fault of its Subcontractors or agents, shall be paid on the same basis as Extra Work for costs of work performed in accordance with such orders of the Engineer during such suspension, provided that this shall not include any cost pertaining to work not suspended by said notice. Work shall be resumed by the Contractor after such suspension on written notice from the District. In the event of suspension of the entire work by the District, the Contractor, if the suspension is not through fault of the Contractor or the fault of his Subcontractors or agents, shall be paid the sum of$500.00 for each calendar day during which the entire work shall have been suspended. This amount is fixed as liquidated damages in full settlement of all costs and expenses, losses, and damages resulting to the Contractor from such suspension. The parties expressly agree that it is impractical to determine the actual amount of damage to Contractor by reason of such delay and that this liquidated damages clause is reasonable under the circumstances existing at the time the Contract was made. Work shall be resumed by the Contractor after such suspension on written notice from the District. C. In the event of any suspension of the work in whole or in part B above, the Contractor shall be entitled to an extension of time to complete the work to the extent of the delay caused to the Contractor. D. In the event the entire work shall be suspended by order of the District, as provided above, and remains suspended for a period of sixty (60) consecutive days, through no fault of the Contractor, and notice to resume the work shall not have been served on the Contractor, the Contractor may, at its option, by written notice to the District, terminate the Contract in the same manner as if the termination had been initiated by the District, and the District shall have no claim for damages because of such termination of the Contract. E. In the event the District or the Engineer receives or obtains notice of any termination, suspension, voiding, cancellation, or lack of existence of, or of any material reduction of coverage in, any policy of insurance required to be maintained by the Contractor or any subcontractor, the District or the Engineer, without any prior notice and without prejudice to any other remedy of the District, may immediately suspend work under the contract and order the Contractor and/or subcontractor(s) off the work site immediately, until the required insurance is reinstated or obtained. In the event of suspension under this paragraph, Contractor shall not be responsible for payment of liquidated damages established under Subpart B (above). 2.04 TERMINATION FOR DEFAULT - DAMAGES FOR DELAY -TIMELY EXTENSION A. The District may, without prejudice to any other right or remedy, service written notice upon Contractor of its intention to terminate this Contract if the Contractor: (1) refuses or fails to diligently prosecute the work as defined in Subpart B (below), (2)fails to complete the Work within the required times defined in Section 00 72 00, (3) files a bankruptcy petition or is adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed, or (vi) violates any requirements of law or the Contract Documents. March 2026 SECTION 01 35 00 SUT PUMP REPLACEMENT SPECIAL PROCEDURES 2 B. The Contractor shall at all times employ such force, labor plant, materials, and tools as will be sufficient, in the opinion of the Engineer, to prosecute the work at not less than the rate provided in the progress schedule and to complete the work within the time limits fixed by the Contract. C. The District may, after giving ten (10) days written notice to the Contractor, terminate its right to proceed with the work or such part of the work as to which there has been delay. The notice of intent to terminate shall contain the reasons for such intention to terminate. D. The Contractor's right to proceed shall not be so terminated nor the Contractor charged with resulting damage if: 1. The delay in the completion of the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to Acts of God, acts of the public enemy, acts of the District, acts of another contractor in the performance of a Contract with the District, fires, floods, excluding site flooding due to groundwater, epidemics, quarantine restrictions, strikes, lockouts, freight embargoes, unusually severe weather, or delays of subcontractors and suppliers arising from unforeseeable causes beyond the control and without the fault or negligence of either the Contractor or such subcontractors and suppliers; and 2. The Contractor, within ten (10) days from the beginning of any such delay (unless the Engineer grants further period of time before the date of final payment under the Contract), notifies the Engineer in writing of the causes of delay and requests an extension of time. E. The Engineer shall ascertain the facts and the extent of the delay and extend the time for completing the work when, in the Engineer's judgment, the findings of fact justify such an extension, and the findings of fact shall be final and conclusive on the parties. F. A request for an extension of time, or the granting of an extension of time, shall not constitute a basis for any claim against the District for additional compensation or damages unless caused by the District or another contractor employed by the District. G. If the Contractor should be adjudged bankrupt, or if he should make a general assignment for the benefit of creditors, or if a receiver should be appointed for the Contractor on account of insolvency and not be discharged within ten (10) days after his appointment, or if the Contractor fails to make prompt payments to subcontractors or suppliers, or should he persistently disregard laws, ordinances, or the instructions of the Engineer, or otherwise commit a material breach of any provisions of the Contract, the District may, after giving ten (10) days written notice to the Contractor, terminate the Contract and the Contractor's right to proceed with the work. H. The rights and remedies of the District provided in this section are in addition to any of the rights and remedies provided by law or under this Contract. March 2026 SECTION 01 35 00 SUT PUMP REPLACEMENT SPECIAL PROCEDURES 3 I. In addition to the District's rights under this section, if at any time before completion of the work under the Contract, it shall be determined by the District that reasons beyond the control of the parties render it impossible or against the interests of the District to complete the work, or if the work shall be stopped by an injunction of a court of competent jurisdiction or by order of any competent authority, the District may, upon ten (10) days written notice to the Contractor, discontinue the work and terminate the Contract. Upon service of such notice of termination, the Contractor shall discontinue the work in such manner, sequence, and at such times as the Engineer may direct. The Contractor shall have no claim for damages for such discontinuance or termination, nor any claim for anticipated profits on the work thus dispensed with, nor any other claim except for the work actually performed up to the time of discontinuance, including the cost of materials and equipment on hand, in transit, or on definite commitment and any extra work ordered by the Engineer to be done, nor for any claim for liquidated damages in accordance with the provisions of Part 2.03. The value of the work performed and the cost of materials and equipment delivered to the site will be determined by the Engineer in accordance with the procedure prescribed for the making of the final application for payment. The Contractor shall assign to the District, as directed by the Engineer, all right, title, and interest of the Contractor under the subcontracts terminated, in which case the District shall have the right to settle or to pay any termination settlement proposal arising out of those terminations. As directed by the Engineer, the Contractor shall transfer title and deliver to the District: 1. the fabricated or unfabricated parts, work-in-progress, completed work, supplies, and other materials produced or acquired for the work terminated; and 2. the completed or partially completed plans, drawings, information, and other property that, if the Contract had been completed, would be required to be furnished to the District. 2.05 RIGHTS OF DISTRICT UPON TERMINATION A. In the event the right of the Contractor to proceed with the work, or any portion thereof, has been terminated because of the fault of the Contractor and the Contractor has been given ten (10) days notice to cure such fault and has not done so, the District may issue a notice of termination to the Contractor and the Contractor's surety. B. Upon termination the Contractor shall not be entitled to receive any further payment until the work is finished. If upon completion of the work the total cost to the District, including engineering, legal, and other consultant fees, costs of managerial and administrative services, construction costs, and liquidated damages shall be less than the amount which would have been paid if the work had been completed by the Contractor in accordance with the terms of the Contract, then the difference shall be paid to the Contractor in the same manner as the final payment under the Contract. If the total cost incurred by the District on account of termination of the Contract and subsequent completion of the work by the District by whatever method the District may deem expedient shall exceed said amount which the Contractor March 2026 SECTION 01 35 00 SUT PUMP REPLACEMENT SPECIAL PROCEDURES 4 would otherwise have been paid, the Contractor and his sureties shall be liable to the District for the full amount of such excess expense. C. Upon termination, if the District takes over the Work, the District may, without liability for so doing, take possession of and utilize in completing the Work such materials, appliances, plant, and other property belonging to the Contractor as may be left on the Project site. D. The rights and remedies of the District provided in this Section are in addition to any of the rights and remedies provided by law or under this Contract. 2.06 FAILURE TO COMPLETE THE WORK IN THE TIME AGREED UPON; LIQUIDATED DAMAGES A. Liquidated Damages -In case all the work is not completed before or upon the expiration of the time limit as set in the Bid, Contract, and Progress Schedule, or within any time extensions that may have been granted, substantial damage will be sustained by the District; it is impracticable to determine the actual amount of damage by reason of such delay. It is, therefore, agreed that the Contractor and its Surety shall be liable for and pay to the District as damages, and not as a penalty, the amount specified in Section 00 72 00, General Conditions, for each and every day's delay in finishing the work in excess of the number of days specified. The parties expressly agree that this liquidated damage clause is reasonable under the circumstances existing at the time the Contract was made. B. Exclusions - Notwithstanding the provisions above, the Contractor shall not be liable for liquidated damages or delays caused by the removal or relocation of utilities when such removal or relocation is the responsibility of the District or the owner of the utility under Government Code Section 4215. 2.07 RESPONSIBILITY FOR REPAIR OF FACILITIES A. All public or private facilities, including but not limited to gravel surfacing at existing canals, structures, telephone cables, roadways, curbs, gutters, parking lots, private drives, levees, and embankments for creeks, ponds, and reservoirs disturbed during construction of the work shall be repaired and/or replaced by the Contractor to match facilities existing prior to construction. In addition, the Contractor shall be responsible for any settlement damage to such facilities or adjoining areas for a period of one year after acceptance of such required facilities. 2.08 DISTRICT'S REPAIR A. In the event the Contractor refuses or neglects to make good any loss or damage for which it is responsible under this Contract, the District may, or by the employment of others, remedy any such loss or damage, and the cost and expense of doing so, including any reasonable engineering, legal, and other consultant fees, and any costs of administrative and managerial services, shall be charged to the Contractor. Such costs and expenses may be deducted by the District from claims for payment made by the Contractor for March 2026 SECTION 01 35 00 SUT PUMP REPLACEMENT SPECIAL PROCEDURES 5 work completed or remaining to be completed as provided for in Part 2.04 of Section 01 20 00, Price and Payment Procedures. END OF SECTION March 2026 SECTION 01 35 00 SUT PUMP REPLACEMENT SPECIAL PROCEDURES 6 SECTION 01 41 00 REGULATORY REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: permits, licenses, restrictions, lands, easements and right-of- ways required for the project. PART 2 REQUIREMENTS 2.01 GENERAL COMPLIANCE WITH LAWS - PERMITS, REGULATIONS, TAXES A. Contractors and subcontractors will comply with all applicable federal and state laws, rules, guidelines, regulations, and requirements. B. Contractor is an independent contractor and shall at his sole cost and expense comply with all laws, rules, ordinances, and regulations of all governing bodies having jurisdiction over the work, obtain all necessary permits and licenses, pay all manufacturers' taxes, sales taxes, use taxes, processing taxes, and all federal and state taxes, insurance, and contributions for social security and unemployment which are measured by wages, salaries, or any remuneration paid to Contractor's employees, whether levied under existing or subsequently enacted laws, rules, or regulations. Contractor shall also pay all property tax assessments on materials or equipment used until acceptance by the District. C. If any discrepancy or inconsistency is discovered in the Contract Documents, or in this Contract in relation to any such law, rule, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Engineer in writing. D. Without limitation, materials furnished and performance by the Contractor shall comply with Safety Orders of the Division of Industrial Safety, State of California, Federal Safety regulations of the Bureau of Labor, Department of Labor, and any other applicable Federal regulations. E. The Contractor, upon request, shall furnish evidence satisfactory to the District and Engineer that any or all of the foregoing obligations have been or are being fulfilled. The Contractor warrants to the District that it is licensed by all applicable governmental bodies to perform this Contract and will remain so licensed throughout the progress of the work, and that it has, and will have, throughout the progress of the work, the necessary experience, skill and financial resources to enable him to perform this Contract. F. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (ADA) (42 USC§12101 et seq.) and California Government Code 11135(b). The Work shall be performed in compliance with ADA regulations. March 2026 SECTION 01 41 00 SUT PUMP REPLACEMENT REGULATORY REQUIREMENTS 1 G. The Contractor shall be responsible for familiarity with local requirements for the diversion of recyclable waste materials. The Work shall be performed in compliance with these requirements. Upon request, the Contractor will be required to present weight tickets and written proof of diversion. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor. H. In accordance with Revenue and Taxation Code §107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible at no additional cost to the District. 2.02 ENVIRONMENTAL AND CULTURAL COMPLIANCE A. In addition to the requirements set forth in Part 2.01, above, for general compliance with laws, permits, regulations and taxes, the Contractor, by entering into this Contract, shall be obligated to abide by the requirements of any project-specific environmental and cultural resource documents prepared for and adopted by the District, notwithstanding specific rules and requirements not being specifically identified within these Specifications and Plans. 2.03 PERMITS AND LICENSES A. Procurement of Permits and Licenses: 1. Permits and licenses, of a temporary nature, necessary for the prosecution of the work shall be secured and paid for by the Contractor. The Contractor shall obtain and pay the fees for the following permits. Name or Type of Permit Permitting Agency Construction water permit for water South Tahoe PUD obtained from District-owned fire hydrants (fee waived) 2. Permits, licenses, and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the District unless otherwise specified. The following permits for the permanent work have been obtained by the District: a. Waste Discharge Permit for discharging water for pressure testing, leakage testing, and disinfection into the sewer collection system. B. The Contractor shall procure all permits and licenses, as described in Part 2.02.A.1, pay all charges, fees, and taxes and give all notices necessary and incidental to the due and lawful prosecution of work. C. The Contractor shall be aware of and abide by the conditions and restrictions of the City of South Lake Tahoe and the County of El Dorado. It shall be the Contractor's responsibility to obtain all necessary permits from the City of South Lake Tahoe and El Dorado County. D. California Contractor's License: the Contractor shall have a valid California contractor's license for the type of work required on this Contract, as specified in Sections 00 10 00, Solicitation, and 00 20 00, Instructions for Procurement. March 2026 SECTION 01 41 00 SUT PUMP REPLACEMENT REGULATORY REQUIREMENTS 2 E. The Contractor shall give all notices and comply with all laws, ordinances, rules, and regulations bearing on the conduct of the work as shown on the Plans and described in the Specifications. The Contractor shall promptly notify the Engineer in writing of any variance and any necessary changes shall be adjusted as provided in the Contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules, and regulations and without such notice to the Engineer, Contractor shall bear all related costs. 2.04 LANDS FOR WORK, RIGHT-OF-WAY CONSTRUCTION ROADS A. The District will provide the lands, easements, rights-of-way, and/or encroachment permits necessary or other rights to enter and work on lands necessary for the performance of the work. Other permits and licenses are addressed by Part 2.02. Should the Contractor find it advantageous to use any additional land for any purpose whatever, the Contractor shall provide for the use of such land at its risk and expense. The Engineer shall be furnished with a copy of written agreements or otherwise be notified in writing of additional working space which is acquired. Nothing herein contained and nothing marked on the Plans shall be interpreted as giving the Contractor exclusive occupancy of the territory provided by the District. When two or more contracts are being executed at one time on the same or adjacent land in such a manner that work on one contract may interfere with that on another, the Engineer shall decide which contractor shall cease work, and which shall continue, or whether the work on both contracts shall progress at the same time and in what manner, and the decision of the Engineer shall be final and binding. When the territory of one contract is the necessary or convenient means of access for the performance of another contract, such privilege of access or any other reasonable privilege may be granted by the Engineer to the contractor so desiring, to the extent, amount, in the manner, and at the time permitted. No such decision as to the method or time of conducting the work or the use of territory shall be the basis of any claim for delay or damage. B. Lands, easements, or rights-of-way to be furnished by the District for construction operations will be specifically shown on the Plans. END OF SECTION March 2026 SECTION 01 41 00 SUT PUMP REPLACEMENT REGULATORY REQUIREMENTS 3 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 01 41 00 SUT PUMP REPLACEMENT REGULATORY REQUIREMENTS 4 SECTION 01 42 00 REFERENCES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. List of reference standards used in the Contract Documents. 1.02 ABBREVIATIONS AND DEFINITIONS A. Terms used in these Contract Documents shall have the meaning stipulated in Section 00 71 00, Contracting Definitions. PART 2 REFERENCES 2.01 GENERAL A. Applicable Publications: Whenever in these Specifications references are made to published specifications, codes, standards or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards or requirement so the respective issuing agencies which have been published as of the date of execution of the Contract, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances or governing codes. No requirements set forth herein or indicated in the Contract shall be waived because of any provision of, or omission from, said standard or requirements. 2.02 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. Without limiting the generality of other requirements of the Specifications, all Work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents. B. References herein to "Building Code" or "Uniform Building Code" shall mean Uniform Building Code of the International Conference of Building Officials (ICBO). Similarly, references to "Mechanical Code" or"Uniform Mechanical Code", "Plumbing Code" or"Uniform Plumbing Code", "Fire Code" or "Uniform Fire Code", shall mean Uniform Mechanical Code, Uniform Plumbing Code and Uniform Fire Code of the International Conference of the Building Officials (ICBO). "Electric Code" or "National Electric Code (NEC)" shall mean the National Electric Code of the National Fire Protection Association (NFPA). The latest edition of the codes as used by the local agency as of the date of execution of the Contract, as adopted by the March 2026 SECTION 01 42 00 SUT PUMP REPLACEMENT REFERENCES 1 agency having jurisdiction, shall apply to the Work herein, including all addenda, modifications, amendments or other lawful changes thereto. C. In case of conflict between codes, reference standards, drawing and the Contract, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the District for clarification and direction prior to ordering or providing any materials or furnishing labor. D. The Contractor shall construct the Work indicated herein in accordance with the requirements of the Contract and the referenced portions of those referenced codes, standards and specifications listed herein. END OF SECTION March 2026 SECTION 01 42 00 SUT PUMP REPLACEMENT REFERENCES 2 SECTION 01 43 00 QUALITY ASSURANCE PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for reactive activities to evaluate completed activities and elements for conformance with the requirements. 2. The requirements of this Section are in addition to the requirements for individual materials and equipment stated elsewhere in these Contract Documents. PART 2 REQUIREMENTS 2.01 CONFORMITY WITH CONTRACT DOCUMENTS AND ALLOWABLE DEVIATIONS A. Work and materials shall conform to the lines, grades, cross sections, dimensions, and material requirements, including tolerances, shown on Contract Documents. B. Although measurement, sampling, and testing may be considered evidence as to such conformity, the Engineer shall be the sole judge as to whether the work or materials deviate from the Contract Documents, and the Engineer's decision as to any allowable deviations shall be final and conclusive, as set forth in Section 00 72 00, General Conditions. 2.02 QUALITY CONTROL A. All materials and equipment shall be new and of the specified quality and, if samples have been submitted, equal to the samples found to be acceptable by the Engineer. B. The Work shall be performed and completed in a thorough, workmanlike manner, notwithstanding any omission in the Contract Documents; and it shall be the duty of the Contractor to call the Engineer's attention to apparent errors or omissions and request instructions before proceeding with the Work. The Engineer may, by appropriate instructions provided in conformance with Section 00 72 00, Part 2.03, correct errors and omissions, which instructions shall be as binding upon the Contractor as though contained in the original Contract Documents. 2.03 INSPECTION OF WORK A. Unless otherwise provided, all equipment, materials, and work shall be subject to inspection and testing by the Engineer. The Engineer will observe the progress and quality of the work and determine, in general, if the work is proceeding in accordance with the intent of the Contract Documents. The Engineer shall not be March 2026 SECTION 01 43 00 SUT PUMP REPLACEMENT QUALITY ASSURANCE 1 required to make comprehensive or continuous inspections to check the quality of the work, and shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. Visits and observations made by the Engineer shall not relieve the Contractor of its obligation to conduct comprehensive inspections of the work and to furnish proper materials, labor, equipment, and tools, and perform acceptable work, and to provide adequate safety precautions, in conformance with the intent of the Contract. B. Whenever the Contractor varies the period during which work is carried on each day, prior notice shall be given to the Engineer so that proper inspection may be provided. Any work done in the absence of the Engineer shall be subject to rejection. Proper facilities for safe access for inspection to all parts of the work shall at all times be maintained for the necessary use of the Engineer and other agents of the District, and agents of the Federal, State, or local governments at all times. C. One or more inspectors may be assigned to observe the work and to act in matters of construction under this Contract. It is understood that inspectors shall have the power to issue instructions and make decisions within the limitations of the authority of the Engineer. Such inspection shall not relieve the Contractor of its obligation to conduct comprehensive inspections of the work, to furnish proper materials, labor, equipment, and tools, and perform acceptable work, and to provide adequate safety precautions in conformance with the intent of the Contract. D. The Engineer and its representatives shall at all times have access to the Work wherever it is in progress, to the shops where the Work is in preparation, and to all warehouses and storage yards where materials and equipment are stored, and the Contractor shall provide safe and convenient facilities for such access and for inspection. If the Contract Documents, the Engineer's instructions, laws, ordinances, or any public authority require any material, equipment or work to be specifically tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection, and if the inspection is by an authority other than the District, of the time fixed for inspection. Inspections by the Engineer will be made promptly and, where practicable, at the source of supply. E. Work performed without inspection may be required to be removed and replaced under proper inspection and the entire cost of removal and replacing, including the cost of District furnished materials used in the work, shall be borne by the Contractor, regardless of whether or not the work exposed is found to be defective. Examination of questioned work, other than that installed without inspection, may be ordered by the Engineer and, if so ordered, the work must be uncovered by Contractor. If such work is found to be in accordance with the Contract Documents, the District will pay the cost of re-examination and replacement. If such work is found to be not in accordance with the Contract Documents, the Contractor shall pay such cost unless he can show that the defect in the work was caused by another Contractor, and in that event the District will pay such costs. F. The inspection of the work shall not relieve the Contractor of its obligation to fulfill the Contract as prescribed, or in any way alter the standard of performance provided by the Contractor, and defective work shall be corrected and March 2026 SECTION 01 43 00 SUT PUMP REPLACEMENT QUALITY ASSURANCE 2 nonconforming materials may be rejected, notwithstanding that such work and materials have been previously overlooked by the Engineer and accepted or estimated for payment. If the work or any part shall be found defective, Contractor shall, within ten (10) calendar days, correct such defect in a manner satisfactory to the Engineer. If the Contractor shall fail or neglect to make ordered repairs of defective work or to remove the condemned materials from the work within ten (10) calendar days after direction by the Engineer in writing, the District may make the ordered repairs, or remove the nonconforming materials, and deduct the cost from any monies due the Contractor. G. The Contractor shall furnish promptly without additional charge all facilities, labor, and materials reasonably needed by the Engineer for performing all inspection and tests. Contractor shall be charged with any additional cost of inspection when material and workmanship are not ready at the time specified by the Contractor for its inspection. H. Where any part of the work is being done under an encroachment permit or building permit, or is subject to Federal, State, County or City codes, laws, ordinances, rules or regulations, representatives of the government agency shall have full access to the work and shall be allowed to make any inspection or tests in accordance with such permits, codes, laws, ordinances, rules, or regulations. If advance notice of the readiness of the work for inspection by the governing agency is required, the Contractor shall furnish such notice to the appropriate agency. I. The Engineer may inspect the production of the material, or the manufacture of products at the source of supply. Plant inspection, however, will not be undertaken until the Engineer is assured of the cooperation and assistance of both the Contractor and the material producer. The Engineer or its authorized representative shall have free entry at all times to such parts of the plant as concerns the manufacture or production of the materials. Adequate facilities shall be furnished free of charge to make the necessary inspection. J. Materials, equipment, and workmanship shall be subject to the inspection of, and rejection by, the Engineer, if not in conformance with the Contract Documents. Defective materials, equipment, or Work shall be removed from the premises by the Contractor, whether in place or not, and shall be replaced with new and acceptable materials, equipment, or work. Repair of defective materials, equipment, or work shall be subject to the Engineer's acceptance. K. The District assumes no obligation to inspect materials at the source of supply. L. On all questions concerning the acceptability of materials or equipment, classification of materials;or equipment, execution of the Work, and the determination of costs, the decision of the Engineer shall be final and binding upon all parties. 2.04 SAMPLING AND TESTING A. Unless specified otherwise, the Contractor shall perform at its expense all tests specified or required by the Technical Specifications. The Engineer will perform such tests as he deems necessary to determine the quality of work or compliance March 2026 SECTION 01 43 00 SUT PUMP REPLACEMENT QUALITY ASSURANCE 3 with Contract Documents. The Contractor shall furnish promptly without additional charge all facilities, labor, and material reasonably required for performing safe and convenient tests as may be required by the Engineer. All tests by the Engineer will be performed in such a manner as will not unnecessarily delay the work. B. At the option of the Engineer, the source of material supplies for the Work shall be subject to tests and inspection before delivery is started and before such materials are used in the Work. C. In the event the Contractor protests a failing test of material in place or to be used, he shall take additional samples as specified in the Contract Documents and have additional tests run at his own expense. In the event the original test proves to have been in error, the Contractor shall be reimbursed for his direct costs of additional sampling and testing. D. For materials originating outside of the United States for which tests are required, provide recertification and retesting by an independent domestic testing laboratory. E. All sampling, specimen preparation, and testing of materials shall be in accordance with the standards of nationally recognized technical organizations. F. The physical characteristics of all materials not particularly specified shall conform to the latest standards published by the American Society for Testing Materials, where applicable. 2.05 MILL TESTS A. The Contractor, at his own expense, shall submit, in triplicate, certified copies of all required factory and mill test reports to verify material quality and composition. Any materials shipped by the Contractor from a factory or mill prior to having satisfactorily passed testing and inspection shall not be incorporated in the Work, unless the Engineer shall have notified the Contractor in writing that such testing and inspection will not be required. The cost of performing all mill and factory tests shall be paid by the Contractor unless otherwise provided in the Contract Documents. 2.06 COMPACTION TESTING A. The District's laboratory may perform soil compaction testing during this project. The testing completed by the District's laboratory shall be used to determine if the degree of compaction required in the specifications for earthwork has been reached in the field by the Contractor for Quality Control and payment purposes. The Contractor may wish to complete his own compaction tests in addition to or ahead of District tests to enhance his operations and for Quality Assurance purposes. END OF SECTION March 2026 SECTION 01 43 00 SUT PUMP REPLACEMENT QUALITY ASSURANCE 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Procedures and requirements for utilities and facilities used on site during construction. 2. Procedures and requirements for temporary access facilities required to accommodate construction or the District's operations. PART 2 TEMPORARY CONTROLS 2.01 PROTECTION OF WORK A. The Contractor shall be responsible for the care of all work until its completion and final acceptance; and, at its own expense, replace damaged or lost material and repair damaged parts of the work or the same may be done at its expense by the District and the Contractor and its sureties shall be liable therefore. The Contractor shall make its own provisions for properly storing and protecting all material and equipment against theft, injury, or damage from any and all causes. Damaged material and equipment shall not be used in the work. The Contractor shall take all risks from floods and casualties except as provided by law, and shall make no charge for the restoration of such portions of the work as may be destroyed or damaged by flood or other casualties or because of danger from flood or other casualties or for delays from such causes. The Contractor may, however, be allowed a reasonable extension of time on account of such delays, subject to the conditions of these Contract Documents. The Contractor shall not be responsible for the cost, in excess of five percent (5%) of the contracted amount, of repairing or restoring damage to the work, if the damage was proximately caused by an earthquake in excess of a magnitude of 3.5 on the Richter Scale, or by tidal waves; provided that the work damaged was built in accordance with accepted and applicable building standards, and the Plans and Specifications of the District. B. The Contractor shall use extreme care during construction to prevent damage from dust to adjacent property. The Contractor, at its own expense, shall provide adequate dust control for the right-of-way and take other preventative measures as directed by the Engineer. C. The Contractor shall be responsible for all damage to any property resulting from trespass by the Contractor or its subcontractors, whether such trespass was committed with or without the consent or knowledge of the Contractor. March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 1 D. The Contractor shall see that the work site is kept drained and free of all ground water and any other water which may impede the progress or execution of the Contract work. E. The Contractor shall be responsible for any damage caused by drainage or water runoff from construction areas and from construction plant areas. F. Subject to the provisions of this Section, where the work to be performed under the Contract crosses or otherwise interferes with existing streams, watercourses, canals, farm ditches, pipelines, drainage channels, or water supplies, the Contractor shall provide for such watercourse or pipelines and shall perform such construction during the progress of the work so that no damage will result to either public or private interests, and the Contractor shall be liable for all damage that may result from failure to so provide during the progress of the work. 2.02 PROTECTION OF PERSON AND PROPERTY A. The Contractor shall take whatever precautions are necessary to prevent damage to all existing improvements, including above ground and underground utilities, trees, shrubbery that is not specifically shown to be removed, fences, signs, mailboxes, survey markers and monuments, buildings, structures, the District's property, adjacent property, and any other improvements or facilities within or adjacent to the work. If such improvements or property are injured or damaged by reason of the Contractor's operations, they shall be replaced or restored, at the Contractor's expense, to a condition at least as good as the condition they were in prior to the start of the Contractor's operations. B. The Contractor shall adopt all practical means to minimize interference to traffic and public inconvenience, discomfort or damage. The Contractor shall protect against injury any pipes, conduits, or other structures, crossing the trenching or encountered in the work and shall be responsible for any injury done to such pipes or structures, or damage to property resulting there from. The Contractor shall support or replace any such structures without delay and without any additional compensation to the entire satisfaction of the Engineer. All obstructions to traffic shall be guarded by barriers illuminated at night. The Contractor shall be responsible for all damage to persons and property directly or indirectly caused by its operations and, under all circumstances, must comply with the laws and regulations of the County and the State of California relative to safety of persons and property and the interruption of traffic and the convenience of the public within the respective jurisdictions. C. The Contractor is cautioned that it must replace all improvements in right-of- ways and within the public streets to a condition equal to what existed prior to entry onto the job or in compliance with current laws, regulations, ordinances and codes, whichever is most restrictive. D. Type and time of construction required at any road subject to interference by Contract work will be determined by those authorities responsible for maintenance of said road. It shall be the responsibility of the Contractor to March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 2 determine the nature and extent of all such requirements, including provision of temporary detours as required; however, the construction right-of-way obtained by the District at affected roadways will be adequate for provision of all required detours. As required at any road crossing, the Contractor shall provide all necessary flagpersons, guardrails, barricades, signals, warning signs, and lighting to provide for the safety of existing roads and detours. Immediately after the need for temporary detours ceases, or when directed, the Contractor shall remove such detours and perform all necessary cleanup work, including replacement of fences, and removal of pavement. Included shall be all necessary replacement of existing roadway appurtenances, grading work, soil stabilization, and dust control measures, as required and directed. The cost of all work specified under this Section shall be borne by the Contractor. E. The Contractor shall examine all bridges, culverts, and other structures over which he will move his materials and equipment, and before using them, shall properly strengthen such structures where necessary. The Contractor shall be responsible for any and all injury or damage to such structures caused by reason of its operations. 2.03 ACCIDENT PREVENTION AND RESPONSE A. Precaution shall be exercised by the Contractor at all times for the protection of persons (including employees) and property. The safety provisions of all applicable laws, and of building and construction codes shall be observed. Machinery, equipment, and other hazards shall be guarded or eliminated. B. The Contractor shall promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work, whether on or adjacent to the site, which caused death, personal injury, or property damage, giving full details and statements of witnesses. In addition, if death or serious injury or serious damage are caused, the accident shall be reported immediately by telephone or messenger to the District and the Engineer. C. The Contractor shall make all reports as are, or may be, required by any governmental entity having jurisdiction, and permit all safety inspections of the Work being performed under this Contract. Before proceeding with any construction work, the Contractor shall take all necessary actions to comply with all provisions for safety and accident prevention. D. If any claim is made by anyone against the Contractor or any Subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. 2.04 HAZARDS IN PROTECTED AREAS A. Excavation on project sites from which the public is excluded shall be marked or guarded in a manner appropriate to the degree of hazard. March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 3 2.05 PROJECT SECURITY A. The Contractor shall make adequate provision for the protection of the Work area against fire, theft, and vandalism, and for the protection of the public against exposure to injury. 2.06 DUST AND EMISSIONS CONTROL A. The Contractor shall take any necessary steps, procedures, or means as required to prevent its operations in connection with the execution of the Work from causing abnormal dust conditions. The Contractor shall prevent dust from construction activities from being produced in amounts that may be harmful or cause a nuisance to persons living nearby or occupying buildings in the vicinity of the Work. B. Dust control measures shall be applied, as needed to control particulate emissions from all unpaved parts of the site, including but not limited to any unpaved road which the Contractor or any of his Subcontractors are using, excavation or fill areas, demolition areas, and stockpile and staging areas. C. Dust control shall be conducted by sprinkling of water, use of dust palliatives or non-toxic stabilizers, modification of operations, reducing traffic speed, covering of stockpiles, installing temporary erosion controls or any other means acceptable to governmental entities having jurisdiction, as needed to control emissions. D. The Contractor shall cover or wet soil and other excavated material leaving and arriving at the Work site to prevent blowing dust. E. All paved areas of the site, including public access roads into and out of the site, shall be kept clean by sweeping. F. To ensure that emissions from construction equipment exhaust will be reduced, the following measures will be implemented: 1. Use alternative fuel construction equipment to the fullest extent possible. 2. Minimize idling time (e.g., 5 minute maximum). 3. Maintain properly tuned equipment according to equipment manufacturer's guidelines. 4. Limit the hours of operation of heavy duty equipment and/or the amount of equipment in use as specified for noise mitigation purposes. 2.07 SPECIAL CONTROLS A. The Contractor shall take all reasonable means to minimize inconvenience and injury to the public by dust, diversion of storm water, or other individuals or entities under its control. March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 4 2.08 NOISE ABATEMENT A. In inhabited areas, particularly residential, Contractor's operations shall be performed in a manner to minimize unnecessary noise. In residential areas, special measures shall be taken to suppress noise generated by repair and service activities during the night hours. The more stringent of either Cal- OSHA limits or the limits established by local ordinance shall control. 2.09 ODOR CONTROL A. The Contractor shall take any necessary steps, procedures, or means as are required to prevent abnormal odors being caused by its operations. 2.10 DRAINAGE CONTROL A. In performing excavation, fill, and grading operations, care shall be taken to disturb the pre-existing drainage pattern as little as possible. Particular care shall be taken not to direct drainage water onto private property or into streets or drainage ways which are inadequate for the increased flow. Adequate drainage shall be provided to protect the Work. 2.11 EROSION CONTROL A. All excavated and disturbed areas, including trench excavation at the site, shall be provided with temporary erosion control. The temporary erosion control shall be by means of: 1. Filter fabric fences or sediment control barriers placed to completely circumvent the down slope side of the excavation and stockpiled material; 2. All spoils, waste material, or stockpiled material shall not be placed in areas subject to washout, flooding, or natural drainage areas; 3. All stockpiled materials on site during or after hours shall be completely encircled with temporary erosion control devices as described in Item 1 above and covered with plastic sheeting during threat of inclement weather; 4. Construction equipment and vehicles shall be restricted to approved access roads only; 5. Any dewatering of trenches shall be done to avoid causing erosion or runoff from the construction site; 6. Protected areas shall be regularly inspected and maintained by the Contractor during the course of the work. B. Adequate erosion containment as described above shall be subject to the approval of the Engineer and the TRPA representative. 2.12 WATER POLLUTION A. The Contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, and canals from pollution with fuels, oils, bitumens, calcium chloride, and other harmful materials and shall conduct and schedule his operations so as to avoid or minimize muddying and silting of said streams, March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 5 lakes, reservoirs, and canals. Care shall be exercised to preserve vegetation beyond the limits of construction. The Contractor shall comply with Section 5650 of the California Fish and Game Code and all other applicable statutes and regulations relating to the prevention and abatement of water pollution. 2.13 TRAFFIC CONTROLS A. The Contractor shall implement those traffic controls required by the Plans and by project permits and applicable regulations. B. In order to expedite the passage of public traffic through or around the work and where ordered by the Engineer, the Contractor shall install signs, lights, flares, barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed by the Engineer, the Contractor shall provide and station competent flagpersons whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, barricades, and other facilities, and the cost of providing and stationing such flagpersons, all for the convenience and direction of public traffic, will be considered as included in the Contract price and no additional compensation will be allowed. C. Flagpersons and guards, while assigned to traffic control, shall perform their duties and shall be provided with the necessary equipment in accordance with the current "Instructions to Flagmen" of the California Department of Transportation. The equipment shall be furnished and kept clean and in good repair by the Contractor at his expense. D. The Contractor shall prepare a detailed plan describing the method by which Contractor will provide for the convenience of the public and public traffic for submission to the appropriate governmental entity with jurisdiction over the streets, highways, roads or other property upon which work pursuant to the Contract will proceed. Contractor's plan shall be approved by such governmental entity no less than ten (10)working days prior to commencement of the work. Contractor shall amend and revise its plan in accordance with any changes directed or required by such governmental entity. 2.14 TEMPORARY PAVING A. Immediately after underground work is installed and backfilled, Contractor shall install and maintain one-inch (1") of temporary hot mix asphalt anywhere asphalt has been removed for that work, including access to driveways, until the permanent asphalt patch is completed. No unprotected vertical pavement edges shall be allowed at the end of the work day. March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 6 PART 3 TEMPORARY FACILITIES 3.01 GENERAL REQUIREMENTS A. The Contractor shall provide all temporary facilities and utilities required for prosecution of the work, protection of employees and the public, protection of the work from damage by fire, weather or vandalism, and such other facilities as may be specified or required by any applicable law, ordinance, rule, regulation, or permit, at no additional cost to the District. 3.02 ELECTRICAL SERVICE A. The Contractor shall be responsible, if required, for obtaining adequate temporary electrical service. The Contractor shall then provide adequate job site distribution facilities conforming to applicable codes and safety regulations. B. The cost of temporary electrical service shall be included in the appropriate bid items to which it is appurtenant and shall include full compensation for furnishing all labor, materials, tools, and equipment required to obtain and distribute power for construction purposes. 3.03 TEMPORARY LIGHTING A. The Contractor shall provide temporary lighting in all work areas sufficient to maintain during working hours a lighting level not less than the lighting level required by California OSHA standards. 3.04 HEATING AND VENTILATION A. The Contractor shall provide means for heating and ventilating all work areas as may be required to protect the Work from damage due to freezing, high temperatures or weather, or to provide a safe environment for workers. B. Unvented, direct fired heaters shall not be used in areas where freshly placed concrete will be exposed to combustible gases until at least two hours after the concrete has attained its initial set. 3.05 WATER A. The Contractor shall construct all facilities necessary to furnish water for its use during construction. Water used for human consumption shall be kept free from contamination and shall conform to the requirements established by State and local authorities for potable water. B. The Contractor shall be responsible for providing the water necessary for the project. The source shall have prior approval of the District. Construction water is available from the District potable supply. An approved backflow preventer shall be installed by the Contractor at the District's fire hydrant in accordance with District Ordinance No. 405. The water sources shall be approved prior to use by owner of the water source. March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 7 C. The Contractor shall include the cost of construction water in the appropriate bid item to which it is appurtenant. The cost shall include full compensation for furnishing all labor, materials, tools, and equipment and doing all the work necessary to develop a sufficient water supply and furnishing the necessary equipment for applying the water as described in these Specifications. 3.06 SANITARY CONVENIENCES A. The Contractor shall provide suitable and adequate sanitary conveniences for the use of all persons at the site of the Work. Such conveniences shall include chemical toilets or water closets and shall be located at appropriate locations at the site of the Work. All sanitary conveniences shall conform to the regulations of the governmental entities having jurisdiction over such matters. At the completion of the Work, all such sanitary conveniences shall be removed and the site left in a sanitary condition. 3.07 FIRST-AID A. First-Aid facilities and information posters conforming, at a minimum, to the requirements of the Occupational Safety and Health Administration shall be provided in a readily accessible location or locations. 3.08 CONSTRUCTION FACILITIES A. Construction hoists, elevators, scaffolds, stages, shoring and similar temporary facilities shall be of ample size and capacity to adequately support and move the loads to which they will be subjected. Railings, enclosures, safety devices, and controls required by law or for adequate protection of life and property shall be provided. 3.09 SHEETING, SHORING, AND BRACING A. Temporary supports shall be designed with sufficient safety considerations to assure adequate load bearing capability. The Contractor shall submit design calculations by a professional registered engineer for sheeting, shoring and bracing prior to application of loads. B. Acceptance of design calculations does not in any way relieve the Contractor from being solely responsible for the installation of adequate sheeting and shoring for the work being undertaken. The District assumes no liability for the Contractor's operations. 3.10 TEMPORARY ENCLOSURES A. When sandblasting, spray painting, spraying insulation, or performing other activities which are inconvenient or dangerous to property or the health of employees or the public, the area of activity shall be enclosed adequately to contain the dust, spray, or other hazard. In the event there are no permanent enclosures of the area, or such enclosures are incomplete or inadequate, the Contractor shall provide suitable temporary enclosures. March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 8 3.11 WARNING DEVICES AND BARRICADES A. The Contractor shall adequately identify and guard all hazardous areas and conditions by visual warning devices and, where necessary, physical barriers. Such devices shall, at a minimum, conform to the requirements of Cal/OSHA. 3.12 FIRE SUPPRESSION A. Minimize fire danger in the vicinity of and adjacent to the construction site. B. A sufficient number of fire extinguishers of the type and capacity required to protect the Work and ancillary facilities shall be provided in readily accessible locations. C. Provide labor and equipment to protect the surrounding property from fire damage resulting from construction operations. END OF SECTION March 2026 SECTION 01 50 00 SUT PUMP REPLACEMENT TEMPORARY FACILTIES AND CONTROLS 9 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Procedures and requirements for products used in construction. PART 2 PRODUCTS 2.01 MATERIALS A. Unless otherwise specifically stated in the Contract Documents, the Contractor shall furnish all materials necessary for the execution and completion of the work. Unless otherwise specified, all materials shall be new and shall be manufactured, handled, and installed in a workmanlike manner to insure completion of the work in accordance with the Contract Documents. The Contractor shall, upon request of the Engineer, furnish satisfactory evidence as to the kind and quality of materials. B. Where materials are to be furnished by the District, the type, size, quantity, and location at which they are available will be stated in the Contract Documents. C. Manufacturers' warranties, guarantees, instruction sheets and parts listed, which are furnished with certain articles or materials incorporated in the work, shall be delivered to the Engineer before acceptance of the Contract. 2.02 STORAGE OF MATERIALS A. Articles or materials to be incorporated in the work shall be stored in such a manner as to insure the preservation of their quality and fitness for the work, and to facilitate inspection. 2.03 EQUIPMENT AND PLANTS A. Only equipment and plants suitable to produce the quality of work and materials required will be permitted to operate on the Project. B. Plants will be designed and constructed in accordance with general practice for such equipment and shall be of sufficient capacity to insure the production of sufficient material to carry the work to completion within the time limit and met all Federal, State, County, & Local requirements. C. The Contractor shall provide adequate and suitable equipment and plants to meet the above requirements, and when ordered by the Engineer, shall March 2026 SECTION 01 60 00 SUT PUMP REPLACEMENT PRODUCT REQUIREMENTS 1 remove unsuitable equipment from the work and discontinue the operation of unsatisfactory plants. D. The Contractor shall identify each piece of its equipment, other than hand tools, by means of an identifying number plainly stenciled or stamped on the equipment at a conspicuous location, and shall furnish to the Engineer a list giving the description of each piece of equipment and its identifying number. In addition, the make, model number and empty gross weight of each unit of compacting equipment shall be plainly stamped or stenciled in a conspicuous place on the unit. The gross weight shall be either the manufacturer's rated weight or the scale weight. E. In the case of termination of this Contract before completion from any cause whatever, the Contractor, if notified to do so by the District, shall promptly remove any part or all of his equipment and supplies from the property of the District. If the Contractor fails to do so, the District shall have the right to remove such equipment and supplies at the expense of the Contractor. 2.04 TRADE NAMES AND ALTERNATIVES A. For convenience in designation in the Contract Documents, certain articles or materials to be incorporated in the work may be designated under a trade name or the name of a manufacturer and its catalog information. The use of an alternative article or material which is of equal quality and of the required characteristics for the purpose intended will be permitted, subject to the following requirements: 1. The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor who shall furnish all information necessary as required by the Engineer. The Engineer shall be the sole judge as to the quality and suitability of alternative articles or materials and his decision shall be final. 2. Whenever the Contract Documents permit the substitution of a similar or equivalent material or article, no tests or action relating to the approval of such substitute material or article will be made until the request for substitution is made in writing by the Contractor accompanied by complete data as to the equality of the material or article proposed. Such request by the Contractor must be made within thirty-five (35) days after award of Contract, unless otherwise noted in Section 01 33 00, Submittals Process, Part 2.02, Critical Equipment Submittals. Contractor must provide back-up materials to substantiate a request for substitution, including Contractor's affidavit stating that, and describing how, the substituted "or equal" material, process or article is equivalent to that specified in every way except as listed on the affidavit. 3. The District's approval or denial of any substitution shall not entitle the Contractor to any adjustment to the Contract amount or schedule, even if the Contractor based its bid upon obtaining such substitution. END OF SECTION March 2026 SECTION 01 60 00 SUT PUMP REPLACEMENT PRODUCT REQUIREMENTS 2 SECTION 01 73 00 PROJECT EXECUTION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Procedures and requirements for determining acceptable conditions for construction. 2. Procedures and requirements for working in coordination with the existing system. 3. Administrative and procedural requirements for executing the work. PART 2 EXECUTION 2.01 COMMENCEMENT AND PROGRESS OF THE WORK AND TIME OF COMPLETION A. The Contractor shall begin work within ten (10) days after receiving the Notice to Proceed and shall diligently prosecute the work to completion as specified in the Contract Documents. 2.02 CONSTRUCTION STAKES, LINES, AND GRADES A. The Work shall be executed in accordance with the lines and grades indicated in the Contract Documents. Distances and measurements, except elevations and structural dimensions, shall be made on horizontal planes. 2.03 SITE WORK A. The Contractor shall establish such control and reference points as it may need and as will be required to properly lay out the Work. Monuments for principal control points shall be set by the Contractor and shall be protected by the Contractor from disturbance. If the monuments are disturbed, any work that is governed by these monuments shall be held in abeyance until the monuments are re-established by the Contractor. The accuracy of all the Contractor's stakes, alignments, and grades is the responsibility of the Contractor. However, the Engineer has the discretionary right to check the Contractor's stakes, alignments and grades at any time. Where such discretion is to be exercised by the Engineer, he will notify the Contractor of his intention, stating the time at which the checking will commence. Any part of the work in progress, the results of which are predicated directly upon the Contractor's stakes, alignments, or grades to be checked, shall be held in abeyance until the Engineer has notified the Contractor that the checking has been completed. March 2026 SECTION 01 73 00 SUT PUMP REPLACEMENT PROJECT EXECUTION 1 2.04 WORK SEQUENCE AND CONSTRAINTS A. The Contractor shall be aware that there may be change orders involved with this Work. The Engineer has made every reasonable attempt to determine the extent and location of all existing facilities within the project area. However, the inexact nature of existing knowledge and as-built plans may require change orders to reflect changed conditions. All change orders shall be handled using the procedures contained in the General Conditions of the Contract Documents. 2.05 CONTRACTOR'S MEANS AND METHODS A. Contractor is solely responsible for the means and methods utilized to perform the Work. In no case shall the Contractor's means and methods deviate from commonly used industry standards. 2.06 CLEAN-UP A. Throughout the period of construction the Contractor shall keep the Work site free and clean of all rubbish and debris, and shall promptly remove from the site, or from property adjacent to the site of the Work or from public access roads, all unused and rejected materials, surplus earth, concrete, plaster, and debris, excepting select material which may be required for refilling or grading. The Contractor shall assure that buildings, grounds, and public properties are maintained free from accumulations of waste materials and rubbish from the Work. B. The Contractor shall provide containers for collection and disposal of waste materials, debris, and rubbish. C. If applicable, remove concrete, concrete wash, stucco splatter, gunite overspray, and all other waste and debris prior to final grading and landscaping. 2.07 SYSTEM START-UP A. Seven days from the anticipated date of completion of work, coordinate with the Engineer and District Electrical Department to schedule final wire terminations and integration of contractor-installed equipment into the station's control system. B. The Contractor shall be onsite for system startup. C. Prior to start-up verify that each piece of equipment or system has been checked for proper installation, lubrication, control sequence, and for any conditions which may cause damage. D. Prior to start-up verify that test results, meter readings, and specified electrical characteristics agree with those required by the manufacturer. March 2026 SECTION 01 73 00 SUT PUMP REPLACEMENT PROJECT EXECUTION 2 E. Verify wiring and support components for equipment are complete and tested. F. Execute start-up under the supervision of applicable manufacturer's representative in accordance with manufacturer's instructions. G. At Engineer's request, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. 2.08 TRAINING A. Following completion of the installation and field-testing work, employees of the District shall be trained in the proper operation, troubleshooting, and maintenance of the equipment. Training shall be performed by a qualified representative of the manufacturer, and shall meet the minimum time requirements for classroom and hands-on time specified in the technical specifications for each type of equipment. B. All District training shall be conducted twice: once on Monday or Tuesday and again on Thursday or Friday, and always in the afternoon. C. Training manuals shall be provided in hard copy and in electronic form. D. Training shall include, at a minimum: 1. System overview, 2. General theory of operation, 3. System operation — Normal mode, 4. Alarm formats, 5. Failure recovery procedures, 6. Troubleshooting and repair, 7. Maintenance and calibration, 8. System programming and configuration. E. The requirements of this Section are in addition to the requirements for individual materials and equipment stated elsewhere in these Contract Documents. END OF SECTION March 2026 SECTION 01 73 00 SUT PUMP REPLACEMENT PROJECT EXECUTION 3 THIS PAGE LEFT INTENTIONALLY BLANK March 2026 SECTION 01 73 00 SUT PUMP REPLACEMENT PROJECT EXECUTION 4 SECTION 01 77 00 CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for completion of the work. 2. The requirements of this Section are in addition to the requirements for closeout procedures and closeout submittals for individual materials and equipment stated elsewhere in these Contract Documents. PART 2 CLOSEOUT PROCEDURES 2.01 PROJECT CLOSEOUT A. It is the intent of these Contract Documents that the Contractor deliver a complete and operable facility capable of performing its intended functions and ready for use. 2.02 PARTIAL ACCEPTANCE OF WORK A. After completion of certain portions of the Work, including all testing and other preparation necessary for operation of such portions by the District as specified in these Special Conditions, but prior to final completion of the Work, provisions may be made for partial acceptance in writing by the District for such portions only. The portions of the Work to be included for partial acceptance prior to final project completion will be noted at the pre- construction conference in accordance with Contractor's schedule, or by written notice to the Contractor at the earliest possible time. B. The guarantee period for such portions of the Work shall commence with the date of their acceptance for use by the District. However, full payment for such portions will not be made until final acceptance of the entire Work. C. Acceptance of any portion of the Work prior to acceptance of the whole shall not be construed as absolving the Contractor of responsibility for any item of construction or incidental work included in the Contract. D. Prior to such occupancy or use, the District will enter into a written agreement with the Contractor delineating the portions of the Work released to the District for occupancy or use and indicating what, if any, work remains to be done within the occupied or released area. If such prior use increases the cost of or delays the Work, the Contractor shall be entitled to such extra compensation, or extension of time, or both, as may be determined by the District after consideration of recommendations by the Engineer. March 2026 DOCUMENT 01 77 00 SUT PUMP REPLACEMENT CLOSEOUT REQUIREMENTS 1 E. Should any portion of the Work in use be damaged by such use, the District shall bear the expense for repairing such damage. However, if the portion being so used should reveal deficiencies of materials or workmanship, it shall be the Contractor's responsibility to replace the defective construction. 2.03 FINAL SITE CLEAN-UP A. Upon completion of work and before the final estimate is submitted, the Contractor shall at its own cost and expense remove from the vicinity of the work all plant, buildings, equipment, rubbish, unused work materials, concrete forms, temporary bridging and other like materials, belonging to Contractor or used under its his direction during the construction, but not required as part of or appurtenant to the completed work. B. The Contractor shall clean, sweep, wash, and polish all work and installed equipment including finishes. The Contractor shall remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed interior and exterior finished surfaces. The Contractor shall broom clean paved surfaces and rake clean landscaped areas. C. Where the construction has crossed yards or driveways, they shall be restored by the Contractor to the complete satisfaction of the Engineer, at the Contractor's expense. D. In the event of failure to do so, the same may be removed by the District after ten (10) calendar days notice to the Contractor, such removal to be at the expense of the Contractor. 2.04 WASTE DISPOSAL A. The Contractor shall dispose of surplus materials, waste products and debris and shall make necessary arrangements for such disposal. 2.05 TOUCH-UP AND REPAIR A. The Contractor shall touch up or repair finished surfaces on structures, or installations, that have been damaged prior to final acceptance. Surfaces on which such touch up or repair cannot be successfully accomplished shall be completely refinished or, in the case of hardware and similar small items, shall be replaced. 2.06 PROJECT RECORD DOCUMENTS A. In accordance with Section 01 31 00, Project Management and Coordination, the Contractor shall maintain at the site, available to the District and Engineer, one copy of the Contract Documents, Drawings, Shop Drawings, Change Orders and other modifications, in good order and marked to record all changes made during construction. These documents shall be delivered to the Engineer upon completion of the Work. March 2026 DOCUMENT 01 77 00 SUT PUMP REPLACEMENT CLOSEOUT REQUIREMENTS 2 B. In the case that portions of the Work are required by the Contract Documents to be designed by a licensed professional under agreement with the Contractor, as-built drawings for this portion of the Work shall be prepared by the licensed professional and included in the Project Record Documents. 2.07 FINAL ACCEPTANCE AND DATE OF COMPLETION A. Whenever the Contractor shall deem all work under this Contract to have been completed in accordance therewith, it shall so notify the Engineer in writing, and the Engineer shall promptly ascertain whether the work has been satisfactorily completed and, if not, shall advise the Contractor in detail and in writing of any incomplete or nonconforming work. When all the provisions of the Contract have been fully complied with to the satisfaction of the Engineer, the Engineer shall proceed with all reasonable diligence to determine accurately the total value of all work performed by the Contractor at the prices set forth in the Contract or fixed by Change Orders, and the total value of all extra work, all in accordance with the Contract. The Engineer will then certify to said final estimate and to the completion of the work, and will file copies thereof with the District and the Contractor. The date of completion shall be the date upon which the District makes its formal written acceptance of the work. 2.08 FINAL SUBMITTALS A. Prior to requesting final payment, the Contractor shall obtain and submit the following items to the Engineer for transmittal to the District: (1) written guarantees, where required; (2) operating manuals, training and instruction; (3) keying schedule; (4) maintenance stock items, spare parts and special tools; (5) completed project record documents; (6) releases from all parties who are entitled to claims against the Project, property or the Work in a form required by law. 2.09 FINAL PAYMENT A. Within ten (10) days after the date of completion, and including the receipt of Final Release, the District will file in the Office of the County Recorder, a Notice of Completion of the work herein agreed to be done by the Contractor. On the expiration of thirty-five (35) days after the recordation of such Notice of Completion, the difference between said final estimate and all payments theretofore made to the Contractor shall be due and payable to the Contractor, subject to any requirements concerning the furnishings of a maintenance bond, and excepting only such sum or sums as may be withheld or deducted in accordance with the provisions of the Contract Documents or as required by law. All prior certifications upon which partial payments may have been made, being merely estimates, shall be subject to correction in the final certificate. March 2026 DOCUMENT 01 77 00 SUT PUMP REPLACEMENT CLOSEOUT REQUIREMENTS 3 2.10 FINAL RELEASE A. Final payment to the Contractor, in accordance with the final estimate, is contingent upon the Contractor furnishing the District with a signed written release of all claims against the District arising by virtue of the Contract. This will be accomplished by execution of the CLOSEOUT AGREEMENT AND RELEASE OF CLAIMS -attached. Disputed Contract claims in stated amounts may be specifically excluded by the Contractor from the CLOSEOUT AGREEMENT AND RELEASE OF CLAIMS. 2.11 RIGHT TO WITHHOLD PAYMENTS A. In addition to all other rights and remedies of the District hereunder and by virtue of the law, the District may withhold or nullify the whole or any part of final payment for reasons described in Section 00 72 00, General Conditions. 2.12 CONTRACTOR'S CONTINUING OBLIGATION A. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any progress or final payment by Engineer, nor the issuance of a certificate of Substantial Completion, nor any payment by District to Contractor under the Contract Documents, nor any use or occupancy of the Work or any part thereof by District, nor any act of acceptance by District nor any failure to do so, nor any review and approval of a Shop Drawing or sample submission, nor the issuance of a Notice of Acceptability by Engineer, nor any correction of defective Work by District will constitute an acceptance of Work not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents. 2.13 WAIVER OF INTEREST A. The District shall have no obligation to pay and the Contractor hereby waives the right to recover interest with regard to monies which the District is required to withhold by reason of judgment, order, statute, or judicial process. 2.14 SATISFACTION OF CLAIMS AND LIENS A. Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the District, a complete release of all liens and claims arising out of this Contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the releases and receipts include all the labor and material for which a lien or claim could be filed; but the Contractor may, if any Subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Engineer, to indemnify the District against any lien or claim. If any lien or claim remains unsatisfied after all payments are made, the Contractor shall refund to the District all monies March 2026 DOCUMENT 01 77 00 SUT PUMP REPLACEMENT CLOSEOUT REQUIREMENTS 4 that the latter may be compelled to pay in discharging such a lien, or claim, including all costs and reasonable attorney's fees. B. Prior to final payment by the District, the Contractor shall submit a final waiver of lien for the Contractor's work, in the forms prescribed by California Civil Code §8136, together with releases of lien from any subcontractor or supplier. 2.15 DISBURSEMENT OF RETENTION PROCEEDS A. In accordance with Section 7107 of the Public Contracts Code with respect to all contracts entered into on or after January 1, 1993 relating to the construction of any public work of improvement the following shall apply. B. The retention proceeds withheld from any payment by the District from the original Contractor, or by the original Contractor from any Subcontractor, shall be subject to this paragraph. 1. Within sixty (60) days after the date of completion of the work, the retention withheld by the District shall be released. 2. In the event of a dispute between the District and the original Contractor, the District may withhold from the final payment an amount not to exceed one hundred fifty percent (150%) of the disputed amount. C. Subject to subsection D, within seven (7) days from the time that all or any portion of the retention proceeds are received by the original Contractor, the original Contractor shall pay each of its subcontractors from whom retention has been withheld, each subcontractor's share of the retention received. However, if a retention payment received by the original Contractor is specifically designated for a particular subcontractor, payment of the retention shall be made to the designated subcontractor, if the payment is consistent with the terms of the subcontract. D. The original Contractor may withhold from a subcontractor its portion of the retention proceeds if a bona fide dispute exists between the subcontractor and the original Contractor. The amount withheld from the retention payment shall not exceed one hundred fifty percent (150%) of the estimated value of the disputed amount. E. In the event that retention payments are not made within the time periods required by this Part, the District or original Contractor withholding the unpaid amount shall be subject to a charge of two percent (2%) per month on the improperly withheld amount, in lieu of any interest otherwise due. Additionally, in any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to attorneys' fees and costs. F. Any attempted waiver of the provisions of Section 7107 of the California Public Contract Code shall be void as against the public policy of this state. March 2026 DOCUMENT 01 77 00 SUT PUMP REPLACEMENT CLOSEOUT REQUIREMENTS 5 2.16 REUSE OF DOCUMENTS A. Neither Contractor nor any Subcontractor or Supplier or other person or entity performing or furnishing any of the Work under a direct or indirect contract with District shall have or acquire any title to or ownership rights in any of the Drawings, Plans and Specifications or other documents (or any copies of such documents) prepared by or bearing the seal of Engineer, and they shall not reuse any of such documents on extensions of the Project or any other project without written consent of District and Engineer and specific written verification or adaptation by Engineer. 2.17 RETENTION OF RECORDS A. In accordance with Government Code §8546.7, records of both the District and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment. Contractor shall make available to the District any of the Contractor's other documents related to the Project immediately upon request of the District. In addition to the State Auditor rights above, the District shall have the right to examine and audit all the books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at not additional cost to the District, for a period of four (4) years after final payment. END OF SECTION March 2026 DOCUMENT 01 77 00 SUT PUMP REPLACEMENT CLOSEOUT REQUIREMENTS 6 CLOSEOUT AGREEMENT AND RELEASE OF CLAIMS THIS AGREEMENT AND RELEASE OF CLAIMS is made in South Lake Tahoe, California, this day of , , by and between South Tahoe Public Utility DISTRICT, hereinafter referred to as "DISTRICT", and hereinafter referred to as "CONTRACTOR". KNOW ALL PERSONS BY THESE PRESENTS: 1. That the undersigned, as the authorized representative of CONTRACTOR, for and in consideration of ($ ), contract amount, and the sum of ($ . for said Contract Change Orders Nos. 1 through , receipt of which is hereby acknowledged, has submitted waivers from all subcontractors and suppliers in the form required by Civil Code §8132 - 8138, and does hereby and for each of its successors, assigns and partners, release acquit and forever discharge the SOUTH TAHOE PUBLIC UTILITY DISTRICT OF EL DORADO COUNTY, CALIFORNIA, and each of its successors, assigns, officers, agents, servants, and employees, from any and all rights, claims, demands, debts, obligations, liabilities, actions, damages, costs, expenses and other claims whatsoever, which might have been asserted against DISTRICT by reason of any matter or thing which was the subject matter of or basis for: A. The performance of all terms and conditions of that certain agreement dated for Purchase Order No. DISTRICT project described as South Upper Truckee Well Pump Replacement Project. B. Change Orders Nos. 1 through _ as approved by the parties, pertaining to Purchase Order No. and shown in Payment Request No. , dated 2. That the undersigned, as the authorized representative of DISTRICT, for and in consideration of the CONTRACTOR's completion of Purchase Order No. does hereby and for each of its successors, and assigns, releases, acquits and forever discharge and each of its successors, assigns, officers, agents, servants, and employees, and sureties from any and all rights, claims, demands, debts, obligations, liability, actions, costs, expenses whatsoever which might have been asserted against CONTRACTOR, except for all rights accruing to the DISTRICT arising out of (1) patent and latent construction defects as codified by California Code of Civil Procedure Sections 337.10 and 337.15, (2) third party claims brought against the DISTRICT, and (3) warranty claims, which rights are specifically reserved and not released, provided by reason of any matter or thing which was the subject matter of or basis for: A. The performance of all terms and conditions of that certain agreement dated for Purchase Order No. DISTRICT project described as South Upper Truckee Well Pump Replacement Project. B. Change Orders Nos. 1 through as approved by the parties, pertaining to Purchase Order No. and shown in Payment Request No. dated 3. Nothing contained herein shall waive or alter the rights, privileges, and powers of the DISTRICT or the duties, liabilities and obligations of the CONTRACTOR and its surety in respect to any portions of the Specifications for Purchase Order No. , including but not limited to indemnity and warranty obligations. 4. The DISTRICT has received no claims from the CONTRACTOR. 5. The DISTRICT filed and recorded a NOTICE OF COMPLETION with the El Dorado County Recorder on , 2021 as such the statutory lien period expired on , 2021. 6. The presently retained amount is $ Original Contract amount $ Total Change Order Amount $ Other Encumbrances $ Less: Amount Previously Paid $ (Request Nos. 1 through ) Retainage $ BALANCE: $ The retainage will be released to the CONTRACTOR within sixty (60) calendar days after date of recording a NOTICE OF COMPLETION by El Dorado County Recorder or when all stop notices and other encumberances have been released, whichever last occurs. Release pursuant to this agreement shall not apply to CONTRACTOR's rights to the presently retained amount until such time as such amounts are received in full by CONTRACTOR. 7. CONTRACTOR and DISTRICT agree that the total adjusted contract price and time of performance for Purchase Order No. after the execution of change orders shall be as follows: Original Contract Price $ Original Calendar Days Total Adjusted Price $ Total Adjusted Calendar Days 8. It is understood and agreed by the undersigneds that the facts with respect to which the foregoing Release is given may hereafter turn out to be other than or different from the facts in that connection now known to be or believed by said undersigneds to be true, and the undersigneds hereto expressly assume the risk of the facts turning out to be different than they now so appear, and agree that the foregoing Release shall be, in all respects, effective and not subject to termination or recession by any such difference in facts and undersigneds hereby expressly waive any and all rights the undersigneds have or may have under California Civil Code Section 1542, which provides as follows: "A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the Release which if known by him must have materially affected his settlement with the debtor." 9. The releases made by the CONTRACTOR and the DISTRICT herein are not to be construed as an admission or admissions of liability on the part of either party and that the parties deny liability hereof. Unless arising out of a right expressly reserved herein, the undersigneds agree that they will forever refrain and forebear from commencing, instituting or prosecuting any lawsuit, action or other proceeding against the other party based on, arising out of, or in any way connected with the subject matter of this Release. 10. The CONTRACTOR hereby releases the DISTRICT from all claims, including those of its Subcontractors for all delay and impact costs, if any. 11. The CONTRACTOR represents and warrants to the DISTRICT that the CONTRACTOR has not heretofore assigned or transferred or purported to assign or transfer to any person, firm, corporation, association or entity any of the rights, claims, warranties, demands, debts, obligations, liabilities, actions, damages, costs, expenses and other claims whatsoever and the CONTRACTOR agrees to indemnify and hold harmless the DISTRICT against, without limitation, any and all rights, claims, warranties, demands, debts, obligations, liabilities, actions, damages, costs, expenses and other claims, including attorney's fees, arising out of or connected with any such assignment or transfer or purported assignment or transfer. 12. The undersigned acknowledge that they have been represented by counsel of their own choice in connection with the preparation and execution of this Closeout Agreement and Release of Claims. The undersigned acknowledge and represent that they understand and voluntarily consent and agree to each and every provision contained herein. 13. The undersigned further declare and represent that no promise, inducement or agreement, not herein expressed, have been made to the undersigned and that this Release contains the entire agreement among the parties hereto and that the terms of the Release are contractual and not a mere recital. 14. The persons executing this Closeout Agreement and Release of Claims represent and warrant to the other party that the execution and performance of the terms of this Release have been duly authorized by all requisite corporate, partnership, individual, or other entity requirements and that said persons have the right, power, legal capacity and authority to execute and enter in the Closeout Agreement and Release of Claims. PAUL HUGHES, GENERAL MANAGER DATED ATTEST: MELONIE GUTTRY, CLERK OF BOARD DATED CONTRACTOR DATED 02 40 00 DEMOLITION PART 1 - GENERAL 1 .01 DESCRIPTION A. Provide all demolition required to perform the work covered under this contract including without limitation: 1 . Remove existing construction shown to be removed or any existing items that are required to be removed to accomplish design intent shown on the Drawings. 2. Remove and replace existing construction and/or finishes as required to provide access to perform other work included in this contract and as indicated on drawings. 3. Include removal of mechanical and electrical work that is to be abandoned and is contained in construction to be removed whether or not the mechanical and electrical work is shown. Disconnect and cap off utilities in accordance with applicable codes and safety regulations. a. Include removal and/or relocation of irrigation line, sprinklers, control boxes and any appurtenances as indicated on drawings. Provide all parts and accessories for any relocation required. 4. Where utilities that are not shown pass through construction that must be removed and those utilities serve other areas notify the District before disrupting service. If rerouting is required to maintain service, the District may issue a Change Order to accomplish the required work. 5. Store and protect items intended for reuse. 6. Assume ownership of debris and unwanted materials, remove from the site and dispose of legally. a. Special requirements for waste management during renovation and construction operations. 1) Protect the environment, both onsite and offsite, during renovation and construction operations. 2) Prevent environmental pollution and damage. 3) Maximize source reduction, reuse, and recycling of solid waste. SUTVTP March 2026 02 40 00 - 1 4) Follow Tahoe Regional Planning Agency's standards and best management practices for waste management and material pollution prevention. 7. Comply with all State permit requirements for demolition. If illegal electrical wiring is encountered such as "BX" or nonmetallic sheathed cable, notify the Engineer. 8. Remove and properly dispose of unwanted fixed equipment, including without limitation unwanted lockers, shelving, hoods, equipment, machinery, and devices built into or attached to the building. Remove all loose items including rubbish, debris, etc. 1 .02 NOISE AND DUST CONTROL A. Perform work in accordance with requirements in Division 1. Particular attention is directed without limitation to paragraphs titled: District and Contractor's Use of Premises, Cleanup During Construction, Fire Protection During Construction, Maintenance of Exit Routes for Building Users, Temporary Dust Barriers, Noise Control and Care of Existing Facilities. B. The contractor shall prevent dust from being generated during construction in compliance with all Tahoe Regional Planning Agency, El Dorado County, State of California, and federal regulations. C. Provide temporary partitions if necessary to control dust and noise and exclude unauthorized persons. D. Perform work in a manner to cause least disturbance to building occupants and least damage to work to remain. E. Maintain adequate means of safe, clear egress for building occupants and all private driveways and vehicular access within the sites. F. Employ all available techniques for construction noise abatement. Use remote, well-mufflered air compressors and newest noise suppressed pneumatic and electric tools. 1 .03 WARNING A. The Contractor is advised that work under this Section may be hazardous. The Contractor is to take all necessary precautions to ensure the safety of workers and property. Removal of and/or working in areas containing even minor amounts of hazardous material including without limitation, asbestos, lead-based paint, PCBs or other hazardous materials requires special SUTVTP March 2026 02 40 00 - 2 precautions, knowledge, and procedures. If hazardous material is suspected, notify the District. 1 .04 QUALITY ASSURANCE A. Maximize use of source reduction and recycling procedures. B. Diversion Goals: A minimum 50 percent by weight of total project solid waste to be diverted from landfill. 1 .05 PRECONSTRUCTION MEETING A. Prior to commencement of work, schedule and conduct meeting with District to review approved work plan to complete demolition of the discharge head. 1 .06 SUBMITTALS NOT USED 1 .07 PERMITS NOT USED PART 2: California Division of Occupational Safety and Health (Cal/OSHA): PRODUCTS NOT USED PART 3: EXECUTION 3.01 SOLID WASTE MANAGEMENT A. Develop and implement a waste management program in accordance with Tahoe Regional Planning Agency, ASTM E1609 and as specified herein. B. Collection: Implement a recycling/reuse program that includes separate collection of waste materials of the following types as appropriate to the project waste and to the available recycling and reuse programs in the project area: 1. Metal. a. Ferrous. b. Non-ferrous. 2. Debris. 3. Others as appropriate. SUTVTP March 2026 02 40 00 - 3 C. Recycling/Reuse: Maximize recycling and reuse of materials. 1 . Recycling/Reuse on project site: Coordinate with District. 2. Recycling/Reuse off project site: The following is a partial list for Contractor's information only. For more information, contact the California Environmental Protection Agency (CalEPA) and the local California's Unified Program. a. Habitat for Humanity, a non-profit housing organization that rehabilitates and builds housing for low-income families. Sites requiring donated materials vary. Contact the national hotline (800) HABITAT. b. California Materials Exchange (CAL-MAX) Program sponsored by the California Integrated Waste Management Board; (916) 255-2369. D. Handling: 1 . Clean materials that are contaminated prior to placing in collection containers. Deliver materials in accordance with recycling or reuse facility requirements (e.g., free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process). 2. Arrange for collection by or delivery to the appropriate recycling or reuse facility. 3. Hazardous Waste and Hazardous Materials: Handle in accordance with applicable regulations. 3.02 REMOVAL OF CONSTRUCTION IN AREAS TO RECEIVE NEW WORK A. In areas intended to receive new work and/or finishes, remove all unwanted non-structural partitions. B. Remove all unwanted mechanical and electrical work (whether shown or not) that is not wanted and is not needed to serve other areas that is in, on, or concealed behind work being removed. Cap off or terminate all mechanical or electrical work in accordance with the requirements of Division 26. C. Protect mechanical and electrical work that serves other areas. Relocate concealed mechanical and electrical work that is required to preserve service to other areas. D. Remove structural work designated for removal. Take precautions not to damage structural work intended to remain. Where temporary shoring is SUTVTP March 2026 02 40 00 - 4 needed, submit a design prepared by an appropriately licensed engineer for review before proceeding. E. If structural elements are encountered that were not shown, protect them from damage and report their presence to the District. 3.03 REMOVAL OF LIMITED PORTIONS OF EXISTING CONSTRUCTION TO PERMIT MODIFICATIONS A. Provide careful, selective cutting and removal of existing construction as required to permit relocation or modification. Cut and remove the least amount of work possible except when a larger area needs to be removed to permit strengthening existing construction or when required to remove finishes to a natural break line such as a corner or change in material. B. Protect existing construction to remain with temporary coverings. C. Treat existing mechanical, electrical, or structural work as described in other parts of this Section. D. When modifications are complete, replace removed work with new construction and finishes to match adjacent existing work. Standards of material and workmanship shall be in accordance with other portions of this Specification or if not covered then in accordance with current practice for this class of work. Salvaged materials may be used for replacement if in good condition. 3.04 REMOVAL OF EXISTING CONSTRUCTION TO PROVIDE ACCESS TO PERFORM WORK A. Provide careful selective cutting and removal of existing construction where required to permit installation of new concealed mechanical or electrical work, or installation of equipment, fixtures or devices. B. Treat existing mechanical, electrical, or structural work as described in other parts of this Section. C. Replace and/or patch removed construction and finishes in accordance with other parts of this Section. 3.05 PROTECTION OF WORK TO REMAIN A. Protect all work to remain. Repair damage with materials, workmanship, and finishes matching existing work when new. SUTVTP March 2026 02 40 00 - 5 B. Most existing floor finishes will not be replaced in this contract. It is essential these floors be protected from any damage due to impact, dirt, abrasion, paints, and solvents. 3.06 REMOVE UNWANTED FIXED EQUIPMENT A. Remove unwanted fixed and built-in equipment, machinery, machinery bases and similar items whether shown or not. Cut off protruding bolts or attachment devices flush with existing surfaces. B. If items are designated on the Drawings to be salvaged, remove them carefully without causing damage. Deliver items to be turned over to the Owner to the Owner's storage facility at 1275 Meadow Crest Drive, South Lake Tahoe, CA 96150. Notify Owner 2 weeks prior to delivery of salvaged items. 1 . Items to be salvaged include the well pump, column piping, engine generator, and chemical storage and metering equipment. C. Store and protect items to be reused until time of need on jobsite. 3.07 IF HAZARDOUS MATERIALS ARE ENCOUNTERED A. If hazardous materials are discovered, comply with paragraph 1.01 of this Section and all applicable laws. 3.08 REMOVAL AND DISPOSAL OF MATERIAL A. Use debris chutes with covered tops emptying into covered containers. B. Store debris in suitable covered containers located where directed by the District and remove from site when full. Follow Tahoe Regional Planning Agency's best management practices for dumpster management. Burning on the site is not permitted. C. Removed material (other than material to be reused) shall become the property of the Contractor who shall remove it from the site and dispose of it in a legal manner. 3.09 UTILITY LOCATES AND DEMOLITION A. There are electrical conduits that may nor may not be shown on the Drawings. Locate, demolish, and restore as required for the construction. END OF SECTION SUTVTP March 2026 02 40 00 - 6 05 05 23 ANCHORS IN CONCRETE AND MASONRY (FOR UNISTRUT SUPPORTS ONLY) PART 1: PART 1 — GENERAL 1.01 SUMMARY A. This section covers anchors used exclusively for mounting unistrut to support 3/4-inch plumbing and conduit in concrete or masonry. B. Any unanticipated structural anchorage required during course of construction shall be installed according to the direction of the Engineer. C. Anchors include: 1 . Post-installed mechanical expansion anchors. 2. Post-installed adhesive anchors with threaded rods. 1.02 REFERENCES A. ICC Evaluation Service Reports (ICC-ESR) or IAPMO-UES for all post- installed anchors. B. ACI 318 — Building Code Requirements for Structural Concrete (for minimum concrete strength reference). C. Manufacturer instructions for adhesives and mechanical anchors. 1.03 SUBMITTALS A. Product Data: Provide manufacturer datasheets for each anchor type, including diameter, material, finish, embedment depth, and recommended drill bit size. B. Installation Plan: Show anchor locations, spacing, and type for all supports. C. Evidence of compliance: Provide ICC-ESR or IAPMO-UES evaluation reports for all anchors proposed. 1.04 QUALITY ASSURANCE A. Installer shall be trained and experienced with the proposed anchor systems. B. Anchors shall be installed per manufacturer instructions and ICC-ES/IAPMO- UES reports. SUTVTP March 2026 05 05 23 - 1 1.05 DELIVERY, STORAGE, AND HANDLING A. Store anchors and threaded rods in a clean, dry location. B. Protect against bending, rust, or contamination. PART 2: PRODUCTS 2.01 ANCHORS — MECHANICAL EXPANSION A. Type: Torque-controlled or displacement-controlled expansion anchors. B. Material/Finish: Carbon steel with zinc coating (interior/dry) or Type 304 stainless steel (exterior/high moisture). C. Products (or equal): 1 . Hilti Kwik Bolt-TZ2 2. Simpson Strong-Tie Strong-Bolt 2 3. DeWalt Power-Stud SD6 D. Sizes: 1 . Diameter: 3/8". 2. Embedment: Minimum 2.5 inches; maximum 4 inches. 3. Drill hole depth: Embedment depth + 1 inch for adhesive setting (if required). 4. Hole diameter: Per manufacturer for specific anchor diameter. 5. Hole cleaning: Blow out dust with compressed air or brush 2.02 ANCHORS —ADHESIVE / GLUED-IN THREADED ROD A. Type: Two-component epoxy or vinyl-ester adhesive suitable for cracked concrete. B. Material: ASTM F1554 Grade 36 or Type 304 stainless threaded rod, UNC coarse thread. C. Products (or equal): 1 . Hilti HIT-RE 500 V3 2. Simpson SET-XP 3. DeWalt Pure110+ SUTVTP March 2026 05 05 23 - 2 D. Sizes: 1 . Threaded rod diameter: 3/8 2. Embedment depth: 2.5" minimum; 4" maximum 3. Drill hole diameter: Per manufacturer instructions for rod diameter E. Hole cleaning: Blow out dust with compressed air or brush, then re-blow before adhesive injection 2.03 NUTS AND WASHERS A. Hex nuts and flat washers required for all anchors. B. Materials and finish to match anchors: 1 . Zinc-coated for interior/dry 2. Type 304 stainless for exterior/high moisture 2.04 UNISTRUT SUPPORT HARDWARE A. Support channel: Strut framing per manufacturer, sized appropriately for application. B. Leveling nuts, washers, and brackets as required to achieve proper elevation and alignment. PART 3: EXECUTION 3.01 INSTALLATION — MECHANICAL ANCHORS A. Drill holes perpendicular to surface using proper size drill bit. B. Clean hole of dust and debris. C. Insert anchor per manufacturer instructions and torque per ICC-ESR. D. Install unistrut using leveling nuts and washers; adjust to proper elevation. 3.02 INSTALLATION —ADHESIVE ANCHORS A. Drill perpendicular hole to correct depth per manufacturer. B. Clean thoroughly: brush, blow, and vacuum dust. C. Inject adhesive and insert threaded rod; ensure rod is centered and shimmed if needed. SUTVTP March 2026 05 05 23 - 3 D. Allow adhesive to cure per manufacturer recommendations before applying load. E. Install unistrut with nuts and washers, adjust elevation as required. 3.03 FIELD QUALITY CONTROL A. Verify anchors are correctly installed, fully engaged, and unistrut is level. B. Inspect for proper embedment depth, torque, and absence of movement. C. Abandoned or failed holes shall be filled with non-shrink grout; do not reuse without Engineer approval. END OF SECTION SUTVTP March 2026 05 05 23 - 4 22 00 00 PLUMBING PART 1: GENERAL 1 .01 SUMMARY A. Section Includes: 1 . Plumbing fixtures and accessories. 2. Piping, valves, and accessories. 1 .02 REFERENCE STANDARDS A. American National Standards Institute (ANSI) Publication: 1 . A117.1: Specifications for Making Buildings and Facilities Accessible to and Usable by the Physically Handicapped B. Underwriters Laboratories Inc. Standards: 1 . U.L. 174 Standards for Safety C. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): 1 . Seismic Restraint Manual, Guidelines for Mechanical Systems. D. All state and local building codes including plumbing, mechanical, fire, building, and electrical. 1 .03 SUBMITTALS A. Submit in accordance with Section 01 33 00. B. Submit manufacturer's information with materials, dimensions, and data to show that the products conform to the specification requirements. All products in this Section shall be included in a single initial submittal. C. Submit operation and maintenance manuals where available from manufacturers. 1 .04 QUALITY ASSURANCE SUTVTP March 2026 22 00 00 - 1 A. Codes: Comply with the rules and regulations of authorities having jurisdiction over the work specified herein, including the applicable Plumbing Code with amendments. B. Permits and inspections shall be in accordance with General Conditions. C. The Drawings shall be taken in a sense as diagrammatic. Size of pipes and general method of running them are shown, but it is not intended to show every offset and fitting nor every structural difficulty that may be encountered. D. ADA compliance means that the plumbing item is accessible and usable by persons with disabilities. 1 .05 SEISMIC PROTECTION A. Provide equipment and piping with seismic protection as specified and as recommended by "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping System," latest edition by SMACNA. Provide more rigid restraint if required by Specification Section 40 27 00. PART 2: PRODUCTS 2.01 GENERAL A. Provide equipment and materials conforming to the standards and manufacturers' serial numbers shown, or equal. 2.02 PLUMBING FIXTURES AND ACCESSORIES A. Water hammer arrestors shall be Wade "Shokstop"; Zurn No. Z-1700; or equal. 2.03 PIPING, VALVES, AND ACCESSORIES A. Pipe, valve, and accessory systems for water supply and drainage systems shall be as defined in the Pipe Schedule. Products shall be as specified in Section 40 27 00. PART 3: EXECUTION 3.01 INSTALLATION A. Install escutcheons secured to pipe with set-screw where pipes or tubing pass through exposed walls or ceilings. SUTVTP March 2026 22 00 00 - 2 B. Provide unions or flanges where equipment is installed in piping. Also provide dielectric unions or couplings at points of connection of ferrous to non-ferrous metal piping. C. Provide a shut-off stop valve in the branch of every water, air, gas or vacuum pipe service upstream of every fixture or outlet. D. Provide identification nameplates for each item of mechanical equipment. Refer to Section 46 10 00. E. Furnish and install all supports, bracing and blocking required for the proper installation of the plumbing work specified herein. F. Water hammer arrestors shall be installed in water systems upstream of each solenoid valve, quick closing valve, and emergency shower. G. Provide valves where equipment drain connections are furnished and carry the discharge pipe to the nearest floor drain, drain trench or sump. Where no receptacle for drain exists, install drain piping to 1 inch above the floor. Drain piping and valve materials shall conform to the requirements of the system served. 3.02 TEST AND INSPECTION A. Test the systems and arrange for inspection by the proper authorities. B. Water piping shall be hydraulically tested at not less than working pressure psig and demonstrated to be leak-free for a one-hour test period or greater if required by Section 40 27 00. C. Waste, drain and vent piping shall be tested in conformance with the Uniform Plumbing Code with local amendments. END OF SECTION SUTVTP March 2026 22 00 00 - 3 26 05 00 GENERAL ELECTRICAL REQUIREMENTS PART 1: GENERAL 1 .01 SECTION INCLUDES A. Work Included: 1 . Provide all required labor, project equipment and materials, tools, construction equipment, safety equipment, transportation, and test equipment, and satisfactorily complete all electrical work shown on the Drawings, included in these Specifications, or required for a complete and fully operating facility. In addition, provide wiring for the equipment that will be provided under other Divisions of these Specifications. 2. Provide conduit and wire all electrical equipment furnished under other Divisions. Coordinate with the supplier of electrical equipment specified under other Divisions. 3. Provide all conduit and wiring for all field-mounted instruments furnished and mounted under other Divisions, including process instrumentation primary elements, transmitters, local indicators and control panels. Contractor shall install vendor furnished or recommended cables specified under other Divisions. 4. Provide only conduit and wiring specified. All terminations and integration of sensors and electrical equipment into the station's control system shall be completed by the District. 5. Provide a complete raceway system for the specialty cable systems where specified in Plans. Install the specialty cable systems in accordance with the system manufacturer's installation instructions. Review of the raceway layout, prior to installation, with the system supplier and cable manufacturer to ensure raceway compatibility with the system and materials being furnished. Where redundant cables are furnished, install them in separate raceways. 6. Auxiliary Devices: Provide conduit and wire for power and control for all auxiliary devices such as solenoid valves, pressure switches, and instruments as specified in Plans. Contractor shall be responsible for SUTVTP March 2026 26 05 00 - 1 conduit and wire to these auxiliary devices even if not specifically shown on the Drawings or specified herein. B. Safety: Conduct operations in accordance with NFPA 70E, Standard for Electrical Safety Requirements for Employee Workspaces. 1 .02 CODE COMPLIANCE AND REFERENCE STANDARDS A. Electric equipment, materials and installation shall comply with the National Electrical Code (NEC) and with the latest edition of the following codes and standards: 1 . National Electrical Safety Code (NESC) 2. Occupational Safety and Health Administration (OSHA) 3. National Fire Protection Association (NFPA) 4. National Electrical Manufacturers Association (NEMA) 5. American National Standards Institute (ANSI) 6. Insulated Cable Engineers Association (ICEA) 7. Instrument Society of America (ISA) 8. Underwriters Laboratories (UL) 9. Factory Mutual (FM) 10. Institute of Electrical and Electronics Engineers 11.American Society of Testing Materials (ASTM) 12.Liberty Utility Company requirements B. Where reference is made to one of the above standards, the revision in effect at the time of bid opening shall apply. C. All materials and equipment for which a UL standard exists, shall bear a UL label. No such material or equipment shall be brought onsite without a UL label affixed. D. If the issue of priority is due to a conflict or discrepancy between the provisions of the Contract Documents and any referenced standard, or code of any technical society, organization or association, the provisions of the Contract Documents will take precedence if they are more stringent or SUTVTP March 2026 26 05 00 - 2 presumptively cause a higher level of performance. If there is any conflict or discrepancy between standard specifications, or codes of any technical society, organization or association, or between Laws and Regulations, the higher performance requirement shall be binding on the Contractor, unless otherwise directed by the Owner/Engineer. E. In accordance with the intent of the Contract Documents, the Contractor accepts the fact that compliance with the priority order specified shall not justify an increase in Contract Price or an extension in Contract Time nor limit in any way, the Contractor's responsibility to comply with all Laws and Regulations at all times. 1 .03 SUBMITTALS A. Shop Drawings shall be custom prepared for this project and submitted as listed in each of the Electrical Specification Sections. Shop drawings shall include the following: 1 . Complete materials list stating manufacturer, brand name and catalog number of each item or class of material. 2. For equipment, panels, boxes, control devices, wiring devices, and other uniquely-tagged items as indicated on the Drawings, include the respective tag(s) on each applicable shop drawing and cut sheet. 3. Shop drawings for grounding work not specifically indicated on the drawings but required under the NEC. 4. Front, side and rear elevations along with top views with required dimensional data. 5. Location of conduit entrances and access plates. 6. Catalog cuts defining component data. 7. Connection diagrams, terminal numbers, internal wiring diagrams, conductor size and cable numbers. 8. Method of anchoring, seismic requirements and weight. 9. Types of materials and finish. 10.Nameplates. 11.Temperature limitations, as applicable. 12.Voltage requirements, phase and current, as applicable. SUTVTP March 2026 26 05 00 - 3 13.Front and rear access requirements. 14.Test reports. B. O&M Manuals and other documentation, shall be submitted in accordance with these contract documents. The manuals shall be prepared specifically for this installation and shall include catalog data sheets, drawings, equipment lists, descriptions, parts lists, etc. to instruct operating and maintenance personnel unfamiliar with such equipment. All manuals and other documentation shall be submitted as listed in each of the Electrical Specification Sections and include the following: 1 . A comprehensive index. 2. A complete "As-built" set of approved shop drawings. 3. A complete list of the equipment supplied, including serial numbers, ranges and pertinent data. 4. Detailed service, maintenance and operation instructions for each item supplied. 5. Special maintenance requirements particular to this system shall be clearly defined, along with special calibration and test procedures. 6. Complete parts list with stock numbers, including spare parts. C. At the time of delivery of the equipment, the Contractor shall have an approved shop drawing in his possession for the Owner's Inspector and/or Owner's Engineer for verification. D. As-Built Drawings: As the work progresses, legibly record all field changes on a set of Project Contract Drawings, hereinafter called "As-Built Drawings". The As-Built Drawings and specifications shall be kept up to date throughout the project. As-Built Drawings shall accurately show the installed condition of the following items at a minimum: 1 . Raceways and pullboxes. 2. Conductor sizes and conduit fills. 1 .04 TESTS A. The Contractor shall be responsible for factory and field tests indicated in Division 26, as required by the Engineer and as required by other authorities having jurisdiction. SUTVTP March 2026 26 05 00 - 4 B. Furnish necessary testing equipment C. Pay the costs of the tests, including replacement parts and labor due to damage resulting from damaged equipment or from testing and correction of a faulty installation. D. Reporting 1 . Where test reporting is indicated, submit proof-of-design test reports for mass-produced equipment with the Shop Drawings. 2. Submit factory performance test reports for custom-manufactured equipment for approval prior to shipment. 3. Submit field test reports for review prior to Substantial Completion. E. Remove and replace equipment or material that fails a test, or, if the Engineer approves, repair and retest for compliance. F. Connections to equipment or materials with a factory warranty shall be as recommended by the manufacturer and shall be performed in a manner that does not void the warranty. 1 .05 DEMOLITION AND RELATED WORK A. General 1 . Perform electrical demolition work as indicated. 2. The Contractor is cautioned that demolition work may also be indicated on non-electrical Drawings. 3. Coordinate with all trades regarding electrical de-energization, disconnection and removal, and the overall sequence of construction. B. Junction Boxes 1 . Wiring and conduits indicated to be extended shall be terminated in a new junction box with terminal strips. 2. Provide a junction box with a NEMA rating in accordance with the area in which it is located and sized as required by the NEC. 3. Properly identify wires and terminals before disconnection. C. Remove and relocate material and equipment indicated to be relocated or reused, and reinstall with care in order to prevent damage. SUTVTP March 2026 26 05 00 - 5 D. Place materials indicated to be returned to the Owner in boxes, with the contents clearly marked, and store at a location determined by the Engineer. 1 .06 COORDINATION A. Coordinate the electrical work with the other trades, code authorities, utilities, and the Owner. B. Where connections must be made to existing installations, properly schedule all the required work with the Owner, including the power shutdown periods. C. Submit a written sequencing request indicating the sequence and duration of activities to be performed during the plant shutdown. D. Switching, safety tagging and other project related tasks required for shutdown or to isolate existing equipment, shall be performed by the Contractor. E. In no case shall the Contractor begin any work in, on or adjacent to existing equipment without written authorization from the Engineer. F. Modifications 1 . Perform modifications or alterations to existing electrical facilities as required to successfully install and integrate the proposed electrical equipment as indicated. 2. Perform modifications to existing equipment, panels and cabinets in a professional manner. Repair coatings of existing equipment to match existing 3. The costs for modifications to existing electrical facilities that are required for a complete and operable system shall be included as part of the Work. G. Existing Utilities 1. The cost of repairs of damages caused during construction shall be included as a part of the Work. H. Field Verifications 1 . Visit the site before submitting a Bid to become better acquainted with the Work of this Contract. 2. The lack of knowledge will not be accepted as justification for extra compensation to perform the Work. SUTVTP March 2026 26 05 00 - 6 3. The Contractor shall be responsible for field verifying the available space in switchgear, switchboards and/or motor control centers to integrate new overcurrent protective devices meeting the requirements of these Specifications. 4. The cost for the above field verifications shall be included as part of the Work. 1 .07 LOCATIONS A. General: Use equipment, materials and wiring methods suitable for the types of locations in which they are located, as defined in Paragraph B. herein. B. Definitions of Types of Locations: 1 . Dry Locations: All those indoor areas which do not fall within the definitions below for Wet, Damp, Hazardous, or Corrosive Locations and which are not otherwise designated on the Drawings. 2. Wet Locations: All locations exposed to the weather, whether under a roof or not, unless otherwise designated on the Drawings. 3. Damp Locations: All spaces wholly or partially underground, or having a wall or ceiling forming part of a channel or tank, unless otherwise designated on the Drawings. 4. Hazardous Locations: All areas in which fire or explosion hazards may exist, normally or accidentally, due to flammable gases or vapors, flammable liquids, combustible dust, or ignitable fibers or flyings. These areas are shown on the Drawings, together with the Class and Division designations as defined in the NEC, determining the enclosure types and wiring methods required.(no hazardous locations at either Al Tahoe or Bayview) 5. Corrosive Locations: Areas where chlorine or sulfur dioxide gas under pressure, sulfuric acid, or liquid polymer are stored or processed. These areas are shown on the Drawings. C. Unless otherwise specified herein or shown on the Drawings, electrical enclosures and associated installations shall have the following ratings: 1 . NEMA 1 gasketed or 12 for dry, non-process indoor above grade locations SUTVTP March 2026 26 05 00 - 7 2. NEMA 3R for outdoor installations identified not to be hazardous or corrosive. 3. NEMA 4X enclosures of Type 304 or 316 stainless steel in corrosive areas except in chlorine and HFS areas where non-metallic enclosures shall be provided. 4. NEMA 6 or 6P enclosures for submersible, indoor or outdoor use. Enclosures for temporary submersion shall be rated NEMA 6 and prolonged submersion shall be rated 6P at limited depth. 1 .08 SIZE OF EQUIPMENT A. Investigate each space in the structure through which equipment must pass to reach its final location. Coordinate shipping splits with the manufacturer to permit safe handling and passage through restricted areas in the structure. PART 2: PRODUCTS 2.01 GENERAL A. Products that are specified by manufacturer, trade name or catalog number establish a standard of quality and do not prohibit the use of equal products of other manufacturers provided they are favorably reviewed by the Engineer prior to installation. B. It is the intent of these Specifications and Drawings to secure high quality in all materials and equipment in order to facilitate operation and maintenance of the facility. All equipment and materials shall be new and the products of reputable suppliers having adequate experience in the manufacture of these particular items. For uniformity, only one manufacturer will be accepted for each type of product. All equipment shall be designed for the service intended and shall be of rugged construction, of ample strength for all stresses, which may occur during fabrication, transportation, erection, and continuous or intermittent operation. All equipment shall be adequately stayed, braced and anchored and shall be installed in a neat and workmanlike manner. Appearance and safety, as well as utility, shall be given consideration in the design of details. C. All components and devices installed shall be standard items of industrial grade, unless otherwise noted, and shall be of sturdy and durable construction suitable for long, trouble-free service. Light-duty, fragile and competitive grade devices of doubtful durability shall not be used. SUTVTP March 2026 26 05 00 - 8 D. Where a NEMA enclosure type is indicated in a non-hazardous location, use that type of enclosure despite the fact that certain modifications such as cutouts for control devices may negate the NEMA rating. E. Temperature Ratings of Equipment Terminations and lugs shall be rated for use with 75-degree C conductors. Wire sizes in the Contract Documents are based on NEC ampacity tables using the 75-degree C ratings. 2.02 MOUNTING HARDWARE A. Miscellaneous Hardware 1 . Provide nuts, bolts and washers constructed of stainless steel. 2. Provide threaded rods for trapeze supports constructed from continuous threaded galvanized steel, 3/8-inch diameter minimum. 3. Slotted channel a. Construct struts for mounting of conduits and equipment of stainless steel slotted channel. b. Where contact with concrete or dissimilar metals may cause galvanic corrosion, use suitable non-metallic insulators in order to prevent such corrosion. c. Slotted channel manufacturer shall be Unistrut, B-Line or approved equal. 4. Provide plastic protective end caps for all exposed slotted channel ends. End caps shall be manufactured by Unistrut P2860-33 or approved equal 5. Provide anchors for attaching equipment to concrete walls, floors and ceilings as described in Section 05 05 23. 2.03 NAMEPLATES A. For each piece of electrical equipment, provide a manufacturer's nameplate showing his name, location, the pertinent ratings and the model designation. B. Identify each piece of equipment and related controls with a rigid laminated engraved phenolic nameplate. Engrave nameplates with the inscriptions indicated on the Drawings and, if not so indicated, with the equipment name. Securely fasten nameplates in place using fasteners constructed of brass, cadmium plated steel or stainless steel and screwed into inserts or tapped holes as required. Where no inscription is indicated on the Drawings, furnish SUTVTP March 2026 26 05 00 - 9 nameplates with an appropriate inscription furnished by the Engineer upon prior request by the Contractor. C. Provide engraved characters of the block style, with no characters smaller than 1/8 inch top to bottom. 2.04 PAINTING A. Equipment: Refer to each electrical equipment section of these Specifications for painting requirements of equipment enclosures. Repair any final paint finish, which has been damaged or is otherwise unsatisfactory, to the satisfaction of the Engineer. B. Wiring System: Paint all exposed conduits, boxes and fittings to match the color of the surface to which they are affixed. Paint finishes shall include proper surface preparation, prime coat and a final finish coat. PART 3: EXECUTION 3.01 REQUIREMENTS A. All electrical installations shall conform to the codes and standards outlined in this Section. 3.02 WORKMANSHIP A. Assign a qualified representative who shall supervise the electrical construction work from beginning to completion and final acceptance. B. Perform all labor using qualified craftsmen, who have had experience on similar projects. Provide first-class workmanship for all installations. C. Ensure that all equipment and materials fit properly in their installations. D. Perform any required work to correct improperly fit installations at no additional expense to the Owner. E. Provide materials and incidental required for a complete and operable system, even if not required explicitly by the Contract Documents. F. Typical incidentals are terminal lugs not furnished with vendor-supplied equipment, compression connectors for cables, splices, junction and terminal boxes, and control wiring required by vendor-furnished equipment to connect with other equipment indicated in the Contract Documents. 3.03 CONDUCTOR IDENTIFICATION SUTVTP March 2026 26 05 00 - 10 A. Identify all wires and cables in conformance with the requirements of Section 26. This requirement applies to all equipment provided under this contract, regardless of Division, as well as to all conductors provided or worked on during this contract. 3.04 CUTTING, DRILLING, AND WELDING A. Provide any cutting, drilling, and welding that is required for the electrical construction work. B. Structural members shall not be cut or drilled, except when favorably reviewed by the Engineer. Use a core drill wherever it is necessary to drill through concrete or masonry. C. Provide the required welding for equipment supports. Conduits and fittings shall not be welded to structural steel. D. Perform patch work with the same materials as the surrounding area and finish to match, as specified in Division 3 of these Specifications. 3.05 EQUIPMENT STORAGE AND PROTECTION A. During construction, provide adequate storage for all equipment and materials that will become part of the completed facility so that it is protected from weather, dust, water, and other environmental impacts, or damage from construction operations. B. Store and protect products in accordance with manufacturer's instructions. Seals and labels shall be intact and legible. C. Store moisture sensitive products including electrical equipment, instruments and controls in weathertight, humidity and temperature-controlled enclosures to avoid condensation and dust buildup. D. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. E. Exercise care at all times after installation of equipment, motor control centers, etc., to keep out foreign matter, dust, dirt, debris, or moisture. Use protective sheet-metal covers, canvas, heat lamps, etc., as needed to ensure equipment protection. 3.06 CLEANING EQUIPMENT SUTVTP March 2026 26 05 00 - 11 A. Before final acceptance, thoroughly clean the electrical Work of cement, plaster and other materials. B. Clean out and vacuum all construction debris from the bottom of all equipment. C. Provide and touch-up to original condition any factory painting that has been marred or scratched during shipment or installation, using paint furnished by the equipment manufacturer. D. Remove temporary tags, markers, stickers and the like. E. Remove all oil and grease spots with a non-flammable cleaning solvent by carefully wiping and scraping cracks and corners. F. Clean luminaires inside and out. G. Dispose of cleaning debris and refuse off-site. END OF SECTION SUTVTP March 2026 26 05 00 - 12 26 05 10 ELECTRIC MOTOR DRIVES PART 1 : GENERAL 1.01 SUMMARY A. Section Includes: Provide motors to drive equipment specified in Division 43. Refer to driven equipment sections for additional requirements. Requirements of the driven equipment Specifications shall take precedence over the requirements of this Section, where conflict occurs. This Section applies to all electric motors furnished for this project, unless otherwise noted. 1.02 REFERENCE STANDARDS A. National Electrical Manufacturers Association (NEMA) Standard: 1 . MG 1 Motors and Generators B. Institute of Electrical and Electronics Engineers (IEEE) Standard: 1 . 112 Test Procedure for Polyphase Induction Motors and Generators C. Underwriters Laboratories (UL) Publication: Recognized Component Directory 1.03 SUBMITTALS A. For each motor, include the following data in the shop drawing submittal for the driven equipment, as part of the driven equipment's Product Review submittals: 1 . Machine name and specification number of driven machine 2. Manufacturer's name. 3. Motor model and dimension drawing, including motor weight. 4. Manufacturer's type and frame designation. 5. Nominal Horsepower output. 6. Time rating. 7. Maximum ambient temperature rating. 8. Winding Insulation class and temperature rise class. 9. RPM at full load. 10.Voltage, number of phases, frequency and full load amperes. SUTVTP March 2026 26 05 10 - 1 11.Code letter for locked rotor kVA. 12.Service factor at 40°C ambient. 13.NEMA design letter. 14.Enclosure type. 15.Bearing data including lubrication requirements, type and frequency. 16.KW input power and power factor at 75% and 100% of rated horsepower output. 17.Guaranteed minimum full load efficiency. Also, nominal efficiencies at 1/2 and 3/4 load. 18.Type of thermal protection or overtemperature protection, if included. 19.Wiring diagram for devices such as motor leak detection, temperature or zero speed switches, as applicable. 20.Power factor at 1/2, 3/4 and full load. 21.Recommended size for power factor correction capacitors to improve power factor to 0.95 percent lagging when operated at full load. B. If water cooling is required for motor thrust bearings, the Shop Drawing submittals shall indicate this requirement. 1.04 COORDINATION A. General: Coordinate motors with driven equipment requirements. Unless otherwise specified, equipment manufacturers or suppliers shall select and provide motors for their equipment in conformance with these Specifications. Give particular attention to coordination of requirements for: 1 . Power. 2. Starting torque. 3. Speed. 4. Bearing load. 5. Ambient temperature. 6. Frequency of starting. 7. Moisture exposure. SUTVTP March 2026 26 05 10 - 2 B. Suppliers of motors shall: 1 . Provide all relevant motor data to the pump manufacturer for vibration, reed critical frequency and other required analyses. 2. Provide motors capable of delivering nameplate horsepower rating (with additional service factor, if appropriate) at 6,400 feet and at 40°C. 1.05 SPECIFIC REQUIREMENTS A. The following motor characteristics are specified with the driven equipment in all cases: 1 . Speed. 2. Horsepower or supplier responsibility to determine. 3. Horizontal or vertical arrangement. 4. Indoor or outdoor location. B. Additional motor characteristics are specified with the driven equipment only where the required motor differs from the typical characteristics described below or where additional properties or characteristics are required that are not specified in this Section. PART 2: PRODUCTS 2.01 GENERAL A. Motors shall be designed, built, and installed in the driven equipment, to provide long, trouble-free life in industrial service and shall be rated in conformance with NEMA MG1. Motors rated 100 horsepower or less and rated 600V or less shall be listed in UL Recognized Component Directory or shall be listed and labeled by other organizations acceptable to the authority having code enforcement jurisdiction. B. Unless otherwise specified with the driven equipment, provide motors with the following typical characteristics: 1 . NEMA Design: Electric motors shall be NEMA Design B unless otherwise indicated. In no case shall starting torque or breakdown torque be less than the value in NEMA MG 1. Motors shall be suitable for the indicated starting method. 2. Voltage Ratings: SUTVTP March 2026 26 05 10 - 3 a. 1/2 horsepower or less: 115 volts, single phase, 60 Hz, capacitor start. Small fan motors may be split phase or shaded pole type if standard for the equipment. Dual voltage motors rated 115/230 volts, 115/208 volts, or 120-240 volts are acceptable, provided leads are brought out to the conduit box. b. Above 1/2 horsepower: 460 volts, three phase, 60 Hz, squirrel cage induction motors. Dual voltage motors rated 230/460 volts or 208/230/460 volts are acceptable, provided every lead is brought out to the conduit box. 3. All motors shall have a service factor of 1 .15 in an ambient temperature of 40°C. a. Exceptions: Motors, which have special enclosures or winding configurations, may carry a Unity (1.0) Service Factor. Examples are totally enclosed, explosion proof, or submersible motors. 4. Windings shall be copper. 5. Horizontal motors 3 HP and larger and every vertical motor shall have split-type cast metal conduit boxes. Motors shall be provided with oversized conduit boxes. Motors other than open drip-proof shall be gasketed. 6. Provide ground lug inside the terminal box. 7. Provide lifting eye on each motor weighing more than 50 pounds. 8. Each motor shall be suitable for six starts per hour (5 minutes on and 5 minutes off, continuously) when powering the specific driven equipment required for this project. 9. Each motor shall have an overall sound power level at no load not greater than given in NEMA MG1-Part 9. 10. Motors, which have special operating characteristics such as multi-speed, high torque/high slip, short time intermittent ratings shall be nameplated to show how these characteristics differ from standard design. C. Increased circuit breaker, magnetic starter, and conductor and conduit capacities required for motors larger than the indicated sizes shall be provided as part of the Contractors work. D. Two speed motors shall be of the two-winding type. SUTVTP March 2026 26 05 10 - 4 E. Exempt Motors: Motors for valve operators, submersible pumps, or motors which are an integral part of standard manufactured equipment, i.e., non- NEMA mounting, common shaft with driven element, or part of domestic or commercial use apparatus may be excepted from these requirements to the extent that such variation reflects a necessary condition of motor service or a requirement of the driven equipment. 2.02 NAMEPLATE A. Provide stainless steel nameplate for each motor, attached to the motor by stainless steel screws or drive pins. Nameplates shall indicate clearly the information required by NEMA MG1, Part 10 and Part 12. 2.03 ENCLOSURE TYPE BY LOCATION A. Unless otherwise specified with the driven equipment, provide motors with the following typical enclosures: 1 . Indoors and non-hazardous: Horizontal motors shall be open, drip-proof; vertical motors shall be drip-proof with guard. 2. Outdoors, motor larger than 50HP, and non-hazardous: Vertical motors shall be weather-protected type I. Horizontal motors shall be totally enclosed, fan cooled. All motors shall have the following features: a. Bearing protection. b. Anti-corrosion treatment of external hardware and internal metal parts. c. Weatherproof terminal box with gaskets between the motor, terminal box, and terminal box cover. d. Guard screens on ventilation openings. e. Moderate moisture resistant insulation, specified hereinafter. f. Interior and exterior corrosion protection coatings. B. Special attention to leads into terminal box. When specifically called for in the Specifications for the driven equipment or required by Code, provide the following enclosure types: 1 . Severe duty: Motors shall have the following features: a. Totally enclosed, fan cooled enclosure. b. Stainless steel nameplate. SUTVTP March 2026 26 05 10 - 5 c. Cast iron housing, bearing brackets, and fan guard. d. Cast iron conduit box with threaded conduit entrance. e. Corrosion resistant fan. f. Corrosion resistant hardware. g. Automatic breather/drain. h. Ground lug. i. Regreasable bearings. j. Provision for excluding water and dust from bearings. k. Class F insulation. I. Service factor of 1.15. m. Epoxy coating on all external surfaces. 2.04 INSULATION A. Three phase motors shall be provided with Class F insulation, rated to operate at a maximum ambient temperature of 40 degrees C and at the altitudes where the motors will be installed and operated, without exceeding Class B temperature rise limits stated in NEMA MG 1-12.44. Single phase motors shall have Class F insulation with temperature rise not to exceed the insulation class. Motors to be operated from adjustable frequency drives shall be provided with insulation systems to withstand 1600 volt spikes, with dV/dT as defined in NEMA MG 1-31 . The adjustable frequency drive manufacturer shall coordinate with the motor manufacturer to determine when additional dV/dT protection is required. Where required, it shall be furnished and installed as per the manufacturer's written instructions. B. Where called for in the Specifications for the driven equipment, provide the following type of insulation: 1 . Moderate Moisture Resistant: Provide extra dip and bake of epoxy or polyester varnish to resist somewhat higher than normal moisture in the atmosphere. 2.05 MOTOR HORSEPOWER A. The maximum permissible motor loading: SUTVTP March 2026 26 05 10 - 6 1. Motors with service factor 1.15 or greater: 100% of nameplate horsepower. 2. Motors with service factor less than 1.15: 90% of nameplate horsepower. B. Probable motor horsepower ratings have been specified or shown on the Drawings. Changes from the specified horsepower may be accepted, if necessary, to assure that motors do not exceed their maximum permissible loading, as defined above, under normal operation. Motor horsepowers shall not be less than those specified in driven equipment sections. If a larger horsepower rating is required by the driven equipment, provide all changes required to motor starting and control equipment and to the conduit and wiring system without any additional cost to the Owner. 2.06 EFFICIENCY A. For motors 1 Horsepower and Larger: 1 . Provide NEMA premium efficient units. Motors shall be stamped with the efficiency on the nameplate with the caption "NEMA Nominal Efficiency" or "NEMA Nom. Eff." Premium efficiency motors shall have nominal and minimum efficiencies at full load not less than those listed in Table 16050- 1 . Both efficiencies shall be included in the Shop Drawing submittal. B. Efficiencies shall be determined by using the IEEE 112, Test Method B using segregated loss determination. C. Single-phase fractional horsepower motors 1/4 HP through 3/4 HP motors shall be high-efficiency split-capacitor types having minimum efficiency ratings of not less than 64% and power factors of not less than 94.5%. TABLE 16050-1 OPEN DRIP-PROOF (ODP) FULL-LOAD EFFICIENCIES OF NEMA PREMIUM EFFICIENCY MOTORS RATED 600 VOLTS OR LESS 2 POLE 4 POLE 6 POLE Nom. Min. Nom. Min. Nom. Min. HP Effic. Effic. Effic. Effic. Effic. Effic. 1 , 77.0 74.0 i 85.5 i 82.5 i 82.5 i 80.0 1.5 84.0 81.5 86.5 84.0 86.5 84.0 2 i 85.5 i 82.5 i 86.5 i 84.0 i 87.5 i 85.5 3 i 85.5 i 82.5 i 89.5 i 87.5 i 88.5 i 86.5 5 i 86.5 i 84.0 i 89.5 i 87.5 i 89.5 i 87.5 SUTVTP March 2026 26 05 10 - 7 7.5 i 88.5 i 86.5 i 91.0 i 89.5 i 90.2 i 88.5 10 i 89.5 i 87.5 i 91.7 i 90.2 i 91.7 i 90.2 15 i 90.2 i 88.5 i 93.0 i 91.7 i 91.7 i 90.2 20 i 91.0 i 89.5 i 93.0 i 91.7 i 92.4 i 91.0 25 i 91.7 i 90.2 i 93.6 i 92.4 i 93.0 i 91.7 30 i 91.7 i 90.2 i 94.1 i 93.0 i 93.6 i 92.4 40 i 92.4 i 91.0 i 94.1 i 93.0 i 94.1 i 93.0 50 93.0 91.7 ; 94.5 93.6 94.1 ; 93.0 60 i 93.6 i 92.4 i 95.0 i 94.1 i 94.5 i 93.6 75 i 93.6 i 92.4 i 95.0 i 94.1 i 94.5 i 93.6 100 i 93.6 i 92.4 i 95.4 i 94.5 i 95.0 i 94.1 125 94.1 ; 93.0 95.4 ; 94.5 95.0 94.1 150 i 94.1 i 93.0 i 95.8 i 95.0 i 95.4 i 94.5 200 i 95.0 i 94.1 i 95.8 i 95.0 i 95.4 i 94.5 250 i 95.0 i 94.1 i 95.8 i 95.0 i 95.4 i 94.5 300 95.4 ; 94.5 95.8 95.0 95.4 ; 94.5 350 i 95.4 i 94.5 i 95.8 i 95.0 i 95.4 i 94.5 400 i 95.8 i 95.0 i 95.8 i 95.0 i 95.8 i 95.0 450 i 96.2 i 95.4 i 96.2 i 95.4 i 96.2 i 95.4 500 . 96.2 . 95.4 1 96.2 . 95.4 1 96.2 . 95.4 Source: NEMA MG1 - 2011, Table 12-12 2.07 MOTOR THERMAL PROTECTION A. Provide resistance temperature detectors (RTD's) for all motors 200 horsepower and larger. RTD's shall be 100 ohm, platinum. Provide two RTD's per phase, and one RTD on the upper and lower bearings. 2.08 SPACE HEATERS A. On all outdoor motors, where called for in the Specifications for the driven equipment, or where shown on the Drawings provide space heaters or solid- state motor winding heating systems for motors. Heaters shall be 120 or 240 volts, single-phase, as required by the control circuit voltage. Heater wattage and voltage ratings shall be indicated on motor nameplate. 2.09 MOTOR BEARINGS A. General: Bearings shall conform to Section 11 00 00 - General Equipment and Mechanical Requirements, except as indicated herein. B. Motors greater than 2 HP shall have bearings designed for 17,500 hours (belted) or 100,000 hours (coupled) L-10 life. SUTVTP March 2026 26 05 10 - 8 C. Fractional Horsepower: Motors with fractional horsepower through 2 HP shall be provided with lubricated-for-life ball bearings. D. Horizontal Motors Over 2 HP: Motors larger than 2 HP shall be provided with relubricatable ball bearings. Lubrication shall be per manufacturer's recommendation for smooth operation and long life of the bearings. E. Vertical Motors Over 2 HP: Vertical motors larger than 2 HP shall be provided with relubricatable ball, spherical, roller, or plate type thrust bearings. Lubrication shall be per manufacturer's recommendation for smooth operation and long life of the bearings. F. Water Cooled Motors: If water cooling is required for the thrust bearings, cooling water lines shall be provided complete with shut-off valve, strainer, solenoid valve, flow indicator, thermometer, throttling valve, and, (where subject to freezing), insulation with heat tracing. G. Inverter Duty Motors: Provide an insulated bearing to prevent circulating bearing currents. 2.10 2.10 MANUFACTURERS, OR EQUAL A. U.S. Motors B. General Electric C. WEG PART 3: EXECUTION 3.01 INSTALLATION A. Install motors in driven equipment in conformance with motor manufacturer's recommendations and requirements. Motor nameplate shall be visible when installed on the driven equipment. Where applicable, shaft grounding devices shall be connected to the grounding system in accordance with the manufacturer's recommendations. B. Related electrical WORK involving connections, controls, switches, and disconnects shall be performed by District electricians. 3.02 FACTORY TESTS A. Motors shall be factory tested in conformance with IEEE 112, IEEE 43 - Recommended Practice for Testing Resistance of Rotating Machinery, and NEMA MG-2. Except where specific testing or witnessed shop tests are required by the specifications for driven equipment, factory test reports may SUTVTP March 2026 26 05 10 - 9 be copies of routine test reports of electrically duplicate motors. Test report shall indicate test procedure and instrumentation used to measure and record data. Test report shall be certified by the motor manufacturer's test personnel and be submitted to the ENGINEER. 3.03 FIELD TESTING A. The CONTRACTOR shall perform the following field tests: 1 . Inspect each motor installation for any deviation from rated voltage, phase, frequency, and improper installation. 2. Visually check for proper phase and ground connections. Verify that multi- voltage motors are connected for proper voltage. Verify shaft grounding devices are properly grounded. 3. Check winding and bearing temperature detectors and space heaters for functional operation. 4. Test for proper rotation prior to connection to the driven equipment. 5. Visually check that motor overload heaters are properly sized and that MCP breaker settings are correct for the motor installed. 6. Test insulation (megger test) of new and re-used motors in accordance with NEMA MG-1. Test voltage shall be 1000 VAC plus twice the rated voltage of the motor. END OF SECTION SUTVTP March 2026 26 05 10 - 10 26 05 19 LOW VOLTAGE WIRE AND CABLE PART 1: PART 1 - GENERAL 1 .01 SCOPE OF WORK A. Furnish labor, materials, equipment and incidentals necessary to install wire and cable specified under this Section. Electrical work shall be in accordance with Specification 26 05 00 — General Electrical Requirements. B. Work shall include building wire, cable, wiring connections and terminations and modular wiring systems. 1 .02 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM): 1 . B3-74 Specification for Soft or Annealed Copper Wire 2. B8-77 Specification for Concentric Lay Stranded Copper Conductors, Hard, Medium-Hard, or Soft 3. B173-71 Specification for Rope Lay Stranded Copper Conductors Having Concentric Stranded Members B. Insulated Cable Engineers Association (ICEA): 1 . S-66-524 Cross-Linked Thermosetting Polyethylene Insulated Wire and Cable C. International Electrical Testing Association (NETA); 1 . ATS Acceptance Testing Specifications D. National Electrical Manufacturers Association 1 . WC-3 Rubber Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy 2. WC-5 Thermoplastic-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy E. Underwriters Laboratories (UL) Standards: 1 . 62 Flexible Cords and Fixture Wire SUTVTP March 2026 26 05 19 - 1 2. 510 Insulating Tape 3. 1063 Stranded Conductors for Machine Tool Wire 1 .03 SUBMITTALS A. Submit the following material or equipment data: 1 . Each type of cable and wire to be used. 2. Cable and wire splices 3. Wire markers 1 .04 DELIVERY, STORAGE AND HANDLING A. The Contractor shall protect all cable and wire from being damaged at all times. B. Cable ends shall be protected from water entry in accordance with the manufacturer's recommended procedures. Cable ends shall not be left open in manholes or other locations subject to submergence. If the cable ends become submerged prior to splicing or termination, the cables shall be replaced in their entirety. C. Cables shall be pulled into raceways in accordance with the manufacturer's requirements. Under no circumstances shall cable pulling tensions exceed the manufacturer's written instructions. D. Pulling tensions on raceway cables shall be within the limits recommended by the cable manufacturer. Wire pulling lubricant, where needed, shall be UL approved. PART 2: PRODUCTS 2.01 CONDUCTORS A. General: Conductors, include grounding conductors, shall be stranded copper. Aluminum conductor and/or solid conductor wire and cable will not be permitted. Insulation shall bear the UL label, the manufacturer's trademark, and identify the type, voltage, and conductor size. Conductors except flexible cords and cables, fixture wires, and conductors that form an integral part of equipment such as motors and controllers shall conform to the requirements of Article 310 of the National Electric Code, latest edition, for current carrying capacity. Flexible cords and cables shall conform to Article 400, and fixture SUTVTP March 2026 26 05 19 - 2 wires shall conform to Article 402. Wiring shall have wire markers at each end. B. Power and Control Conductors, 600 Volts and Below: 1 . Stranded copper wire for power circuits shall be 600 volt Type XHHW or RHW, Class B stranding, sizes #12 AWG and larger. 2. Stranded copper wire for control circuits shall be 600 volt Type XHHW or RHW, Class B stranding, size #14 AWG. 3. Control wires inside panels and cabinets shall be machine tool grade type MTW, UL approved, rated for 90 degrees C at dry locations. 4. Fixture wire shall be 600 volt, silicone rubber insulated, 200°C, UL Type SF 2, with stranded copper conductors. 5. Cords shall be 600 volt, 2 conductors plus ground, Type SO, hard service, of adequate length and with grounding type plug attached, rated in amperes as shown on the Drawings. 6. Conductors for feeders as defined in Article 100 of the NEC shall be sized to prevent a voltage drop exceeding 3 percent at the farthest outlet of power, heating, and lighting loads, or combinations of such loads, and where the maximum total voltage drop on both feeders and branch circuits to the farthest connected load does not exceed 5 percent. 7. Conductors for branch circuits as defined in Article 100 of the NEC shall be sized to prevent voltage drop exceeding 3 percent at the farthest connected load or combinations of such loads and where the maximum total voltage drop on both feeders and branch circuits to the farthest connected load does not exceed 5 percent. 2.02 SPLICES AND TERMINATIONS OF CONDUCTORS A. Splices: 1 . Wire and Cable Splicing Materials and Applications: a. All Equipment: Crimp type connectors shall be insulated type with nylon jacket, suitable for the size and material of the wires and the number of wires to be spliced and for use with either solid or stranded conductors. They shall be UL listed. b. Division 26 Equipment and Power Conductors: Bolted pressure connectors shall be suitable for the size and material of the conductors SUTVTP March 2026 26 05 19 - 3 to be spliced. They shall be UL listed and of the split bolt or bolted split sleeve type in which the bolt or set screw does not bear directly on the conductor. c. All Equipment: Epoxy splice kits shall include epoxy resin, hardener, and mold, and shall be suitable for use in wet locations and hazardous locations. B. Terminations: 1 . Low Voltage Terminations: a. Crimp type terminals shall be UL listed, self-insulating sleeve type, with ring or rectangular type tongue, suitable for the size and material of the wire to be terminated, and for use with either solid or stranded conductors. b. Terminal lugs shall be UL listed and of the split bolt or bolted split sleeve type in which the bolt or set screw does not bear directly on the conductor. Tongues shall have NEMA standard drilling. c. Crimp with manufacturer recommended ratchet-type tool with calibrated dies. Hand crimping tools are not acceptable. C. Tape used for splices and terminations shall be compatible with the insulation and jacket of the cable and shall be of plastic material. Tape shall conform with UL 510. Varnished cambric, rubber and thermoplastic tape shall be used for all split-bolt terminations. D. Wire markers shall be heat shrink type (Raychem; T&B; or equal). Wire identification numbers shall be permanently imprinted on the markers. In locations which are not practical for heat shrink type labels, such as conduit bodies and small pull boxes, machine-printed, adhesive backed wire markers shall be used. Markers shall be custom-printed with the full identification string. Individual character markers and clip-on wire markers are not acceptable. PART 3: EXECUTION 3.01 CONDUCTOR INSTALLATION A. The Contractor shall provide, terminate and test all power, control, and instrumentation conductors. SUTVTP March 2026 26 05 19 - 4 B. The Contractor shall, as a minimum, provide the number of control wires listed in the conduit schedule or on the Contract Drawings. Excess wires shall be treated as spares for future use. C. Conductors shall not be pulled into any raceway until raceway has been cleared of moisture and debris. D. Wire in panels, cabinets, and wireways shall be neatly grouped using nylon tie straps, and shall be neatly fanned out to terminals. E. Single conductor cable in cable trays shall be No. 1/0 or larger and shall be of a type listed and marked for use in cable trays. Tray cable smaller than 1/0 shall be multi-conductor, with outer jacket. F. Provide the following types and sizes of conductors for the uses indicated for 600 volts or less: 1 . Stranded Copper, Size #14 AWG and Larger, Individual Conductors or CC: As shown on the Drawings for the control of motors or other equipment. Size #14 shall not be used for power supplies to any equipment. 2. Stranded Copper, Sizes #12 AWG and Larger: As shown on the drawings for motors and other power circuits. 3. Stranded Copper, #6 AWG and Larger. 4. Fixture Wire: For connections to all fixtures in which the temperature may exceed the rating of branch circuit conductors. G. Color Coding: All wire shall be coded with specific colors infused in the conductor insulation at the time of manufacture. If a conductor is specified in a gauge not available with integrally colored insulation, it shall be marked by the Contractor at the time of installation using colored electrical coding tape or an approved marking paint. Where tape or paint is used as the conductor identification system, it shall clearly distinguish the conductor over its entire exposed length in all junction boxes, manholes, conduit bodies, or other accessible intermediate locations, and at every termination. All wiring shall conform to the following wiring color code: SYSTEM CONDUCTOR COLOR 120/240 Volt AC, 1- Neutral White Phase, 3 Wire Line 1 Black Line 2 Red SUTVTP March 2026 26 05 19 - 5 Neutral White 120/208 Volt AC, 3- Phase A Black Phase, 4 Wire; Phase B Red Phase C Blue Neutral Grey 277/480 Volt AC, 3- Phase A Brown Phase 4 Wire Phase B Orange Phase C Yellow Earth, System, or Green Insulation, All Systems Equipment Ground Green w/ Yellow Tracer, or Bare Conductor 120 Volt AC Control Neutral White Power Circuits (In field Line 1 Black or in Control Cabinets) Line 2 Red 120 Volt AC UPS- Neutral White w/ Red Tracer derived Control Line Red w/ White Tracer Power (secondary side) 24 VAC Control Power Neutral White or Grey, with Circuits (In field or in Yellow Tracer Cabinets) Line Brown 12 or 24 Volt DC DC Negative Yellow Control Wiring (PLC DC Positive Orange Discrete I/O, etc.) DC Switched (DI/DO) Blue 120 Volt AC Control Common or Neutral White or Grey, w/ Blue Wiring inside or outside 120 VAC discrete inputs Tracer cabinets to/from PLC 120 VAC relay or discrete Blue Discrete I/O outputs Red Instrumentation Negative Polarity Black Twisted-shielded Positive Polarity (1st White (or clear) Cabling Conductor) (PLC Analog I/O @ Positive Polarity (2nd Red 4-20mA, or 1-5 Volt Conductor) DC, etc.) Process Shield Drain Wire Bare Conductor, or Signals to/from covered w/ heat-shrink tubing of a unique color Transmitters, Analyzers, etc. Instrumentation wiring PLC Analog Input Grey in cabinets Connections (PLC Analog I/O from PLC Analog Output Brown field terminations of Connections shielded cables). SUTVTP March 2026 26 05 19 - 6 H. Exercise care in pulling wires and cables into conduit or wireways so as to avoid kinking, putting undue stress on the cables or otherwise abrading them. No grease will be permitted in pulling cables. Only soapstone, talc, or UL listed pulling compound will be permitted. The raceway construction shall be complete and protected from the weather before cable is pulled into it. Swab conduits before installing cables and exercise care in pulling, to avoid damage to conductors. I. Cable bending radius shall be per applicable code. Install feeder cables in one continuous length unless splices are favorably reviewed. J. Provide an equipment grounding conductor, whether or not it is shown on the Drawings, in any flexible conduit or any raceway in which all or any portion of a run consists of non-metallic duct or conduit. For flexible conduit, an external bonding jumper is an acceptable alternative. K. Termination and integration of all wiring into control and breaker panels will be completed by the District. Leave a minimum of five feet of additional slack at the panel. 3.02 CONDUCTOR SPLICES AND TERMINATIONS A. Splices: Install all conductors without splices unless necessary for installation, as determined by the Engineer. Splices, when permitted, and terminations shall be in accordance with the splice or termination kit manufacturer's instructions. B. Terminations: 1 . Terminate stranded #14 wire using crimp type terminals where not terminated in a box lug type terminal. Terminals must be coordinated with type of terminal board where provided. 2. Excess control wire shall be long enough to terminate at any terminal block in the enclosure, be properly taped, be identified with origin and be neatly coiled. 3.03 CONDUCTOR IDENTIFICATION A. Identify each wire or cable at each termination and in each pullbox, junction box, handhole, and manhole using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard identification and circuit number. SUTVTP March 2026 26 05 19 - 7 Identify other circuits as shown in the circuit schedule or as favorably reviewed by the Engineer. B. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number. END OF SECTION SUTVTP March 2026 26 05 19 - 8 26 05 20 SIGNAL CABLE PART 1: PART 1 - GENERAL 1 .01 SECTION INCLUDES A. Provisions: Applicable provisions of Section 26 05 00 become a part of this Section as if repeated herein. B. Related Work Described Elsewhere: 1 . Division 40: Instrumentation and Controls 1 .02 REFERENCE STANDARDS A. American National Standards Institute (ANSI)/Telecommunications Industry Association (TIA): 1 . 568-C.2 Balanced Twisted-Pair Telecommunications Cabling and Components Standards B. American Society for Testing and Materials (ASTM): 1 . B8-11 Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft C. Institute of Electrical and Electronic Engineers (IEEE): 1 . 1143 Shielding Practice for Low Voltage Cables, Guide on D. Insulated Cable Engineers Association (ICEA) 1 . S-73-532 Standard for Control, Thermocouple, Extension, and Instrumentation Cable E. National Fire Protection Association (NFPA): 1 . 262 Standard Method of Test for Flame Travel and Smoke of Wires and Cables for Use in Air-Handling Spaces F. Underwriters Laboratories Incorporated (UL): 1 . 13 Standard for Power-Limited Circuit Cables 2. 83 Thermoplastic-Insulated Wires and Cables 3. 444 Communications Cables SUTVTP March 2026 26 05 20 - 1 4. 1666 Standard for Test for Flame Propagation Height of Electrical and Optical-Fiber Cables Installed Vertically in Shafts 1 .03 SUBMITTALS A. Submit material or equipment data in accordance with the Product Information category of the General Conditions and the submittal requirements of Section 26 05 00. PART 2: PRODUCTS 2.01 INSTRUMENTATION CABLE A. Provide UL listed, twisted pair instrumentation Tray Cable (TC) conforming to ICEA S-73-532, and suitable for transmission of 4-20mA analog, low voltage signals. B. The cable shall be two-conductor (2/C), three-conductor (3/C), four-conductor (4/C), or more as indicated on the Drawings. C. Each conductor in the cable shall be #16 AWG 7x24 stranded bare copper, or as indicated on the Drawings. D. Conductor insulation: Polyvinyl Chloride/Nylon E. Shield: Aluminum Foil, 100 percent coverage F. Drain wire: #18 AWG, stranded, tinned copper G. Jacket material: Polyvinyl Chloride, minimum thickness 0.047 inches. H. Insulation shall be rated at 600 volts. I. Temperature rating: UL dry, 90 degrees C; UL web, 75 degrees C J. Instrumentation cable installed in underground conduits shall be rated as suitable for the application. K. Instrumentation cable shall be Belden 3090A, 3091A, or approved equal. 2.02 RESISTANCE TEMPERATURE DETECTOR (RTD) CABLE A. Provide UL listed, twisted (triad) instrumentation Tray Cable (TC) as specified above for use with RTDs. PART 3: EXECUTION SUTVTP March 2026 26 05 20 - 2 3.01 CABLE INSTALLATION A. Signal cable shall be installed by personnel who have a minimum of 3 years' experience in terminating and splicing shielded twisted pair cables and coaxial cables. B. Adequate care shall be exercised by the installers to prevent cable damage or sheath distortion. Bending radius shall not be less than 10 times the cable outside diameter. C. Raceways shall be swabbed before installation of cable to remove moisture and debris. D. Cables shall be continuous from initiation to termination without splices except where specifically indicated. E. Cable shielding shall be grounded at one end only of the cable. Bonding shall be to a single ground point only. Bonding from cable to cable in multiple run installations shall not be permitted. F. Heat shrinkable sleeving shall be installed on all cables to insulate shielding at the ungrounded cable terminations. G. Signal cable shall not be run in the same raceway with power and control wiring except where specifically indicated. H. Where installed in control consoles containing power circuits, cables shall be routed a minimum of 2 inches distant. Color coding shall be strictly observed throughout the installation. I. Cable in panels, cabinets, and wireways shall be neatly grouped using nylon tie straps. Cables terminating in panels shall include enough slack to terminate anywhere in the panel, to be integrated by the District. J. Manufacturer's cable pulling tension shall not be exceeded. K. Pulling lubricant shall be UL approved. 3.02 CONDUCTOR SPLICES AND TERMINATIONS A. Splices: Install all conductors without splices unless necessary for installation, as determined by the Engineer. Splices, where approved, and terminations shall be in accordance with the splice or termination kit manufacturer's instructions. B. Terminations: SUTVTP March 2026 26 05 20 - 3 1 . Crimp-type terminals shall be UL listed, self-insulating, sleeve type with ring or rectangular tongue, suitable for size and material of the wire to be terminated and for use with either stranded or solid wire. Spade type lugs are acceptable with telephone cable systems only. 2. Crimp with manufacturer's recommended ratchet-type tool with calibrated dyes. Hand crimping tools are not acceptable. 3. Coaxial cable and connectors shall be terminated in accordance with the manufacturer's instructions. 3.03 CONDUCTOR IDENTIFICATION A. Identify each wire or cable at each termination, in each pullbox, and in each handhole using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard identification and circuit number. Identify motor control circuits using the equipment identification number assigned to the control unit by the motor control center manufacturer and the motor control unit terminal number. Identify other circuits as shown in the circuit schedule or as favorably reviewed by the Engineer. B. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number. END OF SECTION SUTVTP March 2026 26 05 20 - 4 26 05 33 ELECTRICAL RACEWAY SYSTEMS PART 1: PART 1 - GENERAL 1 .01 SCOPE OF WORK A. Furnish and install complete raceway systems as shown on the drawings and as specified herein. B. Raceways and conductors that are listed on the conduit and cable schedules are generally not shown on the Drawings, except where they are required to pass through a restricted or designated space and the Contractor would benefit from additional information. Conduit block diagrams indicate exposed conduits as solid lines and shall be run near the ceilings or along walls of the areas through which they pass and shall be routed to avoid interferences with HVAC ducts, cranes and hoists, lighting fixtures, doors and hatches, etc. Conduit block diagrams indicate concealed or buried conduits as dashed lines and shall be run in underground duct banks, center of concrete floor slabs, in partitions, or above hung ceilings as required. C. In the event that individual equipment loads provided are larger than indicated in the Contract Documents, revise raceways, conductors, starters, overload elements, and branch circuit protectors as necessary in order to control and protect the increased connected load in conformance to NEC requirements as part of the WORK. 1 .02 REFERENCE STANDARDS A. American National Standards Institute (ANSI) Publications: 1 . C80.1 Specification for Zinc Coated Rigid Steel Conduit 2. C80.5 Specifications for Rigid Aluminum Conduit B. Federal Specifications (FS): 1 . FS W C 1094 W C 1094A Conduit and Conduit Fittings, Plastic, Rigid 2. FS WW C 540 WW C 540A Conduit, Metal, Rigid, (Electrical, Aluminum) 3. WW C 540C Conduit, Metal, Rigid & Coupling, Elbow & Nipple, Electrical Conduit, Aluminum SUTVTP March 2026 26 05 33 - 1 4. FS WW C 566 WW C 566C Flexible Metal Conduit C. National Electrical Manufacturers Association (NEMA) Publications: 1 . RN 1 Polyvinyl Chloride Externally Coated Galvanized Rigid Steel Conduit and Electrical Metallic Tubing 2. TC2 Electrical Polyvinyl Chloride (PVC) Conduit 3. TC 6 PVC and ABS Plastic Utilities Duct for Underground Installation 4. TC14 Reinforced Thermosetting Resin Conduit (RTRC) and Fittings D. Underwriters Laboratories (UL) Standards: 1 . 6 Rigid Metal Electrical Conduit 2. 6A Electrical Rigid Metal Conduit —Aluminum, Red Brass and Stainless Steel 3. 360 Liquid-Tight Flexible Metal Conduit 4. 651 Electrical Rigid Nonmetallic Conduit and Fittings 5. 651A Type EB and A Rigid PVC Conduit and HDPE Conduit 6. 2515 Aboveground Reinforced Thermosetting Resin Conduit 1 .03 SUBMITTALS A. Submit complete catalog cuts of raceways, fittings, boxes, supports, and mounting hardware, marked where applicable to show proposed materials and finishes. B. Submit dimensional layout drawings showing proposed routing of raceways. 1 .04 LOCATIONS A. Refer to Section 26 05 00 for definitions of types of locations. PART 2: PRODUCTS 2.01 GENERAL A. Pull and junction boxes, fittings and other indicated enclosures that are dedicated to the raceway system shall comply with the requirements of this Section. SUTVTP March 2026 26 05 33 - 2 B. Provide exposed conduit of 3/4-inch minimum trade size. C. The use of short sections of 1/2-inch flexible conduit for final termination of field control devices and instrumentation is permitted. They may not be longer than 36 inches in length, and may only transition to the smaller size junction boxes or condulets at the field device. 2.02 CONDUIT RACEWAYS A. Galvanized Rigid Steel Conduit (GRS) shall be manufactured from mild steel, hot-dip galvanized inside and out, conforming to ANSI C80.1 and UL 6. Couplings shall be threaded type. Manufacturers shall be Allied Tube and Conduit, Wheatland Tube or approved equal. B. PVC coated rigid steel conduit (PGRS) shall meet the requirements of GRS above. A PVC coating shall be bonded to the outer surface with a thickness not less than 40 mils. The inside surfaces and threads of the conduit shall be provided with a 2-mil urethane coating. PGRS shall be manufactured in accordance with UL-6, ANSO C80.1 and NEMA RN1. Manufacturers shall be Robroy Industries Perma-Cote or Plasti-Bond series, Thomas & Betts Ocal Blue or approved equal. C. Liquidtight Flexible Conduit shall be constructed of a flexible galvanized metal core with a sunlight-resistant thermoplastic outer jacket. Conduit shall be manufactured in accordance with UL 360. Flexible conduit in hazardous areas shall be rated for the Class, Division and Group in which its installed. Manufacturers shall be Anaconda Sealtite, Electriflex Liquatite or approved equal. D. Rigid Nonmetallic Conduit: Rigid nonmetallic conduit shall be PVC Schedule 40 (PVC 40) or PVC Schedule 80 (PVC 80) and sunlight resistant. Conduit shall be approved for underground use and for use with 90°C wires, and shall conform to NEMA TC-2 and UL 651. Manufacturers shall be Carlon, Cantex or approved equal. 2.03 CONDUIT SUPPORTS A. For indoor, dry locations, supports for individual conduits shall be galvanized malleable iron one-hole type with conduit back spacer. All other locations shall be Type 316 stainless steel. B. For indoor, dry locations, supports for multiple conduits shall be hot-dip galvanized Unistrut or Superstrut channels, or equal. All associated hardware SUTVTP March 2026 26 05 33 - 3 shall be hot-dip galvanized. All other locations shall be Type 316 stainless steel. C. All channels, strut, threaded rods, nuts and clamps in corrosive areas shall be of epoxy resin reinforced fiberglass material. Provide Robroy, Superstrut, or equal. 2.04 FITTINGS A. General 1 . For use with metallic conduit, provide cast and malleable iron fittings of the threaded type with 5 full threads. 2. Fittings a. Provide fittings with neoprene gaskets and non-magnetic stainless steel screws. b. Attach covers by means of holes tapped into the body of the fittings. c. Covers for fittings attached by means of clips or clamps will not be accepted. 3. Terminations a. In outdoor areas, terminate conduit in rain-tight hubs as manufactured by Myers, O.Z. Gedney, Appleton or approved equal. b. In other than outdoor areas, provide sealed locknuts and bushings. B. Fittings for use with rigid steel shall be hot dipped galvanized steel or galvanized cast ferrous metal; access fittings shall have gasketed cast covers and be Crouse-Hinds Condulets, Appleton Unilets, or equal. Provide threaded-type couplings and connectors; set-screw type and compression- type are not acceptable. C. Fittings for use with PVC-coated GRS conduit shall be PVC-coated that are the products of the same manufacturer as the conduit. Both male and female threads and internal surfaces shall contain a 2-mil urethane coating. D. Fittings for use with rigid nonmetallic conduit shall be PVC and have solvent- weld-type conduit connections. Boxes shall be manufactured of PVC or fiberglass reinforced polyester (FRP). Manufactures shall be Carlon, Crouse- Hinds, Hoffman or approved equal. If such are not available, then the Specification for PVC coated galvanized rigid steel fittings shall apply. SUTVTP March 2026 26 05 33 - 4 E. Fittings for flexible conduit shall be Appleton Type ST, O.Z. Gedney Series 4Q, or approved equal. F. Combination expansion-deflection fittings with internal grounding shall be installed where conduit movement is expected in more than one dimension, and where conduits transition out of structures in locations where differential settlement may occur. Combination expansion/deflection fittings shall be manufactured by Crouse-Hinds Type XJGD or approved equal. G. Expansion fittings with internal grounding shall be installed wherever exposed raceway cross building expansion joints. Expansion fittings shall be Crouse Hinds Type XLGSA or approved equal. H. Union couplings for conduits shall be the Erickson type and shall be Appleton Type EC, O.Z. Gedney 3-piece Series 4, or approved equal. Threadless couplings shall not be used. I. Bushings: 1 . Bushings shall be the insulated type. 2. Bushings for rigid steel conduit shall be hot dip galvanized insulated grounding type, O.Z. Gedney Type HBLG, Appleton Type GIB, or approved equal. 2.05 BOXES A. Boxes specified herein are for use with raceway systems only. Boxes used for housing electrical and instrumentation equipment shall be as described elsewhere in these Specifications. B. NEMA 1 Areas: NEMA 1 terminal boxes, junction boxes, pull boxes, etc. shall be either sheet or cast malleable iron or aluminum depending on raceway material. Boxes shall be suitable for wall mounting or have feet where self- standing. Boxes shall have continuously welded seams and welds shall be ground smooth. Box bodies shall be flanged and shall not have holes or knockouts. Box bodies shall not be less than 14 gauge metal and covers shall not be less than 12 gauge metal. All boxes shall have hinged gasketed doors with quarter turn latches or 3-point latch (single operator) system on enclosures larger than 36 inches wide or 32 inches tall. Terminal boxes shall be furnished with terminal mounting straps and brackets. Terminal blocks shall be NEMA type, not less than 20A, 600V. Boxes shall be Concept Series as manufactured by Hoffman Engineering Co. or approved equal. SUTVTP March 2026 26 05 33 - 5 C. NEMA 4X Areas: NEMA 4X terminal boxes, junction boxes, pull boxes, etc. shall be Type 304 stainless steel. Boxes shall be suitable for wall mounting or have feet where self-standing. Boxes shall have continuously welded seams and welds shall be ground smooth. Box bodies shall be flanged and shall not have holes or knockouts. Box bodies shall not be less than 14 gauge metal and covers shall not be less than 12 gauge metal. All boxes shall have hinged gasketed doors with quarter turn latches or 3-point latch (single operator) system on enclosures larger than 36 inches wide or 32 inches tall. Terminal boxes shall be furnished with terminal mounting straps and brackets. Terminal blocks shall be NEMA type, not less than 20A, 600V. Boxes shall be Concept Series as manufactured by Hoffman Engineering Co. or approved equal. D. Boxes for use in chemically corrosive areas shall be of rigid PVC. Construction shall be the same as specified for NEMA 4X areas as specified above. 2.06 WIREWAYS AND AUXILIARY GUTTERS A. General: Wireways shall consist of a prefabricated channel-shaped trough with hinged or removable covers, associated fittings, and supports. Straight sections shall not be longer than 5 feet. Separate power, control, signal and communications cables by grounded metallic dividers in wireways or run in separate wireways. Cross-sectional dimensions shall be as indicated on the Drawings. Fittings shall consist of elbows, tees, crosses, and closing plates as required. B. Interior Locations: All components shall be constructed from sheet steel not less than 14 gauge and coated with a corrosion-resistant gray paint. Covers shall be held closed with hinges and clamps. C. Exterior Locations: Wireway and associated fittings shall be NEMA rated for the area in which it is to be installed. Wireways shall be supplied with gasketed closing end plates and gasketed hinged covers. D. Corrosive Locations: In corrosive locations provide enclosure type boxes for use as wireways. Enclosures and associated fittings shall meet NEMA 4X classifications and shall be manufactured from reinforced injection molded fiberglass or formed and welded stainless steel and shall have gasketed closing plates and hinged and gasketed covers with spring loaded Iatches.A SUTVTP March 2026 26 05 33 - 6 E. Ground the steel and aluminum wireway bodies. Provide steel dividers with steel wireways or aluminum dividers with aluminum wireways, and ground by means of an individual grounding conductor. F. Terminate conduits in all wet and damp locations with rain-tight hubs as manufactured by O.Z. Gedney, Myers or approved equal. In finished areas, provide sealed locknuts and bushings. 2.07 CONDUIT SEALANTS A. Moisture Barrier Types: Sealant shall be a non-toxic, non-shrink, non- hardening, putty type hand applied material providing an effective barrier under submerged conditions. B. Fire Retardant Types: Fire stop material shall be a reusable, non-toxic, asbestos-free, expanding, putty type material with a 3 hour rating in accordance with UL 1479. Provide products indicated by the manufacturer to be suitable for the type and size of penetration. PART 3: EXECUTION 3.01 CONDUIT, RACEWAY AND FITTING INSTALLATION A. No wire shall be pulled until the raceway system is complete in all details; in the case of concealed work, until all rough plastering or masonry has been completed; in the case of exposed work, until the raceway system has been completed in every detail. B. From pull point to pull point, the sum of the angles of all of the bends and offsets shall not exceed 270 degrees. C. Coat threads with a conductive lubricant before assembly. D. Provide joints that are tight, thoroughly grounded, secure and free of obstructions by use of a mandrel. Adequately ream the conduit in order to prevent damage to the wires and cables inside. Use strap wrenches and vises to install the conduit in order to prevent wrench marks on the conduit. Any conduit with wrench marks shall be replaced. E. The ends of all conduits shall be tightly plugged to exclude dust and moisture during construction. Duxseal, or 3M seal spray shall be used in all applications. Plugging with tape is prohibited, even for short periods of time. SUTVTP March 2026 26 05 33 - 7 F. For power, control and signal circuits, provide conduit per Conduit Use Tables below, unless specifically indicated otherwise on the Drawings: 1 . Exception: For raceways leaving a building above grade and then going below grade, provide PVC-coated GRS from a point 3 feet above grade to a point 5 feet from the building wall. G. Unless boxes have cast, threaded hubs, provide insulated type metallic grounding bushings for metallic conduits at all boxes. Bond together all conduits to provide continuity of the equipment grounding system. Size bonding conductor per NEC. H. Provide flexible conduit in lengths of not more than 36 inches at connections to motors, valves and any equipment subject to vibration or relative movement. All flexible conduits, regardless of length or manufacturer rating, shall have a dedicated ground bonding conductor pulled through, whether it is included in the conduit fill schedules or not. I. Damage to PVC coating of coated conduits or fittings shall be repaired with factory-approved PVC patching material to the original factory condition. J. Conduit Supports: Properly support all conduits as required by the NEC. Run all conduits exposed except where the Drawings indicate that they are to be embedded in the floor slab, walls, or ceiling, or to be installed underground. 1 . Exposed Conduits: a. Support exposed conduits within 1 foot of any outlet and at intervals not exceeding NEC requirements; wherever possible, group conduits together and support on common supports. Support exposed conduits fastened to the surface of the concrete structure by one-hole clamps, or with channels. Use conduit spacers with one-hole clamps. Coordinate conduit locations with piping, equipment, fixtures, and with structural and architectural elements. Conduits attached to walls or columns shall be as unobtrusive as possible and shall avoid windows. Run all exposed conduits parallel to building lines. No diagonal runs will be accepted. Bends in parallel runs shall be concentric and shall be run straight and true. b. Group together exposed conduits in horizontal runs located away from walls and support on trapeze hangers. Arrange such conduits uniformly and neatly. Trapeze hangers shall consist of channels of adequate size, suspended by means of minimum 3/8" diameter rods or other SUTVTP March 2026 26 05 33 - 8 suitable means from the ceiling or from pipe hangers. Install such runs so as not to interfere with the operation of valves or any other equipment, and keep at least 6 inches clear of any pipe which may operate at more than 100°F. Treat cut surfaces or damaged ends with corrosion-resistant coatings such as "Devcon Z", prepared by Subox Coatings; "Galvanox Type I", prepared by Pedley-Knowles; or approved equal. Application shall follow manufacturer's recommendation. K. Conduit Identification: In each handhole, pullbox, cabinet, motor control center or other equipment enclosure, identify each conduit using the conduit number shown on the Drawings by means of a stamped brass tag affixed with stainless steel wire; where affixing a tag is not feasible, identify conduits by affixing a brass tag with epoxy or other approved method of stenciling to the wall or structure adjacent to the conduit terminus. L. Conduit Seals: 1. Moisture Seals: Provide in accordance with NEC Paragraph 300.5(g). 2. Gas Seals: Provide in accordance with NEC Paragraph 501.5. M. Rigid PVC conduit shall be stored on a flat surface and shielded from the sun. CONDUIT USE TABLE 1 Inside Buildings Exposed Concealed Above In Embedded Slab Circuit Type Standard Corrosive Hazardous Suspended Stud In On Ceilings Walls Concrete Grade Power& GRS ' PVC PVC GRS GRS PVC-40 PVC-80 120 Vac Coated Coated Control GRS GRS Signal GRS PVC PVC GRS GRS GRS GRS Coated Coated GRS GRS CONDUIT USE TABLE 2 Outside Buildings Transition Duct Bank Within 5 Feet Circuit Type Exposed Buried In Soil Encased In of Building Concrete Power& 120 Vac PVC Coated GRS PVC Coated GRS PVC-40 PVC Control Coated GRS SUTVTP March 2026 26 05 33 - 9 Signal PVC Coated GRS PVC Coated GRS GRS PVC Coated GRS Notes: 1. Generally, the Conduit Use Tables apply. 2. Signal circuits are those subject to RF interference or induced current. MSPs, TSPs, telephone cable, coaxial cable, and manufacturer's cables specially designed for low level signals are all presumed to be part of signal circuits. 3. Provide fiberglass conduit where indicated on the Drawings. 3.02 WIREWAY INSTALLATION A. Straight sections and fittings shall be solidly bolted together to be mechanically rigid and electrically continuous. Dead ends shall be closed. Unused conduit openings shall be plugged. B. Wireways shall be supported every 5 feet. C. Wireways and auxiliary gutters shall not contain wiring or control devices and shall not extend over 30 feet in length. END OF SECTION SUTVTP March 2026 26 05 33 - 10 33 01 10 DISINFECTION PART 1: GENERAL 1 .01 SUMMARY A. Section Includes: 1 . Clean, flush and disinfect all surfaces with which the process water may come in contact in the following equipment, structures, tanks, pipelines, and accessories, including: a. Wells: 1) Well and well pump 2) Piping at the Well Station. b. Small pipelines: 1) Hot and cold domestic water piping. 2) Plant water. 2. Dispose of disinfection solution. 1 .02 REFERENCES A. American Water Works Association (AWWA): 1 . C651 AWWA Standard for Disinfecting Water Mains 2. C654 AWWA Standard for Disinfection of Wells 3. C655 AWWA Field Dechlorination B. National Sanitation Foundation (NSF)/American National Standards Institute (ANSI) 1 . NSF/ANSI Standard 60: Drinking Water Treatment Chemicals - Health Effects 2. NSF/ANSI Standard 61: Drinking Water System Components - Health Effects C. Related Sections: 1 . 33 01 11 Rehabilitation of Water Supply Wells SUTVTP March 2026 33 01 10 - 1 1 .03 SCHEDULING A. Schedule and coordinate the work with the Owner and Engineer. Once disinfection has been satisfactorily accomplished, no further entry to the interior of the facilities will be allowed unless entry must be made to perform repairs, in which case repeat disinfection on a localized basis at no additional cost to the Owner. The Contractor shall be responsible for maintaining security of the disinfected facilities. B. Disinfect equipment, tanks and pipelines following successful pressure testing. 1 .04 SUBMITTALS A. Submit in accordance with Section 01 33 00. B. Submit a Disinfection Plan in the Product Review category including the procedures, methods, materials and schedules proposed for disinfecting the required surfaces, and method of disposal of chlorinated water. 1 .05 QUALITY ASSURANCE A. Laboratory testing related to disinfection will be performed by and paid for by the Owner. PART 2: PRODUCTS 2.01 MATERIALS A. Potable Water: Use potable water to flush and disinfect: all small and ancillary equipment and piping systems. B. Raw Source Water: The Contractor may use raw source water to flush and disinfect: the equipment and systems from the well, well pump, and discharge piping. C. Chlorine: See the respective AWWA Standards and paragraph 3.02 below for forms of chlorine that may be used for disinfecting operations. PART 3: EXECUTION 3.01 PREPARATION SUTVTP March 2026 33 01 10 - 2 A. Provide all necessary appurtenances required for the disinfection procedures including taps, temporary piping, connections and shutoff valves. Submit data on appurtenances which will be permanently installed for review by the Engineer. B. The Contractor is advised that precautions taken to keep surfaces clean during construction and avoiding the entry of deleterious substances on the work during construction will facilitate achieving the disinfection requirements of this project. C. Prior to disinfecting, thoroughly clean accessible surfaces of dust, dirt, foreign matter and deleterious substances. Remove any oil by contact with absorbents. Use water sprays, steam cleaning, vacuum cleaning, swabbing, hand brushing or a combination of methods and rinsing to effect the cleaning, but do not use any method that will be detrimental to the finish surfaces. Flush inaccessible surfaces clean. 3.02 APPLICATION A. After completing all construction activities, disinfect the required surfaces with chlorine solutions in accordance with the following procedures. Following disinfection and flushing, the Owner will take water samples for chlorine residual and bacteriological analysis of the water. If the specified chlorine residual and bacteriological requirements are not satisfied, repeat disinfection procedure until the requirements are met. The Contractor shall pay for the additional sampling and testing at no additional cost to the Owner, until disinfection requirements are met. B. Large Pipelines: 1 . Standard: AWWA C651 as amended herein. 2. Forms of Chlorine: Sodium hypochlorite or calcium hypochlorite. 3. Disinfection Procedure: Continuous feed and soak method. a. The pipelines shall be completely flushed and then filled with the disinfection water, removing air pockets. The disinfection water shall be chlorinated to at least 25 ppm and no more than 35 ppm. b. Confirm the chlorine residual in the pipelines with an initial sample immediately after filling the system with disinfection water. c. After a 24-hour holding period, the free chlorine residual shall not be less than 10 ppm. SUTVTP March 2026 33 01 10 - 3 d. Flush the system with potable water and take bacteriological samples. 4. Testing and Verification: After completing the disinfection procedure and before approving the pipeline for release, two sets of samples will be collected from the pipeline and tested for the presence of total coliform bacteria. Samples will be collected either at least 16 hours apart, or both sets will be collected 15 minutes apart (with the sample tap left running between sampling) after at least 16 hours after completing the disinfection procedure without flushing the pipeline. a. The pipeline may be placed into service if none of the samples show the presence of total coliform bacteria. b. If any of the samples show the presence of total coliform bacteria, one or more of the following procedures shall be followed before placing the facility in service, repeat disinfection process and resample. C. Small Pipelines: 1 . Preparation: Provide the system with a 1-inch minimum service cock or valve or other means to inject chlorine solution at a point within 2 or 3 feet of its junction with the supply source. When system is complete, thoroughly flush it by fully opening every outlet until clear water flows from all of them. 2. Disinfecting Agent: Sodium hypochlorite or calcium hypochlorite in sufficient quantities to produce chlorine concentration of at least 50 parts per million in the system. 3. Disinfecting Procedure: a. Connect a hand-operated pump, or other means of injecting the disinfecting agent, to one-inch minimum service cock or valve or other injection device. Pump must provide a pressure greater than that of supply of system. b. With system completely full of water and supply valve open, proceed to adjust every outlet of system so that a trickle of water flows from each. c. Inject disinfectant slowly and continuously at an even rate, not in slugs, until a test at each outlet shows a free chlorine residual concentration of at least 50 parts per million. d. Close all outlets and valves, including valve connecting to supply line and one-inch minimum service cock on solution injection connection. SUTVTP March 2026 33 01 10 - 4 Maintain condition for 24 hours. After 24 hours, test for residual chlorine at each outlet. The free residual chlorine concentration indicated should be not less than 10 ppm. If the indicated free chlorine concentration is less than 10 ppm, repeat disinfection procedure until an approved result is obtained. e. When the above procedure has been completed to the satisfaction of the Engineer, flush out entire system with fresh water until tests at all outlets show a residual of not more than 0.5 ppm. D. Wells: 1 . Standard: AWWA C654 as amended herein. 2. Forms of Chlorine: Sodium hypochlorite. 3. Permanent Equipment: Disinfect all permanent equipment and materials installed in the wells per AWWA C654 Section 4. 4. Testing: District to conduct the bacteriological evaluation per AWWA C654 Section 5. If the well samples fail the bacteriological evaluation, disinfect the well per AWWA C654 Section 6 and repeat testing. 3.03 FIELD QUALITY CONTROL A. Chlorine Residual Testing: AWWA C651, Appendix A, DPD Drop Dilution Method, except where otherwise specified. Testing shall be performed by the Contractor. B. Bacteriological Analyses of Water: After the completion of disinfecting procedure, including the final flushing as described in AWWA C651 and heretofore, the Owner's Laboratory will obtain water samples from this system for bacteriological analyses. C. Requirements for satisfactory disinfection of process equipment, tanks, pipelines and associated elements are: 1 . Bacteriological analyses indicate that water samples are negative for coliform organisms; and 2. Heterotrophic plate count (standard plate count) is less than 100 colony forming units per milliliter. 3. If bacteriological analyses do not satisfy the above requirements, then repeat disinfection procedure until these requirements are met. 3.04 DISPOSAL OF DISINFECTION SOLUTION SUTVTP March 2026 33 01 10 - 5 A. Dechlorinate and dispose of disinfection solution in a method approved by the Owner. Take care to assure that chlorinated water is not spilled into drains. END OF SECTION SUTVTP March 2026 33 01 10 - 6 40 27 00 WATER SYSTEM PIPING AND ACCESSORIES PART 1: GENERAL 1 .01 SUMMARY A. Section Includes: Furnish and install all piping, including fittings, valves, and accessories as shown on the Drawings, described in the Specifications and as required to completely interconnect all piping for a complete and operable systems. 1 .02 REFERENCES A. American Association of State Highway and Transportation Officials (AASHTO) B. American National Standards Institute (ANSI) C. American Society of Mechanical Engineers (ASME) D. ASTM International (ASTM) E. American Water Works Association (AWWA) F. NSF/ANSI Standard 61 Drinking Water System Components (NSF 61) G. County of Sacramento Construction Standards 1 .03 SUBMITTALS A. Submit in accordance with Section 01 33 00. B. Shop Drawings: 1 . Layouts and schematics: Submit detailed installation drawings of all piping and connected equipment. The drawings shall include each pipe, all fittings, valves, and other appurtenances (Product Review submittal). 2. Submit data to show that the following items conform to the Specification requirements: a. Pipe, fittings, and accessories. b. Flexible couplings and flanged coupling adapters. c. Valves. SUTVTP March 2026 40 27 00 - 1 3. Submit certified test reports as required herein and by the referenced standard specifications. a. Schedule and procedures for leakage testing 4. All items that are submitted for use on water pipes including, but not limited to, piping and valve linings, solvent cements, welding materials, gaskets and gasket lubricants, and additives in concrete or cement mortar shall (in accordance with Section 64591 of the California Water Works Standards) be NSF certified for use in water systems. Submit proof of NSF certification for each item submitted. C. Manuals: The Contractor shall furnish manufacturer's installation and operation manuals, bulletins, and spare parts lists for the following items: 1 . Solenoid Valves D. The preceding submittals shall be in the Product Information Category except where noted. 1 .04 QUALITY ASSURANCE A. All materials and equipment furnished under this Section shall: (1) be of a manufacturer who has been regularly engaged in the design and manufacture of the materials and equipment for at least 5 years; and (2) be demonstrated to the satisfaction of the Engineer that the quality is equal to the materials and equipment made by those manufacturers specifically named herein, if an alternate product manufacturer is proposed. B. Factory Quality Control: The Contractor shall test all products as noted herein and by the reference specifications. C. Field Quality Control: 1 . The Owner will: a. Inspect field welds and test the welds if it is deemed necessary. b. Inspect pipe, fittings and valve installations. c. Perform bacteriological analysis for pipes to be disinfected. 2. The Contractor shall: a. Perform leakage tests. b. Be responsible for the costs of additional inspection and retesting by the Owner resulting from noncompliance. SUTVTP March 2026 40 27 00 - 2 1 .05 CONSTRUCTION SCHEDULING/SEQUENCING A. All work under this Contract shall be conducted in a manner which will minimize shutdowns or traffic obstructions caused by the construction. PART 2: PRODUCTS 2.01 GENERAL A. Pipe and valve sizes are nominal inside diameter unless otherwise noted. B. All materials delivered to the job site shall be new, free from defects, and marked to identify the material, class, and other appropriate data such as thickness for piping. C. Acceptance of materials shall be subject to strength and quality testing in addition to inspection of the completed product. Acceptance of installed piping systems shall be based on inspection and leakage and bacteriological tests as specified hereinafter. D. Bolts and Tie Rods: Unless specified otherwise herein, flange bolts and nuts, coupling bolts and nuts, tie rods and other hardware shall be as follows: 1 . Exposed: Electroplated zinc or cadmium steel. 2. Concrete Encased: Steel 3. Apply an anti-gauling compound to the threads of stainless steel bolts. E. Fusion Epoxy Coating: Materials and application shall be in accordance with AWWA C213, except application shall be by the fluid bed method only unless the greatest dimension of the article to be coated exceeds 10 feet, in which case electrostatic spray method may be used. 2.02 PIPING MATERIALS A. Pipe Systems: Each designation identifies not only the pipe itself, but the entire system as well as including the associated fittings, appurtenances, and installation and test procedures. B. Welded Steel (WS) Pipe: 1 . Pipe: Epoxy lined and coated steel cylinder pipe, AWWA C200 except as modified herein. Pipe shall be epoxy lined and coated. Steel shall be ASTM A36. SUTVTP March 2026 40 27 00 - 3 a. Steel cylinder thickness: ANSI/ASME Standard weight steel pipe. Schedule 40 wall thickness for pipes 12-inch and smaller, 0.375 wall thickness for pipes 14-inch and larger. 2. Joints: Use welded joints, except flanged or connected with couplings where shown on the Drawings. a. Welded joints shall be single-groove butt joint. Butt joint details shall be submitted to the Engineer for favorable review. The joint shall be designed to withstand all loads associated with installation and operating conditions. Joint configuration and welding shall conform to the requirements of AWWA M-11 and AWWA C206, except Section 6-2 testing, which are modified herein. The size of fillet welds shall be equal to the thickness of the smaller plate being joined. Butt welds shall be full penetration. 3. Fittings: Fittings shall be made of hydrostatically tested cylinders of the same material and minimum thickness as the pipe, except that elbows shall have greater thickness if necessary to compensate for stress concentrations. They shall be as detailed on the Drawings or, if not detailed on the Drawings, shall be designed by the pipe manufacturer by the method stated in the AWWA Pipe Manual M-11 as modified herein, subject to the favorable review of the Engineer. Unless otherwise noted or detailed on the Drawings, fitting dimensions shall conform to AWWA C208. Adding pipe to the fittings does not change the requirement that fittings conform to AWWA C208 dimensionally, nor does it reclassify the pipe portion as part of the fitting. Use 250 psi for the design pressure P. a. Elbow: Wrought steel elbows complying with ANSI B16.9 and ASTM A234 may be substituted for mitered elbows as long as they meet, as a minimum, the radius, wall thickness and internal diameter requirements of this specification. b. Nozzles 3 inches and less: 3000-lb pressure class threaded branch outlets. Design conforming to ASME B1.20.1. Dimensions conforming to AWWA M11 . Bonney Forge Thredolet, Anvil, or equal. They may be unreinforced. 4. Lining and coating: a. Performance Lining and Coating: Pipe shall be fusion-bonded epoxy coating per AWWA C213 or liquid epoxy coating and lining per AWWA C210. SUTVTP March 2026 40 27 00 - 4 b. Finish Coating: Pipe without cement mortar coating shall be painted in accordance with Section 09 96 00. 5. Flanges: a. Steel ring flanges conforming to AWWA C207, Class B OR D, with bolt holes drilled in conformance with ANSI B16.1, 125-pound class except as needed to match equipment or other pipeline items. Bolts shall be sized in accordance with ANSI B16.1. Welding shall conform to AWWA C207. The inside diameter of all flanges shall be no more than 3/16- inch greater than the outside diameter of the steel cylinder. Flanges shall be welded to the cylinder without warping and with flange face perpendicular to the longitudinal axis of the cylinder. Where required, provide special flanges to match and mate valves. b. Exposed metal on the flanges shall be coated in accordance with Section 09 96 00. 6. Gaskets: SBR rubber, 1/8-inch thick. 7. Factory testing: Hydrostatic pressure tests performed in accordance with Section 3.4 of AWWA C200 will be witnessed by the Engineer. Specials shall be tested in accordance with Section 4.3 of AWWA C200. The test method shall be subject to the favorable review of the Engineer and the tests will be witnessed by the Engineer. 8. Marking: Cylinders and completed pipe and fittings shall be marked in accordance with AWWA C200, Section 1.9. The manufacturer shall maintain records that identify the cylinder used for all completed pipe and fittings. All test results and other documentation required to be furnished to the Engineer shall identify the cylinders and completed pipe and fittings by use of this marking system. 9. Interior moisture control: Maintain interior moisture and provide plastic end caps during storage and transportation. C. Copper (CUP) Pipe: 1 . Pipe: Copper, ASTM B88. a. Buried: Type K (soft drawn). b. Exposed: Type L (hard drawn). 2. 2. Joints: SUTVTP March 2026 40 27 00 - 5 a. Buried: Soldered or flared. b. Exposed: Soldered. 3. Solder: ASTM B32, Alloy Grade SN 94, SN 95 or SN 96. Solder and flux shall contain less than 0.2% lead. 4. Fittings: a. Soldered: Wrought copper, ASTM B75 for materials and ANSI B16.22 for dimensions; or cast bronze, ASTM B62 for materials and ANSI B16.18 for dimensions. b. Flared: AWWA C800 and ANSI B16.26. 2.03 VALVES AND ACCESSORIES A. General Requirements for Valves: 1 . All valves of each type shall be the product of one manufacturer. 2. All valves shall be furnished with control assembly, operators, handwheels, levers, or other suitable type wrench including handles as specified herein or as shown on the Drawings. 3. All threaded stem valves shall open by turning the valve stem counter- clockwise. B. Valves and Accessories: 1 . Ball Valves through size 4-inch in metal piping: a. Rating: 400 psi WOG (Water, Oil, Gas). b. Type: Lever. c. Connections: Threaded. d. Materials: Bronze body, chrome-plated ball, Teflon seats. e. Manufacturers: Apollo 70-100; Watts B-6000; or equal. 2. Well Service Air Valves: a. Standard: AWWA C512, except as modified herein. Provide copper pipe from outlet to drain. Provide copper or lead-free brass pipe and fittings with lead-free brass or bronze valves as inlet piping to air valves. b. Well Service Air Valve SUTVTP March 2026 40 27 00 - 6 1) Function: Exhausts large quantities of air from well column upon pump start-up and allows air to reenter the line upon pump shutdown. Exhaust rate is controlled by field-adjustable throttling device and helps reduce surges in the pump column. The valve will remain closed while the pump is running. 2) Materials: Cast Iron body, stainless steel float and trim 3) Pressure Rating: 300 psi CWP working pressure 4) Manufacturer: Apco 140DAT series; equivalent by Crispin, Valmatic, or equal. 3. Pressure Gauge Assembly: a. Complete assembly shall include isolation valve, pulsation dampeners or snubbers. Provide a support plate to the nearest flange. b. Pressure gauges shall have a dial size not less than 4-1/2 inches, phenolic case, stainless steel movement, phosphor bronze or stainless steel bourdon tube, 0.5% accuracy (ASME B40.100 Grade 2A), friction mounted adjustable pointer, black figures on white dial, glass or acrylic window. Label face of dial to identify unit of measurement. If vibration is present: gauge case shall be liquid filled with glycerin or silicone. If vibration is not present: gauges will be a field fillable design. Process connection size shall be as shown on Drawings. Complete gauge shall be Ashcroft 1279; Trerice Series 450; WIKA Type 222.34; or equal. c. Isolation valves shall be Type 316 stainless steel needle valves (unless ball valves are shown on the Drawings); Aschroft 7004L; Trerice 735 or 740; WIKA Type 910.11 .200; or equal. d. Porous pressure snubbers shall be stainless steel for the specific service involved. Porosity of media shall be suitable for the fill fluid and range of operating pressures. Pressure snubbers shall be Ashcroft 25- 1112S or 50-1112S; Trerice No. 872; WIKA Type 910.12.100 or equal. C. Brass Service Valves 1 . General: All corporation stops, and service connection accessories shall be the product of one (1) manufacturer. 2. Corporation Stops: a. Rating: 150 psi water SUTVTP March 2026 40 27 00 - 7 b. Type: Thread inlet; compression connection outlet c. Manufacturer: Mueller Co. Model 110; equivalent by Ford; or equal. 2.04 APPURTENANCES A. Provide all necessary assembly bolts, washers and nuts, thrust blocks, supports, gaskets, flanges, and all other appurtenant items shown on the Drawings, specified or required for the proper installation and operation of the piping, and devices included in or on the piping, equipment, and piping accessories. PART 3: EXECUTION 3.01 PIPING INSTALLATION A. General Handling and Placing: 1 . Exercise great care to prevent injury to or scoring of the pipe lining and coating, as applicable, during handling, transportation or storage. Handle fusion epoxy coated pipe in accordance with AWWA C213. Pipe shall not be stored on rough ground and rolling of the pipe on the coating will not be permitted. Repair any damaged pipe sections, specials, or fittings or replace at the direction of the Engineer. 2. Inspect each pipe, fitting, valve and accessory carefully before installation. Inspect the interior and exterior protective coatings and patch all damaged areas in the field or replaced at the direction of the Engineer. 3. Place or erect all piping to accurate line and grade and backfill, support, hang, or brace against movement as specified or shown on the Drawings, or as required for proper installation. Remove all dirt and foreign matter from the pipe interior prior to installation and thoroughly clean all joints before joining. 4. Use reducing fittings where any change in pipe size occurs. Bushings shall not be used, unless specifically noted on the Drawings. Use eccentric reducing fittings wherever necessary to provide free drainage of lines. 5. Connections between ferrous and non-ferrous piping and accessories shall be made using a dielectric coupling, union, or flange. B. General Exposed Piping Installation: SUTVTP March 2026 40 27 00 - 8 1 . Unless shown otherwise, install piping parallel to building lines, plumb and level. 2. Install piping without springing or forcing the pipe in a manner that would set up stresses in the pipe, valves, or connected equipment. 3. Set all pipe flanges level, plumb, and aligned. All flanged fittings shall be true and perpendicular to the axis of the pipe. All bolt holes in flanges shall straddle vertical centerline of pipes. 4. Flexibility and Expansion: Provide flexible couplings, flexible hose, or flexible spools for all piping connections to motor driven equipment and where otherwise shown. The Contractor may install additional flexible couplings at favorably reviewed locations to facilitate piping installation, provided complete details describing location, pipe supports, and hydraulic thrust protection are submitted for approval. Anchor piping subject to expansion or contraction in a manner permitting strains to be evenly distributed. Sleeves for branches through walls from adjacent mains shall be of sufficient size to allow for free side motion of covered pipe in sleeves. 5. Install unions or flexible connections where shown on the Drawings, and at all non-motor-driven equipment to facilitate removal of the equipment. 6. Provide valves wherever equipment drain connections are furnished and carry the discharge pipe to the nearest floor drain, drain trench or sump. Where no receptacle for drain exists, install drain piping to 1-inch above the floor. Drain piping and valve materials shall conform to the requirements of the system served. 7. Where piping conveying liquids passes over motor control centers, electrical panels and other electrical devices, install a protective drainage tray below the piping. C. Water Main Installation: 1 . The Contractor is advised that precautions taken to keep the pipeline clean during construction will facilitate achieving the disinfection requirements of this project with a minimum of effort and expense. Compliance with these suggested minimum procedures will not relieve the Contractor of the disinfection requirements. 2. Prior to installation, thoroughly clean the interior of each length of pipe and each fitting or valve and inspect to ensure that no foreign material SUTVTP March 2026 40 27 00 - 9 remains. Cover both ends with plastic and do not uncover them until just prior to completing the joint. 3. Keep new pipe sections clean and dry. 4. When making the connection between a new pipeline and an existing pipeline, or when repairing a damaged pipe, take the following extra precautions: a. Clean the exterior of the existing pipeline of all dirt and debris, and spray or swab with a standard 5.25% or stronger chlorine solution (as specified) in the immediate vicinity of the work. Clean equipment and materials, including new pipe and fittings, to be used in making these connections of all dirt and debris and disinfect them. Allow at least 30 minutes contact time for disinfection before the chlorine solution is diluted or rinsed off. Provide sufficient trench pumps to prevent flooding of the trench. D. Pipe Welding: 1 . General: Unless specified otherwise, shop and field welding of pipe shall confirm to ANSI B31.1 as amended by this paragraph. 2. All field and shop welding shall be done by the electric arc process unless otherwise specified. All field welding shall be done in passes not thicker than 1/4-inch. Size and type of electrodes, and current and voltages used, shall be subject to the favorable review of the Engineer. Give particular attention to the alignment of edges to be joined, so that complete fusion and penetration will be effected throughout the bottom of the weld. Welds shall contain no valleys or undercuts in the center or edges of the weld. Thoroughly clean each pass, except the final one, of direct, slag, and flux before the succeeding bead is applied. 3. Clean completed field welds of pipe joints of direct, slag and flux, and then visually inspect. Completely chip out all defects in welds discovered during field inspection in a manner that will permit proper and complete repair by welding subject to the favorable review of the Engineer. Under no circumstances will caulking of defective welds be permitted. 4. All welding shall be done by experienced, skilled operators familiar with the methods and materials to be used. Hand welding will be done only by welders qualified under the standard qualification procedure of Section IX of the ASME Boiler and Pressure Vessel Code. SUTVTP March 2026 40 27 00 - 10 5. Field welds shall follow as closely as possible to the laying operation. All field welds shall be complete before lining or coating of the joints in steel pipe is begun. Where pipe is fusion epoxy lined and/or coated, follow AWWA C213 procedures for field welded joints. 6. A single, continuous, watertight, full fillet weld shall be the minimum required at all field joints. Double-welded joints are required on all piping specifically noted to be double-welded. 7. See also installation specifics for welding of pipe. E. Installation Specifics: 1. Welded Steel Pipe: a. Installation of pipe shall be in accordance with AWWA C604. b. Field welding of joints shall be in accordance with AWWA C206. Acceptance of field welds will be based on visual inspection and non- destructive testing by the Engineer while the welds are being made and after they are completed. Hand or power wire brush each weld thoroughly after completion to facilitate the inspection. Correct defects not complying with AWS Code D1.1 Sections 6.9 and 6.10. Determine the cause of defects and take corrective measures to prevent a reoccurrence. c. Following satisfactory testing of the weld, the interior of all joints shall be cement mortar lined. Pipe 24 inches and less shall be finished using the ball and burlap procedure described in AWWA C205, paragraph 4.7.2.2.2. The exterior of the joints of buried pipe shall be cement mortar coated in accordance with Appendix A of AWWA C205. Prior to coating the exterior, tack weld one layer of wire mesh to the pipe. d. Steel edges not encased in concrete or cement mortar shall receive a protective coating of 16 mils of high solids epoxy per Section 09 96 00. 2. CUP Pipe: a. Bends shall be made in a manner that does not crimp or flatten pipe. b. Dielectric unions shall be installed at connections with ferrous piping. c. Pipe shall have joints squarely cut clean, soldered joints shall be properly fluxed and heated before solder is placed in the joint. Joints must be driven up tight before solder is added. Compression and flared joints shall be made up in accordance with the fitting manufacturer's SUTVTP March 2026 40 27 00 - 11 installation instructions. Brazing shall be in accordance with ANSI B31 .3. d. Install piping tight to slabs, beams, joists, columns, walls, and other permanent elements of the building. Provide space to permit insulation applications, with 1-inch clearance outside the insulation. Allow sufficient space above removable ceiling panels to allow for panel removal. e. Install drains at low points in mains, risers, and branch lines consisting of a tee fitting, 3/4-inch ball valve, and short 3/4-inch threaded nipple and cap. f. Exterior Wall Penetrations: Seal pipe penetrations through exterior walls using steel sleeves and mechanical sleeve seals. g. Fire Barrier Penetrations: Where pipes pass through fire rated walls, partitions, ceilings, and floors, maintain the fire rated integrity. h. Install branch connections to mains using tee fittings in main with take- off out the bottom of the main, except for up-feed risers, which shall have take-off out the top of the main line. i. Install strainers on the supply side of each control valve, pressure reducing valve, pressure regulating valve, solenoid vale, inline pump, and elsewhere as indicated. Install nipple and ball valve in blowdown connection of strainers 2 inches and larger. 3.02 COUPLING INSTALLATION A. Tie Rods: Except where double-nutting is required, install the nuts snug. Tighten the nuts gradually and equally at opposite sides of the pipe until snug to prevent misalignment and to ensure that all rods carry equal loads. If double-nutting is required, double-nut each end of each tie rod. The space between the pairs of nuts shall be 1/2-inch greater than the distance between the lugs. Provide double-nutting at buried locations and where otherwise required on the Drawings. 3.03 INSTALLATION OF VALVES AND ACCESSORIES A. Use reducing fittings where any change in pipe size occurs between valves or accessories and the attached pipeline. Bushings shall not be used, unless specifically noted on the Drawings. Use eccentric reducing fittings wherever necessary to provide free drainage of lines. SUTVTP March 2026 40 27 00 - 12 B. Install valves and accessories such that all parts are easily accessible for maintenance and operation. Provide valve boxes for buried valves. C. Where valve handwheels are shown on the Drawings, valve orientation shall be as shown. Where valve handwheels are not shown, orient valves to permit easy access to the handwheels or handles and to avoid interferences. D. Install pressure gauges and thermometers in a position to permit reading them from a point approximately 5 feet above floor level, except that pump pressure gauges shall be installed close to the pump elevation. E. Rigidly support pressure switches and connect them to piping and equipment using a suitable flexible linkage that will not permit transmission of vibrations from the piping or equipment to the pressure switches. F. Provide a union adjacent to each screwed end valve and accessory with additional unions as necessary to facilitate removal. G. Provide a shutoff valve below each pressure gauge, protective device or air valve unless otherwise specified. H. Connections between ferrous and non-ferrous piping, valves, accessories or pipe supports shall be made using a dielectric coupling, union, or flange. I. Where valves or other pipeline items require metal full-face connecting flanges, provide intermediate flanges if the connecting flange is not adequate. J. Provide a suitable chrome plated escutcheon on pipes passing through walls, floors, ceilings and partitions in finished areas. K. Install butterfly valves in accordance with AWWA C504, Appendix A, Sections A.2 through A.5, inclusive. 3.04 PIPE AND VALVE IDENTIFICATION A. General: Identify all exposed piping in this project by painting & direction arrows. The color and banding shall be yellow for hypochlorite and blue for water unless noted otherwise in 09 96 00. B. Piping: Paint all exposed pipes with the appropriate paint system as specified in Section 09 96 00. If not noted otherwise color shall be yellow for sodium hypochlorite and blue for water. 3.05 FIELD QUALITY CONTROL A. The Owner will: SUTVTP March 2026 40 27 00 - 13 1 . Inspect field welds and test the welds if it is deemed necessary. 2. Perform bacteriological analysis for pipeline to be disinfected. B. Factory Quality Control: The Contractor shall test all products as required herein and by the reference specifications. C. The Contractor shall: 1 . Perform leakage tests. 2. Be responsible for the costs of additional inspection and retesting by the Owner resulting from non-compliance. 3.06 CLEANING A. Prior to testing, the inside of each completed pipeline shall be thoroughly cleaned of all dirt, loose scale, sand and other foreign material. Cleaning shall be by sweeping, flushing with water internal cleaning device or "pig" or blowing with compressed air, as appropriate for the size and type of pipe. Flushing shall achieve a velocity of at least 3 feet per second. The Contractor shall install temporary strainers, temporarily disconnect equipment or take other appropriate measures to protect equipment while cleaning piping. Cleaning shall be completed after any pipeline repairs. B. Properly dispose of cleaning water and comply with Section 01 50 00. 3.07 FIELD TESTING A. General: Perform leakage tests on all pipe installed in this project. Furnish all equipment, material, personnel, test media and supplies to perform the tests and make all taps and other necessary temporary connections. The test pressure, allowable leakage and test medium shall be as specified. Test pressure shall be measured at the highest point on the line, except that pressure at lowest point shall not exceed pipe manufacturer's rated test pressure, unless specifically noted otherwise. Perform leakage tests on all piping at a time agreed upon and in the presence of the Engineer. The District will provide water for construction, cleaning, testing and disinfection of the pipelines at a fire hydrants designated by the District. At any connection to the District water system, the Contractor shall provide an air-gap or reduced pressure backflow valve system to prevent backflow into the water source. B. Exposed Piping: All supports, anchors and blocks shall be installed prior to the leakage test. No temporary supports or blocking shall be installed for final test. SUTVTP March 2026 40 27 00 - 14 C. Accessories: It is the responsibility of the Contractor to block off or remove equipment, valves, gauges, etc., which are not designed to withstand the full test pressure. D. Service Backflow Prevention Devices: The District will perform testing of all existing backflow devices on the services that are being relocated as part of this project. The Contractor shall coordinate the testing with the District. E. Testing Apparatus: Provide pipe taps, nozzles and connections as necessary in piping to permit testing including valves to isolate the new system, addition of test media, and draining lines and disposal of water, as is necessary. Plug these openings in a manner favorably reviewed by the Engineer after use. Provide all required temporary bulkheads. F. Correction of Defects: If leakage exceeds the allowable, repair or replace the installation and repeat leakage tests as necessary until conformance to the leakage test requirements specified herein have been fulfilled. All visible leaks shall be repaired even if the pipeline passes the allowable leakage test. G. Reports: Keep records of each piping test, including: 1 . Description and identification of piping tested. 2. Test pressure. 3. Date of test. 4. Witnessing by Contractor and Engineer. 5. Test evaluation. 6. Remarks, to include such items as: a. Leaks (type, location). b. Repairs made on leaks. 7. Submit test reports to the Engineer. H. Venting: Where not shown on the Drawings, the Contractor may install valved "TEES" or corporation stops and saddles at high points on piping to permit venting of air. Valves shall be capped after testing is completed. I. Testing Specifics: 1. Well and Booster Pump Station piping: a. Method: AWWA C600, as modified herein. SUTVTP March 2026 40 27 00 - 15 b. Duration: Four hours. c. Pressure: 150 psi measured at lowest point of section of pipeline being tested. d. Medium: Potable water. e. Allowable Leakage: Leakage shall be defined as the quantity of test medium that must be added to the section of pipeline being tested to maintain the specified test pressure for the specified test duration. Maximum allowable leakage shall be as specified in AWWA C600. f. Presoaking for WSP: Fill piping at least 4 hours before beginning test. 2. Copper Pipe: a. Duration: Four hours. b. Pressure: 150 psi. c. Medium: Water. d. Allowable Leakage: None. 3.08 DISINFECTION OF POTABLE WATER SYSTEMS A. See Specification 33 01 10. END OF SECTION SUTVTP March 2026 40 27 00 - 16 40 60 00 INSTRUMENTATION AND CONTROLS, GENERAL REQUIREMENTS PART 1: GENERAL 1.01 SECTION INCLUDES A. Work Included: 1 . Provide all tools, equipment, materials, and supplies and be responsible for all labor required to complete the installation of Instrumentation and Control (I&C) System as indicated on the Drawings and as specified herein. 2. The Contractor shall furnish and install all field instruments, conduits, and wiring, and shall terminate all wiring at panelboards and control panels in accordance with Section 26 05 00. Final wiring and device integration within control panels shall be performed by the District.Provide all terminations for wiring at field mounted instruments, equipment enclosures, alarm and status contacts. 3. Provide all Instrumentation and Control wire required for a fully functioning Instrumentation and Controls System as shown on the Drawings except for wire specifically specified in Division 26. See Section 26 05 00. B. Work Specified in Other Divisions: 1 . Division 26 work, including all instrumentation and controls conduit, and only that wire specified in Division 26. Refer to Division 26 Specifications for specific requirements for wire, conduit, grounding, and other electrical equipment. 2. General mechanical requirements as specified in Section 46 10 00. C. Work Provided by District: 1.02 REFERENCE STANDARDS A. American National Standard Institute (ANSI) Publications: 1 . Y14.15a Drafting Practice 2. C62.1 Surge Arrestors B. Instrumentation Society of America (ISA) Publications: SUTVTP March 2026 40 60 00 - 1 1 . S5.4 Instrument Loop Diagrams 2. S20 Specification Forms for Process Measurement and Control Instruments, Primary Elements and Control Valves 1.03 SUBMITTALS A. Refer to Division 1 for required method of preparation and transmittal and conform to requirements herein. B. Shop Drawings: Submit shop drawings (diagrams) for review in complete bound sets indexed by Specification number, with exterior tabs marked by subject. Submit manufacturer's catalog cuts for each item for which shop drawings are not required. Manufacturer's catalog cuts, specifications or data sheets shall be clearly marked to delineate the options or styles to be furnished. Show dimensions, physical configurations, methods of connecting instruments together, mounting details, and wiring schematics. Drawings shall be complete with device tag numbers, wire numbers and terminal board numbers. Submit fabrication details, nameplate legends, and control panel internal wiring and piping schematic drawings. Submit panel graphic drawings where applicable. Include material lists and/or bills of material. 1 . Loop Diagrams: a. Submit Instrument Loop Diagrams per ISA S5.4 to provide necessary detail for connection of analog instrument and control system components including those components specified in other sections of these Specifications. 2. Elementary Diagrams: Submit an elementary diagram (also known as a schematic diagram - see Sketch 17010-3) for control, protection, and monitoring circuits. Elementary diagrams are not required for lighting, communications and those systems clearly defined on the single line diagram. Show all interconnections between power sources, apparatus, and device elements of a particular system or equipment, and all interlocks with other systems in a manner which fully indicates circuit function and operation. Refer to the Drawings for functional and operational requirements. C. Specification Forms: 1. Submit completed Specification Forms per ISA S20, including those instrumentation and control components directly related to process control, but specified in other Divisions of these Specifications. SUTVTP March 2026 40 60 00 - 2 2. Include on each form the assigned tag numbers, manufacturer's part numbers, and device data. More than one tag numbered item may be included on a sheet. D. As-Built Drawings: Submit a revised set of shop drawings that incorporates all change orders and modifications made during performance of the work. E. Operation and Maintenance Manuals: Furnish Operation and Maintenance Manuals, including Instruction Manuals and Part Lists, for equipment provided as required by Division 1 . 1 . Contents: Include in manuals not less than the following information, as applicable, for each instrument, equipment, subsystem and/or control loop: a. Specifications (including equipment specification data sheet as described above under Shop Drawings), sufficiently detailed for reordering exact duplicates of the original items. b. Installation instructions, procedures, sequences, tolerances, and precautions. c. Maintenance, calibration, and repair instructions. d. Parts list and spare parts recommendations. e. Calibration curves, rating tables, and any other data showing the relationship of the variable inputs and the calibrated output of all measuring devices and controlled equipment. F. Accessory and Maintenance Materials: Submit data for the following items: 1 . Special Tools and Accessories: Special tools, instruments, and accessories for maintaining instruments and equipment requiring periodic repair and adjustment as specified elsewhere herein. Also, furnish special lifting and handling devices for equipment requiring such devices. 2. Maintenance Materials and Spare Parts: Submit a list of manufacturer recommended spare parts for each item specified. Refer to other sections of these Specifications. G. Test Reports: Submit the following test reports as described herein: 1 . Instrument Calibration Data Sheets (para. 2.12) 2. Instrument Verification Report (para. 3.08.B) SUTVTP March 2026 40 60 00 - 3 1.04 QUALITY ASSURANCE A. Standard of Quality: The Contractor shall provide equipment of the types and sizes specified which has been demonstrated to operate successfully. Provide equipment which is new and of recent proven design. 1.05 INSPECTIONS A. The Engineer may inspect the fabricated equipment at the factory before shipment to job site. Provide the Engineer with sufficient prior notice so that an inspection can be arranged at the factory. B. Inspection of the equipment at the factory by the Engineer will be made after the manufacturer has performed satisfactory checks, adjustments, tests and operations. C. Favorable review of the equipment at the factory only allows the manufacturer to ship the equipment to the project site. The Contractor shall be responsible for the proper installation and satisfactory startup operation of the equipment to the satisfaction of the manufacturer and the Engineer. 1.06 DRAWINGS A. Drawings: The Instrumentation Drawings are diagrammatic; exact locations of instrumentation products shall be determined in the field by the Engineer. Except where special details are used to illustrate the method of installation of a particular piece or type of equipment or material, the requirements or descriptions in this Specification shall take precedence in the event of conflict. 1 . Locations of equipment, inserts, anchors, motors, panels, pull boxes, manholes, conduits, stub-ups, fittings, power and convenience outlets, and ground wells are approximate unless dimensioned; verify locations with the Engineer prior to installation. Field verify scaled dimensions on Drawings. 2. Review the Drawings and Specification Divisions of other trades and perform the instrumentation work that will be required for the installations. 3. Should there be a need to deviate from the Instrumentation Drawings and Specifications, submit written details and reasons for all changes to the Engineer for favorable review. 4. Resolution of varying interpretations of the Contract Documents shall conform to Division 0, General and Supplementary Conditions. SUTVTP March 2026 40 60 00 - 4 5. The Drawings provide details of installation and supersede the manufacturer's recommendation where a conflict exists. 1.07 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Box, crate, or otherwise enclose and protect instruments and equipment during shipment, handling, and storage. Keep all equipment dry and covered from exposure to weather, moisture, corrosive liquids and gases or any element that could degrade the equipment. Protect painted surfaces against impact, abrasion, discoloration, and other damage. Notify the Engineer in writing in the event that any equipment or material is damaged. Obtain prior favorable review by the Engineer before making repairs to damaged products. 1.08 INSTRUMENT SCHEDULE A. See Plansfor instrument list. PART 2: PRODUCTS 2.01 MATERIALS AND STANDARD SPECIFICATIONS A. Provide instruments, equipment and materials suitable for service conditions and meeting standard specifications such as ANSI, ASTM, ISA, and SAMA. The intent of this Specification is to secure instruments and equipment of a uniform quality and manufacture throughout the plant. All instruments in the plant of the same type shall be made by the same manufacturer. 2.02 NAMEPLATES A. For each piece of equipment, provide a manufacturer's nameplate showing his name, location, the pertinent ratings and the model designation. B. Identify each piece of equipment and related controls with a rigid laminated engraved phenolic nameplate. Engrave nameplates with the inscriptions indicated on the Drawings and, if not so indicated, with the equipment name. Securely fasten nameplates in place using two stainless steel screws or, where favorably reviewed by the Engineer, with epoxy cement. Where no inscription is indicated on the Drawings, furnish nameplates with an appropriate inscription furnished by the Engineer upon prior request by the Contractor. C. Each control device, including pushbuttons, control switches, and indicating lights, shall have an integral legend plate or nameplate indicating the device function. These shall be inscribed as indicated on the Drawings or as favorably reviewed by the Engineer. SUTVTP March 2026 40 60 00 - 5 D. Provide CAUTION or SAFETY nameplates to alert operators of special conditions that may result in faulty equipment operations. Devices containing batteries that must be replaced periodically must be clearly identified. Nameplates are not required if the device senses and displays a low battery warning. 2.03 NAME TAGS A. All instrumentation and equipment items or systems shall be identified by name tags. Field equipment shall be tagged with the assigned instrumentation tag number listed in the Instrument Schedule. B. Name tags shall be stainless steel with engraved or stamped black characters of 3/16 inch minimum height. Tags shall be attached to equipment with a tag holder and stainless steel band with a worm screw clamping device. Use 20- gauge stainless steel wire where banding is impractical. For field panels or large equipment cases use stainless steel screws; however, such permanent attachment shall not be on an ordinarily replaceable part. 2.04 FIELD-MOUNTED EQUIPMENT A. All instrument and control equipment mounted outside of protective structures shall be equipped with suitable surge arresting devices to protect the equipment from damage due to electrical transients induced in the interconnecting lines from lightning discharges or nearby electrical devices. Protective devices used on 120 Vac inputs to field mounted equipment shall be secondary valve surge protectors conforming to the requirements of ANSI C62.1. 2.05 EQUIPMENT OPERATING CONDITIONS A. All equipment shall be rated for normal operating performance with varying operating conditions over the following minimum ranges: 1 . Electrical Power: 120 Vac ±10%, 60 Hz, unregulated, except where specifically stated otherwise on the Drawings or in the Specifications, or when two-wire, loop-powered devices are specified. 2. Field Instruments: a. Outdoor Areas: Ambient Temperature: +15°F to +120°F Ambient Relative Humidity: 5% to 100% SUTVTP March 2026 40 60 00 - 6 Weather: Rain, sleet, snow and ice b. Indoor Unheated Areas: Ambient Temperature: +40°F to +120°F Ambient Relative Humidity: 5% to 95%, non-condensing c. Indoor Environmentally Controlled Areas: Ambient Temperature: +60°F to +104°F Ambient Relative Humidity: 10% to 90%, non-condensing 2.06 EQUIPMENT LOCATIONS A. Provide equipment and materials suitable for the types of locations in which they are located as defined under Division 26. All equipment specified for field mounting shall be weatherproof and splash proof as a minimum. If electrical or electronic components are contained within the equipment, they shall be housed in NEMA 4 cases, NEMA 4X in corrosive locations unless noted otherwise on the Drawings. 2.07 ANALOG SIGNAL INDICATED UNITS A. For all instruments with local or remote indicators, provide indicators scaled in actual engineering units, i.e., gallons per minute, feet, psi, etc., rather than 0 to 100%, unless noted otherwise on the Drawings or Instrument Schedule. 2.08 SIGNAL TRANSMISSION A. Analog: 1 . Signal transmission between electric or electronic instruments shall be 4 20 mA and shall operate at 24 Vdc. Signal output from all transmitters and controllers shall be current regulated and shall not be affected by changes in load resistance within the unit's rating. Where practical, milliampere signals from the field shall be converted to a voltage signal at the external terminals of each panel, and all instruments within a panel shall be parallel wired. 2. Nonstandard transmission systems such as impulse duration, pulse rate, and voltage regulated will not be permitted except where specifically noted in the Instrument Schedule or shown on the Drawings. When transmitters with nonstandard outputs do occur, their output shall be converted to 4 20 mA prior to transmission. SUTVTP March 2026 40 60 00 - 7 B. Discrete: All alarm and status signals shall be 120 Vac unless specified otherwise on the Instrument Schedule. Proprietary data highway or serial bit transmissions such as RS232C shall be allowed to the extent shown on the Drawings. 2.09 PAINTING A. Factory paint all instruments and equipment except where installed in pipelines. Where instrument panels are installed adjacent to electrical control panels provided under Division 16, provide instrument panels of identical color to that of electrical control panels. Paint as required in Division 9 for structural supports, brackets, etc. Repair damaged factory paint to satisfaction of the Engineer. Feathering, priming and painting shall produce a reasonable match to the surrounding paint work. 2.10 FASTENERS A. Fasteners for securing equipment to walls, floors and the like shall be either hot-dip galvanized after fabrication or stainless steel. Provide stainless steel fasteners in corrosive locations. When fastening to existing walls, floors, and the like, provide capsule anchors, not expansion shields. Size capsule anchors to meet load requirements. Minimum size capsule anchor bolt is 3/8 inch. 2.11 INSTRUMENT CALIBRATION A. Each field instrument shall be calibrated at 0%, 25%, 50%, 75% and 100% of span using test instruments to simulate inputs and read outputs that are rated to an accuracy of at least 5 times greater than the specified accuracy of the instrument being calibrated. Such test instruments have accuracies traceable to the National Institute of Standards and Technology (NIST). B. Submit a written report to the Engineer on each instrument. This report shall include a laboratory calibration sheet or the manufacturer's standards calibration sheet on each instrument and calibration reading as finally adjusted within tolerances. C. The Contractor may, at his option, choose to perform calibration on an instrument by acquiring the services of an independent test lab, or by obtaining the required test instruments and performing the calibration. 2.12 FACTORY TESTING OF CONTROL PANELS SUTVTP March 2026 40 60 00 - 8 A. All fabricated equipment shall be tested before it leaves the factory. At the factory verify wiring continuity and equipment operation by simulating input and output. B. Factory testing of control panels/devices/equipment shall be accomplished. Refer to individual Specification sections for tests requiring favorable review. C. Upon completion of factory testing, submit a report certifying the control panels/devices/equipment are operable and meet the Specifications. PART 3: EXECUTION 3.01 SCOPE OF WORK A. South Upper Truckee Well: 1 . Install Vertical Turbine Pump with integrated RTDs and space heater 2. Install solenoid valve on pump prelube system. 3. Provide conduit and wiring from solenoid valve, RTDs, and space heater as shown in Plans. 4. Terminate wires at designated locations, leaving enough excess for District electricians to perform final wiring and integration. B. Owner furnished services: 1 . Wiring and integration of instrumentation into existing control system. 2. Installation and programming of controllers. 3.02 MOUNTINGS A. Mount and install equipment as indicated. Mount field instruments on pipe mounts or other similar means in accordance with suppliers' recommendation. Where mounted in control panels, mount according to requirements of that section. B. Equipment specified for field mounting shall be suitable for direct pipe mounting or surface mounting, surface-mounted indicators and equipment with calibration adjustments or requiring periodic inspection shall be mounted not lower than 3 feet 6 inches nor higher than 6 feet above walkways, platforms, catwalks, and the like. C. Note that applicable specifications require detail drawings showing seismic sway bracing design and anchorage requirements for their equipment. Seismic zone requirements are specified in Division 1. SUTVTP March 2026 40 60 00 - 9 D. All devices shall be accessible to operators for servicing, operating, reading, etc. Provide permanent platforms to assure devices are continuously accessible. 3.03 PROCESS CONNECTIONS A. Provide instrument impulse tubing (see Part 2) to meet the intended process service and ambient environmental condition for corrosion resistance, etc. Install impulse tubing with a continuous slope according to service to promote self-draining or venting back to the process. Terminate connection to process lines or vessels in a service rated roof valve, provided under other Divisions, that will permit closing off the impulse line or removal of the element without requiring shut down of the process. Include blowdown of drip legs and valves for terminations of impulse lines at the instruments. B. Process vessels, line penetrations, and root valves shall be furnished and installed under other Divisions of these Specifications. Instrument tubing and valve manifolds are installed as part of this Specification. 3.04 FIELD WIRING A. Ring out signal wiring prior to termination. Verify all terminations are tight and shields are uniformly grounded at one location. 3.05 ELECTROMAGNETIC INTERFERENCE (EMI) A. Construction shall proceed in a manner which minimizes the introduction of noise (RFI/EMI) into the I&C System. B. Cross signal wires and wires carrying ac power or control signals at right angles. C. Separate signal wires from wires carrying ac power or switched ac/dc control signals within control panels, terminal cabinets, telemetry equipment, multiplexer cabinets, and data loggers as much as possible. Provide the following minimum separations within such equipment unless indicated otherwise on the Drawings: Power Wiring Capacity Separation (Inches) 120 volts ac or 10 amps 12 240 volts ac or 50 amps 18 480 volts ac or 200 amps 24 4,160 volts ac or 800 48 amps SUTVTP March 2026 40 60 00 - 10 3.06 PREPARATION A. Ensure that installation areas are clean and that concrete or masonry operations are completed prior to installing instruments and equipment. Maintain the areas in a broom-clean condition during installation operations. B. Panels shall be protected during construction to prevent damage to front panel devices and prevent dust accumulation in the intervals. Other protective measures (lamp, strip heaters, etc.) shall be included as weather conditions dictate. END OF SECTION SUTVTP March 2026 40 60 00 - 11 43 24 13 VERTICAL TURBINE PUMPS PART 1: GENERAL 1 .01 SUMMARY A. Section Includes: Provide complete, tested and operating vertical turbine well pumps as shown on the Drawings and as specified herein. 1 .02 REFERENCES A. ASTM International (ASTM) Standard Specifications: 1 . A743 Castings, Iron-Chromium, Iron-Chromium-Nickel, Corrosion Resistant, for General Application 2. A108 Specification for Steel Bars, Carbon, Cold Finished, Standard Quality B. Hydraulic Institute (HI) Standards 1 . 9.6.4 Centrifugal and Vertical Pumps — for vibration measurements and allowable values 2. 9.8 Pump Intake Design C. American Water Works Association (AWWA): 1 . E103 Horizontal and Vertical Line-Shaft Pumps 1 .03 SUBMITTALS A. Shop Drawings: The Contractor shall submit shop drawings for Product Review including the pumps and all accessories. Include sufficient data to show that equipment conforms to Specification requirements as indicated herein. Submit in a single complete initial package. Include the following: 1 . Pump and motor product and performance data, including a prototype pump performance curve for each application and indicate minimum continuous stable flow (MCSF). Indicate impeller trim. 2. Pump layouts and dimensions. For retrofit installations, the Contractor shall field verify the pump size and alignment, discharge flange elevation, and alignment of connecting piping/accessories as applicable. Measurements shall be incorporated into the initial pump submittal. 3. Bearing life calculations. SUTVTP March 2026 43 24 13 - 1 4. Critical speed calculations including reed critical frequency, and lateral and torsional shaft frequencies. B. Performance Testing: Certified non-witnessed factory performance tests in accordance with Hydraulics Institute Standard 14.6 are required for each pump and shall be not less than acceptance grade Grade 1 U including power and efficiency unless noted elsewhere in this Specification. Obtain favorable review from the Engineer prior to shipment of the pumps. C. Manuals: Furnish manufacturer's installation, lubrication, operation and maintenance manuals, bulletins, and spare parts lists. D. Affidavits: Submit affidavit from the manufacturer stating the equipment has been properly installed, adjusted, and tested and is ready for full time operation. 1 .04 QUALITY ASSURANCE A. All equipment furnished under this Section shall: 1) be of a manufacturer who has been regularly engaged in the design and manufacture of the equipment for at least 5 years; and 2) be demonstrated to the satisfaction of the Engineer that the quality is equal to equipment made by those manufacturers specifically named herein. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Pumps: Flowserve 10-EBL3, or equal. B. It is the responsibility of the pump supplier to provide equipment meeting the requirements identified in these Specifications. The pump replaces an existing submersible well pump. Discharge head shall be configured to match existing conditions. New equipment may require custom fabrication. Changes to piping, pump mounting, etc. required to accommodate a particular pump shall be provided at no additional cost to the Owner. 2.02 PERFORMANCE AND DESIGN REQUIREMENTS A. Pump Schedule: Item Requirement Quantity of Pumps 1 Liquid Being Pumped Groundwater for potable service. SUTVTP March 2026 43 24 13 - 2 Pump Type Open Line Shaft VTP Primary Point 800 GPM @ 80 ft. TDH Minimum Efficiency at Primary 75% Point Minimum Continuous Stable < 400 gpm Flow Maximum Allowable Flow >1000 gpm Maximum NPSHr @ Max Flow 34 ft. Maximum Speed 1800 RPM Minimum Column Diameter 8" Pump Length 125 Discharge Size 10" ANSI Flanged Discharge Head Base 16" OD ANSI Flanged Maximum Bowl Diameter 13.5" Maximum Motor HP 50 Motor Starting Method Direct On Line B. Pumps shall operate without excessive noise or vibration over the full operating range indicated in the Pump Schedule. Vibration shall meet Hydraulic Institute standards. C. Bowl shaft and line shaft shall have their first critical shaft speeds at least 125% of full operating speed. D. Actual tested horsepower of each pump, with final impeller trim, shall not exceed motor nameplate horsepower at any point on the pump curve. E. Modify the inlet bell, strainer, vortex suppressor, pump bowls, and other parts as required to meet Hydraulic Institute standards for inlet conditions at the maximum capacity identified in the pump schedule above. 2.03 EQUIPMENT A. Provide vertical turbine pumps including bowl assembly, column, line shaft and guides, discharge head, and electric motor. Comply with construction features of ANSI/AWWA E103 except where indicated differently in this Specification. Materials of construction shall be as listed in E103 except where indicated differently in this Specification. B. Seismic: Entire pump and installation including motor, discharge head, anchors, column, drive shaft, pump bowls, and impellers and fasteners shall comply with the seismic requirements in Section 01 87 13. SUTVTP March 2026 43 24 13 - 3 C. Pump Construction: Pumps for potable water service or processes (including raw water supplies) shall be NSF 61 certified. 1 . Bowl assembly: a. Provide pump bowls of 316 stainless steel, fired porcelain lined. Provide "0" ring seals. b. The impeller shaft shall be of Type 416 stainless steel and shall be supported by low zinc bronze, thermoplastic, and/or neoprene bearings. Bearings shall properly fit housing without knurling the housings or bearings. The first critical shaft speed shall be at least 125% of normal operating speed. c. The impellers shall be of the enclosed type and shall be of type 316 stainless steel and of heavy construction, accurately fitted, statically and dynamically balanced to Hydraulic Institute Standards. Impeller connection shall be keyed or tapered/collared. d. Provide thermoplastic composite wear rings on impellers and bowls. 2. Discharge column assembly: a. Material: NSF-61 certified type 316 stainless steel or fiberglass. b. The total length of the discharge column shall be as required to meet the installation dimensions shown on the Drawings. Connect column pipes with flanged or threaded couplings. c. Open line shaft pumps shall each be water/self-lubricated including a pre-lubrication water solenoid valve. Pump line shaft shall be 316 stainless steel. Provide a check valve on the discharge column. d. The line shaft bearings shall be rubber. 3. Discharge head: Fabricated steel for mounting the motor and with ANSI/ASME B16.5 compatible flanged end discharge outlet and flanged base for mounting on existing well flange as shown on the Drawings. Provide direction of rotation arrow. Provide a packed stuffing box for use with a hollow shaft motor. Top shaft shall be of the same material as the line shaft. 4. Sounding Tube: Provide a 1.5" port on the surface of the discharge head mounting flange and furnish and install a 100' sounding tube of flush threaded schedule 80 PVC pipe with NSF-61 certification. The sounding SUTVTP March 2026 43 24 13 - 4 tube shall be mounted to a bulkhead fitting with a minimum clearance of 1" from the column pipe and be equipped with an elbow on the bottom. 5. See Drawings for discharge head and baseplate layout. Provide connection points for piping, valves, and accessories as required. 2.04 MOTORS A. Provide hollow vertical motors for indoor service, suitable for operation at 480 volts, and conforming to requirements of section 26 05 10. Nameplate motor horsepower shall not be exceeded at any flow up through the maximum operating point in the pump schedule. Provide resistance temperature detectors (RTDs) and a space heater per specification 26 05 10. 2.05 ACCESSORIES A. Provide type 316 stainless steel suction strainers with area at least four times the inlet eye. B. Contractor shall coordinate with well pump and instrument suppliers the provisions necessary and installation methods for the aquifer level transmitter. Reference Specification 40 72 00. 2.06 FINISHES A. Provide pumps, motors, and bases with the manufacturer's standard factory- applied paint finish except as noted. B. The columns, suction inlets, suction bells, discharge head, and outside of bowls shall be lined and coated with a factory-applied NSF 61 certified epoxy specifically approved for drinking water. C. Provide appropriate returns to prevent lifting of the coatings by dynamic pressure. Protect the lining and coating against transportation damage. D. Correct damage to the lining or coating to the satisfaction of the Engineer if in their opinion it is repairable. Return equipment which has damaged coating and/or damaged lining, beyond repair, to the manufacturer for recoating. PART 3: EXECUTION 3.01 INSTALLATION A. Install the pump unit(s) in strict conformance with manufacturer's installation instructions. Check pump and motor alignment according to the Standards of the Hydraulic Institute after complete unit has been installed at the site. SUTVTP March 2026 43 24 13 - 5 B. Pump shall be installed so the pump mounting flange is level within .001 inch per foot along any horizontal axis. Provide onsite machining of the mounting flange if the flange is not level as described, at no cost to the Owner. Provide written acceptance from the manufacturer that the pump cans are installed within the required tolerances prior to installation of the discharge head. 3.02 FIELD TESTING A. Following installation, perform a field test under utility and standby generator conditions. 3.03 FIELD SERVICE A. The equipment manufacturer shall supply a competent field service engineer to thoroughly check and inspect the equipment after installation, place the equipment in operation, make necessary adjustments, calibrate instruments, and conduct field tests. B. The services required shall include on-the-job training of operators including safety procedures, operating instructions, and preventive maintenance procedures. Furnish a minimum of 4 man-hours of field services. END OF SECTION SUTVTP March 2026 43 24 13 - 6 46 10 00 GENERAL EQUIPMENT AND MECHANICAL REQUIREMENTS PART 1: GENERAL 1.01 SUMMARY A. Section Includes: The general requirements for all of the Equipment and Mechanical work in the scope of the Project, included elsewhere wherever specifically mentioned in these Specifications. B. Direct the attention of all subcontractors and suppliers of equipment and related appurtenances for the work to the applicable provisions in the Contract Documents wherever they may occur. 1.02 REFERENCES A. American Gear Manufacturers Association (AGMA). B. American Institute of Steel Construction (AISC). C. Hydraulic Institute. D. National Electrical Manufacturers Association (NEMA). E. Occupational Safety and Health Act (OSHA). F. California Code of Regulations, Title 8 Industrial Relations (CAL/OSHA). 1.03 STANDARDS FOR THE WORK A. Complete Systems: Provide pipe, fittings, wiring, and supports to produce complete, operable systems with all elements properly interconnected. If a specific dimensioned location is not shown for interconnections or smaller system elements, select appropriate locations and show them on Shop Drawing submittals for review. B. Provide equipment and material new and without imperfections. Erect in a neat and workmanlike manner; aligned, leveled, cleaned and adjusted for satisfactory operation; installed in accordance with the recommendations of the manufacturers and the best standard practices for this type of work so that connecting and disconnecting of piping and accessories can be readily made and so that all parts are easily accessible for inspection, operation, maintenance, and repair. Locate oil and lubrication fittings clear of and away from guards, base, and equipment and within reach from the operating floor. SUTVTP March 2026 46 10 00 - 1 Coordinate location of all motor connections in order to properly orient encased electrical conduits. In order to meet these requirements with equipment as furnished, minor deviation from the Drawings may be made as favorably reviewed by the Engineer. C. The recommendations and instructions of the manufacturers of products used in the work are hereby made part of these Specifications, except as they may be superseded by other requirements of these Specifications. 1.04 SUBMITTALS A. Shop Drawings: Show sizes and arrangement of equipment, foundations, and anchor bolts required; performance characteristics; fan curves and pump curves; wiring diagrams; motor data sheets; methods of assembly; pipe hanging details; ductwork layouts; and connections to other work. Date and sign drawings as certified for use in construction of this project. The arrangement of mechanical equipment and appurtenant piping shown on the Drawings may be varied as necessary to fit the favorably reviewed certified manufacturer's installation drawings. However, manufacturers' drawings shall not deviate in substance from the Contract Drawings and Specifications as to location, size, type, and design of equipment. The following minimum requirements shall accompany all equipment submissions: 1 . Overall dimensions. 2. Mounting arrangement and dimensions. 3. Description of materials. 4. Connection sizes and orientation. 5. Capacity and location of lifting eyes. 6. Motor arrangement showing location of electrical connections. 7. Rating data - Mechanical and Electrical as applicable. 8. Detail electrical wiring diagrams, showing component designation and rating. 9. Seismic design certifications and anchorage descriptions as required by Section 01 87 13. 10.Motor data as specified in Section 26 05 10. 11.List of special tools and/or spare parts to be furnished, if any. SUTVTP March 2026 46 10 00 - 2 B. Each piece of equipment, for which certified witnessed or non-witnessed performance tests are required, shall be accompanied by a completed form containing at least the following information: 1 . Owner's name and location of project. 2. Contractor's name and subcontractor if applicable. 3. Name of item being submitted. 4. Specification reference by section, paragraph and page. 5. Data on item (manufacturer, general descriptive data, dimensions, size of connections, speeds, performance curves, serial number). A specific list of the test results plus a list, which shows the values that differ from Specifications. 6. Motor data, type, voltage, frequency, phase, full load amperes, starting method, frame size, enclosure insulation type (NEMA Code letter), dimensions, service factor, serial number. 7. Date and signature of person certifying the performance. C. Operations and Maintenance Manuals: Prepare and submit manuals covering installation, operation and maintenance of all equipment and machinery specified elsewhere. D. Manufacturers' Affidavits: Where called for in the Specifications, each equipment manufacturer, or their authorized representative, shall submit an affidavit conforming to the requirements of Section 01650 (01 75 00). 1.05 RESPONSIBILITY AND CARE OF EQUIPMENT A. The Contractor shall be responsible for the equipment included in this Contract until it has been finally inspected, tested, and accepted in accordance with the requirements of these Specifications. B. The Contractor shall make his own provisions for properly storing and protecting all material and equipment against theft, injury, or damage from any and all causes. Damaged material and equipment shall not be used in the work. PART 2: PRODUCTS 2.01 DESIGN SUTVTP March 2026 46 10 00 - 3 A. General: Design all equipment for the service intended, of rugged construction, of ample strength for all stresses which may occur during fabrication, transportation, erection, and during continuous or intermittent operation. Adequately stay, brace and anchor, and install equipment in a neat and workmanlike manner. Give consideration to appearance and safety, as well as utility, in the design of details. Use cathodically compatible materials of construction. 2.02 MATERIALS AND STANDARD SPECIFICATIONS A. Materials: Design, fabricate, and assemble equipment and systems with new materials and in accordance with acceptable modern engineering and shop practices. Manufacture individual parts to standard sizes and gauges so repair parts can be installed in the field. B. Uniformity: Unless otherwise specified, equipment or material of the same type or classification used for the same purpose shall be the product of the same manufacturer and shall be the same model. 2.03 LUBRICATION A. Provide lubricants of types recommended by equipment manufacturers, in quantities sufficient for consumption prior to completion, testing and final acceptance. 2.04 ANCHORS A. Provide anchor and assembly bolts and nuts of ample size and strength for the purpose intended. All bolts shall be standard machine bolts, with cold pressed hexagon nuts. Provide suitable degauling compounds for bronze and stainless steel threaded components. Any space wholly or partially underground, or having a wall or ceiling forming part of a water channel, is classified as a moist location. Unless otherwise specified or noted on the Drawings, provide materials as follows: 1 . Bolts and nuts in submerged locations or submerged and embedded in concrete or buried in earth: Type 304 stainless steel. 2. Bolts and nuts for supports or equipment in dry or moist locations: Galvanized steel (hot-dipped), with oversize nuts. 3. Use other bolting materials where specifically called for in the Specifications or on the Drawings. SUTVTP March 2026 46 10 00 - 4 B. Anchor all motor-driven equipment with cast-in-place anchor bolts or drilled-in anchors set with epoxy adhesive. Do not provide expansion type anchors for motor-driven equipment. C. Anchor all non-motor-driven equipment with cast-in-place anchor bolts or drilled-in anchors set with epoxy adhesive except that, where specifically allowed by note on the Drawings, expansion type anchors may be used. D. Refer to Section 05 05 23 for technical specification requirements for cast-in- place and post-installed anchors. 2.05 SAFETY GUARDS A. Cover belt or chain drives, fan blades, couplings, nip points, exposed shafts, and other moving or rotating parts on all sides with safety guards conforming to all federal, state, and local codes and regulations pertaining; conform to the most restrictive requirement. Design guards for easy installation and removal, complete with necessary supports, accessories, and fasteners, all hot-dip galvanized. Design guards in outdoor locations to prevent entrance of rain and dripping water. Provide tachometer test opening in line with ends of shafts. Typically, guards shall be expanded metal on a structural steel frame except that outdoor guards may be of solid material. Provide hinged doors with latch for service and lubrication access. B. Cover all pipes, manifolds, heaters, and other surfaces which have a surface temperature sufficient to burn human tissue with a thermal insulating material or otherwise guard against contact. C. Guards to comply with OSHA and local requirements or CAL/OSHA 3940 through 3944. 2.06 LIFTING EYES A. Supply all equipment weighing over 100 pounds with lifting eyes. Parts of equipment assemblies which are normally serviced separately, such as motors, to have lifting eyes of their own. 2.07 DRIVES A. General: Provide all drive units with an AGMA rating and service factor suitable for 24 hours per day operation under the operating load. B. Electric Motors: Conform to the requirements of Section 26 05 10. SUTVTP March 2026 46 10 00 - 5 C. V-Belt Drives: Equip each V-belt drive with suitable tension adjustment. Provide drives having a service factor of at least 1.6 with arc length correction at maximum torque using nameplate rating of driving motor. 2.08 NAMEPLATES A. Manufacturer's Nameplate: Furnish each piece of equipment and its driver with a corrosion-resistant metal nameplate fastened to the item in a readily readable position. This nameplate to contain the manufacturer's name, equipment rating, capacity, size, model, serial number, and speed. All information written or printed to be in English. B. Direction of Rotation: Furnish each piece of rotating equipment with a direction of rotation arrow. C. Functional Identification: Label each piece of equipment using a plastic laminate label with the functional name and number of the equipment. 1 . Fasten labels to the equipment, its base, or other acceptable location: a. Letters: At least 1/2-inch high with the border trim on all sides not less than 1/4 inch. b. Color: Green background with white letters. c. Fasteners: Brass or stainless steel screwed into inserts, anchor shields, or tapped holes in equipment or base. 2.09 PROTECTION AGAINST ELECTROLYSIS A. Where dissimilar metals are used in conjunction with each other, provide suitable insulation between adjacent surfaces so as to eliminate direct contact and any resultant electrolysis. Connections of dissimilar piping materials shall utilize dielectric unions, flanges, couplings, or bushings. 2.10 SPECIAL TOOLS A. For each type of equipment to be furnished, provide a complete set of all special tools (including grease guns or other lubricating devices) which may be necessary for the adjustment, operation, and maintenance of such equipment. 2.11 FINISHES A. Conform to applicable requirements of Section 09 96 00. SUTVTP March 2026 46 10 00 - 6 B. Factory Painting: On pumps, motors, drives, starters, control panels, and other similar self-contained or enclosed components, apply a factory protective paint system unless otherwise noted. Paint or otherwise protect surfaces that are inaccessible after assembly by a method which provides protection for the life of the equipment. C. Shop Priming: Except where field sandblasting is required, apply one or more shop coats of metal primer on surfaces to be finish painted at the site, of sufficient thickness to protect surfaces until finished. Primer shall be compatible with finish coat. D. Rust Preventive: Coat machined, polished, other ferrous surfaces, and non- ferrous surfaces which are not to be painted with rust preventive compound. 2.12 NOISE AND VIBRATION A. Mechanical and electrical equipment, as installed in this project, shall not create sound levels that are in excess of the noise requirements listed in the technical specifications or in excess of that permitted by CAL/OSHA for 8 hours per day worker exposure unless otherwise noted for the specific piece of equipment involved. If the required sound level cannot be achieved by bare equipment in its designated environment, provide sound attenuating enclosures. Sound attenuating enclosures shall have necessary ventilation to prevent equipment overheating and shall be constructed for easy removal to permit maintenance. Devices necessary for day-to-day operation shall pierce the enclosure or otherwise be accessible without need to remove the enclosure. B. Equipment which when operating has obvious excessive vibrations shall be repaired or replaced as directed by the Engineer. Baseline vibration measurements shall be made where specified. 2.13 FACTORY TESTS A. Perform factory tests for each piece of equipment where specifically called for in the section specifying that equipment. Note that factory tests are inherent in many reference standards. The requirement for a factory test in a referenced standard is hereby made a part of these Specifications. Conduct factory tests at the same speeds and other conditions at which the equipment will operate in the field, except as noted. B. Where specifically noted, performance tests may be witnessed by the Engineer or his representative. Inform the Engineer in sufficient time to allow SUTVTP March 2026 46 10 00 - 7 arrangements to be made for witness of such tests. When non-witnessed tests are performed, supply certified results. C. Perform factory testing of pumps in accordance with the requirements and standards of the Hydraulic Institute. D. Tests of other equipment shall conform to the requirements set forth in these Specifications. PART 3: EXECUTION 3.01 EXAMINATION A. Inspect each item of equipment for damage, defects, completeness, and correct operation before installing. 3.02 PREPARATION A. Prior to installing equipment, ensure that the areas are clean. Maintain the areas in a broom-clean condition during installation operations. Clean, condition, and service equipment in accordance with the approved Instruction Manuals and specific recommendations of the equipment manufacturer. 3.03 INSTALLATION A. Equipment: Conform to approved Operations and Maintenance Manuals. Employ skilled craftsmen experienced in installation of the types of equipment specified. Use specialized tools and equipment, such as precision machinist levels, dial indicators, gauges, and micrometers, as applicable. Produce acceptable installations free of vibration or other defects. Align and pin to common bedplate equipment and drivers connected by flexible couplings. B. Anchor Bolts: Deliver bolts with templates or setting drawings and verify that bolts are correctly located before structural concrete is placed. 3.04 EQUIPMENT STARTUP AND ADJUSTMENT A. Arrange for an authorized factory-trained representative of the company or companies supplying the various items of equipment to check the installation and adjust and test the equipment. Said representative shall be experienced and knowledgeable of the equipment being tested. Furthermore, the representative shall assist and instruct the operating staff in adjusting and operating the equipment during the initial plant operation period. 1 . Provide initial lubrication for all equipment. SUTVTP March 2026 46 10 00 - 8 2. Test and demonstrate to the Engineer that all equipment operates properly and specified performance has been attained. For pumps, include measurement of suction and discharge pressure at the pump and measurement of pumping rate by volumetric means or through a suitably calibrated meter for two points on the performance curve. For adjustable- speed pumps, conduct tests at a minimum of two speeds. Furnish any test equipment or measuring devices required which are not part of the permanent installation. 3. In addition, demonstrate that the entire facility is in full operating condition prior to the acceptance of the work. Should any equipment or part thereof fail to operate as intended, immediately remove and replace it, all at the Contractor's expense. Pay for all tests involved in this Section. 4. Pressure test equipment and connections thereto as required by these Specifications. 3.05 PERFORMANCE TESTS A. Upon completion of the work, and after all systems are set and balanced, conduct performance tests in accordance with Division 1 and other applicable sections. SUTVTP March 2026 46 10 00 - 9 APPENDIX Supplemental Information SUTVTP March 2026 i S.U.T WELL AS-BUILT DIAGRAM 20 inch OD,Dissimilar Metal 30"Diameter Connector Conductor Casing /, Ground Surface (0-27 ft bgs) " 16 inch OD,A53 Grade B -- , k 40"Auger Hole Diameter Steel,0.25 Wall Casing N4 27 bgs (0-18 ft bgs) �i o - - - 1 i inch ID,Sounding Tube,0.145 "� •�I, . 50 Wall, Sched 40 steel(installed in Sanitary Seal, 15-Sack sand-cement :.1rt: ••-: 68' annular space) grout,0-50 ft bgs '°_'_'����••.�' ;:j:;2;•"..".";.t:j 900 16 inch OD,Type 304,0.25 Wall 8x16 Oglebay Norton Filter Pack Gravel r' 100' Stainless Steel Casing with Sounding ``'` Tube Conncector 26"OD Construction -— 'it,- Borehole "' 1 :t: .�: Str 16 inch OD,Type 304 Stainless Steel ;z;. ..t :; 160' Weil Casing(between all SS screen 8x20 Oglebay Norton Filter Pack Gravel — *IrM.. .%" :::: 'iii' i i 180' intervals) 4,t 200' Mortar Sand Fill �-- iiii 220'�-Type 304 Stainless Steel Centralizers 16 inch OD,0.04-inch slot,Wire i i;:� •"•lig Wrapped, Stainless Steel Well ==: ??i 240' Screen '? :,••."•,. ! 260' 3/8 inch Hole Plug Seal ,""mom:•:• 270' ivanm 280' 16 inch OD,0.05-inch slot,Wire �''' �i'tt== ,::: 310. 8x16 Oglebay Norton Filter Pack Gravel Wrapped,Stainless Steel Well MI. i' 320' Screen oo• 3/8 inch Crushed Rock Fill 20 inch OD,Stainless Steel Sealed o`,r,-----17 1/2"Pilot Hole Well Cellar �"- -358' Fill" TD of Pilot Hole 358 ft bgs Not To Scale South Upper Truckee Well l u Well Construction Schematic I Nin�ias �n�ineeRs j 3785 Baker Ln.,Suite 201 • Reno,NV B9509 South Lake Tahoe Public Utility District \ MaN:P.O,Box 10220 • Reno,NV 89510 (775)6B9-8630 • fax(775)689-8614 www nim6useng nears com Nimbus Job#0411 Date: April 2005 CARSON South Lake Tahoe P.U.D. South Upper Truckee Well Pump and Motor installed 8/02/2024 (--- 150# 10" Flange S 1 1•=a •1= - % _r 4 i ,- , `All measurements 4 '; 10" X 20" SURFACE PLATE I from top of casing 14" 0.D. OF COuPuf1ge flanges 113.5' *I • ;i 15.5" L D. OF WELL 119.9' " Jo" CO—UMN • flanged fiberglass 7 ,e: . ` POWER CONDUCTOR 6' _ ,a ec wil_ utrr -- A '-..---7/ Goulds 9 TNHC fAS*IIY ,. 28.9 : ." 1 STAGE ,� Iliy. Al ;< $ QD.OF 9M 0 ..S INCL.CONDUCTOR-GUARD r r' 54.9" MOTOR: } f., Franklin jam- I 0 IR 1460 VOLTS • i" '0 ©PH• 3450'A.P.M. mama 0.D. PUMP PERFORMANCE U S.O.P.im.------1 lain I FT. TOTAL HD. R.P.M------- 35?5 Fiirnish new Franklin, 50hp 460 volt;A"ctainlPcc steal.motor(sin 245-19)SiijlIfPJsih(P primp is GoiildS_rpndpl 9 TNHC, 1 tag ctainlacc ctPPl/-lacignarl fir 1 Ann gpm with R51;rtb(sin 51 R7123) Thera is an R" X 1Il"S/e,conrPrjtrir rPrti'cat.in top of pi imp with an 1n" NPT to RIitt thrcarlad sic roiiplina witrh cnnvellctnJn"fihPrjlacc flanged cols imn pipe Thar. is 110'of flang.ri Column pipe. witch hag a 1 n"bi ttt to NPT c/s rnupling fn .- .' a- a- .- 'se- '•■ ■- _ 1" • •11_ are welded to the butt thread adapters on the fiberglass column pipe TRIPLICATE STATE OF CALIFORNIA DWR USE ONLY — DO NOT FILL IN Owner Copy WELL WELL COMPLETION REPORT I I 1 I I Page / of I(J Refer to Instruction Pamphlet STATE WELL NO./STATION NO. Owner's Well No.5n. ()err TO 6 `e' No. 095703 I 1 I I I I I I 1 I Date Work Began 4 1 0 ! , Ended 1:3 Q-D`7 LATITUDE LONGITUDE Local Permit Agency .i 1 DC..A 0 ( .r'La ril �" 111 I I I I I I I I I APN/TRS/OTHER Permit No. r 041 — 3 Permit Da e 6 7"0 v GEOLOGIC LOG - WELL OWNER (// ORIENTATION L VERTICAL _HORIZONTAL _ANGLE , ,F''U',.6) ( ) _(SPECIFY) Name � 1 rtn METHOD "Ce0-i i Af-at.11( FLUID ;1 01y.4C'' Mailing Address i~ ��1�01k j}l,(J rPj / DEPTH FROM ! / •SURFACE DESCRIPTION _ 1. _ i•, L. fir-r .174k 1-, or C! el‘�0 Ft. to Ft. Describe material, grain size, color, etc. CITY STATE • ZIP WELL LOCATION Address -, C. f^' I. -r- c 'Qy City .`.• t.i 4. ;,, ( (L. .r' o �1 h,F, , County ��' . �?G,['C-,,,;., APN Book f. Page Parcel 6).[ Township i it/ Range 1 Section r"1t if jre 7 Lat _ I I =::Z Long ',.7;`" I '"'`.` I •4\.3',I DEG. MIN. SEC. DEG. MIN. SEC. LOCATION SKETCH —ACTIVITY (�) — NORTH _ NEW WELL ,{ / MODIFICATION/REPAIR 7 ' f f1 i.' 1:.'e L Deepen _ Other(Specify) DESTROY(Describe • Procedures and Materials Under"GEOLOGIC LOG") . USESO WATER SUPPLY Domestic 'Public 4 v _ Irrigation _ Industrial LU It of( 1 C.. ¢ MONITORING I OLC4116 w TEST WELL L; ® CATHODIC PROTECTION HEAT EXCHANGE DIRECT PUSH INJECTION_ _ 5o u Noe, -Tr at-eCyR (/�• VAPOR EXTRACTION SPARGING SOUTH REMEDIATION Illustrate or Describe Distance of Well from Roads,Buildings, Fences,Rivers,etc.and attach a map. Use additional paper if OTHER(SPECIFY)_ necessary.PLEASE BE ACCURATE&COMPLETE. WATER LEVEL & YIELD OF COMPLETED WELL DEPTH TO FIRST WATER (Ft.) BELOW SURFACE DEPTH OF STATIC WATER LEVEL Ll t (Ft.)&DATE MEASURED 9-3 to'-n.Al ESTIMATED YIELD '41,57 (GPM) &TEST TYPE C'rdP;,itita,/1" TOTAL DEPTH OF BORING '\ `12'7> (Feet) TEST LENGTH .:LI (Hrs.)TOTAL DRAWDOWN (Ft.) TOTAL DEPTH OF COMPLETED WELL 2,,)0 (Feet) *May not be representative of a well's long-term yield. DEPTH CASING (S) DEPTH ANNULAR MATERIAL FROM SURFACE BORE-HOLE TYPEO FROM SURFACE TYPE DIA. w o a MATERIAL/ INTERNAL GAUGE SLOT SIZE CE- BEN- (Inches) g Q .i- a GRADE DIAMETER OR WALL IF ANY MENT TONITE FILL FILTER PACK Ft. to Ft. m c.) c>> � (Inches) THICKNESS (Inches) Ft. to Ft. (TYPE/SIZE) w o L (✓) (✓) (✓) 0 1 3 U a.i d. r' 4, 4r 15 i %u w n►Ph. 5o `' 2Q •A / #J3 Cr ('3 )$" .�5Q f444rier 50 ;3-j, AtiDn (1' '7 t7 '2 / , `� it", i `�Ij:4 Z 50 b :elf i; `ri Xi4 -?F `fib 24 55 3a� iS 1X I+O • v,1'O' t=5.r 1155 - 100 ei o I 140 -21 F'•+ 3 .30 I is" Ii; . .Z..6 c2 R 5- /65 13%(' C)- i 6 o 111 D r v i.5 .nit' ( 5" X'X WO • e94/0 ,, I )5' /or, ATTACHMENTS (z.) CERTIFICATION STATEMENT I,the undersigned, certify that this report is complete and accurate to the best of my knowledge and belief. ''''Geologic Log - Well Construction Diagram NAME - , l'''' ' I i -4.-pt% (PERSON, FIRM, OR CORPORATION) (TYPED OR PRINTED) _ Geophysical Log(s) 7 — Soil/Water Chemical Analyses Li '�? l eVL.O /1t t /-re /(!Ci .1 6 1 7?2 - Other ADDRESS r A CITY STATE ZIP ATTACH ADDITIONAL INFORMATION, IF IT EXISTS. Signed r •. , W : ,,. s ' �i`"{ C-57 LICENSEDD WATER WELL CONTRACTOR DATE SIG i D " .C157 LICENSE NUMBER DWR 188 REV. 05-03 IF ADDITIONAL SPACE IS NEEDED, USE NEXT CONSECUTIVELY NUMBERED FORM Go+u7'/irvvf'er i for NO. 149 57e 3 TRIPLICATE STATE OF CALIFORNIA DWR USE ONLY — DO NOT FILL IN Owner's Copy WELL COMPLETION REPORT I I I 1 1 I I I I 1 1 Page ..t,. of Refer to Instruction Pamphlet STATE WELL NO./STATION NO. Owner's Well No. 3 b i.)pee f 7 d'a/t ke-,•. -- No. 10 95704 I I I 11 I I I Date Work Began , Ended LATITUDE LONGITUDE Local Permit Agency 1 I 1 1 I I I I I 1 I I I Permit No. Permit Date APN/TRs/OTHER GEOLOGIC LOG WELL OWNER ORIENTATION (�) VERTICAL _HORIZONTAL ANGLE _(SPECIFY) Name DRILLING MailingAddress DEPTH FROM METHOD FLUID SURFACE DESCRIPTION Ft. to Ft. Describe material, grain size, color, etc. CITY STATE ZIP WELL LOCATION Address City County' APN Book Page Parcel Township Range Section Lat I I N Long I I W DEG. MIN. SEC. DEG. MIN. SEC. LOCATION SKETCH —ACTIVITY ( ) — NORTH - - _ NEW WELL MODIFICATION/REPAIR - Deepen - Other(Specify) - DESTROY(Describe Procedures and Materials Under"GEOLOGIC LOG") USESO WATER SUPPLY _ Domestic Public - Irrigation Industrial CO H wMONITORING_ TEST WELL CATHODIC PROTECTION HEAT EXCHANGE DIRECT PUSH_ INJECTION VAPOR EXTRACTION SPARGING SOUTH REMEDIATION Illustrate or Describe Distance of Well from Roads,Buildings, Fences,Rivers,etc.and attach a map Use additional paper if OTHER(SPECIFY) necessary.PLEASE BE ACCURATE&COMPLETE. WATER LEVEL & YIELD OF COMPLETED WELL DEPTH TO FIRST WATER (Ft.) BELOW SURFACE DEPTH OF STATIC WATER LEVEL (Ft.)&DATE MEASURED ESTIMATED YIELD ' (GPM) & TEST TYPE TOTAL DEPTH OF BORING _. (Feet) TEST LENGTH (Hrs.)TOTAL DRAWDOWN (Ft.) TOTAL DEPTH OF COMPLETED WELL (Feet) *May not be representative of a well's long-term yield. DEPTH CASING (S) DEPTH ANNULAR MATERIAL FROM SURFACE BORE- FROM (TYPE ) FROM SURFACE TYPE DIA. w o a MATERIAL/ INTERNAL GAUGE SLOT SIZE CE- BEN- (Inches) g u oI- a GRADE DIAMETER OR WALL • IF ANY MENT TONITE FILL FILTER PACK Ft. to Ft. m 0. _, (Inches) THICKNESS (Inches) Ft. to Ft. (TYPE/SIZE) rn 0 1.1 ( ) ( ) ( ) 14;f ; 22O a 4. / 5 5 3Uy 15 1/.2,, ."2 50 U : 'Pi .. y0 ; A60 -6, i1 55 30y 1E— ,,./. • 23-0 - y :3�u :- 2.40 ;#171) -21, V A' Soy 15" xxa , 0,5'0 ;.7o ;.zfo 2l Ia- 55 312L( t$ice- 2.50 I, k' ii i 5. ,X , ,d-a:� , ? ATTACHMENTS ( _) ` t � CEIITIFICATION STATEMENT I,the undersigned,certify that this report is complete and accurate to the best of my knowledge and belief. _ Geologic Log - Wet Construction Diagram NAME f / i�' TM �,r ;; (PERSON, FIRM, OR COItFORATION) (TYPED OR PRINTED)• - Geophysical Log(s) �// /- Soil/Water Chemical Analyses 4 "f 4r rV L a f 4i ' - Other ADORES CITY STATE ZIP { �j ATTACH ADDITIONAL INFORMATION, IF IT EXISTS. Signed -57' //r..(t D. ,.,. '` /y/ ' C-57 tICENSED WATER WELL CONTA OLT R' s" L' DAYS SIGNED .C-57 LICENSE NUMBER DWR 188 REV. 05-03 IF ADDITIONAL SPACE IS NEEDED, USE NEXT CONSECUTIVELY NUMBERED FORM L.f2IJTI"- OL f'1 Ur'' •U' J. 1C%Y_-7/0/ TRIPLICATE STATE OF CALIFORNIA DWR USE ONLY — DO NOT FILL IN Owner's Copy WELL COMPLETION REPORT 1 I 1 I I 1 I I 1 Page_..,.•, Off _ Refer to Instruction Pamphlet STATE WELL NO./STATION NO. Owner's Well No. 60 u pj0tf Tr Elder'403 No. 10 9 5 7 0 5 IIIII I I 1 1 Date Work Began , Ended LATITUDE LONGITUDE Local Permit Agency 1 I 1 1 1 1 1 1 1 I I I 1 APN/TRS/OTHER Permit No. Permit Date GEOLOGIC LOG WELL OWNER ORIENTATION (v) VERTICAL HORIZONTAL ANGLE (SPECIFY) Name DRILLING MailingAddress DEPTH FROM METHOD FLUID SURFACE DESCRIPTION Ft. to Ft. Describe material, grain size, color, etc. CITY STATE ZIP WELL LOCATION Address City County APN Book Page Parcel Township Range Section Lat I I N Long I I W DEG. MIN. SEC. DEG. MIN. SEC. LOCATION SKETCH —ACTIVITY (�) — NORTH _ NEW WELL MODIFICATION/REPAIR Deepen _ Other(Specify) _ DESTROY(Describe Procedures and Materials Under"GEOLOGIC LOG") USES(') WATER SUPPLY Domestic _ Public _ Irrigation _ Industrial rn c W w MONITORING TEST WELL • CATHODIC PROTECTION HEAT EXCHANGE_ DIRECT PUSH_ INJECTION VAPOR EXTRACTION SPARGING_ SOUTH REMEDIATION Illustrate or Describe Distance of Well from Roads,Buildings, Fences,Rivers,etc.and attach a map Use additional paper if OTHER(SPECIFY) necessary.PLEASE BE ACCURATE&COMPLETE. WATER LEVEL & YIELD OF COMPLETED WELL DEPTH TO FIRST WATER (Ft.) BELOW SURFACE DEPTH OF STATIC WATER LEVEL (Ft.)&DATE MEASURED ESTIMATED YIELD* (GPM) &TEST TYPE TOTAL DEPTH OF BORING (Feet) TEST LENGTH (Hrs.)TOTAL DRAWDOWN (Ft.) TOTAL DEPTH OF COMPLETED WELL (Feet) "May not be representative of a well's long-term yield. DEPTH CASING (S) DEPTH ANNULAR MATERIAL FROM SURFACE BORE- FROM ('TYPE ) FROM SURFACE TYPE DIA. . E, o a MATERIAL/ INTERNAL GAUGE SLOT SIZE - CE- BEN- (Inches) g ¢ Coz a GRADE DIAMETER OR WALL IF ANY MENT TONITE FILL FILTER PACK Ft. to Ft. m 0 coo - (Inches) THICKNESS (Inches) Ft. to Ft. (�) (�) ( ) (TYPE/SIZE) LL 310 320 e if ;. ao� i; Y,S� � . I I ATTACHMENTS (2,_) CERTIFICATION STATEMENT I,the undersigned,certify that this report is complete and accurate to the best of my knowledge and belief. _ Geologic Log Well Construction Diagram NAME (. I'i' '' `;A ` f 't''J 11 i,J (-- (PERSON, FIRM, OR CORPORATION) (TYPED OR PRINTED) — Geophysical Log(s) ,j�r �" y .Li 5 7 L- 1 .^Y O/ice rPs�O (4 (Jf1 J Soil/Water Chemical Analyses • - Other ADDRES y(.�/rtr1 t CITY / STATE u I� ZIP, _ . ATTACH ADDITIONAL INFORMATION, IF IT EXISTS. Signed 1 �/'�' "F � �R�"r,�1rv.)+ 4. !Q'"Z1 t iJ ) C-57 LICENSED WATER.DELL CONIIIACTOR DATE SIGNED C- LICE E N MB R DWR 188 REV. 05-03 IF ADDITIONAL SPACE IS NEEDED, USE NEXT CONSECUTIVELY NUMBERED FORM Jan-03-05 02 : 54P So Tahoe Pub Utility Dist 530 541 0499 BOREHOLE LOG Well Number:South Upper Truckee Well 03 Nlmbu8 �n�inCCRB Project:South Tahoe PUD Page 1 of 3 DRAFT CD Location:3140 Egret Way Driller:Zim Industries Date Reno,Nevada Coord: 38°49'20.23780" Rig: (deco H 35 Rambler Start: 7/15/04 120°01'18.34022" Hits: 17-1/2" Finish: 8/19/04 Geophysical Log:SP/LongShortRea/Singie Point/ TD:258 ft El: 6396.76 ft Fluid:Water w PolyBore polymer Guard/Gamma/Cal/femp . Grain Size Description i o ca U $ at xt Note: Describe cuttings(Including observations from driller,rig -- S t! S c 1 all and shaker screen- Also note changes in drilling methods and . c o_ I' 0R. C u) N 19; drilling parameters including cfm,weight on bit,psi,rotation. g _ • S in LT. a O i v ��L . 0-10 Well graded coarse sand w abt gravel&boulders,dark -" strg SW i 5 5 10 25 'i- :a`s# •p ylw-orange to grayish red. TtZ r---� strg SW 3 2 8 27 60pBe -- _-- _---.__--,_--_, -._---.----«--- :: 10-15 Sandy silt w tr gravel,It gray. tr SSW 70 5 10 10 5 --- tr r , 3 1 ••.- 15-30 Well graded coarse sand w gravel,med It gray. 20 ;••., ' :e• :3 — —� tr.SW I 5 10 ' 30 35 20 a,..-•• - 4-_-.-_- • tr SW' 3 10 30 37 15 t"'-.k-+w.,r ----�•--- - --- --_- •.___ ,;',..:,..1-;: , nd w tr fine gravel,pale ylw-brown. • 30-40 Well graded sand • tr SW- 5 15 30 40 10 . :y Suberkosic w abt mg/cg fraction,subang-Sev%mafics {k,,.. ;, (hnbtd&blot tr muse.Tr ox,tr voic Ilthies. 3 tr SW 4 5 15 30 40 10 ao ,.y;? 40-45 Well graded sand,med It gray to It olive gray.Mostly mg, 2 SW 5 40 . 50 5 tr subang to submd.1-2%macs,rare ox all,rare vole:litlucs. '. :<: Subang,2 3%malice SW, 10 L60 ' 15 5 tr : •.• 45-55 Modgraded fine sand,olive.— 1 gray. --- ---- ----� _ •_---, ----�--- .' e�must.Tr ox an,tr volt lithics. --_ 1 i :::: .:::..,. (SW 5 20� 15 35 25 .'- 1 SW 2 26 26 36 10 '``':_•- 55-95 Well graded sand w gravel,med It gray to It olive gray. 60—/ I''' oaptik R Arkosic,subang to submd to md,1-2%mafics(biot+hnbld), _ tr vole Uthics. Bouncy drilling,hole taking considerable fluid 5 4 SW 4. 20 32 24 19 Xie :-3c:$ {40 50gpm). I+ ----1 SW._2_ 20 -25 -47 6 • ;'- • SW 2 20 25 47 6 '''- 2 s` ;. Ye?{ p.. 3 SW' 2:4 19 26 46 ' 7 .,�4 - 8. �I -, . from wive analyses 80 - '_ "Data lyre ,SW; tr 15 15 `50 20 4 SW` 4.5 25 28 37 6 � -.` g 85-90 Considerable gravel noise in discharge line. _- ------4 SW' 2 18 23- 53 5 i - '.;i 95'Begin adding Potybore. 3 SW 10 40 30 18 2 95-105 Wellgraded fine/med sand,It olive gray.Subang to 100^ F _ — 1-2%mafics+muse q SW 5 44 ; 45 5 1 —.--p - 105-125'Mod graded fine sand w silt,olive gray. Mostly fg& O 46 3 SW-k 35 61 2 2 tr - ' vfy sand w minor silt 1-2%mafics,blot+muse,tr fg vole: SM - _--' - •Ilthics,rare ox stained grains. - SW- 354 53 10 1— SM -• ,c 2 ••••.•:.:. SW-' 20 65 15 tr , .. SM .--- Jan-03-05 02 : 55P So Tahoe Pub Utility Dist 530 541 0499 !8 514 BOREHOLE LOG Well Number:South Upper Truckee Well#3 Project:South Tahoe PUD Page 2 of 3 DRAFT €1, Nimbus CnjInccits Location:3140 Egret Way Driller:Zim Industries i - Time Reno,Nevada Coord: 38°49'20.23780" Rig: Ideco H 35 Rambler Start: 7/15/04 SP/LongStwRRes/Single Point/ 120°01'18.34022" Bits: 17-1/2" Finish: 8/19/04 Geophysical Log: TD:258 ft El: 6396.76 ft Fluid:Water w PolyBore polymer Guard/Gamma/Cal/Temp Grain Size J Description E d $ U v at ye Note: Describe cuttings(including observations from driller,rig 2B S 0 c c iR 9 and shaker screen. Also note changes in drilring methods and L ' 1-- N c C yt in c(1) > -2 0 c drilling parameters including cfm,weight on bit,psi,rotation. 8 a E z N V S 5 it � 6 8 a . P .... .. 1 'SW- 15 80 5 tr - - ---- S ¢" 125-13T Sandy silt,ohm gray.Most of sample-240 mesh, MN •.. L 60 38 2 -20%vfg sand,1%mafics,mod abt fg must. 3 ML 80 17 2 1 - ML � 3 10 20 20 35 15 .-.`s„ 137-18T Well graded sand w fine gravel,It olive gray. 140 ,rSW, "`' ,;t,-o Subarkosic,mostly subang w lesser eubmd/md.1-2%malice, s�a rare blot,occ must,occ vole lithic grains,tr ox stains. 'SW tr 45-1O 35 10 :'.4.: ;r. 1 --`SW 1 71 10 15 3 :A - Yy11.t4 • ., a • SW 2 30 10 48 10 . __- i ft 1 SW 11 31 27 _ 24 7 .: '•'- 1 SW tr 45 40 10 y .' - e3'---! "Yf 'Data from seive analyses 1.50 1 0 ,0 . 1 • , •aw _ 2 SW 2 30 25 35 -3 'i .1 C, , . .. .. 180 .A 1-- . 2- iSW; 15 21i20t43 1 ► 3 • N,: s 0 40 2- SW tr 25 15 25 35 z .,k; y , 3 1 -'--�----_--- i...;:,L,; 187-194'Li,boulder of biot/hnbld g anodiortte. 0 03 SW tr 20 5 35 j 40 r`:;;: :•;^ 2 -t � 794-205 Well Braided sand w fine gavel It olive gray. SW I 40 5 ,-'•" a.-•D.9 Subarkosic,mostly subang w lesser submd/md.1-2%mafics, vole lithicins ox stains. . abt D must, g _ T T1 2' 10 :v=° mod blot,occ oec grains. :.•:.'. S ^_,.a• — -— :.:.:.: 205-220'Mod graded fine sand,olive gray.Mostly fg/vfg ::: SW 5 45 35 10 tr i' ,--1:.'.' submd,1-2%mafics,rare blot,mod abt muse. -- _ > SW 12 74 1-•----�- " :F• • •Data from salve analyses a 0.79 SW 5 45 40 10 tr % - ... 220 `.fi::��•:` -} : :c=;v,.- 220-255'Well graded coarse+mad sand w minor gravel,It SW 1 1 13 r4'1V. olive gray.Subarkose,subang to submd,1-2%mafics,mod •. abt muse.Minor coarse submd gravel of granitic+vole rock, SW 15 35 45 5 i minor ox stains. _-' ____.___-.____T_-_ Wf-y- - SW 9 42 22r 19 �8 Wiz.: ., o _ _ Ill — SW 10 50 40 2 240 0 49 1111 is Jan-03-•05 02 : 56P So Tahoe Pub Utility Dist 530 541 0499 -,10 . T /6 BOREHOLE LOG Well Number:South Upper Truckee Well 83 project:South Tahoe PUD Page 3 of 3 DRAFT N Imo us enialnccits Location:3140 Egret Way Driller:Zim Industries ID Reno,Nevada Cooed: 38°49'20.23780" Rig: Ideco H 35 Rambler Start: 7/15 Log:SP/LongShortResJSingle Point/120°01'18.34022" Bits: 17-1/2" Finish: 8/19/04 Geophysical TD:258 ft El: 6396.76 ft Fluid:Water w PolyBore polymer Guard/Gamma/Cal/Temp Grain Size Description _ c 1 eC • U are * ,R Note: Describe cuttings(including observations from driller,rig 4 g i 6 I°. S 2 ' ! 2R and shaker screen- Also note changes in drilling methods and c oC _ 'd" C y2 i�1 > c LLa° drilling parameters including cfm,weight on bit,psi,rotation. f N It ' 0 a N S c '= �,?� 220-255 Cont.Well graded coarse+med sand w minor gravel, 3 SW 9 51 27 11 6-2 ' '•"e• R It olive gray.Subarkose,subang to submd,1-2%!viatica,mod Y,.; abt muse.Minor coarse submd gravel of granitic+vole rock, _ — rat ' 2 SW 20 35 25 —20 '•.- minor ox stains. - -- •R 245-250'Poss bouider,_slow drilling w fresh,grandic chips. 2 --- SW 35 50 •------ K.: 10 2 a : -.Y,.•; 255 Mostly med sand. • 29 - - 36 17 $ _ 260 .-........ 4,4 260'Noisy discharge line. 0 18 SW 2 -. 40 :Y' 255-275'Well graded sand w gravel,It olive gray.Abt cg sand 3 ;: gravel, 1%mafics, I - �;=;.� +fine rare coarse gravel.Mostly subang, SW 7 28 31 27 7 ",-.- occ blot,occ muse,occ vole lithics,minor ox stains. -.— ._--- —__2-- ! —rSW 15 3 .5O 5 q — tat - 2 i ,SW 22 67 9 2 a,,:-•-.- 275-290'Mod graded fine sand,olive gray.Mostly fg/vfg sand, 280 1 I ? submd,1-2%mafics,occ blot,mod abt musc,tr voic litt►ics. -- 2 - SW; 20 ' 66 9 5 "•`"'f.;;"4: •Data from serve analyses ,— 1 rX..::;st 0.43 Y r '' --•r-- --- - 290-315 Well graded coarse sand w fine gravel,It olive gray. SW 20 0 'i tr Sand subang to submd,1-2%mafics,occ blot,mod abt musc. i • "r . a- Mostly fine gravel(granule to sm pebble)of granitic rock, uy' 2 ,SW i 3 3 4 ; . -Q tr vole.Slight ox. 300 :. ,r 10 20 65 5 ii.i"f" .R ;.i I'', 305'Noisy discharge line. 035 2 20 r 25 50 2 `- ' SW• "' S E 2 S 7 -_. - 20 - 20 50 10 a 315 Noisy discharge line. — 2 SW 30 40 30 tr .:z >. 315.33T Well graded sand w tr fine gravel,k olive gray. ;':. ; `"' Subannfsubmd,1-2%marks,occ blot,mod abt must.Occ 320 J s: 1;»?? :,.>:-?..t zones w granules,may be wx granitic grus near btm of — SW 35 45 20 tr �•.'="::.':'.'c interval sl ox_ 1 a-47 1 SW 25 40 351 tr X; r 1 SW 25 40 30 2 ' ':K 333-338'Slower driliirg(Wx bedrock?) 0 16 1 -SW - 30 30 30 10 `'">' ' ` , R ."-`--1..2.....;338-358'Granodiorite/diorite bedrock,med dk gray.Very slow — 1 • c -"-:''y-;4•'-drilling. SI wx to fresh rock fragments of biotite/hnbid k t; %r4s:"•." granodiorite and diorite recovered along w some sand. Fairly 1 111F.11 `I' iv .;.:;i:).-smooth drilling,no indication of significant fx's. •_- --- -- ----' ,,"wp fragment recovered from inside Kelly. o ,; -, ;` A 20 cm diorite 1 358 0.02 • k ''.,,^`',",T(3 Hog 358 n WI 1 ... ... UNIVERSALi FIBERGLASS 737-C Firetower Rd Dublin, GA 31021 404-801-5012 Quote: South Tahoe Utilities Mr. Mark Seelos 1275 Meadow Crest Dr. South Lake Tahoe, CA 96150 805.340.4277 mseelos@stpud.us Qty 5 10" flange x flange 20' _ $1327.00ea. _ $ 6,635.00 2 10" FLNG x Thread 10' =$1587.00ea. = $ 3,174.00 6 Installation kit(SS bolts, nuts washers)$27.90 ea = $ 167.40 Total = $ 9,976.40 All flanges will be notched to accommodate the wire. This price is FOB Dublin, GA This Quote is good for 30 days. Please let me know if you have any questions. Thanks for your interest! Pam Grosch Hodges 404-801-5012