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Filanc; 2025-01-14; PWS25-3495UTIL
City of Carlsbad San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 BID NO. PWS25-3495UTIL -Bidding August 7, 2024 ,, •+r' Revised 6/12/18 Contract No. 5552 Page 1 of 138 TABLE OF CONTENTS Notice Inviting Bids ..................................................................................................................... 7 Contractor's Proposal. ............................................................................................................... 14 Listing of Manufacturers ............................................................................................................ 19 Bid Security Form ..................................................................................................................... 20 Bidder's Bond to Accompany Proposal ..................................................................................... 21 Guide for Completing the "Designation of Subcontractors" Form .............................................. 22 Designation of Subcontractor and Amount of Subcontractor's Bid Items .................................. 24 Bidder's Statement of Technical Ability and Experience ............................................................ 25 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation ........................................................................................ 26 Bidder's Statement Re Debarment.. .......................................................................................... 27 Bidder's Disclosure of Discipline Record ......................................................................... 28 Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid ............................. 30 Contract Public Works ............................................................................................................... 31 Labor and Materials Bond ......................................................................................................... 38 Faithful Performance/Warranty Bond ....................................................................................... .40 Optional Escrow Agreement for Surety Deposits in Lieu of Retention ....................................... 42 {'\ •;;' Revised 6/12/18 Contract No. 5552 Page 2 of 138 Section 1 1-1 1-2 1-3 1-4 1-5 Section 2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 Section 3 3-1 3-2 3-3 3-4 3-5 Section 4 4-1 4-2 Section 5 5-1 5-2 5-3 5-4 5-5 5-6 Section 6 6-1 6-2 6-3 6-4 6-5 6-6 6-7 6-8 6-9 GENERAL PROVISIONS Terms, Definitions Abbreviations and Symbols Terms ............................................................................................................... 45 Definitions ......................................................................................................... 45 Abbreviations .................................................................................................... 51 Units of Measure ............................................................................................... 54 Symbols ............................................................................................................ 55 Scope and Control of The Work Award and Execution of Contract ...................................................................... 56 Assignment ....................................................................................................... 56 Subcontracts ..................................................................................................... 56 Contract Bonds ................................................................................................. 57 Plans and Specifications ................................................................................... 58 Work to be Done ............................................................................................... 62 Subsurface Data ............................................................................................... 63 Right-of-Way ..................................................................................................... 63 Surveying .......................................................................................................... 63 Authority of Board and Engineer ....................................................................... 64 Inspection ......................................................................................................... 65 Changes in Work Changes Requested by the Contractor ............................................................. 66 Changes Initiated by the Agency ....................................................................... 66 Extra Work ........................................................................................................ 67 Changed Conditions ......................................................................................... 70 Disputed Work .................................................................................................. 71 Control of Materials Materials and Workmanship .............................................................................. 77 Materials Transportation , Handling and Storage ................................................ 81 Utilities Location ............................................................................................................ 82 Protection ......................................................................................................... 82 Removal ........................................................................................................... 83 Relocation ......................................................................................................... 83 Delays ............................................................................................................... 84 Cooperation ...................................................................................................... 84 Prosecution, Progress and Acceptance of the Work Construction Schedule and Commencement of Work ........................................ 85 Prosecution of Work .......................................................................................... 87 Suspension of Work .......................................................................................... 90 Default by Contractor ........................................................................................ 90 Termination of Contract. .................................................................................... 91 Delays and Extensions of Time ......................................................................... 91 Time of Completion ........................................................................................... 92 Completion, Acceptance, and Warranty ............................................................ 93 Liquidated Damages ......................................................................................... 94 ,, •+;' Revised 6/12/18 Contract No. 5552 Page 3 of 138 6-10 Section 7 7-1 7-2 7-3 7-4 7-5 7-6 7-7 7-8 7-9 7-10 7-11 7-12 7-13 7-14 Section 8 8-1 Section 9 9-1 9-2 9-3 9-4 Use of Improvement During Construction ......................................................... 95 Responsibilities of the Contractor Contractor's Equipment and Facilities ............................................................... 96 Labor ................................................................................................................ 96 Liability Insurance ............................................................................................. 96 Workers' Compensation Insurance ................................................................... 96 Permits ............................................................................................................. 97 The Contractor's Representative ....................................................................... 98 Cooperation and Collateral Work ...................................................................... 99 Project Site Maintenance ................................................................................ 100 Protection and Restoration of Existing Improvements ...................................... 103 Public Convenience and Safety ...................................................................... 104 Patent Fees or Royalties ................................................................................. 111 Advertising ...................................................................................................... 112 Laws to be Observed ...................................................................................... 112 Antitrust Claims ............................................................................................... 112 Facilities for Agency Personnel General ........................................................................................................... 113 Measurement and Payment Measurement of Quantities for Unit Price Work ............................................... 114 Lump Sum Work ............................................................................................. 114 Payment ......................................................................................................... 114 Bid Items ......................................................................................................... 118 SUPPLEMENTAL PROVISIONS TO PARTS 2, 3, 4 AND 6 OF THE SSPWC Part 2 Section 200 200-2 Section 201 201 -1 Section 203 203-6 Section 213 213-5 Part 3 Section 300 300-2 300-12 Section 301 301-1 Section 302 302-5 302-15 Construction Materials Rock Materials Untreated Base Materials ................................................................................ 122 Concrete, Mortar and Related Materials Portland Cement Concrete ............................................................................. 122 Bituminous Materials Asphalt Concrete ............................................................................................ 123 Engineering Fabrics Geotextiles and Geog rids ................................................................................ 124 Construction Methods Earthwork Unclassified Excavation ................................................................................... 125 Storm Water Pollution Prevention Plan ............................................................ 125 Treated Soil, Subgrade Preparation and Placement of Base Materials Subgrade Preparation ...................................................................................... 128 Roadway Surfacing Asphalt Concrete Pavement ............................................................................ 128 Public Convenience and Traffic Control ........................................................... 129 {~ •+r Revised 6/1 2/1 8 Contract No. 5552 Page 4 of 138 Section 303 303-1 303-5 Section 306 306-3 306-12 306-13 Part 4 Section 400 400-1 400-2 400-3 Section 401 401 -3 Part 6 Section 601 601-1 601-3 601-4 Concrete and Masonry Construction Concrete Structures ......................................................................................... 130 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps , And Driveways ....................................................................... 130 Underground Conduit Construction Open Trench Operations .................................................................................. 131 Backfill ............................................................................................................. 132 Trench Resurfacing .......................................................................................... 132 Existing Improvements Protection and Restoration General ............................................................................................................ 133 Permanent Survey Markers ............................................................................. 133 Payment .......................................................................................................... 133 Removal Concrete and Masonry Improvements ............................................................. 133 Temporary Traffic Control Temporary Traffic Control for Construction and Maintenance Work Zones General ............................................................................................................ 134 Temporary Traffic Control (TTC) Zone Devices ............................................... 134 Temporary Traffic Striping and Pavement Markings ......................................... 138 ,., •ff Revised 6/12/1 8 Contract No. 5552 Page 5 of 138 TECHNICAL SPECIFICATIONS DIVISION 2 -SITE WORK 02960 Temporary Bypass Pumping DIVISION 3 -CONCRETE 03461 Precast Concrete Manhole DIVISION 5 -METALS 05500 Miscellaneous Metals DIVISION 15 -MECHANICAL 15062 Pipe Sleeves and Penetrations 15610 Flow Meter DIVISION 16 -ELECTRICAL 16000 General Electrical Requirements APPENDICES Appendix A SWPPP Template Appendix B Geotechnical Investigation Report Appendix C EWA Special Use Discharge Permit Application Documents Appendix D Cannon Lift Station As-Builts (for reference only) Appendix E CARB Fleet Compliance Certification ,~ •~ Revised 6/12/18 Contract No. 5552 Page 6 of 138 CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 11 a.m. on October 22, 2024, the City shall accept bids via electronic format via the City of Carlsbad Electronic Bidding Site, PlanetBids, which may be accessed at https://www.carlsbadca.gov/departments/finance/contracting-purchasing, for performing the work as follows : Demolition of existing flow meter and vault and installation of a new manhole, flow meter, plug valve, force main piping , and check valve replacements together with all surveying and construction staking, potholing, stormwater and non-stormwater pollution control, traffic control, sewer bypassing, temporary dewatering, excavation support systems, and incidental services for CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 PWS25-3495UTIL ELECTRONIC FORMAT RECEIPT AND OPENING OF BIDS: Bids will be received in electronic format (eBids) EXCLUSIVELY at the City of Carlsbad's electronic bidding (eBidding) site, at: Contracting & Purchasing I Carlsbad, CA (carlsbadca.gov) and are due by the date and time shown on the cover of this solicitation. BIDDERS MUST BE PRE-REGISTERED with the City's bidding system and possess a system-assigned Digital ID in order to submit an electronic bid. The City's electronic bidding (eBidding) system will automatically track information submitted to the site including IP addresses, browsers being used and the URLs from which information was submitted. In addition, the City's bidding system will keep a history of every login instance including the time of login, and other information about the user's computer configuration such as the operating system, browser type, version, and more. Because of these security features, Bidders who disable their browsers' cookies will not be able to log in and use the City's bidding system . The City's electronic bidding system is responsible for bid tabulations. Upon the bidder's or proposer's entry of their bid , the system will ensure that all required fields are entered. The system will not accept a bid for which any required information is missing. This includes all necessary pricing, subcontractor listing(s) and any other essential documentation and supporting materials and forms requested or contained in these solicitation documents. BIDS REMAIN SEALED UNTIL DUE DA TE AND TIME eBids are transmitted into the City's bidding system via hypertext transfer protocol secure (https) mechanism using SSL 128-256-bit security certificates issued from Verisign/Thawte which encrypts data being transferred from client to server. Bids submitted prior to the Due Date and Time are not available for review by anyone other than the submitter, who will have until the Due Date and Time to change, rescind or retrieve its bid should they desire to do so. BIDS MUST BE SUBMITTED BY DUE DATE AND TIME MUST BE SUBMITTED BY DUE DA TE AND TIME Once the deadline is reached, no further submissions are accepted into the system. Once the Due Date and Time has passed, bidders, proposers , the general public, and City staff are able {' •;;' Revised 6/1 2/18 Contract No. 5552 Page 7 of 138 to immediately see the results online. City staff may then begin reviewing the submissions for responsiveness, compliance and other issues. RECAPITULATION OF THE WORK Bids shall not contain any recapitulation of the Work. Conditional Bids may be rejected as being non-responsive. Alternative proposals will not be considered unless called for. BIDS MAY BE WITHDRAWN by the Bidder prior to, but not after, the time set as Due Date and Time. Important Note: Submission of the electronic bid into the system may not be instantaneous. Due to the speed and capabilities of the user's internet service provider (ISP), bandwidth, computer hardware and other variables, it may take time for the bidder's submission to upload and be received by the City's eBidding system. It is the bidder's sole responsibility to ensure their bids are received on time by the City's eBidding system. The City of Carlsbad is not responsible for bids that do not arrive by the Due Date and Time. ELECTRONIC SUBMISSIONS CARRY FULL FORCE AND EFFECT The Bidder, by submitting their electronic proposal, agrees to and certifies under penalty of perjury under the laws of the State of California, that the certification, forms and affidavits submitted as part of this proposal are true and correct. The bidder, by submitting its electronic bid, acknowledges that doing so carries the same force and full legal effect as a paper submission with a longhand (wet) signature. By submitting an electronic bid, the bidder certifies that the bidder has thoroughly examined and understands the entire Contract Documents (which consist of the plans and specifications, drawings, forms, affidavits and the solicitation documents), and that by submitting the eBid as its bid proposal, the bidder acknowledges, agrees to and is bound by the entire Contract Documents, including any addenda issued thereto, and incorporated by reference in the Contract Documents. BIDS ARE PUBLIC RECORDS Upon receipt by the City, bids shall become public records subject to public disclosure. It is the responsibility of the Bidder to clearly identify any confidential, proprietary, trade secret or otherwise legally privileged information contained within the proposal's General references to sections of the California Public Records Act (PRA) will not suffice. If the Bidder does not provide applicable case law that clearly establishes that the requested information is exempt from the disclosure requirements of the PRA, the City shall be free to release the information when required in accordance with the PRA, pursuant to any other applicable law, or by order of any court or government agency, and the Bidder agrees to hold the City harmless for any such release of this information. INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 10263), appropriate ,, •ff Revised 6/12/18 Contract No. 5552 Page 8 of 138 securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file with the City Clerk's Office. The specifications for the work include City of Carlsbad Technical Specifications and the 2021 Standard Specifications for Public Works Construction, Parts 2 -8, all hereinafter designated "SSPWC", as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal 2. Bidder's Bond (at time of Bid submit PDF copy via PlanetBids / All Bidders). Bid Bond (Original) within two (2) business days of bid Opening / three (3) Apparent Low Bidders. 3. Noncollusion Declaration 4. Designation of Subcontractor and Amount of Subcontractor's Bid 5. Bidder's Statement of Technical Ability and Experience 6. Acknowledgement of Addendum(a) 7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 8. Bidder's Statement Re Debarment 9. Bidder's Disclosure of Discipline Record 10. Listing of Manufacturers 11. CARB Fleet Compliance Certification (Appendix E) 12. Escrow Agreement for Security Deposits -(optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) BIDDER'S GUARANTEE OF GOOD FAITH (BID SECURITY) At the time of bid submission, bidders must upload and submit an electronic PDF copy of the aforementioned bid security. Whether in the form of a cashier's check, a properly certified check or an approved corporate surety bond payable to the City of Carlsbad, the bid security must be {'\ •ff Revised 6/12/18 Contract No. 5552 Page 9 of 138 uploaded to the City's eBidding system. Within two (2) business days after the bid opening date, the first three (3) apparent low bidders must provide the City with the original bid security. Failure to submit the electronic version of the bid security at time of bid submission shall cause the bid to be rejected and deemed non-responsive. Only the three (3) apparent low bidders are required to submit original bid security to the City within two (2) business days after bid opening date. Failure to provide the original within two (2) business days may deem the bidder non- responsive. ENGINEER'S ESTIMATE All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $690,000. TIME OF COMPLETION The Contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIAL TY CONTRACTORS: ACCEPTABLE LICENSE TYPES Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does not use federal funds. The following classifications are acceptable for this contract: A - General Engineering. ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Sets of plans, various supplemental provisions, and Contract documents may be obtained from the City of Carlsbad website at https://www.carlsbadca.gov/departments/finance/contracting- purchasing Paper copies will not be sold. INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad l'\ •ff Revised 6/12/18 Contract No. 5552 Page 10 of 138 except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as herein before specified. BIDDER'S INQUIRIES Questions on the bid documents during the bid period shall be submitted in writing, via the eBidding website. Questions shall be definite and certain and shall reference applicable drawing sheets, notes, details or specification sheets. The cutoff date to submit questions is October 11 , 2024, at 5 p.m . No questions will be entertained after that date. The answers to questions submitted during the bidding period will be published in an addendum and provided to those bidding on the project no later than October 17, 2024. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. PREVAILING WAGE TO BE PAID The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code , a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq . of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. CALIFORNIA AIR RESOURCES BOARD {CARB) ADVANCED CLEAN FLEETS REGULATIONS Contractor's vehicles with a gross vehicle weight rating greater than 8,500 lbs . and light-duty package delivery vehicles operated in California may be subject to the California Air Resources {' •+f Revised 6/1 2/1 8 Contract No. 5552 Page 11 of 138 Board (CARB) Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please see Appendix E and visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our- work/programs/advanced-clean-fleets. MANDA TORY PRE-BID MEETING A mandatory pre-bid meeting will be held at the project site at 2201 Cannon Road (600 feet east of the intersection with Hemingway Drive), Carlsbad , CA on October 3, 2024, at 10 a.m. Bidders will be provided access to the facility and representatives of the Agency will be present. Questions asked by Bidders at the Pre-Bid Meeting not specifically addressed within the Contract Documents shall be answered in writing and shall be sent to all Bidders present at the Pre-Bid Meeting and be posted on the online bidding portal. UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. ADDENDA Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1. An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so . 2. A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1. Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2. Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. {'\ •+r' Revised 6/12/18 Contract No. 5552 Page 12 of 138 Auto policies offered to meet the specification of this contract must: 1. Meet the conditions stated above for all insurance companies. 2. Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired , and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. The award of the contract by the City is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements , the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. BUSINESS LICENSE The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2024-210, adopted on the 10th day of September 2024. September 11 , 2024 Date ,., •ti' Revised 6/12/18 Contract No. 5552 Page 13 of 138 CITY OF CARLSBAD CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 CONTRACTOR'S PROPOSAL The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, and incidental services required to do all the work to complete Contract No. 5552 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit (refer to Section 9-4 for bid item descriptions): SCHEDULE "A" Item No. 1 2 3 4 5 6 7 8 9 10 Description Mobilization and Preparatory Work (not to exceed 5% of Total Bid) Temporary Traffic Control Preconstruction Survey Storm Water Pollution Control (SWPPP) Utility Locating and Potholing Excavation Support System Dewatering Force Main Dewatering Demolition Temporary Sewer Bypass Contract No. 5552 -PWS25-3495UTIL Addendum No. 1 Approximat e Quantity And Unit LS LS LS LS LS LS LS LS LS LS Unit Price (Figures) Total Amount (Figures) $ \k1otD $ "'om $ 8~C'Cl) $ 'l,® $ 11' mt) $ <ct;,aro $~,csct) $ 11, oco $ \~<,J?«) 5 Approximat Item e Quantity Unit Price Total Amount No. Description And Unit {Figures} {Figures} 11 Construct 8' Diameter Manhole LS $ ),t_.\ I 000 12 Over-excavation and Backfill 20 CY $ ~,'500 $ ~,o-o-o 13 Furnish and Install HOPE Pipe LS $ 'o~,eO'O and Fittings 14 Furnish and Install Flow Meter 1 EA $ ~,oo-o $ --;o, ooo 15 Furnish and Install 14" Plug 1 EA $ \']1 eoo $ \'1 1oeo Valve 16 Furnish and Install 1 O" Plug 3 EA $ \t\ 1 DOO $ ~~,oeo Valve 17 Furnish and Install 1 O" Check 3 EA $ v1, ooo $ lot, BO"D Valve 18 Furnish and Install Electrical 1 LS $ &fi,oo-o and Instrumentation Improvements 19 Furnish and Install Aggregate 1 LS $ ~f)OO Base 20 Furnish and Install Asphalt 1 LS $ \~, f)OO Concrete 21 Seal Coat Existing Driveway 5,400 SF $ \ .. ~~ $ -i, \ 'b'l. Total amount of bid (in figures) for Schedule "A": $ ___ 9-=---lo=-0-+;-'l'-'o--=--~-=---· _o_o ____ _ Total amount of bid (in words) for Schedule "A": "-.>VJ?° b\::::IA.N~~ ~\~ ~o e,~ ~~ et6itt:N "WJ"O eoµ,AK, ~ :::ieKo ~ The City shall determine the low bid based on the sum of Schedule "A". Price(s) given above are firm for 90 days after the date of bid opening. Addendum(a) No(s). _l_. 2 ______ has/have been received and is/are included in this proposal. Contract No. 5552 -PWS25-3495UTIL Addendum No. 1 6 The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the requ ired Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number 13 4 8 7 7 , classification A which expires on O 9 / 3 0 / 2 0 2 5 , and Department of Industrial Relations PWC registration number 1OOOOO1631 which expires on 0 6 / 3 0 / 2 0 2 5 , and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rej_ected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properly licensed. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm , or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. ' Accompanying this proposal is ___ B_i_d_B_o_n_d ________ (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code ,and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code., Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for ·each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. Contract No. 5552 -PWS25-3495UTIL Addendum No. 1 7 IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (3) Place of Business --------.,-=-------------------- City and State --------::-;;;,,"'=------------------------- ~"""----------Telephone No. ______________ _ IF A PARTNERSHIP, SIGN HERE: (2) Signature (given and surname and character of partner) (Note: Signature must be (3) Place of Business --------::,.,,,,,e:;--------------------- (Street and Number) (4) Zip Code-.......,,=---------Telephone No . ______________ _ Contract No. 5552 -PWS25-3495UTIL Addendum No. 1 8 IF A CORPORATION, SIGN HERE : (1 ) Name under which business is conducted __ F_i_l_a_n_c _____________ _ David Kiess , Vic e President (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of _ _...c.C..;;.;a..;:;;l""'i'--'-'f'-"o_r_n_i---'a'------------- (4) Place of Business 740 N Andreasen Drive (Street and Number) City and State Escondido, CA (5) Zip Code ~9'""'2'-"0'-=2'"""'9 ______ Telephone No. 760 -9 4 1-7130 (6) E-Mail DKiess@filanc.com NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership , list names of all general partners, and managing partners: Omar Rodea, Presi dent ~\ , David Kiess , Vice President ~tz~-1------..- Contract No. 5552 -PWS25-3495UTIL Addendum No. 1 9 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 San Diego On November 4th 2024 before me, Adriana Y. Iglesias, Notary Public -----------(insert name and title of the officer) personally appeared __ D_a_v_id_J_._K_i_e_ss _____________________ _ 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ADRIANA Y. IGLESIAS Notary Public • California San Diego County ~ Commission II 2378408 "•,"o .,~ My Comm. Expires Oct 14, 2025 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 San Diego On November 4th 2024 before me, Adriana Y. Iglesias, Notary Public ------------(insert name and title of the officer) personally appeared _O_m_a_r_R_o_d_e_a ______________________ _ 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ········1 ADRIANA Y. IGLESIAS Notary Public -California : San Diego County !: Commi~sion II 2378408 y Comm . Expires Oct 14, 2025 LISTING OF MANUFACTURERS (To Accompany Proposal) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 The Contractor shall submit this completed form with the bid to identify the products, equipment, or materials and their manufacturers proposed for use in the Work. If the Contractor elects to list products, equipment, or materials not listed in the Specifications, Plans, or Carlsbad Engineering Standards, the Contractor shall provide substantiating data to demonstrate that the substitute products, equipment, or materials are of equal quality, durability, functional character, and efficiency as determined by the Engineer. Only one manufacturer shall be listed for each item. Item or Material Manufacturer \Alrv: ::\\MnlC.,, Substitutions for products, equipment, or materials listed above shall be allowed only if submitted for approval at least two weeks prior to the Bid Due Date or, for products, equipment, or materials not listed above, in accordance with Article 4-1.6 of the General Provisions and within 35 calendar days following Contract award. l' •+;' Revised 6/12/18 Contract No. 5552 Page 19 of 138 BID SECURITY FORM (Check to Accompany Bid) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashier's check payable Carlsbad, in the sum of ____________ ~------dollars ($ _______ ), this amount being ten percent (10%) of the tal amount of the bid . The proceeds of this check shall become the property of the City ~ vided this proposal shall be accepted by the City through action of its legally constitute contracting authorities and the undersigned shall fail to execute a contract and furnish the r uired Performance, Warranty and Payment Bonds and proof of insurance coverage with· the stipulated time ; otherwise, the check shall be returned to the undersigned. The proc ds of this check shall also become the property of the City if the -undersigned shall withdr his or her bid within the period of fifteen (15) days after the date set for the opening th eof, unless otherwise required by law, and notwithstanding the award cif the contract to an er bidder. • BIDDER (NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.) l' •+;' Revised 6/12/18 Contract No. 5552 Page 20 of 138 A BIDDER'S BOND TO ACCOMPANY PROPOSAL CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 KNOW ALL PERSONS BY THESE PRESENTS: That we, Filanc , as Principal, and Travelers Casualty and Surety Company of America , as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows: (must be at least ten percent (10%) of the bid amount) Ten Percent (10%) of Amount Bid for which payment, well and truly made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above-bounden Principal for: CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter into and execute a Contract including required bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, being duly notified of said award, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event Principal executed this bond as an individual, it is agreed that the death of Principal shall not exonerate the Surety from its obligations under this bond . SIGNED AND SEALED, this ~1~5t~h ____ day of October , 20_24 __ -:-:-.•-c~~~---{P_ri ___ a-,K-.---.--(SE~) {Sign~ Travelers Casualty and Surety Company of America (SEAL) {Surety) By: -~..CZ:::=::::::=....~-------lfutj'nature) Lawrence F. McMahon, Attorney-in-Fact {Print Namerritle) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Attar ,., •+;' Revised 6/12/18 Contract No. 5552 Page 21 of 138 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 Sa County of n Diego ) On Ou~oW I 5l J.OU-,,\ before me, Minna Huovila, Notary Public (insert name and title of the officer) personally appeared Lawrence F. McMahon 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. (Seal) ...... TRAVELERS J Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint LAWRENCE F MCMAHON of SAN DIEGO , California , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed , this 21st day of April, 2021 . State of Connecticut City of Hartford ss. On this the 21st day of April, 2021 , before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their ce_rtificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 15th day of October , 2024 t Kevin E. Hughes,ASSJtantSecretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above-named Attorney{s}-in-Fact and the details of the bond to which this Power of Attorney is attached. Company Profile Company Search Company Search Results Company Information Old Company Names Agent for Service Reference Information NAIC Group List Lines of Business Workers' Compensation Complaint and Request for Action/ Appeals Contact Information Financial Statements PDF's Annual Statements Quarterly Statements Company Complaint Company Performance & Comparison Data Company Enforcement Action Composite Complaints Studies Additional Info Find A Company Representative In Your Area View Financial Disclaimer COMPANY PROFILE Company Information TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA ONE TOWER SQUARE HARTFORD, CT 06183 Old Company Names AETNA CASUALTY & SURETY COM PANY OF AMERICA Agent For Service Melissa DeKoven 2710 Gateway Oaks Drive, Suite 150N Sacramento CA 95833-3505 Reference Information I NAIC #: I California Company ID #: I Date Authorized in California: 1131194 112444-8 1107 /31/1981 Effective Date 07/01/1997 I I I License Status: UNLIMITED-NORMAL I Company Type: Property & Casualty I State of Domicile: CONNECTICUT back to top NAIC Group List NAIC Group #: 3548 Travelers Grp Lines Of Business The company is authorize d to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY CO MMON CARRI ER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS back to top © 2008 California Department of Insurance SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTORS" FORM REFERENCES Prior to preparation of the following "Subcontractor Disclosure Form" Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer", "Own Organization", "Subcontractor", and "Work". Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bidder's own organization will be rejected as non- responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non- responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. {'\ •+;' Revised 6/12/18 Contract No. 5552 Page 22 of 138 Determination of the subcontract amounts for purposes of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. ,, •+; Revised 6/12/18 Contract No. 5552 Page 23 of 138 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq . of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR'S BID ITEMS Amount of Phone No. DIR Subcontractor's Portion of Subcontractor Name and and Email Registration License No. and Work by Work Location of Business Subcontractor Address No. Classification* in Dollars* ~ South ern Contracting 760-744 -076( 1000002172 222252-A Cl0 $61,500.00 San Marcos , CA cqarcia@sou h erncontra cting.com Gb~NEiS Techno Coatings ~14-98 1-347 12 100000584 296517 -C33 $18 ,805.00 Anaheim, CA sean@techno< 1-0J?.tings. con ~ Grah a m Crackers 951-244-223' 1000016734 745828 C-21 $48 ,900.00 Menifee, CA AMANDA@GRAH, I\MCRACKERSD EMO.COM {Jh,....?--\L Hardy & Harper 714.412.133 D 100000007 ::i 215952-Cl2 * \ 'i. 'b\O.on Lake Forest , CA thambright@I ~ardyandhar per.com , Page _L of L pages of this Subcontractor Designation form * Pursuant to section 4104 (al(3)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." l' •,;' Revised 6/12/18 Contract No. 5552 Page 24 of 138 BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge his/her responsibility, experience and skill. An attachment can be used . The bidder shall demonstrate at least five years of experience successfully completing at least five projects involving sewer lift station mechanical, HOPE electrofusion, and electrical improvements with a value of $1,000,000 or greater and similar in scope to the Work of this Contract. Bidder must also submit the qualifications of its Representatives in accordance with Section 7-6. The proposal shall be deemed non-responsive if the required technical ability and experience for the Bidder or its representative is not demonstrated. Date Contract Name and Address Name and Phone Amount of Completed of the Employer No. of Person to Type of Work Contract Contract Project Experience ~ ee Exhibit A Representatives Qua ifications See Exh bit B l'\ •,;' Revised 6/1 2/18 Contract No. 5552 Page 25 of 138 F/LANC' Building It Better Together· EXHIBIT "A" PROJECT REFERENCES Construction Original Contract Final Contract Project Owner Description of Work Dates Amount Amount Oso lift Station Improvements El Toro Water District Construct wet well and valve vault, pumps, 5/2021-10/2021 $1,954,236 $2,070,034 El Toro Rd & Aliso Creek Ad, Laguna Woods, CA 24251 Los Alisos Blvd, Lake Forest, CA 92630 piping, valves, emergency generator, electrical 92637 Hannah Ford and site work. 949-837-7050 htord@etwd.com Ultraviolet Disinfection System Replacement City of San Diego Demo existing UV units, furnish and install new 8/2020-5/2022 $2,391,636 $2,800,194 2411 Dairy Mart Road 525 B Street, Ste 750, San Diego, CA 92101 two new UV units, including modification of San Diego, CA 92154 Grant Bowers existing basin, coatings and electrical. 858-627-3241 gbowers@sandiego.gov Export Sludge Force Main South Orange County Wastewater Authority 3.1 miles of 6" HOPE piping with cross country 1/2021-12/2021 $3,107,346 $3,208,123 28303 Alicia Pkwy. Laguna Niguel, CA 92677 34156 Del Obispo Rd, Dana Point, CA 92629 alignment and tie-in to existing piping at two Jeanette Cotinola plants 949-234-5400 jcotinola@socwa.com Emergency Design and Construction Services for: City of San Diego Construction installation of 300LF 66" RCP & 1 /2020 -12/2020 $5,500,000 $6,280,000 6500 Montezuma Road 525 B St., Ste. 750, MS908A, San Diego, CA 92101 40LF 18" RCP, 250 LF 96" Tunneling 6560 Montezuma Rd, San Diego, CA 92115 Jess Arcillas Operations, Excavations, Soldier Beam & 619-533-4625 Lagging Shoring, Concrete Vault Structures at jarcittas@sandiego.gov Multiple Pits 33' to 40' Depth. Dewatering, Traffic Control. Installation of 80 LF 8" Watermain, 300 LF of Slurry Abandonment of existing 66" Storm Drain, Soil Pressure Grouting Sink Hole areas, Paving, Sitework lmorovements. Increase in contract due to RP-1 Primary EHluent Conveyance Improvements Inland Empire Utilities Agency Replacement of 18-inch diameter thickener 7/2019-10/2020 $1,853,877 $2,083,713 2662 East Walnut Ave, Ontario, CA 91761 Travis Sprague subnatant overflow (TSO) pipeline with 30-inch 6075 Kimball Ave, Chino, CA 91708 diameter steel pipe and a 30-inch plug valve 909-993-1 942 Demolition of interfering and associated tsprague@ieua.org existing pipes of various sizes and materials Demolition of the existing (buried concrete) primary effluent splitter box and associated equipment Installation of pipes for connections to the new 30-inch TSO pipeline, and replacement of pavement in specified areas Decommissioning of the Plant 2 Pump Station and wet well structure, including dewatering, removal of solids/debris, removal of all piping and equipment inside wet well, removal of wet welt roof slab and above-ground portion of side walls, filling wet well voids with compacted soils, and surface paving with gravel Demolition work inside the pump room includes removal of pumps, motors, equipment pads, meters, piping, valves, electrical conduits, conductors, circuit breakers, and motor starters associated with the pump station Booster Pump Station 3501 Coachella Valley Water District Construction of a booster pump station 12/2018-11/2019 $3,252,777 $3,350,682 70525 Aurora Rd., Desert Hot Springs, CA 92241 75525 Hovtey Ln E, Palm Desert, CA 92211 including pump station, electrical building and Jesse Aguilar generator placement. 760-398-2651 jaguilar@cvwd.org FILA Ne· Building It Better Together· EXHIBIT "B" Education B.S., Structural Engineering, University of California, San Diego, 2016 Certificate in Construction Management, University of California, Los Angeles, 2021 Experience 7 years Joined Firm 2023 Certifications OSHA 30-hour Certified Forklift Operator CPR & First Aid ADAM NUNZIATO PROJECT MANAGER Adam serves as a project manager and has a background in structural engineering and managing ground-up construction of large mechanical systems, reservoirs, water treatment plants, implementation of a nationwide lighting retrofit portfolio in addition to utility design and document coordination for projects in the Southern California area. He has a comprehensive knowledge of engineering programs including AutoCAD, SolidWorks, Revit and Bluebeam. Adam possesses a large amount of hands-on experience managing crews, running job sites, reviewing and approving RFls, submittals, change orders, and overall project management of the budget, schedule, quality and safety programs as well as serving as the onsite contact for the Owner, Design Engineer, and other project stakeholders. Encina Wastewater Authority DAFT Repair, Carlsbad, CA Assistant Project Manager. $4.45 million. Rehabilitation to the dissolved air flotation thickeners (DAFTs) and modifications to the existing Centrate piping. Orange County Sanitation District Liquid Oxygen Tank A Replacement, Huntington Beach, CA Project Manager. $2.6 million. Removal of existing LOX Tank A, design and installation of a new in-kind replacement LOX Tank A including associated piping, valves, instruments and appurtenances, and testing, placement into operation, commissioning, and training requirements. The existing tank shall be demolished, and the new tank placed and secured to the existing concrete foundation with post installed anchor bolts. The pressure sustaining (horizontal) vaporizer associated with Tank A as well as instruments, piping, and valves mounted on and near Tank A will be replaced. Interconnecting piping between Tank A and the existing piping will be replaced as needed for the removal and installation of the new tank. The existing fill vaporizer and Tank B vaporizer will remain as is and most of the piping and valving will be re-used. OC SAN requires uninterrupted LOX supply for their t reatment operations. Veolia IBWC PST 1·5 Rehab, San Diego,CA Project Manager. $900,000. Project included the demolition of existing equipment and installation of owner-purchased PST equipment for PST's 1-5, starting with #5. Filanc rehabilitated five primary sedimentation tanks by removing and replacing with similar items and all new mechanical parts which included sprockets, bearings, flights, chains, hubs, skimmers, and all required hardware, spacers, and fittings. Rehabilitation work was all performed on site. Filanc tested the PSTs after rehabilitation to ensure proper function and operation. Veolia IBWC JB-1 Gates Restoration, San Diego, CA Project Manager. $4.3 million. The scope of work on this project includes the demolition of existing equipment and installation of PST equipment for PST's 1-5, starting with #5. Filanc is rehabilitating five primary sedimentation tanks by removing and replacing all new mechanical parts which include sprockets, bearings, flights, chains, hubs, skimmers, and all required hardware, spacers, and fittings, and testing the PSTs after rehabilitation to ensure proper function and operation. FILANc· ADAM NUNZIATO PROJECT MANAGER PREVIOUS EMPLOYMENT Project Manager. Manage logistics of large purchase orders in accordance with project specs and plans for wastewater treatment plants and other substantial construction projects. Provide value engineering services, recommending changes or improvements to take-offs, bids and plans in accordance with our clients' business needs. Establish and maintain effective sales relationships with major accounts/customers. Supervise progress and performance against the project plan; taking action to resolve operational problems and minimize delays when necessary. Work directly with partners, clients and vendors to determine project scope, specifications, requirements, potential risks, and perform calculations. Conduct project meetings and prepare regular reports to communicate the status of the projects within and beyond the project teams. Manage all aspects of a project, from start to finish, so that it is completed on time and within budget. Project Manager. Managed environmental geosynthetic projects that include reservoirs, floating covers, water tank refurbishments, earthendams, airports, military fuel storage, wastewater treatment, mining facilities, public works, etc. Initiated, tracked and reported on project budgets, coordinate change orders, contract reviews, subcontractor oversight, scheduling, logistics, design review, estimating, and project punchlists. Worked with team members on closeout documentation, material orders, O&M manuals, improved safety protocols and QA/QC documentation. Acted as the main point of contact for clients which included military, large municipalities, water districts, fortune 500 companies, etc. Project Manager. Oversaw the installation of commercial HVAC systems worth upwards of $10 mil. for 300,000+ sq. ft. greenhouses during the ground-up construction in several states. Managed fabrication and designs of supporting steel structures, steel chiller loops, pvc lines, electrical components and all associated modifications to existing and new buildings. Provided scheduling, cost control, material sourcing and risk management in addition to maintaining direct communication with all owners, contractors and clients. Submitted daily construction reports on progress, supervised workers and handled HR duties as they arose including hiring, firing, insurance, payroll, taxes and legal matters. Conducted regular quality control measures of products and materials and, when time allowed, assisted tradesmen in their daily efforts. Project Engineer/Construction Manager. Managed the construction phase of a multi-million dollar contract with sites located across 26 states. Created and tracked daily project change orders, schedules, budgets, payroll reports, customer proposals, and purchase orders. Supervised multiple crews of electricians and coordinated client needs. Conducted pre-construction site audits to accurately gauge equipment, material and manpower needed as well as final completion walk-throughs with the client to ensure customer satisfaction. Communicated effectively with vendors, rental companies, and clients to coordinate material and equipment deliveries to sites. Consultant. Reviewing and providing consulting services on a residential property renovation in Austin, Texas. Project involved renovation of a century old woodworking shop, repairs to foundatid'ns, roofs, interiors and landscape design proposals. Instructed or created design calculations, CAD drawings and procurement schedules. • FILANc· Education 8.S. Electrical Engineering, California State Polytechnic University, Pomona, 2006 Experience 18 years Joined Firm 2006 Registrations/Certifications Professional Engineer (Civil), CA 87166 Qualified Stormwater Practitioner (QSP) CPR/First Aid OSHA 10-Hour OSHA 30-Hour AGCSWPPP Vertical Turbine Pump Course Soils Testing Sexual Harassment Competent Person: • Rigging • Scaffolding • Trenching & Excavation • Total Station • Soils Testing • Confined Space Professional Affiliations Associated General Contractors of America LUIS REYES, PE, QSP PROJECT MANAGER Luis has significant experience on small repair, design-bid-build, design-build and construction manager at risk projects. He is a California registered Professional Engineer with 18 years experience working exclusively in the heavy civil, water and wastewater construction industry. Luis came to Filanc as a Project Engineer in 2006 and now manages Repair and Maintenance projects for California. As a Project Manager he has overall responsibility for the success of his projects, and his duties also include complete project control such as scheduling, negotiation, issuance of purchase orders and subcontracts, owner/client relations, value engineering, interfacing with design engineers and project safety. He has vast experience in the construction management of water and wastewater projects and applies innovative solutions, creative technologies, and efficient systems for successful project completion. Upas Street Potable Water Pipeline Replacement (CMAR), City of San Diego,CA Project Manager. $28.6 million. Luis led the Filanc construction team for this Construction Manager at-Risk (CMAR)project. His duties included coordination with owners, implementing Filanc's QA/QC plan, submittal preparation, materials and equipment procurement, scheduling, constructability reviews.value engineering, productivity analyses and implementation, budget management, subcontractor/management & coordination, purchase order and subcontract coordination, and piping system design. The project included the replacement of existing cast iron distribution mains with new PVC water mains on Park Boulevard and Fifth Avenue between Upas and Robinson Streets including appurtenances, water services, fire hydrants, existing water main abandonment, resurfacing and ADA-compliant pedestrian curb ramps. Horizontal directional drilling (HDD) was required to tunnel beneath State Route 163 and Interstate 5. The total length of the project was approximately 28,500 feet (5.4 miles), of which 22,184 feet was cast iron replacement and 3,730 feet of cast iron was abandoned. The scope included preconstruction services, construction management, coordination of subcontractors and city forces, coordination of public outreach, scheduling, start-up, and close out services. The final GMP was the total of three separate GMP phases that were scoped, estimated and bid in collaboration with the City. The phasing was required to address City construction moratoria, phased funding, equal opportunity local business outreach and contracting. 511 Pump Station and Pressure Zone Conveyance Design-Build, City of Oceanside, CA Project Manager. $2.9 million. Luis led the construction of this pump station Design-Build Project. The facility included three vertical turbine pumps (each 1,562 gpm, 350 hp) in an existing clearwell at the Mission Basin Groundwater Purification Facility and about 2,500 feet of 18-inch ductile iron pipeline to deliver treated water to the 511 pressure zone. Also part of the project was a surge tank, variable frequency drives and other electrical and controls equipment, and a 750 kW emergency generator. This design-build project was executed in a collaborative manner with the City and construction personnel within Filanc to incorporate value engineering and constructability improvements. FILANc · LUIS REYES, PE, QSP PROJ ECT MANAGER Various Repair and Maintenance Projects, Orange County Sanitation District (OC San), Fountain Valley, Newport Beach and Huntington Beach, CA Project Manager. $6,872,949 • Machine Guards at Pl ant 1 (J-126R) • Machine Guards at Plant 2 (J-126S) • Steel Dome Repairs on Digesters E&H (P2-91 -1D) • Basin Storm Dra in Repair • Elevator Modernization CenGen Power Plant 1 • Headworks for 480V Cable Replacement Plant 2 • Pl ant 1 Chiller Building Feeder • Pl ant 1 Primary Basin 4 Repairs • CenGen Hot Water Bracing at Plant 1 • Digester G&S Valve Replacement & Pipe • Fullerton-Yorba Linda Pump Station Repairs • 16 Clarifier Rehabilitation at Plant 1 • A-Si de Primary Basin Launder Cover Repair Plant 2 • Conveyor Belt Replacement Plant 1 • Grit Paddle Replacement Pl ant 1 • Liquid Oxygen Tank A Replacement • MacArthur Pu mp Station Valve Replacement • Plant 1 Laboratory Roof Rehabilitation • Primary Distribut ion Structure B Gates Repair Plant 2 • Primary Sediment Basin G Repair Plant 2 • Crystal Cove Pump Station Wet Well • Mendoza Dosing Line Installation • Effluent Pump Station Annex Discharge Pipe Re pair Santa Ana Station Refurbishment, Mesa Water District, Costa Mesa, CA Project Manager. $1 million Luis led the Filanc construction team that performed upgrades on pressure reducing valves, replacement of butterfly valves and blower, installation of new dismantling joints, and coating repairs within the pressure reducing station. In addition, work included site improvements to the exterior of the station. Various Repair and Maintenance Projects, Encina Wastewater Authority, Carlsbad, CA Project Manager. $8,925,259 • Drying Safety Improvements • SCADA Network Infrastructure Improvement Phase 2 • Secondary Cl arifiers and Strainers Improvements Los Coyotes Water Reclamation Plant Stage 1, Los Angeles County Sanitation Districts, Cerritos, CA Project Manager. $1 million Luis led the Filanc construction team for this project that included the removal an disposal of existing carbon steel return activated sludge (RAS) piping; installation of new/ existing pipe supports, drain bypass piping, installation of new FRP piping, installation of new stage separation valves, actuators and electrical work. Los Coyotes Water Reclamation Plant Stage 2 Unit 2 Return Activated Sludge Replacement, Los Angeles County Sanitation Districts, Cerritos, CA Project Manager. $1 million Luis led the Filanc construction team for this project that included the removal of existing carbon steel piping and pipe supports to be replaced with new pipe supports, FRP piping, valves and electrical work. Additional Projects, Los Angeles County Sanitation Districts, Pomona and Cerritos, CA Project Manager. $2,143,910 • Pomona Water Reclamation Plant Influent Sewer Gate Structure • Los Coyotes Water Reclamation Plant Stage 2 Unit 3 RAS Piping Various Repair and Maintenance Projects, South Orange County Waste Water Authority, Dana Point, Laguna Niguel and Aliso Viejo, CA Project Manager. $1,980,236 • Scrubber 3 Drain Replacement • 6" Main Repl acement • CTP 60ft Light Pole Installation • CTP Concrete Walkway • Pilot Valve Panels Install ation • JBL Weld-o-let • Miscellaneous Improvements • Noise Barri erWall • San Ju an Creek Ocean Outfa ll Junction Structure Rehabilitation • San Ju an Creek Ocean Outfa ll Junction Structure Rehabilitation Phase 2 FILANC' LUIS REYES, PE, QSP PROJECT MANAGER Secondary Clarifiers and Tertiary Treatment Expansion, Eastern Municipal Water District, Moreno Valley, CA Assistant Project Manager. $28.6 million. Luis was responsible for coordination with owners, implementing Filanc's QA/QC plan, submittal preparation, materials and equipment procurement, scheduling, constructability reviews, value engineering, productivity analyses and implementation, budget management, subcontractor/management & coordination, purchase order and subcontract coordination. The construction of this project included the expansion of Eastern Municipal Water District's Moreno Valley WWTP including new clarifiers, new chlorine contact basin, new electrical buildings, modifications to the existing aeration basins, clarifiers, splitter boxes and chemical facilities. Agua Viva Water Treatment Facility Phase Ill, City of Yuma,AZ Project Engineer. $74 million. This CMAR project consisted of the construction of a new 24 MGD membrane water treatment plant including raw water intake, raw water pump station, standby power, and an off-site raw water transmission pipeline. The project included multiple tie-ins to existing production and transmission facilities which had to be carefully coordinated with plant personnel. Activated Sludge Plant Rehabilitation, Orange County Sanitation District, Fountain Valley, CA Project Engineer. $33.6 million. This project was the rehabilitation of an existing 100 MGD secondary treatment plant including the construction of modifications and additions to a blower building, ten aeration basins, modifying existing secondary clarifiers and building two additional secondary clarifiers. The scope of work included demolition and removal of portions of the aeration system piping and Sanitaire membrane system. One Turblex aeration blower was added and modifications to the existing blowers and controls were completed. Luis was responsible for processing submittals and operations and maintenance manuals (O&Ms), processing purchase orders and subcontracts, coordination with the owner's inspectors and subcontractors, QA/QC support and coordination, procurement of equipment and materials, budget creation and management, purchase orders, construction layout and land surveying. FILANc· BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: rn Comprehensive General Liability ~ Automobile Liability Evidence of Coverage See Exhibit C [2g Workers Compensation 5:a Employer's Liability 2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired , and whether scheduled or non-scheduled . l'\ •+f Revised 6/12/18 Contract No. 5552 Page 26 of 138 POLICY NUMBER: GLO 3 677002-19 COMMERCIAL GENERAL LIABILITY CG 25 0305 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT($) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project( s): ANY CONSTRUCTION PROJECT EXC EPT A CONSTRUC TION PROJEC T FOR WHICH A CO NSOLIDATED (WRAP -UP ) OR SIMILAR I NSURANCE PROGRAM HAS BEEN PROVIDED . Information required to complete this Schedule if not shown above will be shown in the Declarations. A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I -Coverage A, and for all medical expenses caused by accidents under Section I -Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard", and for medical expenses under Coverage C regardless of the number of : a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit. CG 25 03 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 2 □ 8. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I -Coverage A, and for all medical expenses caused by accidents under Section I -Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section Ill -Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 © Insurance Services Office, Inc., 2008 CG 25 03 05 09 □ Additional Insured -Automatic -Owners, Lessees Or Contractors Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'!. Prem GLO 3677002-19 01/01 /2024 01 /01/2025 01 /01 /2024 INCL ® ZURICH Retmn Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Namedlnsured:J .R .FILANC CONSTRUCT I ON COMPANY , INC . Address (including ZIP Code): 740 N ANDREAS EN DR ESCINDIDO , CA 92029 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II -Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused , in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations or "your work" as included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. Incl udes copyrighted material of Insurance Servi ces Office, Inc., with its permission . U-GL-1175-F CW (04/13) Page 1 of 2 C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV - Commercial General Liability Conditions: The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV -Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV -Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section Ill -Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms and conditions of this policy remain unchanged. Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-GL-1175-F CW (04/13) Page 2 of 2 POLICY NUMBER: GLO 3 6 77 0 0 2-19 COMMERCIAL GENERAL LIABILITY CG 20 28 0413 THIS ENDORSEMENT CHAf<JGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -LESSOR OF LEASED EQUIPMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person{s) Or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR TO WHICH YOU ARE REQUI RED TO PROVIDE ADDITIONAL INSURED STATUS IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO THE LOSS , EXCEPT WHE RE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW . Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II -Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are requ ired by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. C. With respect to the insurance afforded to these additional insureds, the following is added to Section Ill -Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not applicable Limits of Insurance Declarations. increase the shown in the CG 20 28 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 Waiver Of Subrogation (Blanket) Endorsement Policy No. Eff. Dale of Pol. Exp. Date of Pol. Eff. Dale of End. Producer Add'I Prem. Return Prem. GLO 3677002-19 01 /01/2024 01/01/2025 01/01/2024 $ INCL $ THIS E DORSEMENT CHA GES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to th e Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a lo ss, to waive your rights of recovery from others, we agree to waive our ri ghts of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. PROPOSAL U-GL-925-B W (12/01) Page I of I POLICY NUMBER: BAP 3677003-19 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: J.R. FILANC CONSTRUCTION Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR WHICH YOU ARE REQUIRED TO PROVIDE ADDITIONAL INSURED STATUS OR ADDITIONAL INSURED STATUS ON A PRIMARY, NON-CONTRIBUTORY BASIS , IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO LOSS, EXCEPT WHERE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CA 20 4810 13 © Insurance Services Office, Inc., 2011 Page 1 of 2 Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1 . of Section II -Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I -Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 2 of 2 Coverage Extension Endorsement ZURICH Policy o. Eff Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'!. Prem Return Prem. BAP 3677003-19 01 /01/2024 01 /01/2025 01/01/2024 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the : Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured ® 1. The following is added to the Who Is An Insured Provision in Section II -Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own , hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission , while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you , provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance -Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will th is coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment -Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II -Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. Includes copyrighted materi al of Insurance SeNices Office, Inc., with its permission. U-CA-424-F CW (04-14) Page 1 of 6 C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II -Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II -Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section Ill -Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV -Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form ; and b. Any: (1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived . You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage -Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-424-F CW (04-14) Page 2 of 6 (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision c:mly if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section Ill -Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV -Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the time of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-424-F CW (04-14) Page 3 of 6 K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section Ill -Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV -Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage -Comprehensive Coverage -Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos -Physical Damage 1. The following is added to Section I -Covered Autos: Temporary Substitute Autos -Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown ; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos -Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. 0. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-424-F CW (04-14) Page 4 of 6 agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit"; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos -Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance -Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition : However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, om ission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto -World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish , resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-424-F CW (04-14) Page 5 of 6 U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph 8. Exclusions under Section II -Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage -Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section Ill -Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1 ,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-CA-424-F CW (04-14) Page 6 of 6 POLICY NUMBER: BAP 3677003-19 COMMERCIAL AUTO CA 04 4410 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUS INESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: J.R. FILANC CONSTRUCTION Endorsement Effective Date: 01/01/2024 SCHEDULE Name(s) Of Person(s) Or Organization(s): ALL PERSONS AND/OR ORGANIZATIONS THAT REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization . CA 04 4410 13 © Insurance Services Office , Inc., 2011 Page 1 of 1 Policy Number: EOC948818612 (2) the Insured has, by due diligence, determined the Disposal Site is licensed and certified by the respective controlling local, state, and federal agency(ies) or authorities to accept Materials; and (3) such location or site was neither on nor proposed for addition to the National Priorities List (NPL), or any state or local equivalent designation or any country's similar listing, at the time the Insured sent Materials to the Disposal Site. d. Time Element Pollution Event -Covered Locations We shall pay on behalf of the Insured, in excess of the applicable Self-Insured Retention stated in the Declarations, all Loss or Cleanup Costs that the Insured is legally obligated to pay as a result of a Time Element Claim, provided that the Pollution Event is at, on, under, or migrating or has migrated from a Covered Location and further provided that the Pollution Event: (1) is discovered by the Insured and confirmed by you at your sole expense as having first commenced at a specific time and place during the Policy Period and ends within ten (10) days from when the Pollution Event first commenced; (2) is reported to us in writing as soon as practicable, but not later than thirty (30) days after the Pollution Event first commenced; and (3) did not occur at, under, or migrate from any Underground Storage Tank System. e. Additional Insured (1) We shall pay on behalf of an Additional Insured, in excess of the applicable Self-Insured Retention stated in the Declarations, all Loss and Claim Expenses that the Additional Insured is legally obligated to pay as a result of a Contractor's Pollution Liability Claim reported to us in writing as soon as practicable, but only if the Bodily Injury or Property Damage occurs during the Policy Period because of a Pollution Event under Coverages C.1.a. through d. above and only with respect to liability for Loss that results directly from Covered Operations or Completed Operations that are the subject of a written contract or written agreement with the Insured and performed for the Additional Insured. (2) However, regardless of the provisions in Subsection I.C.1.e.(1) above: (a) we shall not extend any insurance coverage under this policy to any Additional Insured: (i) that is not provided to the Insured in Coverages C.1.a. through d.; or (ii) that is broader than any coverage the Insured is required to provide to the Additional Insured in the written contract or written agreement; and (b) we shall not provide Limits of Liability to any Additional Insured that exceed the lower of: (i) the Limits of Liability available to the Insured in this policy; or (ii) the Limits of Liability the Insured is required to provide in the written contract or written agreement. Continuous Pollution Events The following additional provisions apply to Coverages C.1.a. through d. and Subsection I.C.1.e. Additional Insured above: (1) Progressive, indivisible Bodily Injury or Property Damage occurring over multiple policy periods, including any continuation, change, or resumption thereof, caused by the same, related, continuous, or repeated Pollution Event will be deemed to be only one Pollution Event and to have occurred only in the policy period of the date of first exposure to the Pollution Event; (2) If the date of such first exposure is before the effective date of the first policy period containing the same coverages under this policy issued to you by us, or cannot be determined, but the progressive, indivisible Bodily Injury or Property Damage continues, in fact, to exist during the first policy period containing the same coverages issued to you by us, then the Bodily Injury or Property Damage will be deemed to have occurred only on the effective date of such first policy period. STF-CPP-100-D CW (10/20) Page 4 of 26 Policy Number: EOC948818612 J. Separation of Insureds The written application for this policy will be ·construed as a separate application by each Insured . No statement in the application or knowledge possessed by any Insured will be imputed to any other Insured for the purpose of determining if coverage is available. Only the statements in the application made by and knowledge possessed by any Responsible Insured will be imputed to all Insureds for the purpose of determining if coverage is available to the Insured. However, in the event that such written application for this policy contains misrepresentations or omissions made with the intent to deceive or that materially affect either the acceptance of the risk or the hazard assumed by us under the policy, then coverage will be void ab initio as to all Insureds. K. Sole Agent If there is more than one (1) Named Insured in this policy, the Named Insured that is listed in the Declarations shall act on behalf of all Insureds for all purposes, including but not limited to the payment or return of premium, responsibility for payment of any Self-Insured Retention, receipt and acceptance of any endorsement issued to form a part of this policy, complying with all applicable claims provisions, giving and receiving notice of cancellation or nonrenewal, and the exercise of the rights provided in the Automatic Extended Reporting Period, Optional Extended Reporting Period, if applicable, or Subsection IX.L. Subrogation. L. Subrogation In the event of any payment under this policy, we shall be subrogated to all the Insureds' rights of recovery against any person or organization, and the Insureds shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights. The Insureds shall do nothing to prejudice such rights. We shall not exercise any such rights against any person(s), firm(s) or corporation(s) included in the definition of Insured, against the lnsured's clients, or as may be required by a written contract or agreement if, prior to the Claim, the Insured contractually agreed to or entered into a legally enforceable waiver of subrogation. For any recovery obtained through subrogation, after expenses incurred in such subrogation are deducted by the party bearing the expense, reimbursement will be made in the following order: 1. First, to any interest who has paid any amount in excess of the Limits of Liability provided under this policy; 2. Next, to us; and 3. Then to any interests as are entitled to claim the remainder, if any. M. Policy Territory Coverage under this policy will extend to Claims, Wrongful Acts, Pollution Events taking place and Damages or Loss incurred anywhere in the world, where permitted by applicable law. All premiums, Limits of Liability, Self-Insured Retentions, Damages, Loss, Mitigation Costs and Expenses, Rectification Costs and Expenses, Protective Claim Attorneys' Fees and Expenses, and Claim Expenses, and any other amounts paid under this policy are expressed and payable in the currency of the United States of America. If judgment is rendered, settlement is denominated, or another element of Damages or Loss under this policy is stated in a currency other than United States dollars, payment under this policy will be made in United States dollars at the rate of exchange published in The Wall Street Journal on the date the final judgment is reached, the amount of the settlement is agreed upon, or the other element of Damages or Loss are due, respectively, or, if not published on such date, the next date of publication of The Wall Street Journal. STF-CPP-100-O CW (10/20) Page 26 of 26 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT WC 00 0313 (Ed. 4-84) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 1/1/2024 Policy No. W C367700119 Endorsement No. Insured J.R. Filanc Construction Company, Inc. Insurance Company Zurich American Insurance Co. WC 00 0313 (Ed . 4-84) Copyright 1983 National Council on Compensation Insurance Premium$ Countersigned By }(~ LLJ.)u-D~ ® Schedule of Underlying Insurance ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'I Prem. Return Prem. sxs 3091326-01 01/05/2024 01/05/2025 Named Insured and Mailing Address: J R FILANC CONSTRUCTION COMPANY INC 740 N ANDREASEN DR ESCONDIDO, CA 92029-1414 Company, Policy No. and Term A. Company: ZURICH AMERICAN INSURANCE COMPANY Policy No: GLO 3677002-19 Term: 01/01/2024 to 01/01/2025 Company, Policy No. and Term B. Company: ZURICH AMERICAN INSURANCE COMPANY Policy No: BAP 3677003-19 Term: 01/01/2024 to 01/01/2025 Company, Policy No. and Term C. Company: ZURICH AMERICAN INSURANCE COMPANY Pol icy No: WC 3677001 -19 01/05/2024 35511000 -------------------- Producer: C3 RISK & INSURANCE SERVICES 404 CAMINO DEL RIO S STE 410 404 MINO DEL RIO S SAN DIEGO, CA 92108-3503 Coverage Commercial General Liability Including Employee Benefits Coverage Commercial Auto Liability Coverage Employers Liabil ity Applicable Limits $1 ,000,000 Premises - Each Occurrence $1,000,000 Products/ Completed Ops - Each Occurrence $2,000,000 Products / Completed Operations Aggregate $2,000,000 General Aggregate $1 ,000,000 Personal Injury/ Advertising Injury $1,000,000 Employee Benefits - Each Claim $2,000,000 Employee Benefits - General Aggregate Applicable Limits $1 ,000,000 Combined Single Limit Applicable Limits $1 ,000,000 Bodily Injury By Accident -Each Accident $1 ,000,000 Bodily Injury By Disease -Each Employee U-SXS-101-A CW (09/11) Page 1 of 2 Term: 01/01/2024 to 01/01/2025 $1,000,000 Bodily Injury By Disease -Policy Limit U-SXS-101-A CW (09/11 ) Page2 of 2 BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party whose discipline was stayed , the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed. (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: Davdi Kiess , Vi ce P r esident (print name/title) Pago __ of __ pages of this DiselosuFe of Discipliflc fefffi l' •~ Revised 6/12/18 Contract No. 5552 Page 29 of 138 BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 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 years of the date of the alleged violation . A complaint regarding a latent act or omission pertaining to structural defects must be filed within 1 O 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. 1) Have you ever had your contractor's license suspended or revoked by the California Contractors' State License Board two or more times within an eight year period? X yes no 2) Has the suspension or revocation of your contractor's license ever been stayed? X yes no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor's license suspended or revoked by the California Contractors' State License Board two or more times within an eight year period? X yes no 4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of the Work ever been stayed? yes no 5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertains to, describe the nature of the violation and the disciplinary action taken therefore. n /a (If needed attach additional sheets to provide full disclosure.) Page __ of __ pages of this Disolosuro of Disoiplino form l" •+;' Revised 6/1 2/18 Contract No. 5552 Page 28 of 138 BIDDER'S STATEMENT RE DEBARMENT (To Accompany Propos_al) CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? X yes no 2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s debarment(s)? Attach additional copies of this page to accommodate more two debarments. party debarred agency agency period of debarment BY CONTRACTOR: David Kiess , Vice President (print name/title) Page __ of __ pages of this Re Debarment form {'\ •+;' Revised 6/12/18 Contract No. 5552 Page 27 of 138 NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 The undersigned declares: I am the Vice Presidentof Filanc , 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 Nov emb e r 4t h 202.i_ a1Escondido [city], CA [state]. Signatu re of Bidder l' •~ Revised 6/1 2/18 Contract No. 5552 Page 30 of 138 CONTRACT PUBLIC WORKS This agreement is made this / t/f.Jz day of _____.e.._.,.,A,,L.~-L.),..,,e:,,J.=-.:~-.,---------,-------,-----' 2025, by and between the City of Carlsbad, California, a municipal corporati n, (Ii reinafter called "City"), and Filanc, whose principal place of business is 740 North Andreas Drive, Escondido, California 92029 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of Subcontractors, Technical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work and is awa re of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about underground conditions or other job conditions is for Contractor's convenience only, and City ,., •+r' Revised 6/12/18 Contract No. 5552 Page31 of138 does not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City. 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II , or Class Ill disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer and is incorporated by reference herein . Pursuant to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, {'\ •+; Revised 6/12/18 Contract No. 5552 Page 32 of 138 damage, injury and liability of every kind , nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method . Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City of Carlsbad's policy for insurance as stated in City Council Policy # 70. (A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits indicted herein : a. Commercial General Liability (GLC) Insurance: Insurance written on an "occurrence" basis , including products-completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned , non- owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers' Liability limits of $1 ,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or {' •+;' Revised 6/12/18 Contract No. 5552 Page 33 of 138 borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers' liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that 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. (C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles and Self-Insured Retention (S.1.R.) Levels. Any deductibles or self- insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy# 70. (H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. {' •,;' Revised 6/12/18 Contract No. 5552 Page 34 of 138 (I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid . 11. Claims and Lawsuits. All claims by Contractor shall be resolved in accordance with Public Contract Code section 9204, which is incorporated by reference. A copy of Section 9204 is included in Section 3 of the General Provisions. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference . A copy of Article 1.5 is included in Section 3 of the General Provisions. In the event of a conflict between Section 9204 and Article 1.5, Section 9204 shall apply. Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq ., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provIsIons of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City Council of the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California . v I have read and understand all provisions of Section 11 above. ~~ init Q init l'\ • ., Revised 6/12/18 Contract No. 5552 Page 35 of 138 12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records. 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title , and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 16. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and included herein , and if, through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. 17. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. (signatures on the following page] {'\ •+;' Revised 6/12/18 Contract No. 5552 Page 36 of 138 NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) CONTRACTOR: FILANC (name of Contractor) By: ___::~~;;;,,f,,,;;,,,~~~=======------ (sign here) Omar Rodea, President ~•~e :~d title) By:~ -::::::--,,, (sign ere) David Kiess, Assistant Secretary (print name and title) CITY OF CARLSBAD, a municipal corporation of the State of California ttY By:------------- KEITH BLACKBURN, Mayor \_T~ cwlf~~~ ~HERRY FREISIN ER,Cityaerk President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs , the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: CINDIE K. McMAHON {'\ •,;' Revised 6/12/18 Contract No. 5552 Page 37 of 138 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 San Diego On November 21 2024 before me, Adriana Y. Iglesias, Notary Public ------------(insert name and title of the officer) personally appeared _D_a_vi_d_J_._K_i_e_ss _____________________ _ 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my ········1 ADRIANA V. IGLESIAS Notary Public • California I San Diego County _ Commission II 2378408 y Comm. Expires Oct 14, 2025 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 San Diego on _N_o_v_e_m_b_e_r_2_1_20_2_4 ___ before me, Adriana Y. Iglesias, Notary Public (insert name and title of the officer) personally appeared _O_m_a_r_R_o_d_e_a ______________________ _ 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m]: official seal. Signaturl__, $ b~ ········1 ADRIANA Y. IGLESIAS Notary Public • California : San Diego County ~ Commission# 2378408 y Comm. Expire<J Oct 14, 2025 LABOR AND MATERIALS BOND Bond No. 108112370 Premium is included in Performance Bond WHEREAS , the City Council of the City of Carlsbad located in the State of California has awarded to Filanc (hereinafter designated as the "Principal"), a Contract for: CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE , Filanc, as Principal, (hereinafter designated as the "Contractor"), and Travelers Casualty and Surety Company of America as Surety, are held firmly bound unto the City of Carlsbad in the sum of nine hundred sixty thousand one hundred eighty- two dollars ($960,182), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with California Civil Code section 9100, or for amounts due under the Unemployment Insurance Code with respect to the work or labor performed under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554. This bond shall inure to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any su it brought upon the bond. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed hereunder or the specifications accompanying the same shall affect its obligations on this bond , and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. ,, • ., Revised 6/12/18 Contract No. 5552 Page 38 of 138 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. SIGNED AND SEALED, this _1_4t_h _____ day of November 2024 ' -- _F_ila_n_c ____________ (SEAL) (Principal) By ~VL~· (SignatlJreflT f:>IWt lJ J . \<\6-S~, "\Cte ~~ (Print Name & Title) Travelers Casualty and Surety Company of America (SEAL) (Surety) By ·~/ (Signature) Lawrence F. McMahon, Attorney-in-Fact (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURElY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON ,, •+i' Revised 6/12/18 Contract No. 5552 Page 39 of 138 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 San Diego on November 21 2024 before me, Adriana Y. Iglesias, Notary Public ------------(insert name and title of the officer) personally appeared __ D_a_v_id_J_._K_i_e_ss _____________________ _ 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SignaturcIDsJ,l\;~ ········1 ADRIANA Y. IGLESIAS Notary Public -California : San Diego County ~ Commission # 2378408 y Comm. Expires Oct 14, 2025 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 Sa County of n Diego } On J\)QVUY\kr: ILj . ?n,vl before me, Minna Huovila, Notary Public I (insert name and title of the officer) personally appeared Lawrence F. McMahon 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESSmyh~ Signature __ ....,~......,.__......_ _ __,........, ______ _ (Seal) I a ·: ..... '• MINNA HUOVILA , .-• t COMM. #2473536 o ~ •a NOTARY PUBLIC-CALIFORNIA u, 0 • SAN DIEGO COUNTY ~ I · ,. My Commission Expires 1 _ DECEMBER 6, 2027 _ ~ TRAVELERS J Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint LAWRENCE F MCMAHON of SAN DIEGO , California , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. State of Connecticut City of Hartford ss. On this the 21st day of April, 2021 , before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 14th day of November , 2024 t Kevin E. Hughes,AssltantSecretary To verify the authentidty of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above-named Attorney{s}-in-Fact and the details of the bond to which this Power of Attorney is attached. t,,. ' CALIFORNIA , ~ i QEP~R'(M~NT OF INSURA~.c;,s Company Profile Com pany Search Company Search Results Company Information Old Company Names Agent for Service Reference Information NAI C Group List Lines of Business Workers' Compensation Complaint and Request for Action/ Appea Is Contact Information Financial Statements PDF's Annual Statements Quarterly Statements Company Complaint Company Performance & Comparison Data Company Enforcement Action Composite Complaints Studies Additional I nfo Find A Company Representative In Your Area View Financial Disclaimer COMPANY PROFILE Company Information TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA ONE TOWER SQUARE HARTFORD, CT 06183 Old Company Names AETNA CASUALTY & SURETY COMPANY OF AMERICA Agent For Service Melissa DeKoven 2710 Gateway Oaks Drive, Suite 150N Sacramento CA 95833-3505 Reference Information NAIC #: California Company ID #: Date Authorized in Ca lifornia: 31194 2444-8 07/31/1981 Effective Date 07/01/1997 License Status: II UNLIMITED-NORMAL Company Type: II Property & Casualty I State of Domicile: II CONNECTICUT I back to top NAIC Group List NAIC Group#: 3548 Travelers Grp Lines Of Business The company is authorized to transact bu si ness within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS back to top © 2008 California Department of Insurance SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Bond No. 108112370 Premium: $8,466.00 Premium is subject to adjustment based on final contract price FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California has awarded to Filanc (hereinafter designated as the "Principal"), a Contract for: CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 in the City of Carlsbad , in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract; NOW, THEREFORE, WE., Filanc, as Principal, (hereinafter designated as the "Contractor"), and Travelers Casualty and Surety Company of America as Surety, are held firmly bound unto the City of Carlsbad in the sum of nine hundred sixty thousand one hundred eighty- two dollars ($960,182), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad , and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. ,, • ., Revised 6/12/18 Contract No. 5552 Page 40 of 138 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. SIGNED AND SEALED, this _1_4t_h _____ day of November 20 24 ' -- ..:..F=ila=n=c ____________ (SEAL) \'\ (Pt pa~ , By: ~ Vl~ (SignJ;ef DfN IJ1 J . ~i65$, '\JU,€ ~~,- (Print Name & Title) Travelers Casualty and Surety Company of America (SEAL) (Surety) By:_~------ (Signature) Lawrence F. McMahon, Attorney-in-Fact (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Attorne By: ,, • ., Revised 6/12/18 Contract No. 5552 Page 41 of 138 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which th is certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On November 21 2024 before me, Adriana Y. Iglesias, Notary Public ------------(insert name and title of the officer) personally appeared _D_a_v_id_J_._K_i_e_ss _____________________ _ 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ········1 ADRIANA Y. IGLESIAS Notary Public • California I San Oi~o County _ Commission /I 2378408 y Comm . Expires Oct 14, 2025 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 San Diego ) On }JovOAbbtr )Ytd-07+? before me, Minna Huovila, Notary Public (insert name and title of the officer) personally appeared Lawrence F. McMahon 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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (Seal) !@• : .. :i. • ~~JJr!. ~~E~~'te l 0 , NOTARY PUBLIC -CALIFORNIA en u, .. a SAN DIEGO COUNTY ~ u 1 · ' . My Commission Expires 1 DECEMBER 6. 2027 _ L ~ TRAVELERS J Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America , Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint LAWRENCE F MCMAHON of SAN DIEGO , California , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021 . State of Connecticut City of Hartford ss. On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if requ ired) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 14th day of November , 2024 t Kevin E. Hughes,AssltantSecretary To verify the authenticity of this Power of Attomey, please call us at 1-800-421-3880. Please refer to the above-named Attomey(s}-in-Fact and the details of the bond to which this Power of Attomey is attached. 1.. , CALI FO RNIA ' ' DEPARTMENT OF INSU~ANC~ Company Profile Company Search Company Search Results Company Information Old Company Names Agent for Service Reference Information NAIC Group List Lines of Business Workers' Compensation Complaint and Request for Action/ App ea Is Contact Information Financial Statements PDF's Annual Statements Quarterly Statements Company Complaint Company Performance & Comparison Data Company Enforcement Action Composite Complaints Studies Additional Info Find A Company Representative In Your Area View Financial Disclaimer COMPANY PROFILE Company Information TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA ONE TOWER SQUARE HARTFORD, CT 06183 Old Company Names AETNA CASUALTY & SURETY COMPANY OF AMERICA Agent For Service Melissa DeKoven 2710 Gateway Oaks Drive, Suite 150N Sacramento CA 95833-3505 Reference Information NAIC #: Ca lifornia Company ID #: Date Authorized in California: 1131194 2444-8 07/31/1981 Effective Date 07/01/1997 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty I State of Domicile: II CONNECTICUT I back to top NAIC Group List NAIC Group#: 3548 Travelers Grp Lines Of Business The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS back to top © 2008 California Department of Insurance SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and Filanc , whose address is 740 North Andreason Drive, Escondido, California 92029 hereinafter called "Contractor" and ----------------------whose address is ___________________________ _ hereinafter called "Escrow Agent." For the consideration hereinafter set forth , the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California , the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 in the amount of $960,182 dated _______ (hereinafter referred to as the "Contract"). Alternatively , on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. l'\ •ff Revised 6/12/1 8 Contract No. 5552 Page 42 of 138 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing , and exemplars of their respective signatures are as follows: For City: Title ____ -'--F""-IN"'--A-'-'-N-'-"C'-=E"-=-D'-'--I R=E=-=C'-'T-=O'-'-R~---- Name ---------------- Signature ______________ _ Address 1635 Faraday Avenue, Carlsbad, CA 92008 For Contractor: Title ----------------- Name _______________ _ Signature ______________ _ Address _______________ _ For Escrow Agent: Title ________________ _ Name ---------------- Signature ______________ _ Address _______________ _ l'\ •+i' Revised 6/12/18 Contract No. 5552 Page 43 of 138 At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: Title MAYOR --------~-------- Name _______________ _ Signature ______________ _ Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008 For Contractor: Title ----------------- Name _______________ _ Signature ______________ _ Address _______________ _ For Escrow Agent: Title ----------------- Name _______________ _ Signature ______________ _ Address ---------------- ,., •ff Revised 6/12/18 Contract No. 5552 Page 44 of 138 FLEET COMPLIANCE CERTIFICATION. Bidder hereby acknowledges that they have reviewed the CARB'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 the penalty of 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, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. o 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. o 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). o 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 that term is defined in 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 ). o The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification . Name of Bidde~ 1 Signature: _ 4 ' - Name: David Kiess Title: Vice President Date: 1 1/4/2024 City Attorney Approved Version 12/14/2023 California Environn1en.tal Protection Agency Air Resources Board January 1, 2024 CERTIFICATE OF REPORTED COMPLIANCE OFF·ROAD DIESEL VEHICLE REGULATION is issued to J.R.FILANC CONSTRUCTION COMPANY INC. This certificate indicates that the fleet listed above has reported off-road diesel vehicl.es to the California Air Resources Board and has certified they ar~ in compliance with title 13, CCR section 2449. All applicable vehicles owned by the individual, company, or agency must be reported and labeled, as specified in Section 2449, with all possible completeness, else this certificate is null and void. Certificate expires 2/28/2025 ~ Jack Kitow-..ki Chief, Mnhilt' Sourrf' rontml Divi,ion a llfoml:l Air Resources Board Off-road Diesel Fleet Identification 157 To verify the authenticity of this certl1icate, enter this number at •rill~IQ http://www.arb.ca.gov/doors/com pliance _ cert1 .html City of Carlsbad Addenda Acknowledgements for Project Cannon Lift Station Improvements (PWS25-3495UTIL) Issued on 09/16/2024 Bid Due on November 05, 2024 11:00 AM (PST) Exported on 02/03/2025 Vendor Name Attended Pre-Bid Mtg 1 2 AGC OF SAN DIEGO no yes yes Alvarez And Shaw, Inc.no no no Bali Construction, Inc.yes no no BidAmerica no yes yes Cora Constructors, Inc.no no no Core And Main no no no Farwest Corrosion Control Company no yes yes Filanc yes yes yes Griffith Company no no no HPS Mechanical, Inc.yes yes yes Marathon General, Inc.no no no Mehta Mehanical Company yes yes yes National Electric Works no no no Pacific Pipeline Supply no yes no PAL General Engineering, Inc.no yes no Palm Engineering Construction Company, Inc.yes yes yes Performance Plumbing & Mechanical yes yes yes Prime Time Concrete Cutting yes no no Shaw Equipment Rentals, Inc yes no no Southland Paving, Inc.no no no Techno Coatings Inc no no no Vault Access Solutions & Fabrication, Inc.yes no no Western Oilfields Supply Company no no no Public Works Contract Administration 1635 Faraday Avenue Carlsbad, CA 92008 760-602-4677 t October 16, 2024 ADDENDUM NO. 1 RE: Cannon Lift Station Improvements Project Bid No. PWS24-2335UTIL Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. This addendum--receipt acknowledged--must be included to your bid when your bid is submitted. GRAHAM JORDAN Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 __________________________________________________________ Bidder’s Signature Contract No. 5552 – PWS25-3495UTIL 1 Addendum No. 1 CITY OF CARLSBAD CANNON LIFT STATION IMPROVEMENTS Contract No. 5552 Bid No. PWS25-3495UTIL Addendum No. 1 From: Graham Jordan, Contract Administrator Phone: 760-602-2462 graham.jordan@carlsbadca.gov No. of Pages: 87 pages Date: October 16, 2024 Bid Opening Date: October 22, 2024 - 11:00 a.m. (unchanged) NOTICE: This Addendum forms a part of the Contract Documents for the above identified project and modifies portions of the original Contract Specifications and/or Plans. Documents not specifically mentioned in this Addendum remain in full force. Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject bidder to disqualification. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE CONTRACTOR’S PROPOSAL ITEM NO. 1: CONTRACTOR’S PROPOSAL Replace the Contractor’s Proposal in its entirety with the revised Contractor’s Proposal included as Attachment A. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE PLANS ITEM NO. 2: DRAWING 544-7 Replace the improvement plan with the revised plan set included as Attachment B. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE GENERAL PROVISIONS ITEM NO. 3: 6-1.1.1 BASELINE CONSTRUCTION SCHEDULE Modify the following contract section per the revised language below: Contract No. 5552 – PWS25-3495UTIL 2 Addendum No. 1 6-1.1.1 Baseline Construction Schedule. The Contractor shall prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format and submit the schedule in accordance with 2-5.3. The schedule shall: A. Be prepared using a commercially available, Windows compatible software program, “Suretrak” by Primavera or “Project” by Microsoft Corporation or approved equal. B. Be prepared in hard copy (paper) and electronic (Adobe PDF) format and free of file locking, encryption or any other protocol that would impede full access to the data and labeled with the project name and number, the Contractor’s name and the date of preparation. C. Begin with the date projected for the Notice to Proceed and conclude with the date of final completion conforming with the Contract time. D. Depict a time-scaled network diagram of all activities, logic relationships of interdependent activities, and milestones comprising the complete period of Work with tasks on the vertical axis and their durations on the horizontal axis. Use distinctive texture patterns or line types to show the critical path within the Contract time. Include a tabular listing of each activity and its identification number, description, duration, early start, early finish, late start, late finish, total float, and all predecessor and successor activities. The number of activities will communicate the Contractor’s plan for project execution, accurately describe the project work and allow monitoring and evaluation of progress and time impacts. Activity descriptions shall accurately define the work planned for the activity. Activity durations shall not be shorter than 1 working day or longer than 15 working days unless approved by the Engineer. E. Include detail of all project phasing, staging and sequencing including all milestones necessary to define beginning and ending of each phase or stage and constraints which may impact any activity. Include time allowances for coordination with utility companies and other agencies, equipment and material deliveries, submittal reviews and approvals, traffic control setup and phasing, Work performed by others, inspections, testing and commissioning, corrective work, and any non-work periods. Float or slack time within the schedule is available without charge or compensation to the party or contingency that first exhausts it. A schedule which shows a project duration longer than the Contract time will not be accepted by the Engineer. If the Baseline Construction Schedule does not meet the requirements of these specifications, the Contractor shall revise the schedule and resubmit it to the Engineer. Failure to obtain the Engineer’s approval of the schedule within fifteen (15) Working Days after the date of the Preconstruction Meeting shall be grounds to consider the Contractor in default of the Contract per 6-4. The time required by the Engineer to review the initial Baseline Construction Schedule submittal will not be included in the 15 Working Days. The Engineer shall complete subsequent reviews of the revised schedule and progress updates within 5 working days of receipt. The Contractor shall not be permitted to commence any excavation or demolition activities until the Engineer accepts the Baseline Construction Schedule. For each day of delay beyond the 15 Working Days after the Preconstruction Meeting that the Baseline Construction Schedule is not Contract No. 5552 – PWS25-3495UTIL 3 Addendum No. 1 accepted by the Engineer, the Contractor shall be charged $100 through a deductive Change Order. The Engineer’s response to each review will consist of one of the following: “Accepted.” The Contractor may proceed with the Work. “Accepted with Comments.” The Contractor may proceed with the Work, but must revise and resubmit the schedule prior to submittal of the first progress payment application. The Engineer’s acceptance of the schedule is a condition precedent to payment of any progress payment. “Not Accepted.” The Contractor may not proceed with the Work and must revise and resubmit the schedule. ITEM NO. 4: 9-4 BID ITEM DESCRIPTIONS Add the following bid item per the description below: Seal Coat Existing Driveway The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to place an asphalt-based seal coat to the extents shown on the plan and in accordance with the contract, specifications and Greenbook Section 302-8. The area specified in the contract quantity shall receive two applications of seal coat. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE TECHNICAL SPECIFICATIONS ITEM NO. 5: TECHNICAL SPECIFICAITONS Replace Section 05500 Miscellaneous Metals of the technical specifications with the revised section attached herein as Attachment C. The following provision within the section has been revised: Section 05500 – MISCELLANEOUS METALS 2.02 Access Hatches I. Access hatches shall be manufactured by Bilco, type JD-AL H20 THD Series 48x48 Aluminum H-20 off street Trough/Channel frame, H-20, Double leaf, (USF Fabrication Inc. part# 1000244419), or approved equal. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE APENDICES ITEM NO. 6: APPENDIX B – GEOTECHNICAL INVESTIGATION REPORTS Add the geotechnical report attached herein as Attachment D to Appendix B of the Contract. Contract No. 5552 – PWS25-3495UTIL 4 Addendum No. 1 ATTACHMENT A CONTRACTOR’S PROPOSAL Contract No. 5552 – PWS25-3495UTIL 5 Addendum No. 1 CITY OF CARLSBAD CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 CONTRACTOR'S PROPOSAL City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, and incidental services required to do all the work to complete Contract No. 5552 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit (refer to Section 9-4 for bid item descriptions): SCHEDULE “A” Item No. Description Approximate Quantity And Unit Unit Price (Figures) Total Amount (Figures) 1 Mobilization and Preparatory Work (not to exceed 5% of Total Bid) LS $___________ 2 Temporary Traffic Control LS $___________ 3 Preconstruction Survey LS $___________ 4 Storm Water Pollution Control (SWPPP) LS $___________ 5 Utility Locating and Potholing LS $___________ 6 Excavation Support System LS $___________ 7 Dewatering LS $___________ 8 Force Main Dewatering LS $___________ 9 Demolition LS $___________ 10 Temporary Sewer Bypass LS $___________ Contract No. 5552 – PWS25-3495UTIL 6 Addendum No. 1 Item No. Description Approximate Quantity And Unit Unit Price (Figures) Total Amount (Figures) 11 Construct 8’ Diameter Manhole LS $___________ 12 Over-excavation and Backfill 20 CY $___________ $___________ 13 Furnish and Install HDPE Pipe and Fittings LS $___________ 14 Furnish and Install Flow Meter 1 EA $___________ $___________ 15 Furnish and Install 14” Plug Valve 1 EA $___________ $___________ 16 Furnish and Install 10” Plug Valve 3 EA $___________ $___________ 17 Furnish and Install 10” Check Valve 3 EA $___________ $___________ 18 Furnish and Install Electrical and Instrumentation Improvements 1 LS $___________ 19 Furnish and Install Aggregate Base 1 LS $___________ 20 Furnish and Install Asphalt Concrete 1 LS $___________ 21 Seal Coat Existing Driveway 5,400 SF $___________ $___________ Total amount of bid (in figures) for Schedule “A”: $ Total amount of bid (in words) for Schedule “A”: The City shall determine the low bid based on the sum of Schedule “A”. Price(s) given above are firm for 90 days after the date of bid opening. Addendum(a) No(s). ___________________ has/have been received and is/are included in this proposal. Contract No. 5552 – PWS25-3495UTIL 7 Addendum No. 1 The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number _________________________, classification ________________ which expires on _____________________, and Department of Industrial Relations PWC registration number ___________________________________ which expires on ____________________, and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properly licensed. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. Accompanying this proposal is ______________________________ (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. Contract No. 5552 – PWS25-3495UTIL 8 Addendum No. 1 IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted _______________________________________ (2) Signature (given and surname) of proprietor ______________________________________ (3) Place of Business __________________________________________________________ (Street and Number) City and State _____________________________________________________________ (4) Zip Code ___________________ Telephone No. _________________________________ (5) E-Mail ___________________________________________________________________ IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted _______________________________________ (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) _________________________________________________________________________ _________________________________________________________________________ (3) Place of Business __________________________________________________________ (Street and Number) City and State _____________________________________________________________ (4) Zip Code ___________________ Telephone No. _________________________________ (5) E-Mail ___________________________________________________________________ Contract No. 5552 – PWS25-3495UTIL 9 Addendum No. 1 IF A CORPORATION, SIGN HERE: (1) Name under which business is conducted _______________________________________ __________________________________________________________________________ (2) _________________________________________________________________________ (Signature) ____________________________________________________________________________ (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of _______________________________________ (4) Place of Business __________________________________________________________ (Street and Number) City and State _____________________________________________________________ (5) Zip Code _____________________ Telephone No. _______________________________ (6) E-Mail ___________________________________________________________________ NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners: ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ Contract No. 5552 – PWS25-3495UTIL 10 Addendum No. 1 ATTACHMENT B REVISED PLANSET CANNON LIFT STATION IMPROVEMENTS IMPROVEMENT PLAN FOR: 1/2" 0 1"5552 544-7 BI D S E T - N O T F O R C O N S T R U C T I O N VICINITY MAP AVECOSTALA B L V D C A R L S B A D RD ALGA PALOMAR AIRPORT RD EL CAMI N O RE A L RA N C H O SAN T A F E RD POINSE T T I A LANE AL I C A N T E RD EL FU E R T E OLIVENHAIN RD. M E L R O S E D R . FARADAY COLLEGE BL V D PA S E O DEL NO R T E AVE A V E N I D A E N C I N A S CANNON RD MO N R O E ST CARLSB A D VILLAGE D R MARRON TAMARA C K AVE RD LAKECALAVERABUENA VIS T A LAGOON AGUA HEDIOND A LAGOO N BATIQUITOS LAGOON A V I A R A PKWY POINSETTIA LANE LOCATION MAP PROJECT SITE CANNON LIFT STATION IMPROVEMENTS CIP 5552 CONSTRUCTION PLANS FOR THE CARLSBAD, CALIFORNIA CITY OF CARLSBAD, UTILITIES DEPARTMENT KEITH BLACKBURN - MAYOR CITY COUNCIL MEMBERS SCOTT CHADWICK PAZ GOMEZ BID SET CITY MANAGER DEPUTY CITY MANAGER, PUBLIC WORKS TERESA ACOSTA - DISTRICT 4 PRIYA BHAT-PATEL - DISTRICT 3 MELANIE BURKHOLDER - DISTRICT 1 CAROLYN LUNA - DISTRICT 2 PROJECT SITE 1 6 TITLE SHEET NISDDP AUGUST 2024 FILL EXTERIOR WITH SEALANT EPOXY LINED VAULT PENETRATIONMODULAR LINK SEAL (P) DI FORCEMAIN PRECAST VAULT INTERIOR POLYETHYLENE FOAM FILLER MI N 2 0 " , P E R LI N K S E A L MA N U F A C T U R E R SUMPPUMP 1-1/2" SCH. 80 PVC DISCHARGE WITH CHECK VALVEAND COMPRESSION COUPLING. 1-1/2" GALVANIZEDSUPPORT BRACKET. FRP GRATE AP P R O X . 1 4 ' SEE SHEET 3 AND 5 FOR SUMP PUMP DISCHARGE ALIGNMENT CANNON LIFT STATION IMPROVEMENTS IMPROVEMENT PLAN FOR: 1/2" 0 1"5552 544-7 BI D S E T - N O T F O R C O N S T R U C T I O N 2 6 NOTES, LEGEND, ABBREVIATIONSAND MISC. DETAILS NISDDP LEGEND DESCRIPTION SYMBOL ABBREVIATIONS DESCRIPTION ABBREVIATION SUMP PUMP DISCHARGE STA: N/A SCALE: N.T.S.1 PROPOSED MANHOLE PENETRATION DETAIL STA: N/A SCALE: N/A2 1 1 ADDENDUM 11 10/2024 DP10/2024 (E) CANNON ROAD LIFT STATION CANNON ROAD SEE DWG 409-8, SHEET 5 FOR (E)ON-SITE STORM DRAIN IMPROVEMENTS, NOT SHOWN ON THESE PLANS 20' 20' 24 MEDIAN (E) AC DRIVEWAY SEE DETAIL G, SHEET C-10, DWG 409-8 PIP (E) 12" DRAIN LINE PIP (E) 6" VENT PIPESEE SHEET 5 FOR PROPOSED FLOW METER VAULT PIP (E) 24" RCP SDPER DWG 409-8 PIP (E) 14" HDPESEWER BYPASSPER DWG 409-8 PIP (E) ROLLEDCURB AND GUTTER 1 3 2 6 4 5 PIP (E) EMERGENCY BYPASS CONCRETE VAULT PER DWG 409-8 (E) 18' DIAMETER VALVE VAULT PER SHEET C-5 DWG 409-8 (E) 18' DIAMETER WET WELLPER SHEET C-5 DWG 409-8TOP SLAB EL. 27.0' FLOOR EL. -0.6' PIP (E) 20" PVCSEWER PIP (E) FENCE ANDGATE PIP (E) 5' DIAMETERSEWER MANHOLERIM: 27.0'IE: 6.5' PIP (E) SIDEWALK AND PEDESTRIAN RAMPS PIP (E) FENCE AND GATE (E) DRAIN PERSHEET C-8 DWG409-8 3 22 PIP (E) 2" SUMP PUMPDISCHARGE PER DWG409-8 PIP (E) 16" OD (IPS) DR 17 HDPE FORCEMAIN PER DWG 396-2 PIP (E) SEWERLATERAL PER DWG409-8 22 SDGE OVERHEAD ELECTRICALEASEMENT PER DWG409-8 26 26 CANNON LIFT STATION IMPROVEMENTS IMPROVEMENT PLAN FOR: 1/2" 0 1"5552 544-7 BI D S E T - N O T F O R C O N S T R U C T I O N 3 6 OVERALL SITE PLAN NISDDP CONSTRUCTION NOTES: 1. DEMO (E) CHEMICAL INJECTION MANHOLE AND REPLACE W/ NEW FLOW METERING VAULT. SEE SHEET 4 FOR MANHOLE DEMOLITION 2. CONTRACTOR TO LOCATE AND PIP (E) 1" CONDUIT 112A PER DWG 409-8.REUSE CONDUIT FOR (P) FLOW METER SIGNAL CABLE3. REMOVE (E) 2" CHEMICAL INJECTION FEED PER DWG 409-8 SHEET C-8.REPLACE WITH (P) 2" ELECTRICAL CONDUIT FOR FLOW METER AND SUMP PUMP POWER PER SDGE STANDARD 3370 4. RR (E) 10" PLUG VALVE (TYP OF 3) 5. RR (E) 10" CHECK VALVE W/ VAL-MATIC SURGEBUSTER W/ MECHANICALDISC INDICATOR AND BACKFLOW ACTUATOR (TYP OF 3)6. PIP (E) 16" OD (IPS) DR 17 HDPE FORCEMAIN7. (P) 16" IPS ELECTROFUSION COUPLER. MIN. 230 PSI RATING 8. (P) 14" DIOD DR 13.5 HDPE, FLG ADAPTER X PE 9. (P) 14" ID FULL PORT PLUG VALVE 10. (P) 14" ID ELECTROMAGNETIC FLOW METER, ENDRESS+HAUSER 24 V DC PROLINE PROMAG W 40011. (P) 14" DISMANTLING JOINT, ROMAC DJ400 OR APPROVED EQUAL12. (P)16" IPS X 14" DIOD HDPE REDUCER, MIN DR 1713. 1.5 'X 1.5 'X 1.5' SUMP 14. PRECAST STRUCTURAL RISER SECTION (TYP) 15. PRECAST STRUCTURAL MONOLITHIC BASE SECTION 16. GALVANIZED STEEL LADDER W/ LADDER-UP17. PRECAST HS-20 HEAVY DUTY TRAFFIC RATED FLAT-TOP PER MANHOLEMANUFACTURER18. 48" X 48" HS-20 HEAVY DUTY TRAFFIC RATED VAULT ACCESS COVER PER SPEC. 05500 19. FRP GRATE 20. HOT DIP GALVANIZED ADJUSTABLE PIPE SUPPORT21. SUMP PUMP - LITTLE GIANT #506251 OR APPROVED EQUAL22. 1-1/2" SCH. 80 PVC DISCHARGE (APPROX. 110 LF, MIN 2.5' DEPTH).CONNECT TO EXISTING MANHOLE WITH NEW CORED CONNECTION PER DETAIL 2 SHEET 2. BACKFILL PER CMWD STD. DWG. W-2. 23. WATERPROOF EXTERIOR STRUCTURE 24. RR (E) 10" DI SPOOL AND VICTAULIC COUPLING (TYP OF 3)25. MANHOLE PENETRATION DETAIL, SHEET 226. SEAL COAT ASPHALT DRIVEWAY UPON COMPLETING LIFT STATIONIMPROVEMENTS (2-COAT) X 1 1 1 1 ADDENDUM 11 10/2024 DP10/2024 NOTES: 1. CONTRACTOR TO LOCATE EXISTING ELECTRICAL CONDUITS TO FLOW METER AND PROTECT IN PLACE2. CONTRACTOR TO REMOVE AND REPLACEEXISTING JUNCTION BOX FOR FLOW METER ANDSUMP PUMP POWER (NOT SHOWN) PIP (E) FORCEMAIN DEMOLISH (E) MANHOLE. SEE SECTION VIEW, THIS SHEET REMOVE AND DISPOSE OF (E) PIPE SUPPORT 2' X 2' SUMP EL 27.0 EL 10.5 4' (T Y P ) 6' NOTES: 1. CONTRACTOR TO LOCATE EXISTING ELECTRICAL CONDUITS TO FLOW METER AND PROTECT IN PLACE2. CONTRACTOR TO REMOVE AND REPLACEEXISTING JUNCTION BOX FOR FLOW METERPOWER (NOT SHOWN) 3' 2' REMOVE AND DISPOSE OF(E) FRAME, COVER AND CONCRETE COLLAR DEMOLISH (E) PRECASTCONCRETEMANHOLE DEMOLISH (E) REINFORCED CONCRETEBASE AND SUMP PIP (E) 16" OD DR17 HDPE FORECEMAIN REMOVE AND DISPOSE OF (E) PIPE SUPPORT 3 EL 10.5 ± EL 27 ± 1' - 7 / 1 6 " 18' 4' (E) 10" DI SPOOL (E) 14" X 10" DI REDUCER (E) 14" X 10" WYE (E) 14" DI PIPE 4 5 6 (E) PIPE SUPPORT (TYP). 24 PIP (E) PIPE SUPPORT PERDETAIL 1, SHEET S-10, DWG409-8 (TYP OF 3). REPAIR DAMAGED COATINGS. CANNON LIFT STATION IMPROVEMENTS IMPROVEMENT PLAN FOR: 1/2" 0 1"5552 544-7 BI D S E T - N O T F O R C O N S T R U C T I O N MANHOLE DEMOLITION - PLAN STA: SCALE: N.T.S.1 MANHOLE DEMOLITION - SECTION STA: SCALE: N.T.S.A EXISTING VALVE VAULT - SECTION STA: SCALE: N.T.S.2 ACCESS ROAD RESTORATION STA: SCALE: N.T.S.3 3" AC SURFACE COURSE 6" AC BASE COURSE 9" SUB-BASE NOTE:REFER TO CSD GS-28 FOR ASPHALT CONCRETE RESURFACINGREQUIREMENTS 4 6 DEMOLITION AND RESTORATION DETAILS NISDDP CONSTRUCTION NOTES: 1. DEMO (E) CHEMICAL INJECTION MANHOLE AND REPLACE W/ NEW FLOW METERING VAULT. SEE SHEET 4 FOR MANHOLE DEMOLITION2. CONTRACTOR TO LOCATE AND PIP (E) 1" CONDUIT 112A PER DWG409-8. REUSE CONDUIT FOR (P) FLOW METER SIGNAL CABLE3. REMOVE (E) 2" CHEMICAL INJECTION FEED PER DWG 409-8 SHEET C-8. REPLACE WITH (P) 2" ELECTRICAL CONDUIT FOR FLOW METER AND SUMP PUMP POWER PER SDGE STANDARD 3370 4. RR (E) 10" PLUG VALVE (TYP OF 3)5. RR (E) 10" CHECK VALVE W/ VAL-MATIC SURGEBUSTER W/MECHANICAL DISC INDICATOR AND BACKFLOW ACTUATOR (TYPOF 3) 6. PIP (E) 16" OD (IPS) DR 17 HDPE FORCEMAIN 7. (P) 16" IPS ELECTROFUSION COUPLER. MIN. 230 PSI RATING 8. (P) 14" DIOD DR 13.5 HDPE, FLG ADAPTER X PE9. (P) 14" ID FULL PORT PLUG VALVE10. (P) 14" ID ELECTROMAGNETIC FLOW METER, ENDRESS+HAUSER24V DC PROLINE PROMAG W 400 11. (P) 14" DISMANTLING JOINT, ROMAC DJ400 OR APPROVED EQUAL 12. (P)16" IPS X 14" DIOD HDPE REDUCER, MIN DR 17 13. 1.5 'X 1.5 'X 1.5' SUMP 14. PRECAST STRUCTURAL RISER SECTION (TYP)15. PRECAST STRUCTURAL MONOLITHIC BASE SECTION16. GALVANIZED STEEL LADDER W/ LADDER-UP17. PRECAST HS-20 HEAVY DUTY TRAFFIC RATED FLAT-TOP PER MANHOLE MANUFACTURER 18. 48" X 48" HS-20 HEAVY DUTY TRAFFIC RATED VAULT ACCESS COVER PER SPEC. 05500 19. FRP GRATE20. HOT DIP GALVANIZED ADJUSTABLE PIPE SUPPORT21. SUMP PUMP - LITTLE GIANT #506251 OR APPROVED EQUAL22. 1-1/2" SCH. 80 PVC DISCHARGE (APPROX. 110 LF, MIN 2.5' DEPTH). CONNECT TO EXISTING MANHOLE WITH NEW CORED CONNECTION PER DETAIL 2 SHEET 2. BACKFILL PER CMWD STD. DWG. W-2.23. WATERPROOF EXTERIOR STRUCTURE24. RR (E) 10" DI SPOOL AND VICTAULIC COUPLING (TYP OF 3)25. MANHOLE PENETRATION DETAIL, SHEET 2 X NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE ORDERINGREPLACEMENT VALVES, SPOOLS AND FITTINGS (E) CANNONROAD LIFTSTATION 32.4'SEE GENERAL NOTE 1 RR (E) 12" DRAIN ASNEEDED PROPOSED CENTERN:1998026.8464E:6239002.6533 SEE DETAIL 2, THIS SHEET FOR FLOW METER VAULT PLAN 2 PIP (E) BUILDING WALL PIP (E) 14" PLUG VALVE PIP (E) EMERGENCY BYPASS VAULT WITH14" DI BLIND FLANGE 6 6 6 22 3 SECTION A AND B NOTES:1. ALL PRECAST STRUCTURAL SECTIONS PER VAULT MANUFACTURER.2. STRUCTURAL REINFORCEMENT PER PRECAST VAULT MANUFACTURER, PRECASTBASE REINFORCEMENT SHOWN FOR REFERENCE ONLY. 3. WATERPROOFING OF EXTERIOR AND PRECAST JOINTS PER SPECIFICATION 07110 4. CONTRACTOR TO VERIFY ALL EXISTING CHEMICAL INJECTION METERING MANHOLE DIMENSIONS BEFORE ORDERING PROPOSED FLOW METER VAULT5. SUMP IS OUTSIDE OF SECTION VIEW, SHOWN FOR REFERENCE ONLY6. VAULT SHALL BE CAST WITH A SLOPE TOWARDS THE SUMP AS SHOWN 8.0' 2.0' 4.5' 3.17' 18 17 16 14 15 19 SEE PAVEMENT RESTORATION DETAIL, SHEET 4 ASSUMED GW DEPTH.REFER TO GEOTECHNICAL REPORT PROVIDED IN ADDENDUM 1 FOR GROUND WATER PARAMETERS. 23 MIN 3" 0.5% (TYP) 8 9 10 11 25 8 18 13 21 22 6 7 7 6 12 12 2.2'1.5'2.2'4.6' 1. 6 ' 6 7 8 9 10 11 25 8 7 6 1.9' 17 18 23 8.0' (E) 12" PVC C900DRAIN 20 9" TYP 12 12 CANNON LIFT STATION IMPROVEMENTS IMPROVEMENT PLAN FOR: 1/2" 0 1"5552 544-7 BI D S E T - N O T F O R C O N S T R U C T I O N PROPOSED FLOW METER VAULT SITE PLAN STA: N/A SCALE: 1" = 4'1 PROPOSED FLOW METER VAULT SECTION-A STA: N/A SCALE: 1" = 2'A PROPOSED FLOW METER VAULT PLAN STA: N/A SCALE: 1" = 2'2 PROPOSED FLOW METER VAULT SECTION-B STA: N/A SCALE: 1" = 2'B 5 6 FLOW METER VAULTSITE PLAN AND SECTION VIEWS NISDDP CONSTRUCTION NOTES: 1. DEMO (E) CHEMICAL INJECTION MANHOLE AND REPLACE W/ NEW FLOW METERING VAULT. SEE SHEET 4 FOR MANHOLE DEMOLITION 2. CONTRACTOR TO LOCATE AND PIP (E) 1" CONDUIT 112A PER DWG 409-8. REUSECONDUIT FOR (P) FLOW METER SIGNAL CABLE3. REMOVE (E) 2" CHEMICAL INJECTION FEED PER DWG 409-8 SHEET C-8. REPLACEWITH (P) 2" ELECTRICAL CONDUIT FOR FLOW METER AND SUMP PUMP POWER PER SDGE STANDARD 3370 4. RR (E) 10" PLUG VALVE (TYP OF 3) 5. RR (E) 10" CHECK VALVE W/ VAL-MATIC SURGEBUSTER W/ MECHANICAL DISCINDICATOR AND BACKFLOW ACTUATOR (TYP OF 3)6. PIP (E) 16" OD (IPS) DR 17 HDPE FORCEMAIN7. (P) 16" IPS ELECTROFUSION COUPLER. MIN. 230 PSI RATING 8. (P) 14" DIOD DR 13.5 HDPE, FLG ADAPTER X PE 9. (P) 14" ID FULL PORT PLUG VALVE 10. (P) 14" ID ELECTROMAGNETIC FLOW METER, ENDRESS+HAUSER 24V DC PROLINE PROMAG W 40011. (P) 14" DISMANTLING JOINT, ROMAC DJ400 OR APPROVED EQUAL12. (P)16" IPS X 14" DIOD HDPE REDUCER, MIN DR 17 13. 1.5 'X 1.5 'X 1.5' SUMP 14. PRECAST STRUCTURAL RISER SECTION (TYP) 15. PRECAST STRUCTURAL MONOLITHIC BASE SECTION 16. GALVANIZED STEEL LADDER W/ LADDER-UP 17. PRECAST HS-20 HEAVY DUTY TRAFFIC RATED FLAT-TOP PER MANHOLE MANUFACTURER 18. 48" X 48" HS-20 HEAVY DUTY TRAFFIC RATED VAULT ACCESS COVER PER SPEC. 19. FRP GRATE20. HOT DIP GALVANIZED ADJUSTABLE PIPE SUPPORT21. SUMP PUMP - LITTLE GIANT #506251 OR APPROVED EQUAL22. 1-1/2" SCH. 80 PVC DISCHARGE (APPROX. 110 LF, MIN 2.5' DEPTH). CONNECT TO EXISTING MANHOLE WITH NEW CORED CONNECTION PER DETAIL 2 SHEET 2. BACKFILL PER CMWD STD. DWG. W-2. 23. WATERPROOF EXTERIOR STRUCTURE24. RR (E) 10" DI SPOOL AND VICTAULIC COUPLING (TYP OF 3)25. MANHOLE PENETRATION DETAIL, SHEET 2 X GENERAL NOTES1. CONTRACTOR SHALL SET SURVEY REFERENCE POINTS TO EXISTING CENTER OF MANHOLE AND PIPECENTERLINE PRIOR TO DEMOLITION. FIELD VERIFY ELEVATIONS AND DIMENSIONS OF ALL EXISTING IMPROVEMENTS TO BE JOINED OR MATCHED BY NEW WORK 2. RESTORE EXISTING PAVEMENT IN ALL EXCAVATION AREAS OR WHERE DAMAGED BY CONSTRUCTION PER STANDARD DRAWINGS GS-25 AND DETAIL 3, SHEET 4. 1 ADDENDUM 11 10/2024 DP10/2024 1 REMOVE (E) 14" BLIND FLANGE, CONNECT ABOVE GROUND 14" SEWER BYPASS DISCHARGE TO (E) 14" DUCTILE IRONFLANGED BYPASS CONNECTION APPROX. LOCATION OF ABOVEGROUND RESTRAINED SEWER BYPASS, FOR REFERENCE ONLY APPROX. LOCATION OF HDPE TEMPCAP. CONTRACTOR TO DRAINSEWER FORECMAIN AND INSTALL ELECTROFUSION OR BUTT FUSED CAP PRIOR TO START OF SEWER BYPASS OPERATIONS. INSTALL TEMPORARY PLUG ATMANHOLE OUTLET DURINGFORCEMAIN DEWATERINGOPERATIONS OBSERVATION MANHOLE DURING FORCEMAINDRAINING OPERATIONS. PROVIDE STANDBYVACTOR TRUCK AND MAINTAIN WATER SURFACE ELEVATION BELOW 16' RIM: 27.0' IE: 6.5' APPROX. LOCATION SEWER BYPASS AND STANDBY PUMP, SHOWNFOR REFERENCE ONLY (E) 16" OD (IPS) HDPE DR 17 FORCEMAIN.LENGTH=6500 FT. TO DOWNSTREAM GRAVITY/BREAK MANHOLE CAN N O N R D EL CAM I N O R E A L DIVERSION STRUCTURE PER DWG 333-2GERIM: 44.5INV: 19.08TOP OF DIVERSION GATE: 20.15 CANNON R D G R A N D P A C I F I C D R FORCEMAIN DRAINAGE DISCHARGE LOCATIONMH SWAH5402RIM: 178.4INV: 170.4 14" HDPE FORCE MAINPER DWG 396-2A 15" PVC GRAVITY MAINPER DWG 396-2A CANNON LIFT STATION IMPROVEMENTS IMPROVEMENT PLAN FOR: 1/2" 0 1"5552 544-7 BI D S E T - N O T F O R C O N S T R U C T I O N 6 6 TEMPORARY SEWER BYPASS PLAN NISDDP SEWER BYPASS NOTES: 1. REFER TO SPECIFICATION 02960 - TEMPORARY SEWER BYPASS PUMPING. BYPASS SYSTEM SHALL BE DESIGNED FOR PEAK WETWEATHER FLOW = 2440 GPM.2. CONTRACTOR RESPONSIBLE FOR ALL SEWER FORCEMAIN DEWATERING OPERATIONS PRIOR TO INSTALLATION, TEMP. CAP, AND THE FLOW METER VAULT INSTALLATION TIE-IN PER SHEET 5 3. APPROXIMATE VOLUME OF SEWER FORCEMAIN DEWATERING = 51,000 GAL. CONTRACTOR TO INTERCEPT AND COLLECT ALL FORCEMAIN DEWATERING DISCHARGE AND DELIVER TO MANHOLE SWAH5402 PER DETAIL 2, THIS SHEET. MAXIMUM DISCHARGERATE = 1000 GPM4. ESTIMATED PEAK DRY WEATHER FLOW INFLUENT TO STATION = 1000 GPM5. ESTIMATED AVERAGE DRY WEATHER FLOW INFLUENT TO STATION BETWEEN 12 A.M. AND 6 A.M = 400 GPM6. ESTIMATED STORAGE IN EXISTING GRAVITY MAIN/MANHOLES TRIBUTARY TO LIFT STATION: 40,000 GAL, INCLUDING EXISTING FLOW 7. CONTRACTOR TO COORDINATE WITH CITY OF CARLSBAD UTILITIES DEPARTMENT DURING SHUTDOWN OF LIFT STATION AND INSTALLATION AND STARTUP OF SEWER BYPASS 8. SEWER FORCEMAIN DEWATERING OPERATIONS MUST OCCUR AT NIGHT BETWEEN THE HOURS OF 12 A.M. AND 6 A.M. ONLY.9. CONTRACTOR TO REMOVE DIVERSION GATE FROM DIVERSION STRUCTURE IN DETAIL 1, THIS SHEET PRIOR TO FORCEMAINDRAINAGE OPERATIONS AND REPLACE AFTER COMPLETION EXISTING SEWER DIVERSION GATE LOCATION STA: N/A SCALE: 1" = 100'1 FORCEMAIN DRAINAGE DISCHARGE LOCATION STA: N/A SCALE: 1" = 100'2 Contract No. 5552 – PWS25-3495UTIL 11 Addendum No. 1 ATTACHMENT C TECHNICAL SPECIFICATION SECTION 05500 MISCELLANEOUS METALS SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 1 PART 1 - GENERAL 1.01 SECTION INCLUDES A. The Contractor shall provide all labor, materials, equipment and incidentals required to furnish and install all miscellaneous metal fabrications work, including ladders and fall preventions systems and access hatches. 1.02 REFERENCES A. Comply with the applicable provisions and recommendations of the following, except as otherwise shown or specified: 1. ASTM A36 – Structural Steel. 2. ASTM A123 – Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Strip. 3. ASTM A153 – Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 4. ASTM A240 – Heat Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Fusion-welded Unfired Pressure Vessels. 5. ASTM A320 – Alloy Steel Bolting Material for Low Temperature Service. 6. ASTM A386 – Zinc Coating (Hot-Dip) on Assembled Steel Products. 7. ASTM B209 – Aluminum-Alloy Sheet and Plate. 8. ASTM B211 – Aluminum-Alloy Bars, Rods and Wire. 9. ASTM B221 – Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes and Tubes. 10. ANSI A14.3 – Safety Requirements for Fixed Ladders. 11. AWS D1.1 – Structural Welding Code. 12. ANSI/ASSP Z359.6 – Specifications and Design Requirements for Active Fall Protection Systems. 13. AISI Standards for Stainless Steel. 14. CalOSHA – Subchapter 4. Construction Safety Orders, Article 24. Fall Protection. 15. CSA Z259.16 – Design of Active Fall-Protection Systems. 16. National Association of Architectural Metal Manufacturers (NAAMM) – Metal Finishes Manual, AMP 500-06. 1.03 SUBMITTALS A. All submittals shall be submitted in accordance with Section 2-5.3 “Submittals” of the General Provisions and the following requirements. B. Shop drawings for the fabrication and erection of all assemblies of miscellaneous metal fabrications work. Include plans, elevations, and details of sections and connections. Show anchorage and accessory items. Include setting drawing and templates for location and installation of miscellaneous metal fabrications items and anchorage devices. SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 2 C. Copies of manufacturer’s specifications, load tables, dimension diagrams, anchor details, and installation instructions for products to be used in miscellaneous metal fabrications work. D. An alloy certification for all stainless steel shall be provided to show alloy conformance. Submit certificates of welding consumables used for shop and field welding. E. Submit welding procedure specifications (WPS) and procedure qualification records (PQR) for each welding process and welder qualification records (WQR) for each welder and welding operator. Submit bend and tensile test coupons concurrently with welder qualification and procedure qualification records. 1.04 QUALITY ASSURANCE A. Field Measurements: Take field measurements where required prior to preparation of Shop Drawings and fabrication to ensure proper fitting of the work. B. Shop Assembly: Preassemble items in the shop to the greatest extent possible to minimize field splicing and assembly of units at the project site. Disassemble units only to the extent necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. C. Welding: All weld procedures and welder qualification shall be available for review at the request of the Agency. All welding shall be inspected by a Contractor-provided inspector qualified in accordance with AWS requirements and approved by the Engineer. PART 2 - PRODUCTS 2.01 GENERAL A. Materials: Unless otherwise specified or indicated on the drawings, structural and miscellaneous metals shall conform with the standards of the American Society for Testing and Materials, including the following: Item ASTM Standard No. Class, Grade Type or Alloy No. Cast Iron A48 Class 40B Steel Galvanized sheet iron or steel A446, A525, A526 Coating G90 Black steel, sheet or strip A569, A570 Coil (plate) A635 Structural plate, bars, rolled Shapes, and miscellaneous items A36 Standard bolts, nuts, and washers A307 SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 3 Item ASTM Standard No. Class, Grade Type or Alloy No. High strength bolts, nuts and Hardened flat washers A325, Eyebolts A489 Type 1 Tubing, cold-formed A500 Tubing, hot-formed A501 Steel pipe A53 Grade B Stainless Steel Plate, sheet and strip UNS Designation L31653 B. Stainless steels are designed by type or the Unified Numbering System (UNS). All stainless steel shall be Type 316 L. C. Aluminum: 1. Alloy and Temper: Provide alloy and temper as shown or specified, or as otherwise recommended by the aluminum producer or finisher. 2. Extruded Shapes and Tubes: ASTM B221. 3. Plate and Sheet: ASTM B209. 4. Bars, Rods and Wire: ASTM B211. 5. Finish: Provide Architectural Class I anodized finish AA-M32C22A41 Clear as specified in the NAAMM Manual. D. Stainless Steel Fasteners and Fittings: ASTM A320. E. Zinc Coated Hardware: ASTM A153. 2.02 ACCESS HATCHES A. All hatches shall be fabricated from Aluminum 6061 T6 unless otherwise indicated. All hatch hardware shall be Type 316 stainless steel. Hatches shall be gutter-type, or as shown. B. Hatch opening sizes, number and direction of swing of door leaves, and locations, shall be as indicated. Sizes given shall be for the clear opening. Unless indicated otherwise, hinges shall be located on the longer dimension side. Unless indicated otherwise, ladder hatches shall be a minimum of 30 inches wide by 36 inches long, with the ladder centered on the shorter dimension, and the door hinge opposite the ladder. C. Door leaves shall be a minimum of ¼ inch checkered pattern plate. Channel frames shall be a minimum of ¼ inch material with an anchor flange around the perimeter. Hatches shall be provided with an automatic hold-open arm with release handle. Hatches shall be designed for easy opening from both inside and outside. SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 4 D. Hatches shall be designed to be water-tight and shall be equipped with a joint gutter and moat-type edge drain. The Contractor shall field verify hatch installation conditions via shop drawings. E. Hatches shall include a recessed hasp for a padlock that is covered by a hinged lid flush with the surface and shall accommodate an openable lock from the inside F. Hatch cover shall be equipped with a hold-open arm with separate grip handle, which automatically locks the cover in the open position. Hatches without separate grip handles shall not be permitted. G. Hatches at grade level shall be designed for AASHTO HS-20 loading and be suitable for direct heavy duty traffic. H. Installation shall be in accordance with manufacturer’s instructions. I. Access hatches shall be manufactured by by Bilco, type JD-AL H20 THD Series 48x48 Aluminum H-20 off street Trough/Channel frame, H-20, Double Leaf, (USF Fabrication Inc. part# 1000244419), or approved equal. 2.03 LADDERS A. Access ladders for valve vaults shall be 24” galvanized steel. Ladder shall be Alhambra Foundry Type A-3400, or approved equal. All ladders shall meet all code and OSHA safety requirements. 2.04 FALL PREVENTION SYSTEM FOR VERTICAL LADDERS A. Equip ladders with a ladder-centered notched safety climbing tube. Safety rails and associated accessories shall be of the same material as the ladder. All necessary components shall be provided, including 2 safety belts for each fall prevention installation to provide a complete and fully operational fall prevention system. Safety belts shall fit a waist range from 23 inches to 54 inches. B. At all locations where fall prevention systems are installed, a safety chain with a snap hook shall be permanently attached to the top of the ladder. The chain shall be long enough to allow a person to connect the belt to the chain while standing on the landing adjacent to the ladder. The chain and snap hook shall have a minimum allowable capability of 500 pounds. C. A removable extension kit with storage brackets and box mounted on the handrail or other Agency-directed location shall be provided for each installation. PART 3 - EXECUTION 3.01 INSTALLATION A. Set miscellaneous metal fabrications accurately in location, alignment and elevation, plumb, level, true and free of rack, measured from established lines and levels. Brace temporarily or anchor temporarily in formwork where fabrications are to be built into concrete, masonry or similar construction. SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 5 B. Anchor securely as shown or as required for the intended use, using concealed anchors wherever possible. C. Ladders shall be fitted accurately and field measured where necessary. D. Fit exposed connections accurately together to form tight hairline joints. Weld steel connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind steel joints smooth and touch up with a shop paint coat. Do not weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections. E. Protection of Aluminum from Dissimilar Materials: Using approved washers, strips or sheets of felt, protect all surfaces of aluminum from contact with dissimilar materials such as concrete, masonry, steel, nonferrous metals, etc. F. Galvanizing: All structural steel plates, shapes, bars, and fabricated assemblies required to be galvanized shall, after the steel has been thoroughly cleaned of rust and scale, be galvanized in accordance with the requirements of ASTM A123 Class G90. Any galvanized part that becomes warped during the galvanizing operation shall be straightened. Field repairs to galvanizing shall be made using “Galvinox,” “Galvo-Weld,” or equal.ds G. Welding: All welding shall be by the metal-arc method or gas-shielded arc method as described in the American Welding Society’s “Welding Handbook” as supplemented by other pertinent standards of the AWS. Qualifications of welders shall be in accordance with the AWS Standards governing same. All sharp corners of material to be painted or coated shall be ground to a minimum of 1/32-inch on the flat. All exposed aluminum welds shall be ground smooth and flush and shall be polished and anodized. Discoloration of exposed aluminum surfaces, whether or not due to welding, shall constitute a basis for rejection of the entire assembly. END OF SECTION Contract No. 5552 – PWS25-3495UTIL 12 Addendum No. 1 ATTACHMENT D Ground Water Monitoring, Slug Test and Soil Analysis Report for the Cannon Lift Station Improvements GROUNDWATER MONITORING, SLUG TESTING, AND ANALYSIS CANNON ROAD LIFT STATION IMPROVEMENTS Carlsbad, California PREPARED FOR: City of Carlsbad 5950 El Camino Real Carlsbad, California 92008 PREPARED BY: Atlas Technical Consultants LLC 9085 Aero Drive, Suite B San Diego, California 92123 October 8, 2024 9085 Aero Drive, Suite B San Diego, CA 92123 (877)215-4321 | oneatlas.com October 8, 2024 Atlas No. 18937 Report No. 1 MR. DANIEL ZIMNY, PE QSD SENIOR ENGINEER PUBLIC WORKS - UTILITIES DEPARTMENT CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 Subject: Groundwater Monitoring, Slug Testing, and Analysis Cannon Road Lift Station Improvement 2229 Cannon Road, Carlsbad, California Dear Mr. Zimny: In accordance with your request and our proposal No. 24-05861R, Atlas Technical Consultants LLC (Atlas) is pleased to present this report describing the preliminary results of the geotechnical services performed in support of the Cannon Lift Station proposed improvement project (CIP 5552). Our services consisted of a review of readily available geologic literature, site reconnaissance, drilling an exploratory boring and installation of a temporary monitoring well, geotechnical laboratory testing, groundwater monitoring and environmental sampling, slug testing to provide a preliminary assessment of groundwater hydraulic conductivity characteristics at the monitoring well, and preparation of this report. We appreciate the opportunity to be of service on this project. Should you have any questions, please contact the undersigned at your convenience. Respectfully submitted, Atlas Technical Consultants LLC Stephane Dalo, EIT Nickey Akbariyeh, PE 88640 Staff Engineer Project Engineer Jonathan Goodmacher, CHG 860 Principal Geologist NA:SD:JG:af Distribution: Daniel.Zimny@carlsbadca.gov Atlas No. 18937 Report No. 1 Page | i CONTENTS 1. INTRODUCTION ................................................................................................................. 1 2. SCOPE OF WORK ............................................................................................................. 1 2.1 Subsurface Investigation, Monitoring Well Installation, and Groundwater Analyses .... 1 2.2 Geotechnical Laboratory Testing ................................................................................ 1 2.3 Environmental Screening ........................................................................................... 2 2.4 Slug Testing ............................................................................................................... 3 2.5 Analysis and Report Preparation ................................................................................ 3 3. SITE DESCRIPTION ........................................................................................................... 3 4. GEOLOGY AND SUBSURFACE CONDITIONS ................................................................. 3 5. SLUG TESTING RESULTS ................................................................................................ 4 6. CLOSURE .......................................................................................................................... 5 7. REFERENCES ................................................................................................................... 6 TABLES Table 1 Groundwater Monitoring Data FIGURES Figure 1 Site Vicinity Map Figure 2 Subsurface Exploration Map Figure 3 Regional Geology Map APPENDICES Subsurface Exploration Geotechnical Laboratory Testing Environmental Laboratory Test Report Atlas No. 18937 Report No. 1 Page | 1 1. INTRODUCTION Based on the project drawings (City of Carlsbad, 2024), it is our understanding the project will consist of demolition of the existing chemical injection manhole and its replacement with a new flowmeter vault at the Cannon Road Lift Station site. Atlas performed a geotechnical evaluation to address the potential impacts of groundwater conditions for the proposed project. Figure 1 presents the site vicinity. 2. SCOPE OF WORK Atlas’ scope for this project included the following: • Reviewing pertinent documents including published geologic reports and maps, aerial photographs, and project plans • Preparing and acquiring the required groundwater monitoring well permit from the County of San Diego Department of Environmental Health and Quality (DEHQ) • Marking out and clearing the proposed boring location by Atlas’ in-house geophysical survey team and also contacting Underground Service Alert (USA) to clear the proposed boring location • Drilling and logging (using the Unified Soil Classification System) a soil boring to a depth of about 25 feet using a truck-mounted, hollow-stem auger equipped drill rig o Converting the boring to a groundwater monitoring well and developing it in accordance with standard industry practices o Collecting and analyzing soil samples at our in-house geotechnical laboratory o Monitoring groundwater levels at the time of drilling and after well development • Performing a slug test to evaluate the hydraulic conductivity of groundwater at the site • Collecting and transporting groundwater samples to a State of California-certified environmental testing laboratory • Preparing this report summarizing the results of our investigations thus far 2.1 Subsurface Investigation, Monitoring Well Installation, and Groundwater Analyses On August 27, 2024, Atlas explored subsurface conditions by drilling one boring to depth of about 25 feet below the existing ground surface (bgs) using a truck-mounted drill rig equipped with a hollow-stem auger. The boring was subsequently converted to groundwater monitoring well with flush mount, traffic-rated well completion box. Figure 2 presents the approximate location and depth of the monitoring well. The boring/monitoring well log is presented in Appendix I. 2.2 Geotechnical Laboratory Testing Selected samples from the exploratory boring were tested to evaluate particle-size distribution, percent finer than No. 200 sieve, and Atterberg limits. The laboratory test results were used in editing the boring log and are presented in Appendix II. Atlas No. 18937 Report No. 1 Page | 2 2.3 Environmental Screening On September 12, 2024, Atlas collected representative groundwater samples from the monitoring well in accordance with DEHQ Site Assessment and Mitigation (SAM) Manual guidelines. Field data collected during the sampling is archived in Atlas’ file and can be provided if requested. The groundwater samples were transported under appropriate chain-of-custody protocols to a State of California-certified environmental laboratory. The collected samples were analyzed for oil and grease, volatile and semi-volatile organic compounds, pesticides, and California Title 22 Metals (including boron and mercury), total suspended solids, total dissolved solids, and biochemical oxygen demand. More specifically, the groundwater samples were screened for following substances: • Total Arsenic • Total Boron • Total Cadmium • Total Chromium • Total Copper • Total Iron • Total Lead • Total Manganese • Total Mercury • Total Molybdenum • Total Nickel • Total Selenium • Total Silver • Total Zinc • Oil and Grease • Total Toxic Organics • Total Dissolved Solids • Benzene • Biochemical Oxygen Demand (EPA 405.1) • Total Suspended Solids • pH (at time of sampling) • Temperature (at time of sampling) The environmental screening test results are presented in Appendix III. Atlas No. 18937 Report No. 1 Page | 3 2.4 Slug Testing On September 12, 2024, an engineer from Atlas performed slug testing at the Monitoring Well MW-1 location in general accordance with ASTM Test Method D4044/D4044M-15 using a “slug” constructed of a sand-filled PVC pipe. Both rising and falling head tests were conducted by either removing or dropping the slug rapidly from the boring and measuring the response of the well using a data logger connected to a portable computer. The test was considered complete when the groundwater returned to its initially evaluated level (which was measured prior to conducting the test). Once the data was downloaded, it was analyzed to evaluate the hydraulic conductivity using the AQTESOLV, v. 4.5, computer program (Duffield, G.M., 2007). The Bouwer and Rice (1989) Method of analysis was used to model the hydraulic conductivity assuming an unconfined aquifer. 2.5 Analysis and Report Preparation The results of the field and geotechnical and environmental laboratory testing conducted are presented herein. 3. SITE DESCRIPTION The Cannon Lift Station is located at 2229 Cannon Road in Carlsbad, California. The project site is bounded by Cannon Road on the west and a residential community on the north sides. Topographically, the project site is located on the south side of Agua Hedionda Creek at the base of a hillslope ascending to the south. According to the historic aerial photos (NetrOnline, 2024) the existing lift station was constructed sometime between 2005 and 2009. Per the available project plans (City of Carlsbad, 2024), the elevation of the site is approximately 25 feet Above Mean Sea Level (msl). 4. GEOLOGY AND SUBSURFACE CONDITIONS According to Kennedy and Tan (2007) the site is underlain directly by Quaternary Young Alluvial flood-plain deposits (hereafter alluvium). However, based on our boring logs Artificial fills overlie the alluvium. Figure 3 presents the regional geology, and descriptions of the materials encountered are provided below. Artificial Fill (Af): Artificial fill was encountered in MW-1 below the existing pavement section to a depth of approximately 7.5 feet below ground surface (bgs). The fill materials encountered generally consisted of moist, medium dense, fine to coarse grained silty sand with some gravel and clay. Quaternary Alluvium (Qa): As noted, alluvial deposits were encountered below the fill and extended to the total depth drilled of approximately 25 feet bgs. The materials encountered generally consisted of moist to wet, medium dense, fine to medium grained clayey and silty sand Atlas No. 18937 Report No. 1 Page | 4 to approximately 22 bgs, and wet, loose, well-graded sand with gravel from approximately 22 to 25 bgs. Groundwater: At the time of drilling, groundwater was initially observed at approximately 18 feet below grade in MW-1. Groundwater levels monitored thus far are shown in Table 1. In accordance with our contract, groundwater levels will continue to be periodically monitored and the data transmitted to your offices. Table 1: Groundwater Monitoring Data Date Measured Depth to Groundwater (feet), bgs1 Groundwater Elevation (feet), msl August 27, 2024 (During Drilling) 18.0 8.0 August 30, 2024 (Well Development) 10.5 15.6 September 12, 2024 (1st Monitoring Event) 9.4 16.6 1. Below Ground Surface (bgs) 2. Ground surface elevation at MW-1 location is approximately 26 feet above Mean Sea Level (msl) based on Google Earth and project drawings. It should be recognized that groundwater conditions may vary at a site over time. Fluctuations in the groundwater level may occur due to variations in ground surface topography, subsurface geologic conditions and structure, rainfall, irrigation, broken pipes, changes in site drainage, and other factors. These types of conditions can be most effectively assessed at the time of construction. 5. SLUG TESTING RESULTS 5.1 Hydraulic Conductivity Testing Results The results of our groundwater hydraulic conductivity assessment using slug testing are presented in Table 2 below. Table 2: Estimated Hydraulic Conductivity Test Rising Head Hydraulic Conductivity, K (feet/second) Falling Head Hydraulic Conductivity, K (feet/second) Test 1 3.17 x 10-5 3.84 x 10-5 Test 2 2.95 x 10-5 3.06 x 10-5 Test 3 3.45 x 10-5 3.39 x 10-5 Average of All Tests 3.31 x 10-5 The results of our groundwater hydraulic conductivity assessment using slug testing show that the average of our six tests (three rising head and three falling head) is 3.31E-05. It is probable Atlas No. 18937 Report No. 1 Page | 5 that the test results reflect the presence of the well-graded sand with gravel encountered at a depth of about 22 bgs and may not be representative of conditions at elevations above that. 6. CLOSURE Atlas should be advised of changes in the project scope so that the recommendations contained in this report can be evaluated with respect to the revised plans. Changes in recommendations will be verified in writing. The findings in this report are valid as of the date of this report. Changes in the condition of the site can occur with the passage of time, whether they are due to natural processes or work on this or adjacent areas. In addition, changes in the standards of practice and government regulations can occur. Thus, the findings in this report may be invalidated wholly or in part by changes beyond our control. This report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations to site conditions at that time. Please note that slug testing can only provide an estimate of hydraulic conductivity within the immediate vicinity of the wells. As such, performing the slug testing at one location at the site will only serve to provide approximate hydraulic conductivity at that location, which can be used as part of the preliminary cost estimating efforts. In our experience, hydraulic conductivity values can vary by orders of magnitude across the project area. Therefore, obtaining representative hydraulic conductivity for the final design of a dewatering system will warrant additional testing prior to construction. Atlas recommends that the monitoring well should be periodically monitored, and groundwater elevation should be recorded by a qualified individual. The findings in this report are valid as of the date of this report. Changes in the condition of the site can occur with the passage of time, whether they are due to natural processes or work on this or adjacent areas. In addition, changes in the standards of practice and government regulations can occur. Thus, the findings in this report may be invalidated wholly or in part by changes beyond our control. This report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations to site conditions at that time. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the exploration locations and that our data, interpretations, and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but shall not be responsible for interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, expressed, or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. Atlas No. 18937 Report No. 1 Page | 6 7. REFERENCES American Society for Testing and Materials (ASTM) D4044/4044M-15, 2015, Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers. Bouwer, H., and R.C. Rice, 1989, The Bouwer and Rice Slug Test – An Updates, Environmental Science Engineering, Groundwater, Vol. 27, No.3, P-304-309, dated May 1. City of Carlsbad, 2024, Construction Plans for the Cannon Lift Station Improvements, Capital Improvement Project (CIP) No. 5552, Bid Set, dated August. Duffield, G.M., 2007, AQTESOLV for Windows, Version 4.5, HydroSOLVE, Inc., Reston, VA. Environmental Protection Agency (EPA), 1994, Slug Tests, SPO No. 2046, dated October 3. Kennedy, M.P. and Tan, S.S. (2007), Geologic Map of the Oceanside 30’ x 60’ Quadrangle, California, California Geologic Survey, Scale 1:100,000. NETROnline, (2024), Historic Aerials Website, https://historicaerials.com/viewer, accessed September 2024. State Water Resources Control Board (SWRCB), 2024, Geotracker, accessed in September: https://geotracker.waterboards.ca.gov/ ©2024 OpenStreet Map 1 SITE VICINITY MAP Cannon Road Lift Station Monitoring Well Carlsbad, California Date: Job No.: By: September, 2024 18937.000 CGI Figure: SCALE (feet) N 2,000 4,0000 PROJECT SITE 2 SUBSURFACE EXPLORATION MAP Cannon Road Lift Station Monitoring Well Carlsbad, California Date: Job No.: By: September, 2024 18937.000 CGI Figure: Location of Groundwater Monitoring Well (Depth in Feet) ©2024 Google Earth SCALE (feet) NOTE: All locations are approximate. N 30 600 LEGEND: Reference:Plans: City of Carlsbad, Utilities Department. (2024), Overall Site Plan, Cannon Lift Station Improvements CIP 5552 Project Limits MW-1 (25) MW-1 (25) CAN N O N R O A D REGIONAL GEOLOGY MAP Figure: Cannon Road Lift Station Monitoring Well Carlsbad, California Date: Job No.: By: September, 2024 18937.000 CGI EXPLANATION: N Reference:Kennedy, M.P. and Tan, S.S. (2007), Geologic Map of the Oceanside 30' x 60' Quadrangle, California, California Geological Survey, Scale 1:100,000SCALE (feet) 2,000 4,0000 3 Alluvial flood-plain deposits Young alluvial flood-plain deposits Old paralic deposits, undivided Old alluvial flood-plain deposits, undivided Very old paralic deposits, undivided NOTE: All locations are approximate. Qa Qoa Qvop Qop PROJECT SITE Qya Qya Tsa Kp Mzu Santiago Formation Point Loma Formation Metasedimentary and metavolcanic rocks, undivided SUBSURFACE EXPLORATION Relatively undisturbed samples were obtained using a modified California (CAL) sampler, which is a ring-lined split tube sampler with a 3-inch outer diameter and 2½-inch inner diameter. Standard Penetration Tests (SPT) were performed using a 2-inch outer diameter and 1⅜-inch inner diameter split tube sampler. The CAL and SPT samplers were driven with a 140-pound weight dropping 30 inches. The number of blows needed to drive the samplers the final 12 inches of an 18-inch drive is noted on the boring log as “Driving Resistance (blows/ft. of drive).” SPT and CAL sampler refusal was encountered when 50 blows were applied during any one of the three 6-inch intervals, a total of 100 blows was applied, or there was no discernible sampler advancement during the application of 10 successive blows. The SPT penetration resistance was normalized to a safety hammer (cathead and rope) with a 60% energy transfer ratio in accordance with ASTM D6066. The normalized SPT penetration resistance is noted on the boring logs as “N60.” Disturbed bulk samples were obtained from the SPT sampler and the drill cuttings. The soils are classified in accordance with the Unified Soil Classification System. A groundwater monitoring well was installed at the boring location to monitor groundwater levels over time.. A diagram presenting the well construction is presented in Appendix I SPT CAL SPT CAL SPT PDHYD PD PD PDAL PD 18 13 10 12 6 24 13 8 4 inches of Asphalt Concrete (AC) over 10 inches ofAggregate Base (AB). ARTIFICIAL FILL (Af): SILTY SAND (SM); medium dense, brown, moist, fine to medium grained, few GRAVEL, traceCLAY. SILTY SAND with GRAVEL (SM); medium dense, brown,moist, fine to coarse grained, trace CLAY. QUATERNARY ALLUVIUM (Qa): CLAYEY SAND (SC);medium dense, mottled grayish brown, moist, fine to medium grained, trace black organics. SILTY SAND (SM); medium dense, grayish brown, wet, fineto medium grained, trace CLAY. CLAYEY SAND (SC); medium dense, grayish brown toblack, wet, fine to medium grained. Well-graded SAND with GRAVEL (SW); loose, grayishbrown, wet, fine to coarse grained. BORING TERMINATED AT 25 FEET BGS.GROUNDWATER ENCOUNTERED AT 10.45 FEET BGS. Well Box WatertightLocking Cap Cement Backfill Bentonite Seal 2'' PVC Sch. 40 Filter Pack, #2Sand 2'' PVC Sch. 40(slotted) Cap DRILLING EQUIPMENT Figure THIS SUMMARY APPLIES ONLY AT THE LOCATIONOF THIS BORING AND AT THE TIME OF DRILLING.SUBSURFACE CONDITIONS MAY DIFFER AT OTHERLOCATIONS AND MAY CHANGE AT THIS LOCATIONWITH THE PASSAGE OF TIME. THE DATAPRESENTED IS A SIMPLIFICATION OF THE ACTUALCONDITIONS ENCOUNTERED. 1 I-1 BU L K S A MP L E DR I V E S A M P L E Hammer Efficiency = 79.6% N60~1.33NSPT BORING DIA. (in.) 8 START DEPTH/ELEV. GROUND WATER (ft) SITE 8/27/24 END REVIEWED BY 140-lb Hammer, 30-in Drop SAMPLING METHOD SHEET NO. AT END OF DRILLING 18.00 ft / Elev 8.00 ft AFTER DRILLING 10.45 ft / Elev 15.55 ft LOGGED BY Cannon Road Lift Station Monitoring Well ATLAS PROJECT NAME 18937 Hollow Stem Auger 8/27/24 CME-95 DRILLING COMPANY TOTAL DEPTH (ft) GROUND ELEV. (ft) ATLAS PROJECT NUMBER 25 26 KBHBaja Exploration 33.145016, -117.304157 | 2229 Cannon Road, Carlsbad, California DRILL METHOD JG NOTES DE P T H (f t ) 5 10 15 20 25 EL E V A T I O N (f t ) 25 20 15 10 5 AT TIME OF DRILLING --- BORING RECORD MW-1 AT L A S L O G B R I G H T L I N E - - 9 / 1 5 / 2 4 1 0 : 5 5 - C : \ U S E R S \ K H A H N \ D O C U M E N T S \ A P P I - C A N N O N S T R E E T W E L L . G P J LABTESTS BL O W S PE R F O O T N60 DESCRIPTION AND CLASSIFICATION GR A P H I C LO G WELL DIAGRAM Casing Type: PVC GEOTECHNICAL LABORATORY TESTING Laboratory tests were performed to provide pertinent geotechnical parameters for engineering analyses associated with the proposed improvements. The following tests were conducted: • CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. • PARTICLE-SIZE DISTRIBUTION: The particle-size distribution was evaluated on selected soil samples in accordance with ASTM D6913. • PERCENT FINER THAN #200: The percent of materials finer than No. 200 sieve (75µm) was measured on selected samples in accordance with ASTM C117 and ASTM D1140. Soil samples not tested are stored in our laboratory for future reference and analysis, if needed. Unless notified to the contrary, all samples will be disposed of 30 days from the date of this report. - - - Date: Job Number:Figure: ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SM SAMPLE NUMBER93216 UNIFIED SOIL CLASSIFICATION: SILTY SANDDESCRIPTION SAMPLE LOCATION MW-1 at 1½ to 5 Feet Carlsbad, California Cannon Road Lift Station Monitoring Well 18937 September, 2024 II-1 By:KBH 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Sieve Analysis Hydrometer Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #100 #200 - - - Date: Job Number:Figure: SAMPLE LOCATION UNIFIED SOIL CLASSIFICATION: MW-1 at 5½ to 6½ Feet SAMPLE NUMBER 93217 SILTY SAND with GRAVELDESCRIPTION ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX Carlsbad, California SM Cannon Road Lift Station Monitoring Well 18937 September, 2024 II-2 By:KBH 0 10 20 30 40 50 60 70 80 90 100 0.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #40 #100 #200 - - - Date: Job Number:Figure: SAMPLE LOCATION UNIFIED SOIL CLASSIFICATION: MW-1 at 11 to 11½ Feet SAMPLE NUMBER 93218 DESCRIPTION CLAYEY SAND ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX Carlsbad, California SC Cannon Road Lift Station Monitoring Well 18937 September, 2024 II-3 By:KBH 0 10 20 30 40 50 60 70 80 90 100 0.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #40 #100 #200 34 20 14 Date: Job Number:Figure:18937 September, 2024 II-4 By:KBH CLAYEY SAND ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SC Carlsbad, California Cannon Road Lift Station Monitoring Well SAMPLE LOCATION MW-1 at 21 to 21½ Feet SAMPLE NUMBER 93220 UNIFIED SOIL CLASSIFICATION: DESCRIPTION 0 10 20 30 40 50 60 70 80 90 100 0.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #40 #100 #200 - - - Date: Job Number:Figure:18937 September, 2024 II-5 By:KBH Carlsbad, California Cannon Road Lift Station Monitoring Well Well-graded SAND with GRAVEL ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SWSAMPLE LOCATION MW-1 at 24 to 25 Feet SAMPLE NUMBER 93221 UNIFIED SOIL CLASSIFICATION: DESCRIPTION 0 10 20 30 40 50 60 70 80 90 100 0.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #40 #100 #200 ENVIRONMENTAL LABORATORY TEST REPORT ANALYTICAL REPORT PREPARED FOR Attn: Stephane Dalo Atlas Engineering West, Inc. 9085 Aero Drive Suite B San Diego, California 92123 Generated 9/19/2024 4:25:38 PM JOB DESCRIPTION Cannon St Lift Station, No. 24-05861 JOB NUMBER 570-198822-1 See page two for job notes and contact information. Tustin CA 92780 2841 Dow Avenue, Suite 100 Eurofins Calscience Page 1 of 43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Eurofins Calscience Eurofins Calscience is a laboratory within Eurofins Environment Testing Southwest, LLC, a company within Eurofins Environment Testing Group of Companies Job Notes This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written approval of the laboratory. All questions should be directed to the Eurofins Calscience Project Manager. Authorization Generated 9/19/2024 4:25:38 PM Authorized for release by Allyson Chapman, Project Manager I Allyson.Chapman@et.eurofinsus.com (714)895-5494 Page 2 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Table of Contents Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Laboratory Job ID: 570-198822-1 Page 3 of 43 Eurofins Calscience9/19/2024 Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .38 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .39 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .42 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Definitions/Glossary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Qualifiers GC/MS VOA Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Qualifier GC/MS Semi VOA Qualifier Description *-LCS and/or LCSD is outside acceptance limits, low biased. Qualifier *1 LCS/LCSD RPD exceeds control limits. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. GC Semi VOA Qualifier Description *+LCS and/or LCSD is outside acceptance limits, high biased. Qualifier J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Metals Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Qualifier Glossary These commonly used abbreviations may or may not be present in this report. ¤Listed under the "D" column to designate that the result is reported on a dry weight basis Abbreviation %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MCL EPA recommended "Maximum Contaminant Level" MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent POS Positive / Present PQL Practical Quantitation Limit PRES Presumptive QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TNTC Too Numerous To Count Eurofins Calscience Page 4 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Job Narrative570-198822-1 Analytical test results meet all requirements of the associated regulatory program listed on the Accreditation/Certification SummaryPage unless otherwise noted under the individual analysis. Data qualifiers and/or narrative comments are included to explain anyexceptions, if applicable. · Matrix QC may not be reported if insufficient sample is provided or site-specific QC samples were not submitted. In thesesituations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD may be performed, unless otherwisespecified in the method.· Surrogate and/or isotope dilution analyte recoveries (if applicable) which are outside of the QC window are confirmedunless attributed to a dilution or otherwise noted in the narrative. Regulated compliance samples (e.g. SDWA, NPDES) must comply with the associated agency requirements/permits. ReceiptThe sample was received on 9/12/2024 6:00 PM. Unless otherwise noted below, the sample arrived in good condition, and, whererequired, properly preserved and on ice. The temperature of the cooler at receipt time was 5.0°C. GC/MS VOANo additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. GC/MS Semi VOAMethod 625.1: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated withpreparation batch 570-480372. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision datafor this batch. Method 625.1 Method 625.1: The laboratory control sample and/or the laboratory control sample duplicate (LCS/LCSD) for preparation batch570-480372 and analytical batch 570-481184 recovered outside control limits for the following analyte(s): Benzidine. Benzidinehas been identified as a poor performing analyte when analyzed using this method; therefore, re-extraction/re-analysis was notperformed. Method 625.1: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for preparationbatch 570-480372 and analytical batch 570-481184 recovered outside control limits for the following analytes: Benzidine and N-Nitrosodimethylamine. No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. PCBsMethod 608.3_PCB: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD)associated with preparation batch 570-481537. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provideprecision data for this batch. Method 608.3 PEST/PCB LL Method 608.3_PCB: The laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for preparation batch570-481537 and analytical batch 570-482222 recovered outside control limits for the following analytes: Aroclor-1260. This analytewas biased high in the LCS and was not detected in the associated samples; therefore, the data have been reported. No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. PesticidesMethod 608.3_Pest: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD)associated with preparation batch 570-481537. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provideprecision data for this batch. Method 608.3 PEST/PCB LL No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. MetalsNo additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. General Chemistry Case Narrative Client: Atlas Engineering West, Inc.Job ID: 570-198822-1 Project: Cannon St Lift Station, No. 24-05861 Eurofins Calscience Job ID: 570-198822-1 Eurofins Calscience Page 5 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Method 1664B: The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch.Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparationbatch 570-481199. No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. Case Narrative Client: Atlas Engineering West, Inc.Job ID: 570-198822-1 Project: Cannon St Lift Station, No. 24-05861 Eurofins Calscience Job ID: 570-198822-1 (Continued)Eurofins Calscience Page 6 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Detection Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Client Sample ID: MW-1 Lab Sample ID: 570-198822-1 tert-Butyl alcohol (TBA) RL 0.010 mg/L MDL 0.0015 Analyte Result Qualifier Unit Dil Fac D Method Prep Type Total/NA1J0.0036 624.1 Endosulfan I 0.000019 mg/L0.000018 Total/NA100.00012 608.3 Arsenic 0.100 mg/L0.0199 Total Recoverable 10.0499 J 6010B Boron 0.500 mg/L0.00388 Total Recoverable 10.723 6010B Cadmium 0.0100 mg/L0.000620 Total Recoverable 10.000700 J 6010B Chromium 0.0500 mg/L0.00296 Total Recoverable 10.0800 6010B Copper 0.0500 mg/L0.00269 Total Recoverable 10.0851 6010B Iron 0.500 mg/L0.0131 Total Recoverable 176.2 6010B Lead 0.0500 mg/L0.00527 Total Recoverable 10.0401 J 6010B Manganese 0.0500 mg/L0.00134 Total Recoverable 12.21 6010B Nickel 0.0500 mg/L0.00307 Total Recoverable 10.0671 6010B Selenium 0.0500 mg/L0.0162 Total Recoverable 10.0561 6010B Zinc 0.250 mg/L0.0133 Total Recoverable 10.183 J 6010B Mercury 0.000200 mg/L0.000124 Total/NA10.000157 J 7470A Total Suspended Solids 100 mg/L80.0 Total/NA15060SM 2540D Biochemical Oxygen Demand 0.533 mg/L0.267 Total/NA11.11 SM 5210B Eurofins Calscience This Detection Summary does not include radiochemical test results. Page 7 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: EPA 624.1 - Volatile Organic Compounds (GC/MS) Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.0010 0.00023 mg/L 09/13/24 02:57 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier 1,1,1,2-Tetrachloroethane 0.0010 0.00035 mg/L 09/13/24 02:57 1ND1,1,1-Trichloroethane 0.0010 0.00033 mg/L 09/13/24 02:57 1ND1,1,2,2-Tetrachloroethane 0.010 0.0038 mg/L 09/13/24 02:57 1ND1,1,2-Trichloro-1,2,2-trifluoroethane 0.0010 0.00025 mg/L 09/13/24 02:57 1ND1,1,2-Trichloroethane 0.0010 0.00029 mg/L 09/13/24 02:57 1ND1,1-Dichloroethane 0.0010 0.00038 mg/L 09/13/24 02:57 1ND1,1-Dichloroethene 0.0010 0.00035 mg/L 09/13/24 02:57 1ND1,1-Dichloropropene 0.0010 0.00054 mg/L 09/13/24 02:57 1ND1,2,3-Trichlorobenzene 0.0050 0.0012 mg/L 09/13/24 02:57 1ND1,2,3-Trichloropropane 0.0010 0.00058 mg/L 09/13/24 02:57 1ND1,2,4-Trichlorobenzene 0.0010 0.00026 mg/L 09/13/24 02:57 1ND1,2,4-Trimethylbenzene 0.0050 0.0015 mg/L 09/13/24 02:57 1ND1,2-Dibromo-3-Chloropropane 0.0010 0.00045 mg/L 09/13/24 02:57 1ND1,2-Dibromoethane 0.0010 0.00022 mg/L 09/13/24 02:57 1ND1,2-Dichlorobenzene 0.00050 0.00021 mg/L 09/13/24 02:57 1ND1,2-Dichloroethane 0.0010 0.00049 mg/L 09/13/24 02:57 1ND1,2-Dichloropropane 0.0010 0.00033 mg/L 09/13/24 02:57 1ND1,3,5-Trimethylbenzene 0.0010 0.00023 mg/L 09/13/24 02:57 1ND1,3-Dichlorobenzene 0.0010 0.00026 mg/L 09/13/24 02:57 1ND1,3-Dichloropropane 0.0010 0.00024 mg/L 09/13/24 02:57 1ND1,4-Dichlorobenzene 0.0010 0.00041 mg/L 09/13/24 02:57 1ND2,2-Dichloropropane 0.010 0.0036 mg/L 09/13/24 02:57 1ND2-Butanone 0.0020 0.00094 mg/L 09/13/24 02:57 1ND2-Chloroethyl vinyl ether 0.0010 0.00029 mg/L 09/13/24 02:57 1ND2-Chlorotoluene 0.010 0.0022 mg/L 09/13/24 02:57 1ND2-Hexanone 0.0010 0.00025 mg/L 09/13/24 02:57 1ND4-Chlorotoluene 0.010 0.0019 mg/L 09/13/24 02:57 1ND4-Methyl-2-pentanone 0.012 0.010 mg/L 09/13/24 02:57 1NDAcetone 0.0050 0.0034 mg/L 09/13/24 02:57 1NDAcrolein 0.0020 0.0014 mg/L 09/13/24 02:57 1NDAcrylonitrile 0.00050 0.00030 mg/L 09/13/24 02:57 1NDBenzene 0.0010 0.00025 mg/L 09/13/24 02:57 1NDBromobenzene 0.0010 0.00026 mg/L 09/13/24 02:57 1NDBromochloromethane 0.0010 0.00024 mg/L 09/13/24 02:57 1NDBromodichloromethane 0.0010 0.00046 mg/L 09/13/24 02:57 1NDBromoform 0.0050 0.0037 mg/L 09/13/24 02:57 1NDBromomethane 0.0010 0.00030 mg/L 09/13/24 02:57 1NDcis-1,2-Dichloroethene 0.00050 0.00021 mg/L 09/13/24 02:57 1NDcis-1,3-Dichloropropene 0.010 0.0025 mg/L 09/13/24 02:57 1NDCarbon disulfide 0.00050 0.00045 mg/L 09/13/24 02:57 1NDCarbon tetrachloride 0.0010 0.00020 mg/L 09/13/24 02:57 1NDChlorobenzene 0.0010 0.00054 mg/L 09/13/24 02:57 1NDChloroethane 0.0010 0.00026 mg/L 09/13/24 02:57 1NDChloroform 0.0010 0.00065 mg/L 09/13/24 02:57 1NDChloromethane 0.0010 0.00025 mg/L 09/13/24 02:57 1NDDibromochloromethane 0.0010 0.00025 mg/L 09/13/24 02:57 1NDDibromomethane 0.0010 0.00063 mg/L 09/13/24 02:57 1NDDichlorodifluoromethane 0.0020 0.00025 mg/L 09/13/24 02:57 1NDDi-isopropyl ether (DIPE) Eurofins Calscience Page 8 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: EPA 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.10 0.055 mg/L 09/13/24 02:57 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier Ethanol 0.0010 0.00023 mg/L 09/13/24 02:57 1NDEthylbenzene 0.0020 0.00026 mg/L 09/13/24 02:57 1NDEthyl-t-butyl ether (ETBE) 0.0010 0.00070 mg/L 09/13/24 02:57 1NDHexachloro-1,3-butadiene 0.050 0.036 mg/L 09/13/24 02:57 1NDIsopropanol 0.0010 0.00029 mg/L 09/13/24 02:57 1NDIsopropylbenzene 0.0020 0.00083 mg/L 09/13/24 02:57 1NDMethylene Chloride 0.0010 0.00024 mg/L 09/13/24 02:57 1NDMethyl-t-Butyl Ether (MTBE) 0.010 0.0038 mg/L 09/13/24 02:57 1NDNaphthalene 0.0010 0.00032 mg/L 09/13/24 02:57 1NDn-Butylbenzene 0.0010 0.00030 mg/L 09/13/24 02:57 1NDN-Propylbenzene 0.0010 0.00024 mg/L 09/13/24 02:57 1NDo-Xylene 0.0010 0.00048 mg/L 09/13/24 02:57 1NDm,p-Xylene 0.0010 0.00030 mg/L 09/13/24 02:57 1NDp-Isopropyltoluene 0.0010 0.00031 mg/L 09/13/24 02:57 1NDsec-Butylbenzene 0.0010 0.00074 mg/L 09/13/24 02:57 1NDStyrene 0.0010 0.00025 mg/L 09/13/24 02:57 1NDtrans-1,2-Dichloroethene 0.00050 0.00033 mg/L 09/13/24 02:57 1NDtrans-1,3-Dichloropropene 0.0020 0.00032 mg/L 09/13/24 02:57 1NDTert-amyl-methyl ether (TAME) 0.010 0.0015 mg/L 09/13/24 02:57 10.0036 Jtert-Butyl alcohol (TBA) 0.0010 0.00026 mg/L 09/13/24 02:57 1NDtert-Butylbenzene 0.0010 0.00039 mg/L 09/13/24 02:57 1NDTetrachloroethene 0.010 0.0030 mg/L 09/13/24 02:57 1NDTetrahydrofuran 0.0010 0.00019 mg/L 09/13/24 02:57 1NDToluene 0.0010 0.00041 mg/L 09/13/24 02:57 1NDTrichloroethene 0.0050 0.0026 mg/L 09/13/24 02:57 1NDTrichlorofluoromethane 0.010 0.0044 mg/L 09/13/24 02:57 1NDVinyl acetate 0.00050 0.00036 mg/L 09/13/24 02:57 1NDVinyl chloride 1,2-Dichloroethane-d4 (Surr)107 60-140 09/13/24 02:57 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr)98 09/13/24 02:57 160-140 Dibromofluoromethane 105 09/13/24 02:57 160-140 Toluene-d8 (Surr)99 09/13/24 02:57 160-140 Eurofins Calscience Page 9 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: EPA 625.1 - Semivolatile Organic Compounds (GC/MS) Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.0096 0.00073 mg/L 09/13/24 05:17 09/16/24 19:56 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier 1,2,4-Trichlorobenzene 0.0096 0.00071 mg/L 09/13/24 05:17 09/16/24 19:56 1ND1,2-Diphenylhydrazine(as Azobenzene) 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2,4,6-Trichlorophenol 0.0096 0.0013 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2,4-Dichlorophenol 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2,4-Dimethylphenol 0.048 0.012 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2,4-Dinitrophenol 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2,4-Dinitrotoluene 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2,6-Dinitrotoluene 0.0096 0.00066 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2-Chloronaphthalene 0.0096 0.00091 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2-Chlorophenol 0.0096 0.0022 mg/L 09/13/24 05:17 09/16/24 19:56 1ND2-Nitrophenol 0.0096 0.0065 mg/L 09/13/24 05:17 09/16/24 19:56 1ND3,3'-Dichlorobenzidine 0.048 0.011 mg/L 09/13/24 05:17 09/16/24 19:56 1ND4,6-Dinitro-2-methylphenol 0.0096 0.0012 mg/L 09/13/24 05:17 09/16/24 19:56 1ND4-Bromophenyl phenyl ether 0.0096 0.0013 mg/L 09/13/24 05:17 09/16/24 19:56 1ND4-Chloro-3-methylphenol 0.0096 0.00099 mg/L 09/13/24 05:17 09/16/24 19:56 1ND4-Chlorophenyl phenyl ether 0.0096 0.0035 mg/L 09/13/24 05:17 09/16/24 19:56 1ND4-Nitrophenol 0.0096 0.00087 mg/L 09/13/24 05:17 09/16/24 19:56 1NDAcenaphthene 0.0096 0.00083 mg/L 09/13/24 05:17 09/16/24 19:56 1NDAcenaphthylene 0.0096 0.00094 mg/L 09/13/24 05:17 09/16/24 19:56 1NDAnthracene 0.048 0.011 mg/L 09/13/24 05:17 09/16/24 19:56 1ND *- *1Benzidine 0.0096 0.0012 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBenzo[a]anthracene 0.0096 0.0018 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBenzo[a]pyrene 0.0096 0.0016 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBenzo[b]fluoranthene 0.0096 0.0018 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBenzo[g,h,i]perylene 0.0096 0.0012 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBenzo[k]fluoranthene 0.0096 0.00097 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBis (2-chloroethoxy) methane 0.024 0.0074 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBis(2-chloroethyl)ether 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1NDbis (2-chloroisopropyl) ether 0.0096 0.0047 mg/L 09/13/24 05:17 09/16/24 19:56 1NDBis(2-ethylhexyl) phthalate 0.0096 0.0040 mg/L 09/13/24 05:17 09/16/24 19:56 1NDButyl benzyl phthalate 0.0096 0.0012 mg/L 09/13/24 05:17 09/16/24 19:56 1NDChrysene 0.0096 0.0018 mg/L 09/13/24 05:17 09/16/24 19:56 1NDDibenz(a,h)anthracene 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1NDDiethyl phthalate 0.0096 0.00089 mg/L 09/13/24 05:17 09/16/24 19:56 1NDDimethyl phthalate 0.0096 0.0013 mg/L 09/13/24 05:17 09/16/24 19:56 1NDDi-n-butyl phthalate 0.0096 0.0044 mg/L 09/13/24 05:17 09/16/24 19:56 1NDDi-n-octyl phthalate 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1NDFluoranthene 0.0096 0.00089 mg/L 09/13/24 05:17 09/16/24 19:56 1NDFluorene 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1NDHexachloro-1,3-butadiene 0.0096 0.00085 mg/L 09/13/24 05:17 09/16/24 19:56 1NDHexachlorobenzene 0.024 0.0029 mg/L 09/13/24 05:17 09/16/24 19:56 1NDHexachlorocyclopentadiene 0.0096 0.00085 mg/L 09/13/24 05:17 09/16/24 19:56 1NDHexachloroethane 0.0096 0.0029 mg/L 09/13/24 05:17 09/16/24 19:56 1NDIndeno[1,2,3-cd]pyrene 0.0096 0.0014 mg/L 09/13/24 05:17 09/16/24 19:56 1NDIsophorone 0.0096 0.0034 mg/L 09/13/24 05:17 09/16/24 19:56 1NDNaphthalene 0.024 0.0072 mg/L 09/13/24 05:17 09/16/24 19:56 1NDNitrobenzene 0.0096 0.00071 mg/L 09/13/24 05:17 09/16/24 19:56 1ND *1N-Nitrosodimethylamine 0.0096 0.00099 mg/L 09/13/24 05:17 09/16/24 19:56 1NDN-Nitrosodi-n-propylamine Eurofins Calscience Page 10 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: EPA 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.0096 0.0012 mg/L 09/13/24 05:17 09/16/24 19:56 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier N-Nitrosodiphenylamine 0.0096 0.0046 mg/L 09/13/24 05:17 09/16/24 19:56 1NDPentachlorophenol 0.0096 0.0011 mg/L 09/13/24 05:17 09/16/24 19:56 1NDPhenanthrene 0.0096 0.00040 mg/L 09/13/24 05:17 09/16/24 19:56 1NDPhenol 0.0096 0.0012 mg/L 09/13/24 05:17 09/16/24 19:56 1NDPyrene 2,4,6-Tribromophenol (Surr)80 33-139 09/13/24 05:17 09/16/24 19:56 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 2-Fluorobiphenyl (Surr)58 09/13/24 05:17 09/16/24 19:56 133-126 2-Fluorophenol (Surr)50 09/13/24 05:17 09/16/24 19:56 112-120 Nitrobenzene-d5 (Surr)69 09/13/24 05:17 09/16/24 19:56 136-120 Phenol-d6 (Surr)30 09/13/24 05:17 09/16/24 19:56 110-120 p-Terphenyl-d14 (Surr)68 09/13/24 05:17 09/16/24 19:56 147-131 Eurofins Calscience Page 11 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: EPA 608.3 - Organochlorine Pesticides in Water Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.0000096 0.0000063 mg/L 09/17/24 05:15 09/18/24 12:53 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier 4,4'-DDD 0.0000048 0.0000027 mg/L 09/17/24 05:15 09/18/24 12:53 1ND4,4'-DDE 0.0000048 0.0000023 mg/L 09/17/24 05:15 09/18/24 12:53 1ND4,4'-DDT 0.0000048 0.0000044 mg/L 09/17/24 05:15 09/18/24 12:53 1NDAldrin 0.000048 0.0000012 mg/L 09/17/24 05:15 09/18/24 12:53 1NDalpha-Chlordane 0.0000019 0.0000017 mg/L 09/17/24 05:15 09/18/24 12:53 1NDalpha-BHC 0.0000072 0.0000056 mg/L 09/17/24 05:15 09/18/24 12:53 1NDbeta-BHC 0.000048 0.000037 mg/L 09/17/24 05:15 09/18/24 12:53 1NDChlordane 0.0000048 0.0000028 mg/L 09/17/24 05:15 09/18/24 12:53 1NDdelta-BHC 0.0000048 0.0000019 mg/L 09/17/24 05:15 09/18/24 12:53 1NDDieldrin 0.000019 0.000018 mg/L 09/17/24 05:15 09/18/24 14:18 100.00012Endosulfan I 0.0000096 0.0000059 mg/L 09/17/24 05:15 09/18/24 12:53 1NDEndosulfan II 0.0000048 0.0000020 mg/L 09/17/24 05:15 09/18/24 12:53 1NDEndosulfan sulfate 0.0000048 0.0000033 mg/L 09/17/24 05:15 09/18/24 12:53 1NDEndrin 0.000048 0.000035 mg/L 09/17/24 05:15 09/18/24 12:53 1NDEndrin aldehyde 0.0000048 0.0000031 mg/L 09/17/24 05:15 09/18/24 12:53 1NDEndrin ketone 0.000014 0.000013 mg/L 09/17/24 05:15 09/18/24 12:53 1NDgamma-Chlordane 0.0000019 0.0000009 5 mg/L 09/17/24 05:15 09/18/24 12:53 1NDgamma-BHC (Lindane) 0.0000019 0.0000017 mg/L 09/17/24 05:15 09/18/24 12:53 1NDHeptachlor 0.0000096 0.0000057 mg/L 09/17/24 05:15 09/18/24 12:53 1NDHeptachlor epoxide 0.0000096 0.0000054 mg/L 09/17/24 05:15 09/18/24 12:53 1NDMethoxychlor 0.000096 0.000078 mg/L 09/17/24 05:15 09/18/24 12:53 1NDToxaphene Tetrachloro-m-xylene (Surr)74 20-139 09/17/24 05:15 09/18/24 12:53 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery Tetrachloro-m-xylene (Surr)75 09/17/24 05:15 09/18/24 14:18 1020-139 DCB Decachlorobiphenyl (Surr)94 09/17/24 05:15 09/18/24 12:53 120-154 DCB Decachlorobiphenyl (Surr)118 09/17/24 05:15 09/18/24 14:18 1020-154 Eurofins Calscience Page 12 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: EPA 608.3 - Polychlorinated Biphenyls (PCBs) (GC) Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.000096 0.000063 mg/L 09/17/24 05:15 09/18/24 16:44 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier Aroclor-1016 0.000096 0.000063 mg/L 09/17/24 05:15 09/18/24 16:44 1NDAroclor-1221 0.000096 0.000063 mg/L 09/17/24 05:15 09/18/24 16:44 1NDAroclor-1232 0.000096 0.000063 mg/L 09/17/24 05:15 09/18/24 16:44 1NDAroclor-1242 0.000096 0.000063 mg/L 09/17/24 05:15 09/18/24 16:44 1NDAroclor-1248 0.000096 0.000074 mg/L 09/17/24 05:15 09/18/24 16:44 1NDAroclor-1254 0.000096 0.000074 mg/L 09/17/24 05:15 09/18/24 16:44 1ND *+Aroclor-1260 Tetrachloro-m-xylene (Surr)82 20-139 09/17/24 05:15 09/18/24 16:44 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery DCB Decachlorobiphenyl (Surr)123 09/17/24 05:15 09/18/24 16:44 120-154 Eurofins Calscience Page 13 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: SW846 6010B - Metals (ICP) - Total Recoverable Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL 0.0499 J 0.100 0.0199 mg/L 09/16/24 09:33 09/16/24 17:20 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier Arsenic 0.500 0.00388 mg/L 09/16/24 09:33 09/16/24 17:20 10.723Boron 0.0100 0.000620 mg/L 09/16/24 09:33 09/16/24 17:20 10.000700 JCadmium 0.0500 0.00296 mg/L 09/16/24 09:33 09/16/24 17:20 10.0800Chromium 0.0500 0.00269 mg/L 09/16/24 09:33 09/16/24 17:20 10.0851Copper 0.500 0.0131 mg/L 09/16/24 09:33 09/16/24 17:20 176.2Iron 0.0500 0.00527 mg/L 09/16/24 09:33 09/16/24 17:20 10.0401 JLead 0.0500 0.00134 mg/L 09/16/24 09:33 09/16/24 17:20 12.21Manganese 0.0500 0.00391 mg/L 09/16/24 09:33 09/16/24 17:20 1NDMolybdenum 0.0500 0.00307 mg/L 09/16/24 09:33 09/16/24 17:20 10.0671Nickel 0.0500 0.0162 mg/L 09/16/24 09:33 09/16/24 17:20 10.0561Selenium 0.0100 0.00259 mg/L 09/16/24 09:33 09/16/24 17:20 1NDSilver 0.250 0.0133 mg/L 09/16/24 09:33 09/16/24 17:20 10.183 JZinc Eurofins Calscience Page 14 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: SW846 7470A - Mercury (CVAA) Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL 0.000157 J 0.000200 0.000124 mg/L 09/16/24 12:35 09/16/24 16:39 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier Mercury Eurofins Calscience Page 15 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 General Chemistry Lab Sample ID: 570-198822-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 RL MDL ND 0.949 0.484 mg/L 09/16/24 10:01 09/16/24 13:41 1 Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier HEM: Oil and Grease (1664B) 0.949 0.603 mg/L 09/16/24 10:01 09/16/24 13:41 1NDHEM-SGT: Oil and Grease (1664B) 100 80.0 mg/L 09/13/24 09:55 15060Total Suspended Solids (SM 2540D) 0.533 0.267 mg/L 09/12/24 21:14 09/17/24 19:38 11.11Biochemical Oxygen Demand (SM 5210B) Eurofins Calscience Page 16 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Surrogate Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (60-140) (60-140) (60-140) (60-140) DCA BFB DBFM TOL 107 98 105 99570-198822-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 101 99 100 100LCS 570-480253/1002 Lab Control Sample 101 100 100 101LCSD 570-480253/3 Lab Control Sample Dup 105 98 103 99MB 570-480253/5 Method Blank Surrogate Legend DCA = 1,2-Dichloroethane-d4 (Surr) BFB = 4-Bromofluorobenzene (Surr) DBFM = Dibromofluoromethane TOL = Toluene-d8 (Surr) Method: 625.1 - Semivolatile Organic Compounds (GC/MS) Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (33-139) (33-126) (12-120) (36-120) (10-120) (47-131) TBP FBP 2FP NBZ PHL6 TPHd14 80 58 50 69 30 68570-198822-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 91 64 58 3564 77LCS 570-480372/2-A Lab Control Sample 100 69 69 4372 87LCSD 570-480372/3-A Lab Control Sample Dup 90 68 58 3580 76MB 570-480372/1-A Method Blank Surrogate Legend TBP = 2,4,6-Tribromophenol (Surr) FBP = 2-Fluorobiphenyl (Surr) 2FP = 2-Fluorophenol (Surr) NBZ = Nitrobenzene-d5 (Surr) PHL6 = Phenol-d6 (Surr) TPHd14 = p-Terphenyl-d14 (Surr) Method: 608.3 - Organochlorine Pesticides in Water Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (20-139) (20-154) TCX1 DCB2 74 94570-198822-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 62 77LCS 570-481537/2-A Lab Control Sample 61 83LCSD 570-481537/3-A Lab Control Sample Dup Surrogate Legend TCX = Tetrachloro-m-xylene (Surr) DCB = DCB Decachlorobiphenyl (Surr) Method: 608.3 - Organochlorine Pesticides in Water Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (20-139) (20-154) TCX2 DCB2 75 118570-198822-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 62 84MB 570-481537/1-A Method Blank Eurofins Calscience Page 17 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Surrogate Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Surrogate Legend TCX = Tetrachloro-m-xylene (Surr) DCB = DCB Decachlorobiphenyl (Surr) Method: 608.3 - Polychlorinated Biphenyls (PCBs) (GC) Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (20-139) (20-154) TCX1 DCB1 82 123570-198822-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 57 95LCS 570-481537/4-A Lab Control Sample 60 91LCSD 570-481537/5-A Lab Control Sample Dup 75 89MB 570-481537/1-A Method Blank Surrogate Legend TCX = Tetrachloro-m-xylene (Surr) DCB = DCB Decachlorobiphenyl (Surr) Eurofins Calscience Page 18 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 570-480253/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 RL MDL 1,1,1,2-Tetrachloroethane ND 0.0010 0.00023 mg/L 09/12/24 20:00 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.000350.0010 mg/L 09/12/24 20:00 11,1,1-Trichloroethane ND 0.000330.0010 mg/L 09/12/24 20:00 11,1,2,2-Tetrachloroethane ND 0.00380.010 mg/L 09/12/24 20:00 11,1,2-Trichloro-1,2,2-trifluoroethane ND 0.000250.0010 mg/L 09/12/24 20:00 11,1,2-Trichloroethane ND 0.000290.0010 mg/L 09/12/24 20:00 11,1-Dichloroethane ND 0.000380.0010 mg/L 09/12/24 20:00 11,1-Dichloroethene ND 0.000350.0010 mg/L 09/12/24 20:00 11,1-Dichloropropene ND 0.000540.0010 mg/L 09/12/24 20:00 11,2,3-Trichlorobenzene ND 0.00120.0050 mg/L 09/12/24 20:00 11,2,3-Trichloropropane ND 0.000580.0010 mg/L 09/12/24 20:00 11,2,4-Trichlorobenzene ND 0.000260.0010 mg/L 09/12/24 20:00 11,2,4-Trimethylbenzene ND 0.00150.0050 mg/L 09/12/24 20:00 11,2-Dibromo-3-Chloropropane ND 0.000450.0010 mg/L 09/12/24 20:00 11,2-Dibromoethane ND 0.000220.0010 mg/L 09/12/24 20:00 11,2-Dichlorobenzene ND 0.000210.00050 mg/L 09/12/24 20:00 11,2-Dichloroethane ND 0.000490.0010 mg/L 09/12/24 20:00 11,2-Dichloropropane ND 0.000330.0010 mg/L 09/12/24 20:00 11,3,5-Trimethylbenzene ND 0.000230.0010 mg/L 09/12/24 20:00 11,3-Dichlorobenzene ND 0.000260.0010 mg/L 09/12/24 20:00 11,3-Dichloropropane ND 0.000240.0010 mg/L 09/12/24 20:00 11,4-Dichlorobenzene ND 0.000410.0010 mg/L 09/12/24 20:00 12,2-Dichloropropane ND 0.00360.010 mg/L 09/12/24 20:00 12-Butanone ND 0.000940.0020 mg/L 09/12/24 20:00 12-Chloroethyl vinyl ether ND 0.000290.0010 mg/L 09/12/24 20:00 12-Chlorotoluene ND 0.00220.010 mg/L 09/12/24 20:00 12-Hexanone ND 0.000250.0010 mg/L 09/12/24 20:00 14-Chlorotoluene ND 0.00190.010 mg/L 09/12/24 20:00 14-Methyl-2-pentanone ND 0.0100.012 mg/L 09/12/24 20:00 1Acetone ND 0.00340.0050 mg/L 09/12/24 20:00 1Acrolein ND 0.00140.0020 mg/L 09/12/24 20:00 1Acrylonitrile ND 0.000300.00050 mg/L 09/12/24 20:00 1Benzene ND 0.000250.0010 mg/L 09/12/24 20:00 1Bromobenzene ND 0.000260.0010 mg/L 09/12/24 20:00 1Bromochloromethane ND 0.000240.0010 mg/L 09/12/24 20:00 1Bromodichloromethane ND 0.000460.0010 mg/L 09/12/24 20:00 1Bromoform ND 0.00370.0050 mg/L 09/12/24 20:00 1Bromomethane ND 0.000300.0010 mg/L 09/12/24 20:00 1cis-1,2-Dichloroethene ND 0.000210.00050 mg/L 09/12/24 20:00 1cis-1,3-Dichloropropene ND 0.00250.010 mg/L 09/12/24 20:00 1Carbon disulfide ND 0.000450.00050 mg/L 09/12/24 20:00 1Carbon tetrachloride ND 0.000200.0010 mg/L 09/12/24 20:00 1Chlorobenzene ND 0.000540.0010 mg/L 09/12/24 20:00 1Chloroethane ND 0.000260.0010 mg/L 09/12/24 20:00 1Chloroform ND 0.000650.0010 mg/L 09/12/24 20:00 1Chloromethane ND 0.000250.0010 mg/L 09/12/24 20:00 1Dibromochloromethane ND 0.000250.0010 mg/L 09/12/24 20:00 1Dibromomethane ND 0.000630.0010 mg/L 09/12/24 20:00 1Dichlorodifluoromethane Eurofins Calscience Page 19 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-480253/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 RL MDL Di-isopropyl ether (DIPE)ND 0.0020 0.00025 mg/L 09/12/24 20:00 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.0550.10 mg/L 09/12/24 20:00 1Ethanol ND 0.000230.0010 mg/L 09/12/24 20:00 1Ethylbenzene ND 0.000260.0020 mg/L 09/12/24 20:00 1Ethyl-t-butyl ether (ETBE) ND 0.000700.0010 mg/L 09/12/24 20:00 1Hexachloro-1,3-butadiene ND 0.0360.050 mg/L 09/12/24 20:00 1Isopropanol ND 0.000290.0010 mg/L 09/12/24 20:00 1Isopropylbenzene ND 0.000830.0020 mg/L 09/12/24 20:00 1Methylene Chloride ND 0.000240.0010 mg/L 09/12/24 20:00 1Methyl-t-Butyl Ether (MTBE) ND 0.00380.010 mg/L 09/12/24 20:00 1Naphthalene ND 0.000320.0010 mg/L 09/12/24 20:00 1n-Butylbenzene ND 0.000300.0010 mg/L 09/12/24 20:00 1N-Propylbenzene ND 0.000240.0010 mg/L 09/12/24 20:00 1o-Xylene ND 0.000480.0010 mg/L 09/12/24 20:00 1m,p-Xylene ND 0.000300.0010 mg/L 09/12/24 20:00 1p-Isopropyltoluene ND 0.000310.0010 mg/L 09/12/24 20:00 1sec-Butylbenzene ND 0.000740.0010 mg/L 09/12/24 20:00 1Styrene ND 0.000250.0010 mg/L 09/12/24 20:00 1trans-1,2-Dichloroethene ND 0.000330.00050 mg/L 09/12/24 20:00 1trans-1,3-Dichloropropene ND 0.000320.0020 mg/L 09/12/24 20:00 1Tert-amyl-methyl ether (TAME) ND 0.00150.010 mg/L 09/12/24 20:00 1tert-Butyl alcohol (TBA) ND 0.000260.0010 mg/L 09/12/24 20:00 1tert-Butylbenzene ND 0.000390.0010 mg/L 09/12/24 20:00 1Tetrachloroethene ND 0.00300.010 mg/L 09/12/24 20:00 1Tetrahydrofuran ND 0.000190.0010 mg/L 09/12/24 20:00 1Toluene ND 0.000410.0010 mg/L 09/12/24 20:00 1Trichloroethene ND 0.00260.0050 mg/L 09/12/24 20:00 1Trichlorofluoromethane ND 0.00440.010 mg/L 09/12/24 20:00 1Vinyl acetate ND 0.000360.00050 mg/L 09/12/24 20:00 1Vinyl chloride 1,2-Dichloroethane-d4 (Surr)105 60-140 09/12/24 20:00 1 MB MB Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 98 09/12/24 20:00 14-Bromofluorobenzene (Surr)60-140 103 09/12/24 20:00 1Dibromofluoromethane60-140 99 09/12/24 20:00 1Toluene-d8 (Surr)60-140 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480253/1002 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 1,1,1,2-Tetrachloroethane 0.0200 0.02023 mg/L 101 60 -140 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 1,1,1-Trichloroethane 0.0200 0.01976 mg/L 99 70 -130 1,1,2,2-Tetrachloroethane 0.0200 0.02060 mg/L 103 60 -140 1,1,2-Trichloro-1,2,2-trifluoroetha ne 0.0200 0.01973 mg/L 99 60 -140 1,1,2-Trichloroethane 0.0200 0.02048 mg/L 102 70 -130 1,1-Dichloroethane 0.0200 0.01979 mg/L 99 70 -130 1,1-Dichloroethene 0.0200 0.01895 mg/L 95 50 -150 Eurofins Calscience Page 20 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480253/1002 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 1,1-Dichloropropene 0.0200 0.02017 mg/L 101 60 -140 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 1,2,3-Trichlorobenzene 0.0200 0.02126 mg/L 106 60 -140 1,2,3-Trichloropropane 0.0200 0.01923 mg/L 96 60 -140 1,2,4-Trichlorobenzene 0.0200 0.02150 mg/L 107 60 -140 1,2,4-Trimethylbenzene 0.0200 0.02039 mg/L 102 60 -140 1,2-Dibromo-3-Chloropropane 0.0200 0.01991 mg/L 100 60 -140 1,2-Dibromoethane 0.0200 0.02094 mg/L 105 60 -140 1,2-Dichlorobenzene 0.0200 0.02078 mg/L 104 65 -135 1,2-Dichloroethane 0.0200 0.02034 mg/L 102 70 -130 1,2-Dichloropropane 0.0200 0.02012 mg/L 101 35 -165 1,3,5-Trimethylbenzene 0.0200 0.02106 mg/L 105 60 -140 1,3-Dichlorobenzene 0.0200 0.02013 mg/L 101 70 -130 1,3-Dichloropropane 0.0200 0.02084 mg/L 104 60 -140 1,4-Dichlorobenzene 0.0200 0.02022 mg/L 101 65 -135 2,2-Dichloropropane 0.0200 0.01995 mg/L 100 60 -140 2-Butanone 0.0200 0.02068 mg/L 103 60 -140 2-Chloroethyl vinyl ether 0.0200 0.01830 mg/L 92 1-225 2-Chlorotoluene 0.0200 0.02011 mg/L 101 60 -140 2-Hexanone 0.0200 0.01839 mg/L 92 60 -140 4-Chlorotoluene 0.0200 0.02006 mg/L 100 60 -140 4-Methyl-2-pentanone 0.0200 0.02020 mg/L 101 60 -140 Acetone 0.0200 0.01971 mg/L 99 60 -140 Acrolein 0.0400 0.04018 mg/L 100 60 -140 Acrylonitrile 0.0200 0.02148 mg/L 107 60 -140 Benzene 0.0200 0.02013 mg/L 101 65 -135 Bromobenzene 0.0200 0.02059 mg/L 103 60 -140 Bromochloromethane 0.0200 0.02102 mg/L 105 60 -140 Bromodichloromethane 0.0200 0.02000 mg/L 100 65 -135 Bromoform 0.0200 0.02016 mg/L 101 70 -130 Bromomethane 0.0200 0.02317 mg/L 116 15 -185 cis-1,2-Dichloroethene 0.0200 0.02034 mg/L 102 60 -140 cis-1,3-Dichloropropene 0.0200 0.02133 mg/L 107 25 -175 Carbon disulfide 0.0200 0.01829 mg/L 91 60 -140 Carbon tetrachloride 0.0200 0.02050 mg/L 102 70 -130 Chlorobenzene 0.0200 0.02037 mg/L 102 65 -135 Chloroethane 0.0200 0.02077 mg/L 104 40 -160 Chloroform 0.0200 0.02017 mg/L 101 70 -135 Chloromethane 0.0200 0.01991 mg/L 100 1-205 Dibromochloromethane 0.0200 0.02052 mg/L 103 70 -135 Dibromomethane 0.0200 0.02136 mg/L 107 60 -140 Dichlorodifluoromethane 0.0200 0.01553 mg/L 78 60 -140 Di-isopropyl ether (DIPE)0.0200 0.01985 mg/L 99 60 -140 Ethanol 0.200 0.2119 mg/L 106 60 -140 Ethylbenzene 0.0200 0.02022 mg/L 101 60 -140 Ethyl-t-butyl ether (ETBE)0.0200 0.01955 mg/L 98 60 -140 Hexachloro-1,3-butadiene 0.0200 0.02053 mg/L 103 60 -140 Isopropanol 0.100 0.1028 mg/L 103 60 -140 Isopropylbenzene 0.0200 0.02051 mg/L 103 60 -140 Methylene Chloride 0.0200 0.02031 mg/L 102 60 -140 Eurofins Calscience Page 21 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480253/1002 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 Methyl-t-Butyl Ether (MTBE)0.0200 0.01999 mg/L 100 60 -140 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Naphthalene 0.0200 0.02023 mg/L 101 60 -140 n-Butylbenzene 0.0200 0.02087 mg/L 104 60 -140 N-Propylbenzene 0.0200 0.02054 mg/L 103 60 -140 o-Xylene 0.0200 0.02038 mg/L 102 60 -140 m,p-Xylene 0.0400 0.04140 mg/L 104 60 -140 p-Isopropyltoluene 0.0200 0.02026 mg/L 101 60 -140 sec-Butylbenzene 0.0200 0.02034 mg/L 102 60 -140 Styrene 0.0200 0.02062 mg/L 103 60 -140 trans-1,2-Dichloroethene 0.0200 0.02070 mg/L 103 70 -130 trans-1,3-Dichloropropene 0.0200 0.01619 mg/L 81 50 -150 Tert-amyl-methyl ether (TAME)0.0200 0.01958 mg/L 98 60 -140 tert-Butyl alcohol (TBA)0.100 0.09960 mg/L 100 60 -140 tert-Butylbenzene 0.0200 0.02073 mg/L 104 60 -140 Tetrachloroethene 0.0200 0.02043 mg/L 102 70 -130 Tetrahydrofuran 0.0200 0.01924 mg/L 96 60 -140 Toluene 0.0200 0.02021 mg/L 101 70 -130 Trichloroethene 0.0200 0.01994 mg/L 100 65 -135 Trichlorofluoromethane 0.0200 0.02001 mg/L 100 50 -150 Vinyl acetate 0.0200 0.01786 mg/L 89 60 -140 Vinyl chloride 0.0200 0.01980 mg/L 99 5-195 1,2-Dichloroethane-d4 (Surr)60 -140 Surrogate 101 LCS LCS Qualifier Limits%Recovery 994-Bromofluorobenzene (Surr)60 -140 100Dibromofluoromethane 60 -140 100Toluene-d8 (Surr)60 -140 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-480253/3 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 1,1,1,2-Tetrachloroethane 0.0200 0.02024 mg/L 101 60 -140 0 30 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,1,1-Trichloroethane 0.0200 0.01974 mg/L 99 70 -130 0 36 1,1,2,2-Tetrachloroethane 0.0200 0.01999 mg/L 100 60 -140 3 61 1,1,2-Trichloro-1,2,2-trifluoroetha ne 0.0200 0.01945 mg/L 97 60 -140 1 30 1,1,2-Trichloroethane 0.0200 0.02095 mg/L 105 70 -130 2 45 1,1-Dichloroethane 0.0200 0.01817 mg/L 91 70 -130 9 40 1,1-Dichloroethene 0.0200 0.01907 mg/L 95 50 -150 1 32 1,1-Dichloropropene 0.0200 0.02011 mg/L 101 60 -140 0 30 1,2,3-Trichlorobenzene 0.0200 0.02131 mg/L 107 60 -140 0 30 1,2,3-Trichloropropane 0.0200 0.01941 mg/L 97 60 -140 1 30 1,2,4-Trichlorobenzene 0.0200 0.02125 mg/L 106 60 -140 1 30 1,2,4-Trimethylbenzene 0.0200 0.02011 mg/L 101 60 -140 1 30 1,2-Dibromo-3-Chloropropane 0.0200 0.01988 mg/L 99 60 -140 0 30 1,2-Dibromoethane 0.0200 0.02073 mg/L 104 60 -140 1 30 1,2-Dichlorobenzene 0.0200 0.02030 mg/L 102 65 -135 2 57 Eurofins Calscience Page 22 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-480253/3 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 1,2-Dichloroethane 0.0200 0.02015 mg/L 101 70 -130 1 49 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,2-Dichloropropane 0.0200 0.02016 mg/L 101 35 -165 0 55 1,3,5-Trimethylbenzene 0.0200 0.02089 mg/L 104 60 -140 1 30 1,3-Dichlorobenzene 0.0200 0.01984 mg/L 99 70 -130 1 43 1,3-Dichloropropane 0.0200 0.02058 mg/L 103 60 -140 1 30 1,4-Dichlorobenzene 0.0200 0.01990 mg/L 100 65 -135 2 57 2,2-Dichloropropane 0.0200 0.01952 mg/L 98 60 -140 2 30 2-Butanone 0.0200 0.02086 mg/L 104 60 -140 1 30 2-Chloroethyl vinyl ether 0.0200 0.01795 mg/L 90 1-225 2 71 2-Chlorotoluene 0.0200 0.02000 mg/L 100 60 -140 1 30 2-Hexanone 0.0200 0.01866 mg/L 93 60 -140 2 30 4-Chlorotoluene 0.0200 0.01986 mg/L 99 60 -140 1 30 4-Methyl-2-pentanone 0.0200 0.02025 mg/L 101 60 -140 0 30 Acetone 0.0200 0.02139 mg/L 107 60 -140 8 30 Acrolein 0.0400 0.03965 mg/L 99 60 -140 1 60 Acrylonitrile 0.0200 0.02094 mg/L 105 60 -140 3 60 Benzene 0.0200 0.02010 mg/L 100 65 -135 0 61 Bromobenzene 0.0200 0.02041 mg/L 102 60 -140 1 30 Bromochloromethane 0.0200 0.02065 mg/L 103 60 -140 2 30 Bromodichloromethane 0.0200 0.02008 mg/L 100 65 -135 0 56 Bromoform 0.0200 0.02038 mg/L 102 70 -130 1 42 Bromomethane 0.0200 0.02237 mg/L 112 15 -185 4 61 cis-1,2-Dichloroethene 0.0200 0.02081 mg/L 104 60 -140 2 30 cis-1,3-Dichloropropene 0.0200 0.02106 mg/L 105 25 -175 1 58 Carbon disulfide 0.0200 0.01807 mg/L 90 60 -140 1 30 Carbon tetrachloride 0.0200 0.02011 mg/L 101 70 -130 2 41 Chlorobenzene 0.0200 0.02018 mg/L 101 65 -135 1 53 Chloroethane 0.0200 0.02069 mg/L 103 40 -160 0 78 Chloroform 0.0200 0.02015 mg/L 101 70 -135 0 30 Chloromethane 0.0200 0.01962 mg/L 98 1-205 2 60 Dibromochloromethane 0.0200 0.02070 mg/L 104 70 -135 1 50 Dibromomethane 0.0200 0.02083 mg/L 104 60 -140 3 30 Dichlorodifluoromethane 0.0200 0.01532 mg/L 77 60 -140 1 30 Di-isopropyl ether (DIPE)0.0200 0.02014 mg/L 101 60 -140 1 30 Ethanol 0.200 0.2000 mg/L 100 60 -140 6 30 Ethylbenzene 0.0200 0.01999 mg/L 100 60 -140 1 63 Ethyl-t-butyl ether (ETBE)0.0200 0.01968 mg/L 98 60 -140 1 30 Hexachloro-1,3-butadiene 0.0200 0.01982 mg/L 99 60 -140 4 30 Isopropanol 0.100 0.1067 mg/L 107 60 -140 4 30 Isopropylbenzene 0.0200 0.02045 mg/L 102 60 -140 0 30 Methylene Chloride 0.0200 0.02052 mg/L 103 60 -140 1 28 Methyl-t-Butyl Ether (MTBE)0.0200 0.01980 mg/L 99 60 -140 1 30 Naphthalene 0.0200 0.02050 mg/L 102 60 -140 1 30 n-Butylbenzene 0.0200 0.02062 mg/L 103 60 -140 1 30 N-Propylbenzene 0.0200 0.02009 mg/L 100 60 -140 2 30 o-Xylene 0.0200 0.02034 mg/L 102 60 -140 0 30 m,p-Xylene 0.0400 0.04105 mg/L 103 60 -140 1 30 p-Isopropyltoluene 0.0200 0.02006 mg/L 100 60 -140 1 30 sec-Butylbenzene 0.0200 0.02006 mg/L 100 60 -140 1 30 Eurofins Calscience Page 23 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-480253/3 Matrix: Water Prep Type: Total/NA Analysis Batch: 480253 Styrene 0.0200 0.02052 mg/L 103 60 -140 1 30 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD trans-1,2-Dichloroethene 0.0200 0.02045 mg/L 102 70 -130 1 45 trans-1,3-Dichloropropene 0.0200 0.01641 mg/L 82 50 -150 1 86 Tert-amyl-methyl ether (TAME)0.0200 0.01956 mg/L 98 60 -140 0 30 tert-Butyl alcohol (TBA)0.100 0.09631 mg/L 96 60 -140 3 30 tert-Butylbenzene 0.0200 0.02048 mg/L 102 60 -140 1 30 Tetrachloroethene 0.0200 0.02002 mg/L 100 70 -130 2 39 Tetrahydrofuran 0.0200 0.01944 mg/L 97 60 -140 1 30 Toluene 0.0200 0.01998 mg/L 100 70 -130 1 41 Trichloroethene 0.0200 0.01989 mg/L 99 65 -135 0 48 Trichlorofluoromethane 0.0200 0.01964 mg/L 98 50 -150 2 84 Vinyl acetate 0.0200 0.01772 mg/L 89 60 -140 1 30 Vinyl chloride 0.0200 0.01930 mg/L 96 5-195 3 66 1,2-Dichloroethane-d4 (Surr)60 -140 Surrogate 101 LCSD LCSD Qualifier Limits%Recovery 1004-Bromofluorobenzene (Surr)60 -140 100Dibromofluoromethane 60 -140 101Toluene-d8 (Surr)60 -140 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 570-480372/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 RL MDL 1,2,4-Trichlorobenzene ND 0.010 0.00077 mg/L 09/13/24 05:17 09/16/24 13:58 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.000740.010 mg/L 09/13/24 05:17 09/16/24 13:58 11,2-Diphenylhydrazine(as Azobenzene) ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 12,4,6-Trichlorophenol ND 0.00140.010 mg/L 09/13/24 05:17 09/16/24 13:58 12,4-Dichlorophenol ND 0.00110.010 mg/L 09/13/24 05:17 09/16/24 13:58 12,4-Dimethylphenol ND 0.0130.050 mg/L 09/13/24 05:17 09/16/24 13:58 12,4-Dinitrophenol ND 0.00110.010 mg/L 09/13/24 05:17 09/16/24 13:58 12,4-Dinitrotoluene ND 0.00110.010 mg/L 09/13/24 05:17 09/16/24 13:58 12,6-Dinitrotoluene ND 0.000690.010 mg/L 09/13/24 05:17 09/16/24 13:58 12-Chloronaphthalene ND 0.000950.010 mg/L 09/13/24 05:17 09/16/24 13:58 12-Chlorophenol ND 0.00230.010 mg/L 09/13/24 05:17 09/16/24 13:58 12-Nitrophenol ND 0.00680.010 mg/L 09/13/24 05:17 09/16/24 13:58 13,3'-Dichlorobenzidine ND 0.0110.050 mg/L 09/13/24 05:17 09/16/24 13:58 14,6-Dinitro-2-methylphenol ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 14-Bromophenyl phenyl ether ND 0.00140.010 mg/L 09/13/24 05:17 09/16/24 13:58 14-Chloro-3-methylphenol ND 0.00100.010 mg/L 09/13/24 05:17 09/16/24 13:58 14-Chlorophenyl phenyl ether ND 0.00370.010 mg/L 09/13/24 05:17 09/16/24 13:58 14-Nitrophenol ND 0.000910.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Acenaphthene ND 0.000870.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Acenaphthylene ND 0.000980.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Anthracene ND 0.0110.050 mg/L 09/13/24 05:17 09/16/24 13:58 1Benzidine Eurofins Calscience Page 24 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-480372/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 RL MDL Benzo[a]anthracene ND 0.010 0.0013 mg/L 09/13/24 05:17 09/16/24 13:58 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.00190.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Benzo[a]pyrene ND 0.00170.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Benzo[b]fluoranthene ND 0.00190.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Benzo[g,h,i]perylene ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Benzo[k]fluoranthene ND 0.00100.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Bis (2-chloroethoxy) methane ND 0.00770.025 mg/L 09/13/24 05:17 09/16/24 13:58 1Bis(2-chloroethyl)ether ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 1bis (2-chloroisopropyl) ether ND 0.00490.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Bis(2-ethylhexyl) phthalate ND 0.00410.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Butyl benzyl phthalate ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Chrysene ND 0.00180.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Dibenz(a,h)anthracene ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Diethyl phthalate ND 0.000930.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Dimethyl phthalate ND 0.00140.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Di-n-butyl phthalate ND 0.00460.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Di-n-octyl phthalate ND 0.00110.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Fluoranthene ND 0.000930.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Fluorene ND 0.00110.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Hexachloro-1,3-butadiene ND 0.000890.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Hexachlorobenzene ND 0.00300.025 mg/L 09/13/24 05:17 09/16/24 13:58 1Hexachlorocyclopentadiene ND 0.000880.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Hexachloroethane ND 0.00310.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Indeno[1,2,3-cd]pyrene ND 0.00140.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Isophorone ND 0.00360.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Naphthalene ND 0.00750.025 mg/L 09/13/24 05:17 09/16/24 13:58 1Nitrobenzene ND 0.000740.010 mg/L 09/13/24 05:17 09/16/24 13:58 1N-Nitrosodimethylamine ND 0.00100.010 mg/L 09/13/24 05:17 09/16/24 13:58 1N-Nitrosodi-n-propylamine ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 1N-Nitrosodiphenylamine ND 0.00480.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Pentachlorophenol ND 0.00110.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Phenanthrene ND 0.000420.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Phenol ND 0.00120.010 mg/L 09/13/24 05:17 09/16/24 13:58 1Pyrene 2,4,6-Tribromophenol (Surr)90 33-139 09/16/24 13:58 1 MB MB Surrogate 09/13/24 05:17 Dil FacPrepared AnalyzedQualifier Limits%Recovery 68 09/13/24 05:17 09/16/24 13:58 12-Fluorobiphenyl (Surr)33-126 58 09/13/24 05:17 09/16/24 13:58 12-Fluorophenol (Surr)12-120 80 09/13/24 05:17 09/16/24 13:58 1Nitrobenzene-d5 (Surr)36-120 35 09/13/24 05:17 09/16/24 13:58 1Phenol-d6 (Surr)10-120 76 09/13/24 05:17 09/16/24 13:58 1p-Terphenyl-d14 (Surr)47-131 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480372/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 1,2,4-Trichlorobenzene 0.100 0.07465 mg/L 75 57 -130 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Eurofins Calscience Page 25 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480372/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 1,2-Diphenylhydrazine(as Azobenzene) 0.100 0.08300 mg/L 83 57 -120 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 2,4,6-Trichlorophenol 0.100 0.08961 mg/L 90 52 -129 2,4-Dichlorophenol 0.100 0.08155 mg/L 82 53 -122 2,4-Dimethylphenol 0.100 0.09856 mg/L 99 42 -120 2,4-Dinitrophenol 0.100 0.08771 mg/L 88 1-173 2,4-Dinitrotoluene 0.100 0.08511 mg/L 85 48 -127 2,6-Dinitrotoluene 0.100 0.08253 mg/L 83 68 -137 2-Chloronaphthalene 0.100 0.08039 mg/L 80 65 -120 2-Chlorophenol 0.100 0.07555 mg/L 76 36 -120 2-Nitrophenol 0.100 0.08066 mg/L 81 45 -167 3,3'-Dichlorobenzidine 0.100 0.08026 mg/L 80 8-213 4,6-Dinitro-2-methylphenol 0.100 0.07985 mg/L 80 53 -130 4-Bromophenyl phenyl ether 0.100 0.08112 mg/L 81 65 -120 4-Chloro-3-methylphenol 0.100 0.07790 mg/L 78 41 -128 4-Chlorophenyl phenyl ether 0.100 0.08028 mg/L 80 38 -145 4-Nitrophenol 0.100 0.03895 mg/L 39 13 -129 Acenaphthene 0.100 0.07930 mg/L 79 60 -132 Acenaphthylene 0.100 0.08147 mg/L 81 54 -126 Anthracene 0.100 0.08176 mg/L 82 43 -120 Benzidine 0.100 ND *-mg/L 6 20 -143 Benzo[a]anthracene 0.100 0.08114 mg/L 81 42 -133 Benzo[a]pyrene 0.100 0.08468 mg/L 85 32 -148 Benzo[b]fluoranthene 0.100 0.08215 mg/L 82 42 -140 Benzo[g,h,i]perylene 0.100 0.08711 mg/L 87 1-195 Benzo[k]fluoranthene 0.100 0.08137 mg/L 81 25 -146 Bis (2-chloroethoxy) methane 0.100 0.07851 mg/L 79 49 -165 Bis(2-chloroethyl)ether 0.100 0.08072 mg/L 81 43 -126 bis (2-chloroisopropyl) ether 0.100 0.08013 mg/L 80 63 -139 Bis(2-ethylhexyl) phthalate 0.100 0.09470 mg/L 95 29 -137 Butyl benzyl phthalate 0.100 0.08612 mg/L 86 1-140 Chrysene 0.100 0.07929 mg/L 79 44 -140 Dibenz(a,h)anthracene 0.100 0.09001 mg/L 90 1-200 Diethyl phthalate 0.100 0.08161 mg/L 82 1-120 Dimethyl phthalate 0.100 0.08512 mg/L 85 1-120 Di-n-butyl phthalate 0.100 0.08450 mg/L 85 8-120 Di-n-octyl phthalate 0.100 0.08553 mg/L 86 19 -132 Fluoranthene 0.100 0.07200 mg/L 72 43 -121 Fluorene 0.100 0.08130 mg/L 81 70 -120 Hexachloro-1,3-butadiene 0.100 0.07886 mg/L 79 38 -120 Hexachlorobenzene 0.100 0.08535 mg/L 85 8-142 Hexachlorocyclopentadiene 0.100 0.1137 mg/L 114 46 -135 Hexachloroethane 0.100 0.06167 mg/L 62 55 -120 Indeno[1,2,3-cd]pyrene 0.100 0.08732 mg/L 87 1-151 Isophorone 0.100 0.07340 mg/L 73 47 -180 Naphthalene 0.100 0.07366 mg/L 74 36 -120 Nitrobenzene 0.100 0.07785 mg/L 78 54 -158 N-Nitrosodimethylamine 0.100 0.04857 mg/L 49 38 -120 N-Nitrosodi-n-propylamine 0.100 0.08003 mg/L 80 14 -198 Eurofins Calscience Page 26 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480372/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 N-Nitrosodiphenylamine 0.100 0.1081 mg/L 108 79 -127 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Pentachlorophenol 0.100 0.08815 mg/L 88 38 -152 Phenanthrene 0.100 0.08037 mg/L 80 65 -120 Phenol 0.100 0.03266 mg/L 33 17 -120 Pyrene 0.100 0.09249 mg/L 92 70 -120 2,4,6-Tribromophenol (Surr)33 -139 Surrogate 91 LCS LCS Qualifier Limits%Recovery 642-Fluorobiphenyl (Surr)33 -126 582-Fluorophenol (Surr)12 -120 64Nitrobenzene-d5 (Surr)36 -120 35Phenol-d6 (Surr)10 -120 77p-Terphenyl-d14 (Surr)47 -131 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-480372/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 1,2,4-Trichlorobenzene 0.100 0.08511 mg/L 85 57 -130 13 30 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,2-Diphenylhydrazine(as Azobenzene) 0.100 0.08982 mg/L 90 57 -120 8 20 2,4,6-Trichlorophenol 0.100 0.09794 mg/L 98 52 -129 9 35 2,4-Dichlorophenol 0.100 0.09236 mg/L 92 53 -122 12 30 2,4-Dimethylphenol 0.100 0.1177 mg/L 118 42 -120 18 35 2,4-Dinitrophenol 0.100 0.09916 mg/L 99 1-173 12 79 2,4-Dinitrotoluene 0.100 0.09303 mg/L 93 48 -127 9 25 2,6-Dinitrotoluene 0.100 0.09592 mg/L 96 68 -137 15 29 2-Chloronaphthalene 0.100 0.09037 mg/L 90 65 -120 12 15 2-Chlorophenol 0.100 0.09440 mg/L 94 36 -120 22 37 2-Nitrophenol 0.100 0.09308 mg/L 93 45 -167 14 33 3,3'-Dichlorobenzidine 0.100 0.09695 mg/L 97 8-213 19 65 4,6-Dinitro-2-methylphenol 0.100 0.1003 mg/L 100 53 -130 23 122 4-Bromophenyl phenyl ether 0.100 0.09441 mg/L 94 65 -120 15 26 4-Chloro-3-methylphenol 0.100 0.09062 mg/L 91 41 -128 15 44 4-Chlorophenyl phenyl ether 0.100 0.09211 mg/L 92 38 -145 14 36 4-Nitrophenol 0.100 0.04512 mg/L 45 13 -129 15 79 Acenaphthene 0.100 0.09004 mg/L 90 60 -132 13 29 Acenaphthylene 0.100 0.09409 mg/L 94 54 -126 14 45 Anthracene 0.100 0.09493 mg/L 95 43 -120 15 40 Benzidine 0.100 0.01744 J *- *1 mg/L 17 20 -143 98 30 Benzo[a]anthracene 0.100 0.09519 mg/L 95 42 -133 16 32 Benzo[a]pyrene 0.100 0.09435 mg/L 94 32 -148 11 43 Benzo[b]fluoranthene 0.100 0.09372 mg/L 94 42 -140 13 43 Benzo[g,h,i]perylene 0.100 0.1040 mg/L 104 1-195 18 61 Benzo[k]fluoranthene 0.100 0.09290 mg/L 93 25 -146 13 38 Bis (2-chloroethoxy) methane 0.100 0.09491 mg/L 95 49 -165 19 32 Bis(2-chloroethyl)ether 0.100 0.09479 mg/L 95 43 -126 16 65 bis (2-chloroisopropyl) ether 0.100 0.09060 mg/L 91 63 -139 12 46 Eurofins Calscience Page 27 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-480372/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481184 Prep Batch: 480372 Bis(2-ethylhexyl) phthalate 0.100 0.1093 mg/L 109 29 -137 14 50 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Butyl benzyl phthalate 0.100 0.1016 mg/L 102 1-140 17 36 Chrysene 0.100 0.09280 mg/L 93 44 -140 16 53 Dibenz(a,h)anthracene 0.100 0.1003 mg/L 100 1-200 11 75 Diethyl phthalate 0.100 0.09323 mg/L 93 1-120 13 60 Dimethyl phthalate 0.100 0.09830 mg/L 98 1-120 14 110 Di-n-butyl phthalate 0.100 0.09646 mg/L 96 8-120 13 28 Di-n-octyl phthalate 0.100 0.09963 mg/L 100 19 -132 15 42 Fluoranthene 0.100 0.08513 mg/L 85 43 -121 17 40 Fluorene 0.100 0.09070 mg/L 91 70 -120 11 23 Hexachloro-1,3-butadiene 0.100 0.08710 mg/L 87 38 -120 10 38 Hexachlorobenzene 0.100 0.09891 mg/L 99 8-142 15 33 Hexachlorocyclopentadiene 0.100 0.1288 mg/L 129 46 -135 13 20 Hexachloroethane 0.100 0.07058 mg/L 71 55 -120 13 32 Indeno[1,2,3-cd]pyrene 0.100 0.1038 mg/L 104 1-151 17 60 Isophorone 0.100 0.08714 mg/L 87 47 -180 17 56 Naphthalene 0.100 0.08443 mg/L 84 36 -120 14 39 Nitrobenzene 0.100 0.08558 mg/L 86 54 -158 9 37 N-Nitrosodimethylamine 0.100 0.05972 *1 mg/L 60 38 -120 21 20 N-Nitrosodi-n-propylamine 0.100 0.08918 mg/L 89 14 -198 11 52 N-Nitrosodiphenylamine 0.100 0.1133 mg/L 113 79 -127 5 20 Pentachlorophenol 0.100 0.1049 mg/L 105 38 -152 17 52 Phenanthrene 0.100 0.09188 mg/L 92 65 -120 13 24 Phenol 0.100 0.04154 mg/L 42 17 -120 24 39 Pyrene 0.100 0.1069 mg/L 107 70 -120 14 30 2,4,6-Tribromophenol (Surr)33 -139 Surrogate 100 LCSD LCSD Qualifier Limits%Recovery 692-Fluorobiphenyl (Surr)33 -126 692-Fluorophenol (Surr)12 -120 72Nitrobenzene-d5 (Surr)36 -120 43Phenol-d6 (Surr)10 -120 87p-Terphenyl-d14 (Surr)47 -131 Method: 608.3 - Organochlorine Pesticides in Water Client Sample ID: Method BlankLab Sample ID: MB 570-481537/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481489 Prep Batch: 481537 RL MDL 4,4'-DDD ND 0.0000067 0.0000044 mg/L 09/17/24 05:15 09/17/24 22:39 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.00000190.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 14,4'-DDE ND 0.00000160.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 14,4'-DDT ND 0.00000310.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 1Aldrin ND 0.0000008 3 0.000033 mg/L 09/17/24 05:15 09/17/24 22:39 1alpha-Chlordane ND 0.00000120.0000013 mg/L 09/17/24 05:15 09/17/24 22:39 1alpha-BHC ND 0.00000390.0000050 mg/L 09/17/24 05:15 09/17/24 22:39 1beta-BHC Eurofins Calscience Page 28 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 608.3 - Organochlorine Pesticides in Water (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-481537/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481489 Prep Batch: 481537 RL MDL Chlordane ND 0.000033 0.000025 mg/L 09/17/24 05:15 09/17/24 22:39 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.00000200.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 1delta-BHC ND 0.00000130.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 1Dieldrin ND 0.00000130.0000013 mg/L 09/17/24 05:15 09/17/24 22:39 1Endosulfan I ND 0.00000410.0000067 mg/L 09/17/24 05:15 09/17/24 22:39 1Endosulfan II ND 0.00000140.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 1Endosulfan sulfate ND 0.00000230.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 1Endrin ND 0.0000240.000033 mg/L 09/17/24 05:15 09/17/24 22:39 1Endrin aldehyde ND 0.00000210.0000033 mg/L 09/17/24 05:15 09/17/24 22:39 1Endrin ketone ND 0.00000870.000010 mg/L 09/17/24 05:15 09/17/24 22:39 1gamma-Chlordane ND 0.0000006 6 0.0000013 mg/L 09/17/24 05:15 09/17/24 22:39 1gamma-BHC (Lindane) ND 0.00000120.0000013 mg/L 09/17/24 05:15 09/17/24 22:39 1Heptachlor ND 0.00000390.0000067 mg/L 09/17/24 05:15 09/17/24 22:39 1Heptachlor epoxide ND 0.00000370.0000067 mg/L 09/17/24 05:15 09/17/24 22:39 1Methoxychlor ND 0.0000540.000067 mg/L 09/17/24 05:15 09/17/24 22:39 1Toxaphene Tetrachloro-m-xylene (Surr)62 20-139 09/17/24 22:39 1 MB MB Surrogate 09/17/24 05:15 Dil FacPrepared AnalyzedQualifier Limits%Recovery 84 09/17/24 05:15 09/17/24 22:39 1DCB Decachlorobiphenyl (Surr)20-154 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-481537/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481489 Prep Batch: 481537 4,4'-DDD 0.0000333 0.00002508 mg/L 75 31 -141 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 4,4'-DDE 0.0000333 0.00002368 mg/L 71 30 -145 4,4'-DDT 0.0000333 0.00002399 mg/L 72 25 -160 Aldrin 0.0000333 0.00002406 mg/L 72 42 -140 alpha-Chlordane 0.0000333 0.00002378 J mg/L 71 45 -140 alpha-BHC 0.0000333 0.00002303 mg/L 69 37 -140 beta-BHC 0.0000333 0.00002406 mg/L 72 17 -147 delta-BHC 0.0000333 0.00001904 mg/L 57 19 -140 Dieldrin 0.0000333 0.00002438 mg/L 73 36 -146 Endosulfan I 0.0000333 0.00002387 mg/L 72 45 -153 Endosulfan II 0.0000333 0.00002440 mg/L 73 1-202 Endosulfan sulfate 0.0000333 0.00002443 mg/L 73 26 -144 Endrin 0.0000333 0.00002443 mg/L 73 30 -147 Endrin aldehyde 0.0000333 0.00002416 J mg/L 72 50 -135 Endrin ketone 0.0000333 0.00002438 mg/L 73 60 -140 gamma-Chlordane 0.0000333 0.00002242 mg/L 67 45 -140 gamma-BHC (Lindane)0.0000333 0.00002345 mg/L 70 32 -140 Heptachlor 0.0000333 0.00002243 mg/L 67 34 -140 Heptachlor epoxide 0.0000333 0.00002364 mg/L 71 37 -142 Methoxychlor 0.0000333 0.00002317 mg/L 70 50 -135 Eurofins Calscience Page 29 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 608.3 - Organochlorine Pesticides in Water (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-481537/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481489 Prep Batch: 481537 Tetrachloro-m-xylene (Surr)20 -139 Surrogate 62 LCS LCS Qualifier Limits%Recovery 77DCB Decachlorobiphenyl (Surr)20 -154 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-481537/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481489 Prep Batch: 481537 4,4'-DDD 0.0000333 0.00002535 mg/L 76 31 -141 1 39 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 4,4'-DDE 0.0000333 0.00002320 mg/L 70 30 -145 2 35 4,4'-DDT 0.0000333 0.00002413 mg/L 72 25 -160 1 42 Aldrin 0.0000333 0.00002270 mg/L 68 42 -140 6 35 alpha-Chlordane 0.0000333 0.00002382 J mg/L 71 45 -140 0 35 alpha-BHC 0.0000333 0.00002324 mg/L 70 37 -140 1 36 beta-BHC 0.0000333 0.00002439 mg/L 73 17 -147 1 44 delta-BHC 0.0000333 0.00002254 mg/L 68 19 -140 17 52 Dieldrin 0.0000333 0.00002450 mg/L 74 36 -146 1 49 Endosulfan I 0.0000333 0.00002342 mg/L 70 45 -153 2 28 Endosulfan II 0.0000333 0.00002456 mg/L 74 1-202 1 53 Endosulfan sulfate 0.0000333 0.00002427 mg/L 73 26 -144 1 38 Endrin 0.0000333 0.00002410 mg/L 72 30 -147 1 48 Endrin aldehyde 0.0000333 0.00002438 J mg/L 73 50 -135 1 25 Endrin ketone 0.0000333 0.00002493 mg/L 75 60 -140 2 30 gamma-Chlordane 0.0000333 0.00002188 mg/L 66 45 -140 2 35 gamma-BHC (Lindane)0.0000333 0.00002321 mg/L 70 32 -140 1 39 Heptachlor 0.0000333 0.00002778 mg/L 83 34 -140 21 43 Heptachlor epoxide 0.0000333 0.00002512 mg/L 75 37 -142 6 26 Methoxychlor 0.0000333 0.00002326 mg/L 70 50 -135 0 25 Tetrachloro-m-xylene (Surr)20 -139 Surrogate 61 LCSD LCSD Qualifier Limits%Recovery 83DCB Decachlorobiphenyl (Surr)20 -154 Method: 608.3 - Polychlorinated Biphenyls (PCBs) (GC) Client Sample ID: Method BlankLab Sample ID: MB 570-481537/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 482222 Prep Batch: 481537 RL MDL Aroclor-1016 ND 0.000067 0.000043 mg/L 09/17/24 05:15 09/18/24 15:50 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.0000430.000067 mg/L 09/17/24 05:15 09/18/24 15:50 1Aroclor-1221 ND 0.0000430.000067 mg/L 09/17/24 05:15 09/18/24 15:50 1Aroclor-1232 ND 0.0000430.000067 mg/L 09/17/24 05:15 09/18/24 15:50 1Aroclor-1242 ND 0.0000430.000067 mg/L 09/17/24 05:15 09/18/24 15:50 1Aroclor-1248 ND 0.0000520.000067 mg/L 09/17/24 05:15 09/18/24 15:50 1Aroclor-1254 ND 0.0000520.000067 mg/L 09/17/24 05:15 09/18/24 15:50 1Aroclor-1260 Eurofins Calscience Page 30 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 608.3 - Polychlorinated Biphenyls (PCBs) (GC) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-481537/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 482222 Prep Batch: 481537 Tetrachloro-m-xylene (Surr)75 20-139 09/18/24 15:50 1 MB MB Surrogate 09/17/24 05:15 Dil FacPrepared AnalyzedQualifier Limits%Recovery 89 09/17/24 05:15 09/18/24 15:50 1DCB Decachlorobiphenyl (Surr)20-154 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-481537/4-A Matrix: Water Prep Type: Total/NA Analysis Batch: 482222 Prep Batch: 481537 Aroclor-1016 0.000133 0.0001864 mg/L 140 50 -140 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Aroclor-1260 0.000133 0.0002337 *+ mg/L 175 8-140 Tetrachloro-m-xylene (Surr)20 -139 Surrogate 57 LCS LCS Qualifier Limits%Recovery 95DCB Decachlorobiphenyl (Surr)20 -154 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-481537/5-A Matrix: Water Prep Type: Total/NA Analysis Batch: 482222 Prep Batch: 481537 Aroclor-1016 0.000133 0.0001819 mg/L 136 50 -140 2 36 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Aroclor-1260 0.000133 0.0002102 *+ mg/L 158 8-140 11 38 Tetrachloro-m-xylene (Surr)20 -139 Surrogate 60 LCSD LCSD Qualifier Limits%Recovery 91DCB Decachlorobiphenyl (Surr)20 -154 Method: 6010B - Metals (ICP) Client Sample ID: Method BlankLab Sample ID: MB 570-481166/1-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 481454 Prep Batch: 481166 RL MDL Arsenic ND 0.100 0.0199 mg/L 09/16/24 09:33 09/16/24 15:03 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.003880.500 mg/L 09/16/24 09:33 09/16/24 15:03 1Boron ND 0.0006200.0100 mg/L 09/16/24 09:33 09/16/24 15:03 1Cadmium ND 0.002960.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Chromium ND 0.002690.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Copper ND 0.01310.500 mg/L 09/16/24 09:33 09/16/24 15:03 1Iron ND 0.005270.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Lead ND 0.001340.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Manganese ND 0.003910.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Molybdenum ND 0.003070.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Nickel ND 0.01620.0500 mg/L 09/16/24 09:33 09/16/24 15:03 1Selenium ND 0.002590.0100 mg/L 09/16/24 09:33 09/16/24 15:03 1Silver ND 0.01330.250 mg/L 09/16/24 09:33 09/16/24 15:03 1Zinc Eurofins Calscience Page 31 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 6010B - Metals (ICP) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-481166/2-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 481454 Prep Batch: 481166 Arsenic 0.500 0.5005 mg/L 100 80 -120 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Boron 0.500 0.5074 mg/L 101 80 -120 Cadmium 0.500 0.5139 mg/L 103 80 -120 Chromium 0.500 0.5161 mg/L 103 80 -120 Copper 0.500 0.5129 mg/L 103 80 -120 Iron 0.500 0.5200 mg/L 104 80 -120 Lead 0.500 0.5166 mg/L 103 80 -120 Manganese 0.500 0.5191 mg/L 104 80 -120 Molybdenum 0.500 0.5102 mg/L 102 80 -120 Nickel 0.500 0.5245 mg/L 105 80 -120 Selenium 0.500 0.4820 mg/L 96 80 -120 Silver 0.250 0.2514 mg/L 101 80 -120 Zinc 0.500 0.5106 mg/L 102 80 -120 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-481166/3-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 481454 Prep Batch: 481166 Arsenic 0.500 0.4694 mg/L 94 80 -120 6 20 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Boron 0.500 0.4772 J mg/L 95 80 -120 6 20 Cadmium 0.500 0.4836 mg/L 97 80 -120 6 20 Chromium 0.500 0.4835 mg/L 97 80 -120 7 20 Copper 0.500 0.4822 mg/L 96 80 -120 6 20 Iron 0.500 0.4938 J mg/L 99 80 -120 5 20 Lead 0.500 0.4848 mg/L 97 80 -120 6 20 Manganese 0.500 0.4881 mg/L 98 80 -120 6 20 Molybdenum 0.500 0.4826 mg/L 97 80 -120 6 20 Nickel 0.500 0.4915 mg/L 98 80 -120 6 20 Selenium 0.500 0.4604 mg/L 92 80 -120 5 20 Silver 0.250 0.2366 mg/L 95 80 -120 6 20 Zinc 0.500 0.4790 mg/L 96 80 -120 6 20 Method: 7470A - Mercury (CVAA) Client Sample ID: Method BlankLab Sample ID: MB 570-481286/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481331 Prep Batch: 481286 RL MDL Mercury ND 0.000200 0.000124 mg/L 09/16/24 12:35 09/16/24 16:00 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-481286/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481331 Prep Batch: 481286 Mercury 0.00800 0.007434 mg/L 93 80 -120 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Eurofins Calscience Page 32 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: 7470A - Mercury (CVAA) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-481286/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481331 Prep Batch: 481286 Mercury 0.00800 0.007397 mg/L 92 80 -120 1 10 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Method: 1664B - HEM and SGT-HEM Client Sample ID: Method BlankLab Sample ID: MB 570-481199/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481335 Prep Batch: 481199 RL MDL HEM: Oil and Grease ND 1.00 0.510 mg/L 09/16/24 10:01 09/16/24 13:41 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.6361.00 mg/L 09/16/24 10:01 09/16/24 13:41 1HEM-SGT: Oil and Grease Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-481199/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481335 Prep Batch: 481199 HEM: Oil and Grease 40.0 32.20 mg/L 81 78 -114 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits HEM-SGT: Oil and Grease 20.0 13.40 mg/L 67 64 -132 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-481199/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 481335 Prep Batch: 481199 HEM: Oil and Grease 40.0 36.00 mg/L 90 78 -114 11 18 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD HEM-SGT: Oil and Grease 20.0 13.70 mg/L 69 64 -132 2 34 Method: SM 2540D - Solids, Total Suspended (TSS) Client Sample ID: Method BlankLab Sample ID: MB 570-480511/1 Matrix: Water Prep Type: Total/NA Analysis Batch: 480511 RL MDL Total Suspended Solids ND 1.00 0.800 mg/L 09/13/24 09:55 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480511/2 Matrix: Water Prep Type: Total/NA Analysis Batch: 480511 Total Suspended Solids 100 90.00 mg/L 90 77 -116 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-480511/3 Matrix: Water Prep Type: Total/NA Analysis Batch: 480511 Total Suspended Solids 100 98.00 mg/L 98 77 -116 9 10 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Eurofins Calscience Page 33 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method: SM 2540D - Solids, Total Suspended (TSS) (Continued) Client Sample ID: MW-1Lab Sample ID: 570-198822-1 DU Matrix: Water Prep Type: Total/NA Analysis Batch: 480511 Total Suspended Solids 5060 4570 mg/L 10 10 Analyte DU DU DUnitResult Qualifier Sample Result Sample Qualifier LimitRPD RPD Method: SM 5210B - BOD, 5-Day Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-480311/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 482344 Prep Batch: 480311 Biochemical Oxygen Demand 199 204.7 mg/L 103 84.6 -115. 4 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Method BlankLab Sample ID: USB 570-482344/1 Matrix: Water Prep Type: Total/NA Analysis Batch: 482344 RL MDL Biochemical Oxygen Demand ND 2.00 1.00 mg/L 09/17/24 19:09 1 USB USB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Eurofins Calscience Page 34 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Association Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 GC/MS VOA Analysis Batch: 480253 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 624.1570-198822-1 MW-1 Total/NA Water 624.1MB 570-480253/5 Method Blank Total/NA Water 624.1LCS 570-480253/1002 Lab Control Sample Total/NA Water 624.1LCSD 570-480253/3 Lab Control Sample Dup Total/NA GC/MS Semi VOA Prep Batch: 480372 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 625.1570-198822-1 MW-1 Total/NA Water 625.1MB 570-480372/1-A Method Blank Total/NA Water 625.1LCS 570-480372/2-A Lab Control Sample Total/NA Water 625.1LCSD 570-480372/3-A Lab Control Sample Dup Total/NA Analysis Batch: 481184 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 625.1 480372570-198822-1 MW-1 Total/NA Water 625.1 480372MB 570-480372/1-A Method Blank Total/NA Water 625.1 480372LCS 570-480372/2-A Lab Control Sample Total/NA Water 625.1 480372LCSD 570-480372/3-A Lab Control Sample Dup Total/NA GC Semi VOA Analysis Batch: 481489 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 481537MB 570-481537/1-A Method Blank Total/NA Water 608.3 481537LCS 570-481537/2-A Lab Control Sample Total/NA Water 608.3 481537LCSD 570-481537/3-A Lab Control Sample Dup Total/NA Prep Batch: 481537 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608570-198822-1 MW-1 Total/NA Water 608MB 570-481537/1-A Method Blank Total/NA Water 608LCS 570-481537/2-A Lab Control Sample Total/NA Water 608LCS 570-481537/4-A Lab Control Sample Total/NA Water 608LCSD 570-481537/3-A Lab Control Sample Dup Total/NA Water 608LCSD 570-481537/5-A Lab Control Sample Dup Total/NA Analysis Batch: 481970 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 481537570-198822-1 MW-1 Total/NA Water 608.3 481537570-198822-1 MW-1 Total/NA Analysis Batch: 482222 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 481537570-198822-1 MW-1 Total/NA Water 608.3 481537MB 570-481537/1-A Method Blank Total/NA Water 608.3 481537LCS 570-481537/4-A Lab Control Sample Total/NA Water 608.3 481537LCSD 570-481537/5-A Lab Control Sample Dup Total/NA Eurofins Calscience Page 35 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Association Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Metals Prep Batch: 481166 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 3005A570-198822-1 MW-1 Total Recoverable Water 3005AMB 570-481166/1-A Method Blank Total Recoverable Water 3005ALCS 570-481166/2-A Lab Control Sample Total Recoverable Water 3005ALCSD 570-481166/3-A Lab Control Sample Dup Total Recoverable Prep Batch: 481286 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A570-198822-1 MW-1 Total/NA Water 7470AMB 570-481286/1-A Method Blank Total/NA Water 7470ALCS 570-481286/2-A Lab Control Sample Total/NA Water 7470ALCSD 570-481286/3-A Lab Control Sample Dup Total/NA Analysis Batch: 481331 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A 481286570-198822-1 MW-1 Total/NA Water 7470A 481286MB 570-481286/1-A Method Blank Total/NA Water 7470A 481286LCS 570-481286/2-A Lab Control Sample Total/NA Water 7470A 481286LCSD 570-481286/3-A Lab Control Sample Dup Total/NA Analysis Batch: 481454 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 6010B 481166570-198822-1 MW-1 Total Recoverable Water 6010B 481166MB 570-481166/1-A Method Blank Total Recoverable Water 6010B 481166LCS 570-481166/2-A Lab Control Sample Total Recoverable Water 6010B 481166LCSD 570-481166/3-A Lab Control Sample Dup Total Recoverable General Chemistry Prep Batch: 480311 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water BOD Prep570-198822-1 MW-1 Total/NA Water BOD PrepLCS 570-480311/3-A Lab Control Sample Total/NA Analysis Batch: 480511 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 2540D570-198822-1 MW-1 Total/NA Water SM 2540DMB 570-480511/1 Method Blank Total/NA Water SM 2540DLCS 570-480511/2 Lab Control Sample Total/NA Water SM 2540DLCSD 570-480511/3 Lab Control Sample Dup Total/NA Water SM 2540D570-198822-1 DU MW-1 Total/NA Prep Batch: 481199 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664B570-198822-1 MW-1 Total/NA Water 1664BMB 570-481199/1-A Method Blank Total/NA Water 1664BLCS 570-481199/2-A Lab Control Sample Total/NA Water 1664BLCSD 570-481199/3-A Lab Control Sample Dup Total/NA Analysis Batch: 481335 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664B 481199570-198822-1 MW-1 Total/NA Eurofins Calscience Page 36 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Association Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 General Chemistry (Continued) Analysis Batch: 481335 (Continued) Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664B 481199MB 570-481199/1-A Method Blank Total/NA Water 1664B 481199LCS 570-481199/2-A Lab Control Sample Total/NA Water 1664B 481199LCSD 570-481199/3-A Lab Control Sample Dup Total/NA Analysis Batch: 482344 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 5210B 480311570-198822-1 MW-1 Total/NA Water SM 5210BUSB 570-482344/1 Method Blank Total/NA Water SM 5210B 480311LCS 570-480311/3-A Lab Control Sample Total/NA Eurofins Calscience Page 37 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Lab Chronicle Client: Atlas Engineering West, Inc.Job ID: 570-198822-1 Project/Site: Cannon St Lift Station, No. 24-05861 Client Sample ID: MW-1 Lab Sample ID: 570-198822-1 Matrix: WaterDate Collected: 09/11/24 08:40 Date Received: 09/12/24 18:00 Analysis 624.1 PT09/13/24 02:571 EET CAL 4480253 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 5 mL 5 mL Instrument ID: GCMSQQ Prep 625.1 480372 09/13/24 05:17 H1SH EET CAL 4Total/NA 1044.7 mL 2 mL Analysis 625.1 1 481184 09/16/24 19:56 CG EET CAL 4Total/NA 1 mL 1 mL GCMSCCCInstrument ID: Prep 608 481537 09/17/24 05:15 H1SH EET CAL 4Total/NA 1042.7 mL 1 mL Analysis 608.3 1 481970 09/18/24 12:53 N5Y3 EET CAL 4Total/NA 1 mL 1 mL GC54AInstrument ID: Prep 608 481537 09/17/24 05:15 H1SH EET CAL 4Total/NA 1042.7 mL 1 mL Analysis 608.3 10 481970 09/18/24 14:18 N5Y3 EET CAL 4Total/NA 1 mL 1 mL GC54AInstrument ID: Prep 608 481537 09/17/24 05:15 H1SH EET CAL 4Total/NA 1042.7 mL 1 mL Analysis 608.3 1 482222 09/18/24 16:44 P2HW EET CAL 4Total/NA 1 mL 1 mL GC64AInstrument ID: Prep 3005A 481166 09/16/24 09:33 JP8N EET CAL 4Total Recoverable 50 mL 50 mL Analysis 6010B 1 481454 09/16/24 17:20 P1R EET CAL 4Total Recoverable 1.0 mL 1.0 mL ICP11Instrument ID: Prep 7470A 481286 09/16/24 12:35 VCN7 EET CAL 4Total/NA 25 mL 50 mL Analysis 7470A 1 481331 09/16/24 16:39 RL6Q EET CAL 4Total/NA HG9Instrument ID: Prep 1664B 481199 09/16/24 10:01 S7HP EET CAL 4Total/NA 1054 mL 1000 mL Analysis 1664B 1 481335 09/16/24 13:41 B8AH EET CAL 4Total/NA NO EQUIQInstrument ID: Analysis SM 2540D 1 480511 09/13/24 09:55 DL2G EET CAL 4Total/NA 10 mL 1000 mL NOEQUIPInstrument ID: Prep BOD Prep 480311 09/12/24 21:14 UT9T EET CAL 4Total/NA Analysis SM 5210B 1 482344 09/17/24 19:38 U7UR EET CAL 4Total/NA 300 mL 80 mL BOD3Instrument ID: Laboratory References: EET CAL 4 = Eurofins Calscience Tustin, 2841 Dow Avenue, Tustin, CA 92780, TEL (714)895-5494 Eurofins Calscience Page 38 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Accreditation/Certification Summary Client: Atlas Engineering West, Inc.Job ID: 570-198822-1 Project/Site: Cannon St Lift Station, No. 24-05861 Laboratory: Eurofins Calscience Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below. Authority Program Identification Number Expiration Date California State 3082 07-31-26 The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not offer certification. Analysis Method Prep Method Matrix Analyte 608.3 608 Water alpha-Chlordane 608.3 608 Water Endrin ketone 608.3 608 Water gamma-Chlordane 624.1 Water 1,1,1,2-Tetrachloroethane 624.1 Water 1,1,2-Trichloro-1,2,2-trifluoroethane 624.1 Water 1,1-Dichloropropene 624.1 Water 1,2,3-Trichlorobenzene 624.1 Water 1,2,3-Trichloropropane 624.1 Water 1,2,4-Trichlorobenzene 624.1 Water 1,2,4-Trimethylbenzene 624.1 Water 1,2-Dibromo-3-Chloropropane 624.1 Water 1,2-Dibromoethane 624.1 Water 1,3,5-Trimethylbenzene 624.1 Water 1,3-Dichloropropane 624.1 Water 2,2-Dichloropropane 624.1 Water 2-Chlorotoluene 624.1 Water 2-Hexanone 624.1 Water 4-Chlorotoluene 624.1 Water Bromobenzene 624.1 Water Bromochloromethane 624.1 Water Carbon disulfide 624.1 Water cis-1,2-Dichloroethene 624.1 Water Dibromomethane 624.1 Water Dichlorodifluoromethane 624.1 Water Di-isopropyl ether (DIPE) 624.1 Water Ethyl-t-butyl ether (ETBE) 624.1 Water Hexachloro-1,3-butadiene 624.1 Water Isopropanol 624.1 Water Isopropylbenzene 624.1 Water Methyl-t-Butyl Ether (MTBE) 624.1 Water Naphthalene 624.1 Water n-Butylbenzene 624.1 Water N-Propylbenzene 624.1 Water p-Isopropyltoluene 624.1 Water sec-Butylbenzene 624.1 Water Styrene 624.1 Water Tert-amyl-methyl ether (TAME) 624.1 Water tert-Butylbenzene 624.1 Water Vinyl acetate Eurofins Calscience Page 39 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Method Summary Job ID: 570-198822-1Client: Atlas Engineering West, Inc. Project/Site: Cannon St Lift Station, No. 24-05861 Method Method Description LaboratoryProtocol EPA624.1 Volatile Organic Compounds (GC/MS)EET CAL 4 EPA625.1 Semivolatile Organic Compounds (GC/MS)EET CAL 4 EPA608.3 Organochlorine Pesticides in Water EET CAL 4 EPA608.3 Polychlorinated Biphenyls (PCBs) (GC)EET CAL 4 SW8466010BMetals (ICP)EET CAL 4 SW8467470AMercury (CVAA)EET CAL 4 1664B1664BHEM and SGT-HEM EET CAL 4 SMSM 2540D Solids, Total Suspended (TSS)EET CAL 4 SMSM 5210B BOD, 5-Day EET CAL 4 1664B1664BHEM and SGT-HEM (Aqueous)EET CAL 4 SW8463005APreparation, Total Recoverable or Dissolved Metals EET CAL 4 EPA608Liquid-Liquid Extraction (Separatory Funnel)EET CAL 4 40CFR136A625.1 Liquid-Liquid Extraction EET CAL 4 SW8467470APreparation, Mercury EET CAL 4 SMBOD Prep Preparation, BOD EET CAL 4 Protocol References: 1664B = EPA-821-98-002 40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and subsequent revisions. EPA = US Environmental Protection Agency SM = "Standard Methods For The Examination Of Water And Wastewater" SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: EET CAL 4 = Eurofins Calscience Tustin, 2841 Dow Avenue, Tustin, CA 92780, TEL (714)895-5494 Eurofins Calscience Page 40 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Sample Summary Client: Atlas Engineering West, Inc.Job ID: 570-198822-1 Project/Site: Cannon St Lift Station, No. 24-05861 Lab Sample ID Client Sample ID Matrix Collected Received 570-198822-1 MW-1 Water 09/11/24 08:40 09/12/24 18:00 Eurofins CalsciencePage 41 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Page 42 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Login Sample Receipt Checklist Client: Atlas Engineering West, Inc.Job Number: 570-198822-1 Login Number: 198822 Question Answer Comment Creator: Nguyen, Jenny List Source: Eurofins Calscience List Number: 1 N/ARadioactivity wasn't checked or is </= background as measured by a survey meter. TrueThe cooler's custody seal, if present, is intact. TrueSample custody seals, if present, are intact. TrueThe cooler or samples do not appear to have been compromised or tampered with. TrueSamples were received on ice. TrueCooler Temperature is acceptable. TrueCooler Temperature is recorded. TrueCOC is present. TrueCOC is filled out in ink and legible. TrueCOC is filled out with all pertinent information. TrueIs the Field Sampler's name present on COC? TrueThere are no discrepancies between the containers received and the COC. TrueSamples are received within Holding Time (excluding tests with immediate HTs) TrueSample containers have legible labels. TrueContainers are not broken or leaking. TrueSample collection date/times are provided. TrueAppropriate sample containers are used. TrueSample bottles are completely filled. TrueSample Preservation Verified. TrueThere is sufficient vol. for all requested analyses, incl. any requested MS/MSDs TrueContainers requiring zero headspace have no headspace or bubble is <6mm (1/4"). TrueMultiphasic samples are not present. TrueSamples do not require splitting or compositing. N/AResidual Chlorine Checked. Eurofins Calscience Page 43 of 43 9/19/2024 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Public Works Contract Administration 1635 Faraday Avenue Carlsbad, CA 92008 760-602-4677 t October 21, 2024 ADDENDUM NO. 2 RE: CANNON LIFT STATION IMPROVEMENTS BID NO. PWS25-3495UTIL Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. Please note change in date for the above-mentioned bid. New date for bid opening is: November 5, 2024 Time remains the same: 11 a.m. This addendum--receipt acknowledged--must be attached to your Request for Bid when your bid is submitted. GRAHAM JORDAN Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 2 __________________________________ Bidder's Signature Contract No. 5552 – PWS25-3495UTIL 1 Addendum No. 2 CITY OF CARLSBAD CANNON LIFT STATION IMPROVEMENTS Contract No. 5552 Bid No. PWS25-3495UTIL Addendum No. 2 From: Graham Jordan, Contract Administrator Phone: 442-339-2462 graham.jordan@carlsbadca.gov No. of Pages: 1 page Date: October 21, 2024 Bid Opening Date: November 5, 2024 - 11 a.m. NOTICE: This Addendum forms a part of the Contract Documents for the above identified project and modifies portions of the original Contract Specifications and/or Plans. Documents not specifically mentioned in this Addendum remain in full force. Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject bidder to disqualification. Please note change in bid opening date for the above-mentioned bid. New date and time for bid opening is: Tuesday, November 5, 2024, 11 a.m. MODIFICATIONS, DELETIONS, AND ADDITIONS TO THE NOTICE INVITING BIDS ITEM NO. 1: DUE DATE Change the due date wherever it is referenced in the Request for Bids to November 5, 2024, at 11 a.m. Revised 6/15/17 Contract No. 5552 Page 45 of 138 GENERAL PROVISIONS FOR CANNON LIFT STATION IMPROVEMENTS CONTRACT NO. 5552 CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS. Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words “shown”, “indicated”, “detailed”, “noted”, “scheduled”, or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words “directed”, “designated”, “selected”, or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word “required” and words of similar import shall be understood to mean “as required to properly complete the work as required and as approved by the Engineer,” unless stated otherwise. 1-1.3 Equals and Approvals. Where the words “equal”, “approved equal”, “equivalent”, and such words of similar import are used, it shall be understood such words are followed by the expression “in the opinion of the Engineer”, unless otherwise stated. Where the words “approved”, “approval”, “acceptance”, or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word “perform” shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete and in-place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Revised 6/15/17 Contract No. 5552 Page 46 of 138 Addendum – Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency – The City of Carlsbad, California. Agreement – See Contract. Assessment Act Contract – A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Average Sound Level – The level, in decibels, of the mean-square A-weighted sound pressure during a stated time period, with reference to the square of the standard reference sound pressure of 20 micropascals. The "average sound level" is equivalent to the industry standard Leq. See Equivalent Continuous Sound Level. Base – A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board – The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District. Bond – Bid, performance, and payment bond or other instrument of security. Caltrans – The State of California, Department of Transportation. Cash Contract – A Contract financed by means other than special assessments. Certificate of Compliance – A written document signed and submitted by a supplier or manufacturer that certifies that the material or assembled material supplied to the Work site conforms to the requirements of the Contract Documents. Change Order – A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code – The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager– the Project Inspector’s immediate supervisor and first level of appeal for informal dispute resolution. Contract – The written agreement between the Agency and the Contractor covering the Work. Revised 6/15/17 Contract No. 5552 Page 47 of 138 Contract Documents – Including but not limited to; the Contract, any Addendum (which pertain to the Contract Documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Contractor – The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term “prime contractor” shall mean Contractor. Contract Time - The number of Working Days to complete the Work as specified in the Contract Documents. Contract Price – The total amount of money for which the Contract is awarded. Contract Unit Price – The amount stated in the Bid for a single unit of an item of work. County Sealer – The Sealer of Weights and Measures of the county in which the Contract is let. Critical Path – In the construction schedule, the sequence of activities that represents the longest path through the Project network of activities and the shortest possible Project duration. Days – Days shall mean consecutive calendar’s days unless otherwise specified. Decibel – A unit for measuring the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micropascals. Defective Work - Work that does not conform to the requirements of the Contract Documents. Deputy City Engineer – The Engineering Manager of the Construction Management & Inspection Department, the Construction Manager’s immediate supervisor and the Engineer’s designated representative. The Deputy City Engineer is the second level of appeal for informal dispute resolution. Dispute Board – Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution. Disputed Work – Work in which the Agency and the Contractor are in disagreement. Electrolier – Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. Revised 6/15/17 Contract No. 5552 Page 48 of 138 Engineer – The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Engineer of Record/Design Engineer – A registered professional engineer licensed in the State of California who is qualified to act as an agent of a project owner or to prepare plans for facilities to be accepted by the City of Carlsbad. The term includes persons licensed in the State of California as Civil Engineers or Structural Engineers. Equivalent Continuous Sound Level (Leq) – The average sound level which, over a given period of time, has the same total energy as the fluctuating noise and is also known as the time- average sound level. Extra Work – New or unforeseen work not covered by a Contract Unit Price or Stipulated Unit Price. Float – The number of days by which an activity in the construction schedule may be delayed from either its earliest start date or earliest completion date without extending the Contract Time (total float). Total float belongs to the Project and to any Party to accommodate changes in the Work or to mitigate the effect of events which may delay completion. Holiday – Holidays and the days observed are listed below. If a holiday falls on a Saturday, the holiday is observed on the preceding Friday. If the holiday falls on a Sunday, it is observed the following Monday. Unless specified otherwise in the Contract Documents or authorized by the Engineer, do not work on holidays. New Year’s Day January 1 Martin Luther King Day 3rd Monday in January Presidents’ Day 3rd Monday in February Memorial Day Last Monday in May Independence Day July 4 Labor Day 1st Monday in September Indigenous People’s Day 2nd Monday in October Veteran’s Day November 11 Thanksgiving Day 4th Thursday in November Thanksgiving Friday Day after Thanksgiving Christmas Day December 25 House Connection Sewer – A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer – A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Luminaire – The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item – a single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Revised 6/15/17 Contract No. 5552 Page 49 of 138 Modification – Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Night Work – See Working Night. Notice of Award – The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed – A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization - When used in Sections 2-3.1 and 2-3.2 – Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. Further, “own organization” means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Sections 2-3.1 and 2-3.2. Person – Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans – The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract – Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector – the Engineer’s designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal – See Bid. Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway – The portion of a street reserved for vehicular use. Service Connection – Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Sewer – Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Revised 6/15/17 Contract No. 5552 Page 50 of 138 Shop Drawings – Drawings showing the details of manufactured or assembled products proposed to be incorporated into the Work. Sound Level – The weighted sound pressure level obtained using a sound level meter and frequency weighting network as provided in the American National Standards Institute (ANSI) specifications for sound level meters. "Sound level" means the same as "noise level." Special Provisions – Revisions to the Standard Specifications setting forth conditions and requirements peculiar to the Work. Specifications – General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. Standard – The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. Standard Plans – Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications – The Standard Specifications for Public Works Construction (SSPWC), the “Greenbook”. State – State of California. Stipulated Unit Price – Unit prices established by the Agency in the Contract Documents. Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm water. Street – Any road, highway, parkway, freeway, alley, walk, or way. Subbase – A layer of specified material of planned thickness between a base and the subgrade. Subcontractor – An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade – For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement – A written amendment of the Contract Documents signed by both parties. Revised 6/15/17 Contract No. 5552 Page 51 of 138 Supplemental Provisions – See Special Provisions. Surety – Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Tonne – Also referred to as “metric ton”. Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility – Tracks, overhead or underground wires, pipelines, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or easement. Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. Working Drawings – Drawings showing the details not shown on the Plans which are required to be designed by the Contractor. Working Night – A period of night-time work, allowed only on Sunday through Thursday, excluding holidays. 1-3 ABBREVIATIONS. 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the “Manual of Steel Construction” published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words Abbreviation Word or Words ABAN .............................................................Abandon ABAND .......................................................Abandoned ABS ........................ Acrylonitrile – butadiene – styrene AC .................................................... Asphalt Concrete ACP ........................................... Asbestos cement pipe ACWS ..................... Asphalt concrete wearing surface ALT ................................................................Alternate APTS ................................. Apartment and Apartments AMER STD ................................... American Standard AWG ............... American Wire Gage (nonferrous wire) BC .................................................. Beginning of curve BCR ....................................... Beginning of curb return BDRY ............................................................Boundary BF ..................................................... Bottom of footing BLDG ........................................ Building and Buildings BM .............................................................. Benchmark BVC .................................... Beginning of vertical curve B/W ........................................................... Back of wall C/C ..................................................... Center to center CAB ...................................... Crushed aggregate base CAL/OSHA ............ California Occupational Safety and Health Administration CalTrans ....... California Department of Transportation CAP .................................... Corrugated aluminum pipe CB ............................................................. Catch Basin Cb ........................................................................ Curb CBP ............................... Catch Basin Connection Pipe CBR ....................................... California Bearing Ratio CCR ............................ California Code of Regulations CCTV ............................................... Closed Circuit TV CES .......................... Carlsbad Engineering Standards CF ................................................................ Curb face CF ................................................................ Cubic foot C&G .................................................... Curb and gutter CFR ................................ Code of Federal Regulations CFS ......................................... Cubic Feet per Second CIP ......................................................... Cast iron pipe CIPP ................................................ Cast-in place pipe CL ............................................. Clearance, center line CLF .................................................... Chain link fence Revised 6/15/17 Contract No. 5552 Page 52 of 138 CMB ............................... Crushed miscellaneous base CMC ......................................... Cement mortar-coated CML ............................................ Cement mortar-lined CMWD .................... Carlsbad Municipal Water District CO .................................................... Cleanout (Sewer) COL ..................................................................Column COMM ....................................................... Commercial CONC ........................................................... Concrete CONN ........................................................ Connection CONST .................................. Construct, Construction COORD ...................................................... Coordinate CSP ............................................ Corrugated steel pipe CSD ............................... Carlsbad Standard Drawings CTB ............................................ Cement treated base CV ............................................................ Check valve CY ............................................................... Cubic yard D .............................................................. Load of pipe dB ................................................................... Decibels DBL .................................................................. Double DF ............................................................... Douglas fir DIA ................................................................ Diameter DIP ..................................................... Ductile iron pipe DL ................................................................Dead load DR ...................................................... Dimension Ratio DT .................................................................Drain Tile DWG ............................................................... Drawing DWY .............................................................. Driveway DWY APPR ................................... Driveway approach E ....................................................................... Electric EA ........................................................................ Each EC ............................................................ End of curve ECR ................................................ End of curb return EF ................................................................ Each face EG ......................................................... Edge of gutter EGL .................................................. Energy grade line EI ................................................................... Elevation ELC ..................................... Electrolier lighting conduit ELT ........................................................ Extra long ton ENGR ....................................... Engineer, Engineering EP ................................................... Edge of pavement ESMT ........................................................... Easement ETB .......................................... Emulsion-treated base EVC ............................................... End of vertical curb EWA ............................... Encina Wastewater Authority EXC ............................................................ Excavation EXP JT ................................................. Expansion joint EXST ............................................................... Existing F .................................................................. Fahrenheit F&C ................................................... Frame and cover F&I .................................................. Furnish and install FAB ............................................................... Fabricate FAS ............................................... Flashing arrow sign FD ............................................................... Floor drain FDN ............................................................ Foundation FED SPEC ................................. Federal Specification FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL ................................................................... Flow line FS ...................................................... Finished surface FT-LB .........................................................Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge GAL ............................................... Gallon and Gallons GALV ......................................................... Galvanized GAR ........................................... Garage and Garages GIP .............................................. Galvanized iron pipe GL ........................................ Ground line or grade line GM .............................................................. Gas meter GNV ............................................... Ground Not Visible GP ..................................................................Guy pole GPM ................................................ gallons per minute GR ...................................................................... Grade GRTG ............................................................... Grating GSP ........................................... Galvanized steel pipe H ............................................................ High or height HB .................................................................. Hose bib HC ................................................... House connection HDWL ........................................................... Headwall HGL .............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas HPS ................................ High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ......................................................... Invert Elevation ID ........................................................ Inside diameter INCL ...............................................................Including INSP .............................................................Inspection INV ...................................................................... Invert IP .................................................................... Iron pipe JC ..................................................... Junction chamber JCT .................................................................Junction JS ..................................................... Junction structure JT ......................................................................... Joint L ........................................................................ Length LAB ............................................................. Laboratory LAT ................................................................... Lateral LB ...................................................................... Pound LD ..................................................... Local depression LF ................................................................ Linear foot LH ............................................................... Lamp hole LL ...................................................................Live load LOL .............................................................Layout line LONG ........................................................Longitudinal LP ................................................................ Lamp post LPS ................................. Low pressure sodium (Light) LS ................................................................ Lump sum LTS .................................................... Lime treated soil LWD ............................... Leucadia Wastewater District MAINT ..................................................... Maintenance MAX ............................................................. Maximum MCR ............................................ Middle of curb return MEAS ............................................................. Measure MH ................................... Manhole, maintenance hole MIL SPEC .................................... Military specification MISC ..................................................... Miscellaneous MOD ................................................... Modified, modify MON ............................................................ Monument MS4 ............. Municipal Separate Storm Sewer System MSL .. Mean Sea Level (Reg. Standard Drawing M-12) MTBM ......................... Microtunneling Boring Machine MULT ...............................................................Multiple MUTCD .....Manual on Uniform Traffic Control Devices MVL ............................................... Mercury vapor light Revised 6/15/17 Contract No. 5552 Page 53 of 138 NCTD .............................. North County Transit District NOI ....................................................... Notice of Intent NOT ........................................... Notice of Termination NRCP .............................. Nonreinforced concrete pipe OBS ...............................................................Obsolete OC ................................................................ On center OD ..................................................... Outside diameter OE .............................................................. Outer edge OHE ................................................ Overhead Electric OMWD ................. Olivenhain Municipal Water District OPP ...............................................................Opposite ORIG ................................................................Original PB ................................................................... Pull box PC .................................................... Point of curvature PCC ....................... Portland cement concrete or point of compound curvature PCVC ....................... Point of compound vertical curve PE ........................................................... Polyethylene PI .................................................. Point of intersection PL ............................................................. Property line PMB ............................ Processed miscellaneous base POC ...................................................... Point on curve POT .................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC .................................................. Polyvinyl chloride PVMT ........................................................... Pavement PVT R/W ....................................... Private right-of-way Q ........................ Rate of flow in cubic feet per second QUAD ....................................... Quadrangle, Quadrant R ....................................................................... Radius R&O ......................................................... Rock and oil R/W .......................................................... Right-of-way RA ...................................................... Recycling agent RAC ................................... Recycled asphalt concrete RAP ................................ Reclaimed asphalt pavement RBAC ............................. Rubberized asphalt concrete RC ................................................ Reinforced concrete RCB ...................................... Reinforced concrete box RCE ...................................... Registered civil engineer RCP ..................................... Reinforced concrete pipe RCV ........................................... Remote control valve REF ............................................................. Reference REINF ..............................Reinforced or reinforcement RES ...............................................................Reservoir RGE ........................ Registered geotechnical engineer ROW ....................................................... Right-of-Way RR ...................................................................Railroad RSE .............................. Registered structural engineer RTE .................................... Registered traffic engineer S .................................... Sewer or Slope, as applicable SCCP ............................... Steel cylinder concrete pipe SD ............................................................. Storm drain SDNR .............................. San Diego Northern Railway SDR ....... Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness) SDRSD ......... San Diego Regional Standard Drawings SE ...................................................... Sand Equivalent SEC .................................................................. Section SF ............................................................. Square foot SFM ................................................ Sewer Force Main SI ....................... International System of Units (Metric) SPEC ..................................................... Specifications SPPWC .......................................... Standard Plans for Public Works Construction SSPWC ............................. Standard Specifications for Public Works Construction ST HWY ................................................ State highway STA ................................................................... Station STD ............................................................... Standard STR ..................................................................Straight STR GR ................................................ Straight grade STRUC .......................................... Structural/Structure SW .................................................................Sidewalk SWD ...................................................... Sidewalk drain SY ............................................................ Square yard T .................................................................. Telephone TAN ................................................................. Tangent TC .............................................................. Top of curb TEL ............................................................. Telephone TF ........................................................... Top of footing TOPO ........................................................ Topography TR ........................................................................ Tract TRANS ......................................................... Transition TS ......................... Traffic signal or transition structure TSC ............................................. Traffic signal conduit TSS ........................................... Traffic signal standard TW ..............................................................Top of wall TYP .................................................................. Typical UE .............................................. Underground Electric USA .................................... Underground Service Alert VAR ..................................................... Varies, Variable VB ................................................................ Valve box VC .......................................................... Vertical curve VCP ................................................... Vitrified clay pipe VERT ............................................................... Vertical VOL .................................................................. Volume VWD ....................................... Vallecitos Water District W ........................ Water, Wider or Width, as applicable WATCH .............. Work Area Traffic Control Handbook WI ............................................................ Wrought iron WM ........................................................... Water meter WPJ .......................................... Weakened plane joint XCONN ............................................ Cross connection XSEC ..................................................... Cross section Revised 6/15/17 Contract No. 5552 Page 54 of 138 1-3.3 Institutions. Abbreviation Word or Words AASHTO ............................. American Association of State Highway and Transportation Officials ACI .................................................................................................... American Concrete Institute AISC ...............................................................................American Institute of Steel Construction ANSI ................................................................................. American National Standards Institute AREA ........................................................................ American Railway Engineering Association ASME ........................................................................ American Society of Mechanical Engineers ASQ ................................................................................................. American Society for Quality ASTM ........................................................................ American Society for Testing and Materials AWPA ............................................................................ American Wood Preservers Association AWS ................................................................................................... American Welding Society AWWA .................................................................................. American Water Works Association EEI ........................................................................................................... Edison Electric Institute EIA ...................................................................................................Electronic Industries Alliance EPA ......................................................................................... Environmental Protection Agency ETL ............................................................................................... Electrical Testing Laboratories FCC .................................................................................. Federal Communications Commission FHWA ......................................................................................... Federal Highway Administration GRI ............................................................................................ Geosynthetic Research Institute IEEE ................................................................... Institute of Electrical and Electronics Engineers IMSA ............................................................................International Municipal Signal Association ISSA ............................................................................ International Slurry Surfacing Association ITE ....................................................................................... Institute of Transportation Engineers NCHRP ........................................................... National Cooperative Highway Research Program NEMA .................................................................... National Electrical Manufacturers Association NSF .................................................................................................National Science Foundation OSHA ..................................................................Occupational Safety and Health Administration PPI .............................................................................................................. Plastics Pipe Institute RUS ............................................................................................................ Rural Utilities Service SAE ........................................................................................... Society of Automotive Engineers SSPC ........................................................................................... Society for Protective Coatings UL ................................................................................................. Underwriters' Laboratories Inc. 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. Revised 6/15/17 Contract No. 5552 Page 55 of 138 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) ....................................................................................25.4 micrometer (m) 1 inch (in) ..............................................................................................25.4 millimeter (mm) 1 inch (in) ..............................................................................................2.54 centimeter (cm) 1 foot (ft) ................................................................................................0.3048 meter (m) 1 yard (yd) .............................................................................................0.9144 meter (m) 1 mile (mi) .............................................................................................1.6093 kilometer (km) 1 square foot (ft2) ..................................................................................0.0929 square meter (m2) 1 square yard (yd2) ................................................................................0.8361 square meter (m2) 1 cubic foot (ft3) .....................................................................................0.0283 cubic meter (m3) 1 cubic yard (yd3) ..................................................................................0.7646 cubic meter (m3) 1 acre ....................................................................................................0.4047 hectare (ha) 1 U.S. gallon (gal) .................................................................................3.7854 Liter (L) 1 fluid ounce (fl. oz.) ..............................................................................29.5735 millileter (mL) 1 pound mass (lb) (avoirdupois) ...........................................................0.4536 kilogram (kg) 1 ounce mass (oz) .................................................................................0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................0.9072 Tonne (= 907 kg) 1 Poise ..................................................................................................0.1 pascal . second (Pa . s) 1 centistoke (cs) ....................................................................................1 square millimeters per second (mm2/s) 1 pound force (lbf) .................................................................................4.4482 Newton (N) 1 pounds per square inch (psi) .............................................................6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) .................................................................1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf).......................................................................1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ...............................................1.3558 Watt (W) 1 part per million (ppm) .........................................................................1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ........................................................................Degree Celsius (°C): °F = (1.8 x °C) + 32 ...............................................................................°C = (°F – 32)/1.8 SI Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (lm) 1 second (s) Common Metric Prefixes kilo (k) ....................................................................................................103 centi (c)..................................................................................................10-2 milli (m) ..................................................................................................10-3 micro () ................................................................................................10-6 nano (n) .................................................................................................10-9 pico (p) ..................................................................................................10-12 1-5 SYMBOLS. Delta, the central angle or angle between tangents Angle % Percent ‘ Feet or minutes “ Inches or seconds 1 Number / per or (between words) ° Degree PL Property line CL Centerline SL Survey line or station line Revised 6/15/17 Contract No. 5552 Page 56 of 138 SECTION 2 – SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the board, except that the contractor may assign money due or which will accrue to it under the contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: “(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor’s total bid or ten thousand dollars ($10,000), whichever is greater.” “(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid.” If the Contractor fails to specify a Subcontractor or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor’s total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. Revised 6/15/17 Contract No. 5552 Page 57 of 138 Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor’s own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the Board shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract, and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. Revised 6/15/17 Contract No. 5552 Page 58 of 138 The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one-year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1. An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2. A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The specifications for the work include the General Provisions, Supplemental Provisions, Project Technical Specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction (SSPWC) and the latest supplements thereto, Revised 6/15/17 Contract No. 5552 Page 59 of 138 2021 edition as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The Plans shall consist of the construction drawings, Drawing No. 544-7 issued under this Contract. The Standard Drawings consist of the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively. Modified standard drawings, if applicable, are enclosed in the appendices to these General Provisions. The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict in the Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1. Permits from other agencies as may be required by law. 2. Change orders, whichever occurs last. 3. Contract addenda, whichever occurs last. 4. Contract. 5. Carlsbad General and Supplemental Provisions. 6. Carlsbad Engineering Standards. 7. Technical Specifications. 8. Plans. 9. Standards Plans. a. City of Carlsbad Standard Drawings. b. City of Carlsbad Standard Drawings. c. City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d. San Diego Area Regional Standard Drawings. Revised 6/15/17 Contract No. 5552 Page 60 of 138 e. Traffic Signal Design Guidelines and Standards. f. State of California Department of Transportation Standard Plans. g. State of California Department of Transportation Standard Specifications. h. California Manual on Uniform Traffic Control Devices (CA MUTCD). 10. Standard Specifications for Public Works Construction, as amended. 11. Reference Specifications. 12. Manufacturer’s Installation Recommendations Detail drawings shall take precedence over general drawings. Detailed plans and plan views shall have precedence over general plans. 2-5.2.1 Precedence of Caltrans Specifications. Where Caltrans specifications are used to modify the SSPWC or are added to the SSPWC by the Contract Documents, the Caltrans specifications shall have precedence only in reference to the materials referred to in the Caltrans specifications. The documents listed in Section 2-5.2 above, in their order of precedence above, shall prevail over the Caltrans specifications in all other matters. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor’s expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. One electronic (PDF) file shall be submitted. If revisions are required, the Engineer will return one redlined copy for resubmission. Upon acceptance, the Engineer will return one electronic copy to the Contractor. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required be performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label ‘4-C’ would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor’s letterhead. The letter of transmittal shall contain the following: 1. Project title and Agency contract number. 2. Number of complete sets. 3. Contractor’s certification statement. 4. Specification section number(s) pertaining to material submitted for review. Revised 6/15/17 Contract No. 5552 Page 61 of 138 5. Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6. Description of the contents of the submittal. 7. Identification of deviations from the Contract Documents. 8. The signature, printed name, title and company name of the Contractor’s representative. The Contractor shall subscribe to and shall place the following certification on all submittals: “I hereby certify that the (equipment, material, procedure(s)) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval.” Or “ I hereby certify that the (equipment, material, procedure(s)) contained herein meet all requirements shown or specified in the Contract Documents, except for the following deviation(s): .” 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. Working drawings are required in the following sections: TABLE 2-5.3.2 Item Section Number Title Subject 1 7-8.6.1 Dewatering Excavation Dewatering 2 7-10.4.1 Safety Orders Trench Shoring 3 7-10.4.8 Steel Plate Covers Steel Plate Bridging 4 300-3.2 Cofferdams Structure Excavation & Backfill 5 300-12.1 SWPPP SWPPP 6 303-1.6.1 General Falsework 7 303-1.7.1 General Placing Reinforcement 8 303-3.1 General Prestressed Concrete Construction 9 304-1.1.2 Falsework Plans Structural Steel 10 307-1.1 General Jacking Operations 11 307-2.1 General Tunneling Operations 12 306-8 Microtunneling Microtunneling Operations 13 601-2 Temporary Traffic Control Plan Traffic Control 14 02690 Temporary Sewer Bypass Pumping Sewer Bypassing Working drawings listed above as Items 2, 3, 4, 7, 8, 9, 10, 11, 12, and 13 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings are required in the following sections and as specified in the Special Provisions: Revised 6/15/17 Contract No. 5552 Page 62 of 138 TABLE 2-5.3.3 Item Section Number Title Subject 1 207-2.5 Joints Reinforced Concrete Pipe 2 207-8.4 Joints Vitrified Clay Pipe 3 304-1.1.1 Shop Drawings Structural Steel 4 304-2.1 General Metal Hand Railings 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Three hard copies and one electronic (PDF) file of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, one red lined copy will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1. List of Subcontractors per 2-3.2. 2. List of Materials per 4-1.4. 3. Certifications per 4-1.5. 4. Construction Schedule per 6-1 and Work Plan per 6-2.2. 5. Confined Space Entry Program per 7-10.4.4. 6. Concrete mix designs per 201-1.1. 7. Asphalt concrete mix designs per 203-6.1. 8. Controller Cabinet Wiring Diagrams per 701-17.2.2 9. Data, including, but not limited to, catalog sheets, manufacturer’s brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 10. Temporary highline plan per Carlsbad Engineering Standards. 2-5.4 Record Drawings. The Contractor shall maintain a complete "as-built" record set of blue-line prints, which shall be corrected in red ink daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, conduits, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. The official record drawing shall accurately reflect all changes and modifications to the original plan. The Contractor shall formally submit the final record drawing at the final walk-through meeting. At the direction of the Engineer, the Contractor shall correct and revise the Record Drawings to accurately reflect field conditions. Re-submittal of the Record Drawings shall be completed within ten (10) working days of the final walk-through meeting date and shall reflect any additional punch list items. Payment for the upkeep, revision, and submittal of the record drawings shall be included in the lump sum price for mobilization. 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. Revised 6/15/17 Contract No. 5552 Page 63 of 138 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil or groundwater analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. The Contractor may make independent investigations of the project site, including evaluation of the soil or groundwater conditions and/or the presence of rock, in order to characterize the subsurface conditions that may be encountered to the Contractor’s satisfaction. The costs for such investigations shall be considered included in the bid price and no additional compensation will be made therefor. The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor’s responsibility to determine and allow for the elevation of groundwater at the time of project construction. A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work, when indicated on the Plans, will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and restoring additional work areas and removing and/or disposing of facilities temporarily required. The Contractor shall indemnify and hold the agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 General. The Contractor will perform and be responsible for the accuracy of surveying adequate for construction. The Contractor shall set and preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be performed at the expense of the Contractor. The Contractor shall notify the Engineer in writing at least 2 Working Days before survey services in connection with the laying out of any portion of the Work. The Contractor shall set all stakes for line and grade. Setting tolerances for construction staking shall conform with Chapter 12, Construction Surveys of the Caltrans Surveys Manual. Surveying to determine the boundaries of the public right-of-way or easements shall conform with Chapter 10, Right-of-Way Surveys. Unless otherwise specified in the Special Provisions, stakes will be set and stationed for alignments for pipelines (sewers, storm drains, potable water, recycled water) and their appurtenances, curbs, headers, structures, rough grade, finish grade and right-of-way or easement boundaries. A corresponding cut or fill to finished grade (or flowline) will be indicated on a grade sheet. 2-9.2 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the Revised 6/15/17 Contract No. 5552 Page 64 of 138 monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §8700 - 8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS Drawing No. M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The Record of Survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s) shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor and before submittal to the County Recorder. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. 2-9.3 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the Work. Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 2-9.4 Payment for Survey, Payment for survey work shall be included in the bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and Revised 6/15/17 Contract No. 5552 Page 65 of 138 interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the Engineer may request. 2-10.2 Audit and Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors’ performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor’s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these Specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. Revised 6/15/17 Contract No. 5552 Page 66 of 138 SECTION 3 – CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. Revised 6/15/17 Contract No. 5552 Page 67 of 138 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material cannot be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. Revised 6/15/17 Contract No. 5552 Page 68 of 138 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary, for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by Caltrans, current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra work shall be included. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer’s ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. Revised 6/15/17 Contract No. 5552 Page 69 of 138 The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1. Labor …………………………..… 20 2. Materials .……………………….. 15 3. Equipment Rental ……………… 15 4. Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. Revised 6/15/17 Contract No. 5552 Page 70 of 138 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor’s failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655: Revised 6/15/17 Contract No. 5552 Page 71 of 138 “The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City’s proposed final estimate in order for it to be further considered.” By: ___________________________________ Title: ______________________________ Date: _________________________________ Company Name: ______________________________________________________________ The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the Agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the Contractor and the Agency are unable to reach agreement on disputed work, the Agency may direct the Contractor to proceed with the Work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer 4. City Engineer 5. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor’s report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested, the City will provide its position within 10 working days of receipt of said additional information or Contractor’s presentation of its report. The Contractor may appeal each level’s position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. Revised 6/15/17 Contract No. 5552 Page 72 of 138 All claims by the -Contractor shall be resolved in accordance with Public Contract Code section 9204, which is set forth below: 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is Revised 6/15/17 Contract No. 5552 Page 73 of 138 disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the 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 public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) 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 public entity shall provide the claimant 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 public entity 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 public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. 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. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) 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. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. Revised 6/15/17 Contract No. 5552 Page 74 of 138 (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) which is set forth below. ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the Revised 6/15/17 Contract No. 5552 Page 75 of 138 claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1, 1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by 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. Revised 6/15/17 Contract No. 5552 Page 76 of 138 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. Revised 6/15/17 Contract No. 5552 Page 77 of 138 SECTION 4 – CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer’s approval. Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. The Contractor shall not, without the Agency’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. Steel pipe in sizes less than 6 inches and vitrified clay and cast-iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in Revised 6/15/17 Contract No. 5552 Page 78 of 138 the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor’s responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall Revised 6/15/17 Contract No. 5552 Page 79 of 138 furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor’s expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer’s written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal”. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the Contract Documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. Revised 6/15/17 Contract No. 5552 Page 80 of 138 The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator’s platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using Revised 6/15/17 Contract No. 5552 Page 81 of 138 standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded. 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. Revised 6/15/17 Contract No. 5552 Page 82 of 138 SECTION 5 – UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which are known to exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations. Prior to pipeline excavation, the Contractor shall determine, by potholing, the locations and depths of all utilities which are shown on the Contract Documents or have been marked by the utility owners and which may affect or be affected by its operations. The Contractor shall pothole all service connections, utilities that cross or parallel (within 5 feet) the proposed construction, and all connection points to existing utilities. The Contractor shall record the material size (outside diameter), type, and horizontal and vertical locations (bearing and slope) and submit the data and allow time for the Engineer’s review in accordance with Section 2-5.3. If no separate pay item is provided in the Contract for potholing, full compensation for such work shall be considered included in the bid item of work requiring the potholing and no separate payment shall be made therefor. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: Revised 6/15/17 Contract No. 5552 Page 83 of 138 1. Furnish and install a 2-inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2-inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor’s operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals. The costs involved in the removal and disposal shall be considered incidental to the bid items of work necessitating such removals and no separate payment shall be made therefor, unless a bid item for “Removal” is specifically included in the bid proposal. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as directed and approved by the City. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. Revised 6/15/17 Contract No. 5552 Page 84 of 138 In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer, the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor’s convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor’s actual loss as was unavoidable and the Contractor may be granted an extension of time. 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. Cooperation with CMWD and City staff will be required for all work affecting existing utility systems or facilities and prior to water utility shutdowns, sewer bypass operations, testing and inspections, and project completion. Revised 6/15/17 Contract No. 5552 Page 85 of 138 SECTION 6 – PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within ten (10) calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6-4. No separate payment will be made for the Contractor’s attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.1.1 Baseline Construction Schedule. The Contractor shall prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format and submit the schedule in accordance with 2-5.3. The schedule shall: A. Be prepared using a commercially available, Windows compatible software program, “Suretrak” by Primavera or “Project” by Microsoft Corporation or approved equal. B. Be prepared in hard copy (paper) and electronic (Adobe PDF) format and free of file locking, encryption or any other protocol that would impede full access to the data and labeled with the project name and number, the Contractor’s name and the date of preparation. C. Begin with the date projected for the Notice to Proceed and conclude with the date of final completion conforming with the Contract time. D. Depict a time-scaled network diagram of all activities, logic relationships of interdependent activities, and milestones comprising the complete period of Work with tasks on the vertical axis and their durations on the horizontal axis. Use distinctive texture patterns or line types to show the critical path within the Contract time. Include a tabular listing of each activity and its identification number, description, duration, early start, early finish, late start, late finish, total float, and all predecessor and successor activities. The number of activities will communicate the Contractor’s plan for project execution, accurately describe the project work and allow monitoring and evaluation of progress and time impacts. Activity descriptions shall accurately define the work planned for the activity. Activity durations shall not be shorter than 1 working day or longer than 15 working days unless approved by the Engineer. E. Include detail of all project phasing, staging and sequencing including all milestones necessary to define beginning and ending of each phase or stage and constraints which may impact any activity. Include time allowances for coordination with utility companies and other agencies, equipment and material deliveries, submittal reviews and approvals, Revised 6/15/17 Contract No. 5552 Page 86 of 138 traffic control setup and phasing, Work performed by others, inspections, testing and commissioning, corrective work, and any non-work periods. Float or slack time within the schedule is available without charge or compensation to the party or contingency that first exhausts it. A schedule which shows a project duration longer than the Contract time will not be accepted by the Engineer. If the Baseline Construction Schedule does not meet the requirements of these specifications, the Contractor shall revise the schedule and resubmit it to the Engineer. Failure to obtain the Engineer’s approval of the schedule within fifteen (15) Working Days after the date of the Preconstruction Meeting shall be grounds to consider the Contractor in default of the Contract per 6-4. The time required by the Engineer to review the initial Baseline Construction Schedule submittal will not be included in the 15 Working Days. The Engineer shall complete subsequent reviews of the revised schedule and progress updates within 5 working days of receipt. The Contractor shall not be permitted to commence any excavation or demolition activities until the Engineer accepts the Baseline Construction Schedule. For each day of delay beyond the 15 Working Days after the Preconstruction Meeting that the Baseline Construction Schedule is not accepted by the Engineer, the Contractor shall be charged $100 through a deductive Change Order. The Engineer’s response to each review will consist of one of the following: “Accepted.” The Contractor may proceed with the Work. “Accepted with Comments.” The Contractor may proceed with the Work, but must revise and resubmit the schedule prior to submittal of the first progress payment application. The Engineer’s acceptance of the schedule is a condition precedent to payment of any progress payment. “Not Accepted.” The Contractor may not proceed with the Work and must revise and resubmit the schedule. 6-1.1.2 Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon the completion level of each activity as a basis for progress payments. Schedule updates shall conform with the requirements for the initial submittal in 6-1.1.1 and shall: A. Show the actual dates of each activity start and/or finish during the month. The schedule update shall include specific notation for any changes in actual dates after they are first reported. B. Report the percent complete for each activity in progress at the end of the month as determined by the Engineer. C. Include a list and explanation of all changes made to the activities, dates or interconnecting logic. D. Include activity and network revisions reflecting the Change Orders approved in the previous month as agreed upon during the review and acceptance of the Change Orders. Revised 6/15/17 Contract No. 5552 Page 87 of 138 The Engineer’s responses to the progress schedule updates shall be as described in 6-1.1.1. The Contractor shall proceed with Work and request payment for the progress schedule updates as described therein. Should the actual or projected progress of the Work exceed 5 percent of the Contract time, the Contractor shall prepare and submit a revised Baseline Construction Schedule independently of and prior to the next progress schedule update. The Contractor shall provide an explanation for each change made to the schedule. If the Contractor fails to submit the progress schedule updates as required herein, the Contractor may elect to proceed with the Work at its own risk and shall forfeit payment for the progress schedule update until compliance is met. If the Contractor elects to delay or cease Work after failure to submit the progress schedule updates, any resulting delay, impact, or disruption to the Work will be the Contractor’s responsibility. 6-1.1.3 Interim Revisions. Should the actual or projected progress of the Work exceed 5 percent of the Contract Time, the Contractor shall prepare and submit a revised Baseline Construction Schedule independently of and prior to the next progress schedule update with a list and explanation of each change made to the schedule. The submittal, schedule review and acceptance requirements of 6-1.1.2 shall apply. 6-1.1.4 Late Completion or Milestone Dates. If a schedule update indicates a completion date later than the Contract time or contractually required milestone completion date, the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent schedule update which removes all or a portion of the delay be “Accepted” by the Engineer, all or the allocated portion of the previously held Liquidated Damages shall be released in the monthly payment to the Contractor immediately following such acceptance. 6-1.1.5 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when one hundred percent of the Work is completed. The update must accurately represent the actual dates for all activities. The final schedule update shall be prepared and reviewed in accordance with 6-1.1.2. Acceptance of the final schedule update is required for release of funds retained per 9-3.2. 6-1.1.6 Three-Week Look Ahead Schedules. The Contractor shall submit a detailed 3-week look ahead schedule prior to each progress meeting throughout project duration. The schedules shall be revised weekly to identify the construction activities and durations for each bid item of work for the current week and the succeeding two weeks. The Contractor shall revise the schedule to include additional activities or actual progress when so requested by the Engineer. 6-1.1.7 Measurement and Payment. The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the Work and no separate payment will be made therefor. 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor’s Bid. Revised 6/15/17 Contract No. 5552 Page 88 of 138 Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. The Contractor shall incorporate non-workdays, moratoriums or special events specified in the Contract Documents into the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid prices or adjustments of contract time will be allowed as a consequence of these events. 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Work as shown or specified on the Contract Documents. The work descriptions in this section are an overview only and shall not relieve the Contractor from its responsibilities to conduct all coordination and perform the Work in accordance with the Contract Documents. The Contractor shall conduct the following general work activities: 1. Submit construction schedule, schedule of values, working drawings, submittals, shop drawings, sewer bypass plan, groundwater dewatering plan, and force main dewatering plan. Secure necessary permits and approvals in accordance with the Contract Documents. 2. Secure laydown/staging areas including any off-site staging area(s) if necessary. 3. Conduct surveying and staking of pipeline alignments, locations of appurtenances, limits of right-of-way or easements and pre-construction video and photographs. Conduct Underground Service Alert (DigAlert) notification and utility mark-out. Mobilize labor force, materials and equipment for subsequent phases of Work and install temporary facilities and BMPs, traffic control and excavation safety measures. 4. Pothole all utilities that cross or parallel (within 5 feet of) planned excavations and immediately notify the Engineer of any potential conflicts. Submit potholing data in accordance with Section 2-5.3. Pavement saw-cutting or excavation shall not commence at any construction heading until the project alignments have been staked and existing utilities have been potholed and confirmed by the Contractor to have no conflict with the Work. 5. Permit, furnish, install and test the groundwater dewatering system. 6. Permit, furnish and operate temporary standby generator. 7. Furnish, install and test the sewer bypass system. 8. Dewater the force main. Install temporary cut and cap on HDPE force main. Begin sewer bypassing. 9. Demolish the existing flow meter and chemical injection manhole and appurtenances. 10. Install the new manhole, flow meter, valves and piping. Replace the plug valves and check valves and install the new electrical improvements as shown or specified. Revised 6/15/17 Contract No. 5552 Page 89 of 138 11. Dewater the force main per contract document requirements. Connect the new force main piping to the existing HDPE force main. Remove sewer bypass and restore sewer force main flow. 6-2.2 Construction Phasing. The following construction phase guidelines are provided for the Contractor’s use in developing the construction schedule and a Work Plan that describes the labor, materials, equipment and procedures to conduct the Work. The phasing guidelines listed herein are not intended to be a complete list of all construction activities and shall not relieve the Contractor from its responsibilities to coordinate and perform the Work, revise the phasing descriptions, or to develop additional phases or revise the order of phasing as necessary to complete the Work in its entirety in accordance with the Contract Documents. The Contractor shall develop a detailed Work Plan describing the materials, equipment and procedures for each phase of the Work and submit the Work Plan in accordance with Section 2- 5.3. Any modification of the phasing described below shall be approved by the Engineer. 6-2.2.1 Phasing Criteria. The Contractor shall accommodate the following criteria into the construction schedule and Work Plan: 1. All construction activities shall meet the scheduling restrictions identified in these specifications or as determined by the City during review of the Contractor’s Work Plan. Refer to Section 6-2. 2. Contractor shall submit a Site Work Plan. The Work Plan shall identify staging areas; describe the methods for the protection of private improvements and existing utilities; and include a listing of materials and equipment and other pertinent details necessary to complete the work. 3. Contractor shall submit a sewer bypass plan and an excavation shoring and dewatering plan. 4. Contractor shall maintain two traffic lanes through the project site outside of work hours. One lane of travel with a flagging operation may be allowed during work hours, subject to approval of the Contractor’s traffic control plan submittal. 5. Excavations must be backfilled or securely shored and plated at the end of each workday. 6. When water or fire service interruptions are necessary and approved, no customer shall be without water for longer than 8 hours. If a planned water service shutdown duration exceeds 8 hours, the Contractor shall submit a highline plan for approval and provide all highlining prior to the shutdown. 7. Excavations shall be backfilled and base paved within 3 working days of completing pipeline connections. 8. Site restoration shall be completed within ten working days of completion of construction of all improvements. 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. The Contractor’s Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, “The Contractor’s Representative”. No separate payment for attendance of the Contractor, the Contractor’s Representative or any other employee or subcontractor or subcontractor’s employee at these meetings will be made. If the Contractor’s Representative cannot attend, the Contractor shall notify the Engineer a minimum of 24 hours prior to the start of the scheduled meeting. If the Contractor does not provide the required notification, the Contractor shall pay the Agency’s Revised 6/15/17 Contract No. 5552 Page 90 of 138 costs for staff and consultants that attended. The Contractor shall be charged a minimum of 2 hours of each attendee’s time via a deductive Change Order. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. The Contractor shall coordinate with the Archaeological and Cultural Monitor during excavation activities. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension and compensation in accordance with Section 6-6. 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to promptly begin procurement or delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency’s interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board’s opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board’s consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for that part and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. Revised 6/15/17 Contract No. 5552 Page 91 of 138 If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule. If delays beyond the Contractor’s control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interest of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor’s control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. Revised 6/15/17 Contract No. 5552 Page 92 of 138 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in calendar days. The Contractor shall diligently prosecute the work to completion within one hundred eighty (180) Working Days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, Sunday, and any day designated as a holiday by the Agency; 2. any day identified as a construction moratorium due to special events or holiday periods; 3 any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association; 4. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1; 5. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1. In addition to Agency holidays, open excavations and service shutdowns will not be allowed on the day prior to Thanksgiving and between December 23 and January 1. Main line or service shutdowns will not be allowed on Mondays and Fridays. Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7 a.m. and 4 p.m. on Mondays through Fridays, excluding Agency holidays and other restricted days or times as specified in 6-2. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Revised 6/15/17 Contract No. 5552 Page 93 of 138 Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. The Contractor shall incorporate the dates, areas and types of work prohibited elsewhere in the Contract Documents into the construction schedule. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. Contractor is hereby advised that the Engineer may require after hours or weekend work if required for the protection and safety of existing facilities, workers or the public. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. 6-8.1 Site Walk-Through. After the site has been fully restored, the Inspector will schedule an inspection within five days of the Contractor’s request. The Contractor and Inspector shall attend the inspection and all outstanding deficiencies shall be identified in a List of Deficiencies. A review of the red-line record drawings and asset schedule shall also be completed at the Site Walk-Through and all red-line deficiencies will be added to the List of Deficiencies. 6-8.2 List of Deficiencies. Following the Site Walk-Through, the Inspector will generate the List of Deficiencies (also known as the punchlist) within five working days. The Contractor shall then have 10 working days to perform corrective work and provide a written response to each punchlist item. 6-8.3 Site Follow-Up Walk-Through. Upon receipt of written responses to the List of Deficiencies, the Inspector will complete a follow-up inspection. Any outstanding deficiencies will be noted and returned to the Contractor. Outstanding deficiencies will delay full payment of any relevant bid items. 6-8.4 Request for Final Walk-Through. Once the Contractor asserts they have satisfied the terms of the Contract and with the Inspector’s permission, the Contractor may submit written assertion in the form of a Request for Final Walk-Through, certifying that all deficiencies identified through the Site Walk-Through process have been addressed and request a Final Inspection to demonstrate project completion to the Agency. The Contractor shall provide an attachment to the Request for Final Inspection with the Contractor’s written response to each deficiency. The Request for Final Inspection shall not be considered complete without the Contractor’s written response to each deficiency. 6-8.5 Final Walk-Through. Upon receipt of the Request for Final Walk-Through, the Inspector shall schedule the Final Inspection. The Inspector and Contractor shall attend the final Revised 6/15/17 Contract No. 5552 Page 94 of 138 inspection. Representatives from other Agency departments reserve the right to be present at the Final Inspection. The red-line record drawings and asset schedules shall also be reviewed. If any deficiencies are not satisfactorily addressed or additional deficiencies are identified, the Contractor will have 10 working days to complete the corrective work. 6-8.6 Request for Completion. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies are corrected by the Contractor, and the Engineer is satisfied that all of the Work meets the requirements of the Contract Documents. Once the Final Walk-Through has been completed and all outstanding deficiencies satisfactorily completed to Agency’s approval, the Contractor shall submit a written assertion in the form of Request for Completion letter, certifying that the Work has been completed. 6-8.7 Completion. Upon receipt of the Request for Completion letter, the Agency shall review the written assertion within 2 working days. If, in the Engineer’s judgment, the Work has been completed in accordance with the Contract Documents, the Agency will issue a Completion Letter. The completion date will be the date to which liquidated damages will be computed. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute completion or acceptance of the Work. 6-8.8 Acceptance. Acceptance will occur after all the requirements contained in the Contract Documents have been fulfilled. If, in the Engineer’s judgment, the Contractor has fully performed the Contract, the Engineer will so certify to the Board. Upon such certification by the Engineer, the Board may accept the Work. Upon the Board’s acceptance of the Work, the Agency will cause a “Notice of Completion” to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of acceptance of the Work. 6-8.9 Warranty. All work shall be warranted for one (1) year after acceptance of the Work and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor’s sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of two thousand dollars ($2,000.00). Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payments due the Contractor if such delay occurs. Revised 6/15/17 Contract No. 5552 Page 95 of 138 Execution of the Contract shall constitute agreement by the Agency and Contractor that the amount specified above per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. Revised 6/15/17 Contract No. 5552 Page 96 of 138 SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than these rates. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations. The Contractor’s attention is directed to Section 1776 of the Labor Code which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor’s Bid. 7-4 WORKERS’ COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: “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.” Revised 6/15/17 Contract No. 5552 Page 97 of 138 The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers’ Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefor. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, oversize load, blasting, and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements. The Contractor shall pay all business taxes or license fees that are required for the work. Refer to 7.8.6 and 7.8.6.1 for water pollution control and groundwater dewatering permits, respectively. 7-5.1 Resource Agency Permits. No resource agency permits are required for the Work. 7-5.2 Air Pollution Control Permits. The use of materials or activities that can generate air emissions are regulated by the California Air Resource Board (CARB) and the San Diego County Air Pollution Control District (SDAPCD) and either require permits or are subject to state or local air regulations which establish limitations on equipment or product use or VOC content and requirements for recordkeeping and reporting. These materials and activities include, but are not limited to the following: Abrasive blasting Adhesives Asbestos abatement, removal or disruption Coating or painting Concrete curing compounds Demolition of buildings, equipment or structures Fiberglass/polyester resin layup or machining Revised 6/15/17 Contract No. 5552 Page 98 of 138 Operation of non-road diesel engines greater than 49 hp (including generators, compressors, pumps, hydro blasters, etc.) Operation of off-road diesel engines greater than 25 hp (including forklifts, construction equipment, load handlers, etc.) Solvents Welding Operators of portable engines and other types of equipment can register their units under the CARB Statewide Portable Equipment Registration Program (PERP) in order to operate their equipment throughout California. However, the use of portable equipment (e.g., bypass pumps) to perform the function of permitted stationary equipment is subject to SDAPCD regulation in addition to CARB requirements. Diesel-engine driven generators or equipment shall have a valid permit or registration in accordance with the California Air Resources Board and/or the San Diego County Air Pollution Control District regulations prior to mobilization to the site. The Contractor shall submit a copy of the permit or registration documents for all equipment subject to state or local air pollution control regulations and maintain the permit or registration documents in valid standing during the performance of the Work. Products such as paints, adhesives, resins, solvents and other products shall comply with the Volatile Organic Compound (VOC) content limits established by CARB and/or the SDAPCD. The Contractor shall be responsible for determining that such products can be used legally in the performance of the Work. The Contractor shall maintain and submit records to the City Engineer on the quantities of paints or solvents used as may be required by applicable regulations. Prior to starting any activity that is required to have an air pollution control permit or registration, the Contractor shall verify the applicability of the latest air pollution control regulations pertaining to the proposed materials, equipment and operations and obtain and comply with applicable requirements: Rule 11 – Exemptions from Rule 10 Permit Requirements Rule 12 – Registration of Specified Equipment Rule 12.1 – Portable Equipment Registration Rule 51 – Nuisance Rule 67.0.1 – Architectural Coatings Rule 67.17 – Storage of Materials Containing Volatile Organic Compounds Rule 71 – Abrasive Blasting San Diego Air Pollution Control District: 858-586-2600 https://www.sdapcd.org/content/sdapcd/permits.html California Air Resource Board: https://ww2.arb.ca.gov/our-work/programs/portable-equipment-registration-program-perp/about 7-6 THE CONTRACTOR’S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements Revised 6/15/17 Contract No. 5552 Page 99 of 138 necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. In order to communicate with the Agency, the Contractor’s representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. The qualifications for the Contractor's Representative shall include at a minimum: 1. At least three years of experience in a superintendent capacity for qualifying projects that are submitted in the Contractor’s Statement of Technical Ability and Experience form submitted with the bid, which shall meet the requirements specified therein. The Contractor shall be responsible for submitting verifiable experience records. 2. Completion of OSHA 30-hour Construction Training Course. Submit certification as proof. The City reserves the right to disqualify bidders if the required technical ability and experience for the Contractor's Representative is not established. In the event that the Contractor proposes to change the Contractor's Representative prior to Project completion, the Contractor shall notify the Agency and submit the qualifications of the proposed Contractor's Representative for the Engineer's review at least two weeks prior to the proposed change. The qualifications shall demonstrate that the minimum requirements of the position, as described herein, are satisfied. The Engineer will review the qualifications of proposed Contractor's Representative within 5 working days of receipt. No change in Contractor's Representative will be allowed without the Agency's approval. In the event of a change in Contractor's Representative without prior approval, Agency reserves the right to suspend work, at the Contractor's cost, until a qualified Contractor's Representative is approved for the Project. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. Revised 6/15/17 Contract No. 5552 Page 100 of 138 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all utility companies during the mark-out and locating of their lines or during their relocation or construction if necessary. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor’s Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work Revised 6/15/17 Contract No. 5552 Page 101 of 138 shall be arranged and paid for by the Contractor as part of the Work within the Contract time and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefor. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefor. 7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Order Number R9-2013-0001, National Pollutant Discharge Elimination System (NPDES) Permit and Waste Discharge Requirements for Discharges from the Municipal Separate Storm Sewer Systems (MS4s) Draining the Watersheds within the San Diego Region, and amendments thereto, and with all requirements of the Storm Water Pollution Prevention Plan for this project in accordance with these regulations. A Tier 2 Storm Water Pollution Prevention Plan (SWPPP) is provided to the Contractor, in Appendix “A”, for use in preparing the Project SWPPP for approval by the City. The Contractor shall be responsible for the preparation and implementation of the SWPPP and coordination with the City and the Regional Water Quality Control Board. Refer to Section 300-12. 7-8.6.1 Dewatering. Dewatering shall be performed by the Contractor when specifically required by the Plans or Specifications or specified in the bid schedule, and as necessary for construction of the Work. Dewatering shall be performed in conformance with all applicable local, state and Federal laws and permits issued by jurisdictional regulatory agencies. Revised 6/15/17 Contract No. 5552 Page 102 of 138 Permits necessary for the discharge of groundwater to land or the sanitary sewer system shall be obtained by the Contractor unless provided by the City. Water shall be treated prior to disposal if so specified in the Special Provisions or required by any permit. The Contractor shall submit a Dewatering Plan and related supporting information detailing its proposed plan and methodology of dewatering, treatment/pretreatment (when required for permit compliance) and disposal of accumulated water. The plan shall identify the following: 1. location, type and size of dewatering devices and related equipment, 2. size and type of materials composing the collection system, 3. size and type of equipment to be used to retain and, if required, treat accumulated water, 4. the proposed disposal locations, and 5. any other information required by the jurisdictional agency. If the proposed disposal location is a sanitary sewer, the Contractor shall comply with the Special Use Discharge Permit from the Encina Wastewater Authority (Appendix C). If the proposed disposal location is a storm drain system or receiving body of water, the Contractor shall obtain permits from jurisdictional regulatory agencies or written evidence that such permits are not required. Short-term construction dewatering operations not exceeding an average of 5,000 GPD for any continuous 180-day period may qualify under Order No. R9-2024-0001, Conditional Waivers of Waste Discharge Requirements for Low Threat Discharges in the San Diego Region, Waiver No. 2 – Miscellaneous “Low Threat” Discharges to Land. These discharges are prohibited from entering MS4s, and any surface waters, including, but not be limited to, ephemeral streams, or vernal pools. For dewatering operations discharges exceeding an average of 5,000 GPD for any continuous 180-day period, the discharger must file a Notice of Intent containing information about the operator, location, planned period and rate of discharge, and measures that will be taken to minimize or eliminate the discharge of pollutants that might affect groundwater quality. Written notice of enrollment in the Waiver must be received from the San Diego Water Board prior to initiating the discharge. The City will furnish groundwater monitoring and/or test results conducted by the City to the Contractor prior to the start of construction if such investigation has been conducted. The Contractor shall perform additional sampling and testing to demonstrate compliance with the Special Use Discharge Permit or any other permit, or to support the application for any other permit as required. Contractor shall avoid inducing settlement or damage to existing facilities, pavement, or adjacent property. Contractor shall submit preconstruction photographs before dewatering to document existing cracks of surfaces which may subsequently be attributed to dewatering operations. Contractor shall monitor ground surface to detect excessive and unacceptable ground subsidence associated with dewatering operations. The monitoring and repair of damage caused by such subsidence shall be borne by the Contractor at no additional cost to the City. Contractor shall provide dewatering design plans and engineering calculations demonstrating adequacy of proposed dewatering system. Contractor shall make his own judgment regarding the transmissivity of the ground to convey groundwater unto open excavations. Contractor’s bid Revised 6/15/17 Contract No. 5552 Page 103 of 138 price shall be deemed to cover all costs associated with groundwater dewatering, including desilting and pre-treatment, regardless of the actual depth to groundwater and regardless of the actual volume of groundwater pumped and discharged or disposed of. All costs for dewatering including sample collection, testing, permit application fees and installation, testing and operation of the dewatering system shall be made at the contract price specified in the bid schedule for Dewatering. If no such bid item is listed, payment shall be considered included in the bid item of work requiring dewatering and no separate or additional payment shall be made therefor. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be restored with sod and unpaved areas covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-9.1 Preconstruction Survey. The Contractor shall perform a preconstruction survey of the project site to provide a record of preconstruction conditions. This survey shall include the following as a minimum: Revised 6/15/17 Contract No. 5552 Page 104 of 138 1. Video of existing public right-of-way, proposed alignment, utility mark-outs, working areas, staging and storage areas. Conduct the survey after construction staking has been completed. 2. Video of construction access roads to be used by the Contractor, including all public and private streets used for access to and from the work site. Indicate areas of damaged paving. 3. Any other areas as directed by the Owner which may be disturbed or which are to be protected from the Contractor’s operations. 4. Photographs and video of potential “problem areas”. 5. Notify the Owner seven calendar days in advance and coordinate the scheduling of the video so that a representative of the Owner may accompany the Contractor during the videotaping. 6. At the completion of the survey, the Contractor shall present the Owner with a report detailing the existing conditions at each proposed pipeline site, staging, and stockpile areas. The report shall include the following as a minimum: a. One copy of the video in color in digital format. b. One copy of each “potential problem area” photograph (4-inch by 6-inch colored photos). c. Written summary of “potential problem areas” and the Contractor’s recommendations to address these problem areas. 7. Documentation (including report) of existing conditions shall be completed within 15 days of the Notice to Proceed. The Contractor will not be allowed to begin excavation or dewatering activities until the final report has been submitted and accepted by the Owner. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. The Contractor’s operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. In areas where site access is restricted, the Contractor is responsible for coordinating site access. All communications shall be made through the City inspector unless otherwise approved. No excavation or vehicle access will be allowed to occur outside of the easement, outside of the right-of-way, or in vegetated or landscaped areas unless otherwise shown on the Plans or as approved by the Engineer. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; public transportation stops and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Pedestrian crossings of the Work at intervals not exceeding 300 feet (90 m) shall be provided and maintained unless otherwise approved by the Engineer. The Contractor shall refer to and comply with the requirements of Section 302-15 and Part 6 of the Supplemental Provisions. Revised 6/15/17 Contract No. 5552 Page 105 of 138 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways after unloading. Construction equipment shall not be stored at the Work site before its actual use on the Work or after it is no longer needed. All materials or equipment not installed or used in construction on any given day shall be stored elsewhere by the Contractor at its expense unless otherwise approved by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench on the same day, shall not be stored in public streets. After placing backfill, all excess material shall be removed immediately from the site. 7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flag persons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work. After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following: The Engineer......................................................................................... 442-339-2766 Carlsbad Fire Administration ................................................................. 442-339-2141 Carlsbad Police Department Dispatch ................................................... 442-339-2197 Carlsbad Traffic Signals Maintenance ................................................... 760-438-2980 Carlsbad Traffic Signals Operations ...................................................... 442-339-2736 North County Transit District ................................................................. 760-966-6500 Republic Services ................................................................................. 760-332-6464 The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer’s written approval prior to deviating from the requirements of 2) through, and including, 7) above. The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required. All costs involved shall be included in the Bid. Temporary traffic controls shall be in accordance with the Plans, the TCP, the California Manual on Uniform Traffic Control Devices (MUTCD), current edition, and the Contract Documents. 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All temporary traffic control devices shall conform to Caltrans Standard Specification 12-3. Revised 6/15/17 Contract No. 5552 Page 106 of 138 Warning and advisory signs, lights and devices shall be furnished, installed and maintained by the Contractor and shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during such periods that their message does not pertain to existing conditions. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours. Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any Section closed to public traffic. Whenever the Contractor’s vehicles or equipment are parked on the shoulder within 6’ of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 25’ intervals to a point not less than 25’ past the last vehicle or equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer. 7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than 1.8 m (6’) nor operate equipment within 0.6 m (2’) from any traffic lane occupied by traffic. For equipment, the distance shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the Engineer has given written authorization to the reduction in clearance that is specific to the time, duration and location of such waiver, when such reduction is shown on the traffic control plans included in these Contract Documents, when such reduction is shown on the traffic control plans prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers. During the entire construction, a minimum of one, 12-foot wide paved traffic lane shall be open for use by public traffic in each direction of travel. 7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California Manual on Uniform Traffic Control Devices (FHWA MUTCD, current edition, as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain public safety. When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way. Revised 6/15/17 Contract No. 5552 Page 107 of 138 7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic striping operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan. 7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the latest California Manual on Uniform Traffic Control Devices (CAMUTCD) published by Caltrans. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation. Temporary pavement delineation shall be removed when, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. 7-10.3.6 Preparation of Traffic Control Plans. The Contractor shall submit traffic control plans (TCPs) as a part of the Work for all construction activities that are located within the traveled way. TCPs shall be prepared by a professional engineer registered in the State of California and regularly engaged in the preparation of traffic control plans. Design of TCPs for construction shall meet the requirements of the City and the California Manual on Uniform Traffic Control Devices as published by Caltrans. Submittal and review requirements for TCPs shall conform to Section 2-5.3 Shop Drawings and Submittals. The Contractor must obtain the Engineer’s approval prior to implementing TCPs. The minimum 20-day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCPs. New or revised TCP submittals shall include all TCPs needed for the entire duration of the Work. Each TCP phase shall be prepared in sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of features affecting the traffic control plan and the methodology proposed to transition to the subsequent TCP phase. When the vertical alignment of the traveled surface differs from the finished pavement elevation, vertical curves must also be shown. The Engineer shall be the sole judge of the suitability and quality of any such TCPs. 7-10.3.7 Payment. The contract price paid for Traffic Control shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for performing all work involved to implement the traffic control system, complete in-place, including, but not limited to, preparing and revising TCPs, flag persons, installing temporary or permanent traffic control Revised 6/15/17 Contract No. 5552 Page 108 of 138 devices such as barriers, delineators, lighting, signage, portable changeable message signs, striping, pavement markers and markings in accordance with the Contract Documents and as directed by the Engineer. Progress payments for Traffic Control will be based on the percentage of the improvement work necessitating traffic control and completed. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil or Structural Engineer registered in the state of California and regularly engaged in the design of excavation support systems. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Sloped excavations, trench boxes, or unbraced temporary excavations will not be allowed. Temporary excavations shall be fully sheeted and tightly braced such that the surrounding ground is in intimate contact with the shoring and bracing system at all times during construction. The temporary excavation support system design must adhere to the minimum requirements of the geotechnical report (see Appendix B). Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided or required by law. 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. Revised 6/15/17 Contract No. 5552 Page 109 of 138 7-10.4.4 Confined Spaces. (a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR. Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following: 1. Training of personnel 2. Purging and cleaning the space of materials and residue 3. Potential isolation and control of energy and material inflow 4. Controlled access to the space 5. Atmospheric testing of the space 6. Ventilation of the space 7. Special hazards consideration 8. Personal protective equipment 9. Rescue plan provisions The Contractor’s submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. (b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit-required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit- required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. (c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required. 7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-10.4.6 Flood Lighting. 7-10.4.6.1 General. When work is being performed during hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, flood lighting shall be used to illuminate the Work site, flagger stations, equipment crossings and other hazardous areas. Flood lighting shall provide visibility for a distance of 1/2 mile (800 m). Flood lights shall not shine directly into the view of oncoming traffic. Revised 6/15/17 Contract No. 5552 Page 110 of 138 7-10.4.6.2 Payment. No separate or additional payment will be made for flood lighting. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. 7-10.4.7 Security and Protective Devices. 7-10.4.7.1 General. Security and protective devices shall consist of fencing, steel plates, or other devices as specified in the Special Provisions to protect open excavations. 7-10.4.7.2 Security Fencing. The Contractor shall completely fence open excavations. Security fencing shall conform to 304-5. Security fencing shall remain in place unless workers are present and construction operations are in progress during which time the Contractor shall provide equivalent security. 7-10.4.7.3 Payment. No separate or additional payment will be made for security fencing or protective devices. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. 7-10.4.8 Steel Plate Covers. 7-10.4.8.1 General. The Contractor shall provide, install, and maintain steel plate covers as necessary to protect from accidental entry into openings, trenches, and excavations. Plates shall provide complete coverage to prevent any person, bicycle, motorcycle, or motor vehicle from being endangered due to plate movement causing separations or gaps. The Contractor shall submit the design in accordance with Section 2-5.3 which shall include the following criteria: 1. The approval of steel plate bridging shall be at the sole discretion of the Engineer. 2. Steel plate bridging shall be designed to support HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. 3. Surfaces exposed to pedestrian or vehicular traffic shall be non-skid. The Contractor shall maintain a non-skid surface on the steel plate having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction available from each Caltrans District Materials Engineer to correlate skid resistance results to California Test Method 342. 4. The Contractor shall install signage with a 2-inch (51 mm) minimum letter height indicating the steel plate cover load limit, the Company’s name, and a 24-hour emergency contact phone number. The 5. Contractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. 6. The Contractor is responsible for the maintenance of the plates and asphalt concrete ramps or other devices used to secure the plates and shoring of the trench to support all loads. 7. Contractor shall immediately mobilize necessary personnel and equipment to repair plate movements, separation, noise, anchors, asphalt ramps or any other deficiency. Failure to respond within 2 hours after being notified by the Engineer shall be grounds for the City to perform necessary repairs at the expense of the Contractor. 8. When plates are removed, the pavement surface shall be repaired to the satisfaction of the Engineer. Revised 6/15/17 Contract No. 5552 Page 111 of 138 9. For trench widths exceeding those in Table 7-10.4.8.2, a structural design shall be prepared by a California registered civil or structural engineer regularly engaged in the design of shoring systems. 7-10.4.8.2 Thickness. Steel plate covers shall conform to Table 7-10.4.8.2. TABLE 7-10.4.8.2 Trench Width Steel Plate Cover Thickness Less than 10" 1/2" (12.5 mm) 10" (250 mm) to 1'-11" (580 mm) 3/4" (19 mm) 2' (600 mm) to 2'-7" (790 mm) 7/8" (22 mm) 2'-8" (820 mm) to 3'-5" (1040 mm) 1" (25 mm) 3'-6" (1070 mm) to 5'-3" (1600 mm) 1-1/4" (32 mm) More than 5'-3" (1600 mm) See Note 1 Notes: The Contractor shall submit a Working Drawing and calculations based on AASHTO H20-44 bridge loading. 7-10.4.8.3 Installation. Steel plate covers shall extend a minimum of 2 feet (600 mm) beyond trench edges. Unless otherwise specified in the Special Provisions or approved by the Engineer for the site conditions prior to use, steel plate covers shall be installed using Method 1. Method 2 shall not be used in a traveled lane. Method 1. The pavement shall be cold milled to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. The cold milling shall produce a flat surface to support the plate with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 1 inch (25 mm) and shall be filled with elastomeric sealant material which may, at the Contractor’s option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of Tables 203-5.2(B) and 203-5.3(A). Method 2. The approach plate and ending plate (in longitudinal placement) shall be attached to the surface by a minimum of 2 dowels, ¾” diameter (19 mm), drilled at the corners of the plate and drilled 6 inches (150 mm) into the pavement. Subsequent plates may be butted next to each other. Temporary asphalt concrete (D2-SC 800) shall be used to construct tapers from the steel plate surface to the existing surface at a 12-inch (300 mm) run for each 1 inch (25 mm) thickness of steel plate. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant material. Advance traffic warning signs shall be installed as specified in the Special Provisions or shown on the TCP. 7-10.4.8.4 Payment. Steel plate bridging materials including, but not limited to steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and padding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be considered as incidental to the work. No separate or additional payment for steel plate bridging will be made. No extension to contract time will be allowed for, or because of, the use of steel plate bridging. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor Revised 6/15/17 Contract No. 5552 Page 112 of 138 shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer’s approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: “In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties.” Revised 6/15/17 Contract No. 5552 Page 113 of 138 SECTION 8 – FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Field Facilities for Agency personnel are not required. Revised 6/15/17 Contract No. 5552 Page 114 of 138 SECTION 9 – MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster’s certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated “Lump Sum”, “L.S.”, or “Job”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto. The Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum. 9-3 PAYMENT. 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after Revised 6/15/17 Contract No. 5552 Page 115 of 138 it has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor’s request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent violation of any law, injury, death, or property damage, and precautions which are the Contractor’s responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6-10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the “Notice of Completion.” If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency’s payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar Revised 6/15/17 Contract No. 5552 Page 116 of 138 days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 10 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. Revised 6/15/17 Contract No. 5552 Page 117 of 138 The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for Mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. Payment for Mobilization and Preparatory Work will be made at the Contract price and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate bid items. Such activities shall include, but are not limited to, coordination with Agency forces, securing permits, surveying and staking, preconstruction surveys, securing construction water supply, providing power necessary for construction, providing all temporary construction fencing; installing, maintaining and removing project signs; providing on-site sanitary facilities; posting OSHA requirements and Revised 6/15/17 Contract No. 5552 Page 118 of 138 establishing safety programs, demobilization and any other work or services not included in any other bid item. This work also includes the cost for maintaining and submitting the project record drawings at the end of the project. These record drawings must be reviewed monthly with the Agency to receive progress or final payments for any work. The Contractor hereby agrees that the price paid is sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work. Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), payment will be made at thirty percent (30%) of the amount bid for Mobilization and Preparatory Work. For the second progress payment, payment will be made at fifty percent (50%) of the amount bid for Mobilization and Preparatory Work. The remaining twenty percent (20%) of the amount bid for Mobilization and Preparatory Work will be made when all punch list items are signed-off and completed to the satisfaction of the City Inspector, and the Contractor has completely demobilized from the project site(s). 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. Mobilization. The contract price paid for this bid item shall constitute payment for all mobilization work in accordance with Section 9-3.4 of these General Conditions. A field office or field laboratory or bathhouse facilities will not be required. Temporary Traffic Control. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, equipment and incidentals, prepare traffic control plans and implement temporary traffic control systems, complete in-place and in accordance with the Contract Documents, including Sections 7-10.1 through 7-10.3 and 601 and its subsections, and all work required to be obtain a no-fee Right-of-Way permit(s) and Haul Route permit. Preconstruction Survey. The contract price for work under this item shall include, but not be limited to, furnishing all labor, material, tools and equipment, and performing all work required for preconstruction survey in accordance with 7-9.1 and all other work necessary to complete this item of work as described in the Contract Documents. Storm Water Pollution Control (SWPPP). The contract price paid for this bid item shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals for preparing, amending and implementing the SWPPP in accordance with Section 7-8.6 and 300-12. Revised 6/15/17 Contract No. 5552 Page 119 of 138 Utility Locating and Potholing. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to determine, by potholing or other approved methods, the location and depth of all existing utilities in accordance with the Contract Documents. This bid item shall include notification to Underground Service Alert and utility mark-out, coordination and standby inspection of potholing excavations, backfilling of excavations, patching of pothole excavations with temporary AC paving, and submitting results to the Engineer in advance of pavement saw-cutting or excavations. Excavation Support System. The contract price paid for this bid item shall constitute full compensation to furnish and install sheeting, shoring, bracing, or equivalent method of support for excavations for the protection of life or limb which shall conform to applicable safety orders and the requirements of 7-10.4.1. This includes, but is not limited to, the preparation and submittal of a detailed plan showing the design of shoring, bracing, or other provisions to be made for worker protection from the hazard of caving ground in or adjacent to trenches or open excavations, and acceptance of said plan by the Engineer, in accordance with California Labor Codes 6705 and 6707. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. Dewatering. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to design, install and maintain a temporary groundwater dewatering system during construction in accordance with the Contract Documents. The price paid shall include, but is not limited to, applying for and obtaining a Special Use Discharge permit (Appendix C) with Encina Wastewater Authority (EWA) for groundwater discharge to the sanitary sewer; groundwater sampling and analysis to comply with EWA local discharge limits; submittal of a dewatering plan; temporary asphalt (cold mix); protective barriers, ramps or plating; system testing and maintenance for the duration of the work; redundant pumping unit; security; disposal of all dewatering discharge; removal of the system upon completion of work and site restoration. Force Main Dewatering. The contract price paid for this item shall constitute full compensation for all sewer force main dewatering operations, cut and cap of the HDPE force main, and for final connection of new piping to the force main in accordance with the Contract Documents. This item shall include, but is not limited to, preparation and submittal of a force main dewatering plan; Contractor supplied tanker truck(s) for force main dewatering and discharge at City designated manholes near the Cannon Lift Station; full time supervision of sewer flows to prevent a sewer system overflow; night work; and all incidental work or services. This bid item shall not include excavation or pavement structural section restoration which are measured and paid for under separate bid items. Demolition. The contract price paid for this item constitutes payment for all demolition, removals and disposals of the existing chemical injection manhole, existing HDPE force main and pipe supports, existing flow meter, existing 2” chemical injection feed, existing 12” drain, and existing plug valves and check valves to be replaced as shown or specified in the Contract Documents. Revised 6/15/17 Contract No. 5552 Page 120 of 138 Temporary Sewer Bypass. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to design, install and maintain temporary sewer bypass system during construction in accordance with the Contract Documents. The price paid shall include, but is not limited to, submittal of a sewer bypass plan; all connections, piping, redundant pumping units; security; temporary asphalt (cold mix); protective barriers, ramps or plating; testing and maintenance of the system for the duration of the work; applying for and obtaining all required SDAPCD permits for sewer bypass temporary generators as required in Specification 02960 – Temporary Bypass Pumping; removal of the system upon completion of work; and site restoration. Sewer bypass plan shall be designed to provide full system redundancy for required bypass flows. Construct 8’ Diameter Manhole. The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment required to construct a new reinforced concrete precast manhole and appurtenances in accordance with the Contract Documents. This item shall include, but is not limited to, preparation and submittal of shop drawings by a California registered civil or structural engineer; protection of existing utilities; removal and replacement of existing utilities and conduits impacted by manhole construction; excavation; subgrade preparation; crushed rock; concrete manhole and riser; concrete top slab; access hatch; ladders and ladder-up safety devices; joint sealants; manhole exterior waterproofing systems; mechanical link seals; import, placement and compaction of backfill; site restoration; disposal of waste or surplus materials; and all incidental work or services. Over-excavation and Backfill. The contract price per for this bid item shall constitute full compensation to furnish all labor, materials and equipment and remove unsuitable materials encountered in the excavation subgrade to a depth of 24 inches, disposal in accordance with applicable regulations, and placement of crushed rock and/or imported pipe zone backfill to the design trench subgrade elevation. The removal limits shall be as ordered by the Engineer. Furnish and Install HDPE and Fittings. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment and install HDPE force main piping and fittings of the size and to the limits specified in accordance with the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavements; excavation; removal of existing or to be abandoned HDPE force main, conduits or structures; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; pipe; gaskets; hardware; fittings (including couplings, electrofusion fittings, reducers and dismantling joints); HDPE field butt fusion as required, pipe supports; corrosion protection of fittings and hardware; thrust blocks and thrust restraint devices; installation of utility warning tape; hydrostatic pressure testing; disposal of surplus materials and all incidental work. This bid item shall not include pavement structural section restoration which is measured and paid for under a separate bid item. Furnish and Install Flow Meter. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install a new electromagnetic flow meter in accordance with the Contract Documents. This item includes all incidental work or services. Revised 6/15/17 Contract No. 5552 Page 121 of 138 This bid item shall not include electrical or communication improvements which are measured and paid for under a separate bid item. Furnish and Install Plug Valve. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install new plug valves of the size specified and in accordance with the Contract Documents. This item includes all incidental work or services. Furnish and Install Check Valve. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install new check valves of the type and size specified and in accordance with the Contract Documents. This item includes all incidental work or services. Furnish and Install Electrical and Instrumentation Improvements. The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment required to furnish and install electrical improvements in accordance with the Contract Documents. This item shall include, but is not limited to, excavation; protecting existing utilities; electrical conduit and conductors; imported bedding and backfill material; concrete encasements; junction and pull boxes; conduit straps and anchorages; conduit seals and pipe penetration sealing through structures; sump pump and discharge piping; electrical panels and enclosures; start-up and testing of electrical, instrumentation and communications systems for the flow meter; disposal of waste or surplus materials and all incidental work or services. Furnish and Install Aggregate Base. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and place untreated aggregate base (Caltrans Class II, Section 26- 1.02B), complete in-place in accordance with City of Carlsbad Standard Drawings (GS-17 and GS-25 or GS-26) and other requirements of the Contract Documents. The price paid shall include, but not be limited to preparing and compacting the subgrade; importing, placing and compacting aggregate base above the trench zone, beneath asphalt concrete, beneath Portland cement concrete pavement, flatwork or curb and gutter; and all incidental work or services. Furnish and Install Asphalt Concrete. The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to place asphalt concrete pavement, complete in-place in accordance with City of Carlsbad Standard Drawings (GS-17 and GS-25 or GS-26, as modified) and other requirements of the Contract Documents. The price paid shall include, but not be limited to, saw-cutting and cold milling not included in any other bid item; applying tackifiers; placing and compacting asphalt concrete along trench or site excavations, areas damaged by construction, or grind and overlay areas; applying seal coat; disposal of waste or surplus materials and all incidental work or services. Pavement that is damaged during construction, when such damage could have been prevented using rubber-tired equipment, steel plating or similar protective measures, will not be measured for payment and shall be replaced at the Contractor’s expense. Revised 6/15/17 Contract No. 5552 Page 122 of 138 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS. 200-2.2 Crushed Aggregate Base. 200-2.2.1 General. Add the following: 1. Samples for testing shall represent every 500 cubic yards or one day's production, whichever is less. If the results of the aggregate grading tests do not meet the grading requirements in Table 200-2.2.2 but meet the Quality Requirements specified in Table 200-2.2.3, placement of the aggregate base may be continued for the remainder of that day. However, another day's Work may not be started until test results indicate that the next material to be used in the Work will comply with the specified gradation and quality requirements. 2. If the results of both the aggregate grading and Sand Equivalent tests do not meet the requirements of Section 200-2.2, the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor, and approved at the sole discretion of the Engineer, the aggregate base may remain in place and the Contractor shall pay to the Agency $50 per cubic yard for such aggregate base left in place. The Agency may deduct this amount from any moneys due, or that may be come due, to the Contractor under the Contract. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201-1.1.2(A) Modify as follows: TABLE 201-1.1.2(A) (3) PORTLAND CEMENT CONCRETE Type of Construction Concrete Maximum Class Slump Inches All Concrete Used Within the Right-of-Way 560-C-3250 (1) (2) Trench Backfill Slurry 190-E-400 8” Street Light Foundations and Survey Monuments 560-C-3250 4” Traffic Signal Foundations 590-C-3750 4” Concreted-Rock Erosion Protection 520-C-2500P 310-C-17 per Table 300-11.3.1 Revised 6/15/17 Contract No. 5552 Page 123 of 138 (1) Except that concrete required to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201-1.1.2(A) SSPWC. (2) As per Table 201-1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. 201-1.2.4 Chemical Admixtures. Substitute the following: (d) Air-Entraining Admixtures. The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test 504. SECTION 203 - BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.2.1. Asphalt Binder. Add the following: Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the Asphalt Binder content is within +/-0.5% of the design mix and the gradation conforms to the grading as shown in Table 203-6.4.4. Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Hveem Stability per Table 203-6.4.4. 203-6.4 Asphalt Concrete Mixtures. Add the following: Conventional Asphalt concrete shall be class C2-PG64-10 for a surface course 2 inches in depth and B-PG64-10 for all base courses. Asphalt concrete shall be class D2-PG70-10 for dikes and class E-PG70-10 ditches. 203-6.4.4 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that confirms the production of a particular mix design and verifies using samples of aggregate taken before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with Calif. Test 125. When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for: 1. Asphalt Content and Gradation of Extraction using Calif. Test 382 or ASTM 2172, and Calif. Test 202. 2. Stability using: a. Hveem stability Value using Calif. Tests 304 and 366 shall be the average of three individual Values and/or b. Marshall Stability1 in accordance with the Asphalt Institute's MS-2 fabricated and tested for traffic volume and shall be the average of three specimens. Revised 6/15/17 Contract No. 5552 Page 124 of 138 1Only use Marshall Stability when the deviation between individual Hveem Stabilometer Values are greater than +/-5. When using core sample analysis, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results. The amount of asphalt binder used in asphalt concrete placed in dikes, gutters, gutter flares, overside drains and aprons at the ends of drainage structures shall be increased one percent by mass of the aggregate over the amount of asphalt binder determined for use in asphalt concrete placed on the traveled way. Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the asphalt content is within +/- .40 of the design mix and the gradation conforms to the grading as shown in Table 203-6.4.4. Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Hveem Stability per Table 203-6.4.4. SECTION 213 - ENGINEERING GEOSYNTHETICS 213-5 GEOTEXTILES AND GEOGRIDS. Add the following section: 213-5.1 General. Geotextile types shall be used for the applications listed in Table 213-5.1. Table 213-5.1 GEOTEXTILE APPLICATIONS Application of Geotextile Type Designation Separation of Soil and Street Structural Section 90WS Separation of Soil and Subsurface Aggregate Drain 180N Reinforcement of Street Structural Section 200WS Remediation and Separation of Soil 270WS Reinforcement of Soil 270WS Drainage at the Interface of Soil Structures N/A Drainage at the Interface of Soil and Structures N/A Rock Slope Protection Fabric for Rock Sizes Below 225 kg (¼ Ton) 180N Rock Slope Protection Fabric for Rock Sizes Including and Above 225 kg (¼ Ton) 250N Plant Protection Covering 90N Erosion Control Fence with 14 AWG - 150 mm x 150 mm (6”x6”) Wire and 3 m (10’) Post Spacing 90WS Erosion Control Fence with 1.8 m (6’) Post Spacing and No Wire Fencing 200WS Add the following section: 213-5.2 Erosion Control Specialties. Storm water erosion control plans shall be prepared, implemented, and maintained by individuals with the respective qualifications and certification as specified in the City of Carlsbad Engineering Standards Volume 4. Revised 6/15/17 Contract No. 5552 Page 125 of 138 Add the following section: 213-5.3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50lbs) of 19 mm (3/4“) crushed rock and securely tied closed. Plastic bags are not acceptable. SECTION 300 – EARTHWORK Add the following section: 300-2.10 Grading Tolerance. The Contractor shall finish excavated areas other than slopes and subgrade below structures, within the roadway and sidewalk areas within 30 mm (0.1’) of the grades shown on the plans. Subgrade tolerances shall conform to the requirements of section 301-1.4. Add the following section: 300-12 STORM WATER POLLUTION PREVENTION PLAN. 300-12.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter referred to as the "SWPPP,". The SWPPP shall conform to the requirements of the City of Carlsbad Engineering Standards Volume 4 “SWPPP Manual”, “Greenbook” Standard Specifications for Public Works Construction, the requirements in the California Storm Water Quality Association, Stormwater Best Management Practice Handbook, Construction (“Handbook”), the requirements of the Permit, the requirements in the plans and these supplemental provisions. 300-12.2 SWPPP Document. Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2- 5.3. If revisions are required, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer’s comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both during and after construction is completed under this contract. The SWPPP shall incorporate control measures in the following categories: 1. Soil stabilization practices; 2. Sediment control practices; 3. Wind erosion control practices; 4. Non-storm water management and waste management and disposal control practices; and 5. Daily street sweeping Specific objectives and minimum requirements for each category of control measures are contained in the Handbook. Revised 6/15/17 Contract No. 5552 Page 126 of 138 The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP. The SWPPP shall include, but not be limited to, the following items as described in the SWPPP: 1. Source Identification; 2. Erosion and Sediment Controls; 3. Non-Storm Water Management; 4. Waste Management and Disposal; 5. Maintenance, Inspection and Repair; 6. Training; 7. List of Contractors and Subcontractors; 8. Post-Construction Storm Water Management; 9. Preparer; 10. Copy of the local permit; 11. BMP Consideration Checklist; 12. SWPPP Checklist; 13. Schedule of Values; and 14. Storm Water Pollution Prevention Drawings. The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of the Permit or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially accepted SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP. Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project site. The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency. Requests by the public shall be directed to the Engineer. 300-12.3 SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work ordered in accordance with Section 6-3, "Suspension of Work". Requirements for installation, construction, inspection, maintenance, removal and disposal of control measures are specified in the “Handbook” and these supplemental provisions. Revised 6/15/17 Contract No. 5552 Page 127 of 138 Soil stabilization practices and sediment control measures, including minimum requirements, shall be provided throughout the rainy season, defined as between October 1 and April 30. Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas of the project site shall be completed, except as provided for below, no later than 20 days prior to the beginning of the rainy season or upon start of applicable construction activities for projects which begin either during or within 20 days of the rainy season. The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the SWPPP for sediment tracking, wind erosion, non-storm water management and waste management and disposal. The Engineer may order the suspension of construction operations, at the Contractor’s cost, which create water pollution if the Contractor fails to conform to the requirements of this section as determined by the Engineer. 300-12.4 Maintenance. To ensure the proper implementation and functioning of control measures, the Contractor shall regularly inspect and maintain the construction site for the control measures identified in the SWPPP, as described in Section 7-8. The Contractor shall identify corrective actions and time frames to address any damaged measures or reinitiate any measures that have been discontinued. The construction site inspection checklist provided in the “Handbook” shall be used to ensure that the necessary measures are being properly implemented, and to ensure that the control measures are functioning adequately. The Contractor shall submit one copy of each site inspection record to the Engineer, within two days of the inspection. During the rainy season, inspections of the construction site shall be conducted by the Contractor to identify deficient measures, as follows: 1. When the five-day rain probability forecast exceeds forty percent (40%). 2. After any precipitation which causes runoff capable of carrying sediment from the construction site; 3. At 24-hour intervals during extended precipitation events; and 4. Routinely, at a minimum of once every week. If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a later date and time if requested by the Contractor and accepted by the Engineer in writing, but not later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the City. 300-12.5 Payment. The contract lump sum price paid for the SWPPP work shall include full compensation for the design, submittal, obtaining approval, and amending the Tier 2 SWPPP and for furnishing all labor, materials, tools, equipment, and incidentals to install, implement, maintain and remove construction BMPs per the approved SWPPP. The most recent Tier 2 construction SWPPP Template is available on the City Website and an example is included in Appendix “A”. Partial payment shall be based on the percentage of the total value of work completed. Revised 6/15/17 Contract No. 5552 Page 128 of 138 SECTION 301 - SUBGRADE PREPARATION, TREATED MATERIALS AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION. 301-1.2 Preparation of Subgrade. Modify the second and third paragraphs as follows: Change each instance reading “6 inches” to “12 inches”. 301-1.3 Relative Compaction. Delete the first paragraph and substitute the following: The Contractor shall compact the upper 300 mm (12”) of subgrade beneath areas to be paved, have base or subbase material placed on them (including pipelines), or curb, gutter, curb and gutter, alley pavement, driveway, sidewalk constructed over them, to no less than 95 percent maximum dry density as determined by ASTM D1557. 301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall be incidental to the contract bid price for which the subgrade is prepared and shall include all labor, materials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be allowed. SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. Add the following section: 302-5.2 Pavement Transitions. The Contractor shall ramp the approaches and termini to all structures and vertical joints in the cold-milled area which are transverse to through traffic with temporary asphalt concrete pavement as specified in Section 306-13.1. Ramps shall be constructed the same day as cold milling and removed the same day as permanent paving. Ramp dimensions and compaction shall be as approved by the Engineer. 302-5.4 Tack Coat. Add the following: If the asphalt concrete pavement is being constructed directly upon an existing hard-surfaced pavement, a tack coat of PG 64-10 paving asphalt at a rate of 0.05 gallon per square yard or SS-1h emulsion at a rate between 0.05 and 0.10 gal/SY shall be uniformly applied upon the existing pavement preceding the placement of the asphalt concrete. The contact surfaces of all cold pavement joints, curbs, gutters, manholes, and the like shall be painted with PG 64-10 paving asphalt, or SS-1h emulsion, immediately before the adjoining asphalt concrete is placed. The Contractor shall place a tack coat between the successive interfaces of existing pavement and new asphalt concrete. Revised 6/15/17 Contract No. 5552 Page 129 of 138 302-5.5 Distribution and Spreading. Add after the second sentence of sixth paragraph: The Contractor shall provide the self-propelled spreading and finishing machine used to construct the asphalt concrete surface course with an automatic screed control. The automatic screed control shall be 5.5 m (18’) minimum length. The paving machine shall be operated by an operator and two full-time screed men during all paving. The Contractor shall provide an on- site backup paving during all paving operations. No conveyor belt systems will be allowed for moving the AC. No AC windrows will be allowed. Only a surge volume/remix material transfer vehicle (MTV) is allowed to receive the AC from the haul trucks and then place it in the self- propelled spreading and finishing machine. If the Engineer determines the use of the MTV is not practical for a portion of the project, the Engineer may waive its requirement for that portion. 302-5.6.1 General. Add to the second paragraph, Part (2): Pinched joint rolling procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise directed by the Engineer. Add after the last paragraph: Unless directed otherwise by the Engineer, the initial breakdown rolling shall be followed by a pneumatic-tired roller as described in this section. 302-5.9 Measurement and Payment. Replace the first sentence with the following: Payment for pavement resurfacing shall be made at the unit bid price for the item requiring such work. Add the following section: 302-15 PUBLIC CONVENIENCE AND TRAFFIC CONTROL. The Contractor shall schedule the work so as to prevent damage by all traffic. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the city’s contracted waste company. The Contractor shall accommodate mail delivery to residences and businesses during the work. At least two weeks prior to work, Contractor shall send, by first class mail, notification letters to all property addresses on which resurfacing shall occur. Obtaining the appropriate addresses shall be the Contractor’s responsibility. A sample letter shall be provided by the city and the Contractor shall use the city’s sample letter and modify it with the appropriate street names, dates, times, and phone numbers specific to the work. The limits and sequencing of the Contractor’s resurfacing operations shall impact no more than 900 lineal feet of street or curb-side parking for residents and business on any given day. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contract shall give written notification of the impending disruption via door hangers. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The Contractor shall deliver the advance notification door hanger which shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Revised 6/15/17 Contract No. 5552 Page 130 of 138 Contractor’s permanent office or field office and the other number shall be a 24-hour number answered by a representative of the Contractor who is knowledgeable about the project. At least one of the phone numbers shall be in the 760 area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall use the sample door hanger provided by the city and submit door hangars to the Inspector for approval. Notices shall not be distributed until approved by the Inspector. The notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 4 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65-lb card stock. The printing on the notice shall be no smaller than 12-point. The door hanger shall list the street name, date, time, phone numbers, and appropriate information specific to the work. The preparation, materials, printing and distribution of the notifications shall be included in the contract price for the Work requiring such notifications and no separate or additional payment shall be made. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION. 303-1 CONCRETE STRUCTURES. 303-1.2 Subgrade for Concrete Structures. Add the following: If groundwater is encountered, Contractor shall work a minimum 2’ deep of ¾” gravel into soil to provide an adequate base for construction of concrete structure. 303-1.11 Measurement. Delete the subsection in its entirety and replace with the following: Concrete structures will be measured for payment by each structure installed as specified in the bid schedule and in accordance to the plan and any referenced standard drawings. 303-1.12 Payment. Delete the subsection in its entirety and replace with the following: Payment for concrete structures will be made as set forth in the Bid Schedule. Payment shall include compensation for furnishing all labor, materials, tools, and equipment necessary to construct the concrete structures complete in place. Items shall include submittal of PCC mix design for approval, structure excavation, subgrade and base preparation, furnishing PCC and casting-in-place, steel reinforcement, forms, covers, rims, grates, frames, collars, cone and draft sections, bases, steps, clean up; and for all other work necessary to install the concrete structure, complete in place, and no additional compensation will be allowed therefor. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1.1 General. Revised 6/15/17 Contract No. 5552 Page 131 of 138 Add the following: Portland Cement Concrete construction shall include, but not limited to, curbs, walkways, cross gutters, access ramps, driveways, concrete curb outlet, terrace ditches, and all other miscellaneous PCC construction items as indicated on the plans and per these Specifications. Removal of adjacent asphalt concrete and aggregate base removal associated with concrete curb construction shall be replaced with full depth asphalt concrete with a minimum width of one foot perpendicular to the face of concrete edge. The replaced section shall conform to the requirements of Sections 203-6, 302-5, 401-3 and match the depth of the adjacent concrete gutter. The Contractor shall verify with a “smart level”, string line and/or water testing that positive drainage is maintained upon completion of finishing, and any irregularities causing water ponding shall be corrected and refinished. The CITY shall be present to verify the concrete forms, prior to pouring any PCC construction improvements. 303-5.5.2 Curb. Add the following: The Contractor shall stamp the curb face with 75 mm (3”) high block letters directly above the point that it is crossed by underground facilities with the marking specified in Table 303-5.5.2(A) TABLE 303-5.5.2(A) Curb Face Markings Type of underground facilities Marking Water Service Lateral W Sewer Service Lateral S Irrigation Water Lateral or Sleeve RW 303-5.9 Measurement and Payment. Add the following: Curb and gutter, and curb, shall be considered as continuing across driveways, access ramps and drainage inlets when constructed adjacent thereto. Neither curb and gutter nor curb will be paid for across the length of local depressions, except that which occurs in gutter transitions at each side of an inlet. SECTION 306 – OPEN TRENCH CONDUIT CONSTRUCTION 306-3 TRENCH EXCAVATION. Add the following: 306-3.1 General. When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined without excavation, the Contractor shall excavate and expose the existing improvement at the location shown on the Plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvements when it is exposed. Any adjustments in line or grade which may be necessary to accomplish the intent of the plans shall be made at no additional costs. Revised 6/15/17 Contract No. 5552 Page 132 of 138 Add the following: 306-3.2 Removal of Surface Improvements. Add the following: Bituminous pavement, concrete pavement, curbs, sidewalks, or driveways removed in connection with construction shall be removed in accordance with Subsection 401 of the Standard Specifications and these Special Provisions and reconstructed in-kind. 306-3.5 Maximum Length of Open Trench. Delete the first sentence for the first paragraph and replace with the following: Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe is used shall be the distance necessary to accommodate the amount of pipe installed in a single day. 306-12 BACKFILL. 306-12.1 General. Add the following: The Contractor shall install detectable underground utility marking tape above each or, in the case of bundled underground conduit of the same type, the upper underground conduit being installed by the open trench method. Delete the following section in its entirety and replace with the following: 306-12.3.2 Compaction Requirements. The Contractor shall densify trench backfill to a minimum of 90 percent relative compaction except that in the top 915 mm (36”) of the street right-of-way, compaction shall be 95 percent. 306-13 TRENCH RESURFACING. 306-13.1 Temporary Resurfacing. Add the following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and replaced with permanent resurfacing within 7 days of placement. No additional payment will be made for temporary bituminous resurfacing materials. The price bid for the associated conduit or structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary resurfacing materials. 306-13.2 Permanent Resurfacing. Add the following: Except as provided in section 306-13.1, “Temporary Resurfacing,” the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and compaction of backfill and aggregate base materials. Revised 6/15/17 Contract No. 5552 Page 133 of 138 SECTION 400 – PROTECTION AND RESTORATION 400-1 GENERAL. Add the following: The Contractor shall replace all pavement striping, markings and markers which are not designated for removal and are damaged as a result of its operations. 400-2 PERMANENT SURVEY MARKERS. Delete the second paragraph and subparagraphs a), b) and c). 400-3 PAYMENT. Delete in its entirety and replace with the following: No separate or additional payment will be made for 1) protection of existing improvements, and 2) restoration of existing improvements. No separate or additional payment will be made to restore permanent survey makers. SECTION 401 – REMOVAL 401-3 CONCRETE AND MASONRY IMPROVEMENTS. 401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway and Alley Intersections. Delete the third and fourth sentence and add the following: All existing concrete shall be removed to the nearest joint. Concrete shall be removed to neatly sawed edges with saw cuts made to a depth deep enough to produce a clean straight break without loosening, cracking or damaging adjoining improvements. PCC and all other material unsuitable for use as fill, as determined by the Engineer, shall be removed from the right-of-way and disposed of by the Contractor at a site of his own choice and shall pay all costs incidental to the disposal. Add the following section: 401-3.2.1 Adjacent Asphalt Concrete Removal. Removal of asphalt concrete and aggerate base associated with concrete driveway, ramp and curb and gutter construction shall be replaced with full depth asphalt concrete to a minimum width of one foot perpendicular from face of nearest concrete edge. Removal of adjoining asphalt section and the full depth replacement is incidental to the concrete curb and gutter work as described in section 303-5. Revised 6/15/17 Contract No. 5552 Page 134 of 138 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 6 TEMPORARY TRAFFIC CONTROL SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES Add the following section: 601-1.2 Payment. The Contract price paid for Temporary Traffic Control shall include full compensation for, but not limited to, design, submittal and approval of the temporary traffic control plan (TCP) and furnishing all labor, materials, tools, equipment, and incidentals for storing, placing, maintaining, moving to new locations, replacing and removing all traffic control zone devices including flaggers, construction area signs and signage, channelizing devices including traffic barriers and end treatments, traffic sign enhancement devices including portable changeable message signs and flashing arrow signs, temporary traffic striping and pavement markings and as shown on the Plans or approved TCP and in accordance with the Contract Documents. Full compensation for removing and salvaging the traffic control equipment and materials that are to be reused or reset in the Work shall be considered included in the Contract price paid for Temporary Traffic Control and no additional compensation will be allowed therefor. Progress payments for Temporary Traffic Control shall be based on the percentage of the total value of work completed. 601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES. 601-3.1 General. Add the following: The Contractor shall furnish and install temporary traffic pavement markers, channelizers, signage, railing (type K), barriers, crash cushions and end treatments for railings and barriers at the locations shown on the Plans or the approved TCP and as required by the Contract Documents. Add the following section: 601-3.4.1 General. Add the following: If temporary traffic signs are displaced or overturned by any cause during the progress of the Work, the Contractor shall immediately replace the signs in their approved locations. The Contractor shall maintain all temporary traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall replace or restore graffiti marked temporary traffic signs and posts used in the Work within 8 hours of such discovery. Revised 6/15/17 Contract No. 5552 Page 135 of 138 In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices, the Engineer may, at his/her sole option, may correct the deficiency and charge the Contractor fifty dollars ($50.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is greater. 601-3.5 Signs and Signage. 601-3.5.1 General. Delete in its entirety and replace with the following: Unless otherwise specified, signs shall conform to the California MUTCD. Portable signs shall consist of a base, standard or framework, and a sign panel and conform with applicable provisions for portable signs in Caltrans Standard Specification 12-3.11. Sign units shall be capable of being delivered to the Work site and placed into immediate operation. The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein. Signage shall include all temporary signs required for the direction of traffic through or around the Work site. Sign placement shall conform to the California MUTCD and the TCP. Temporary “No Parking” and “No Stopping” signs shall be installed at least 24 hours before enforcement. Public notification of temporary “No Parking” restriction shall be posted at least 72 hours before enforcement of the “No Parking” zone. The notification shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the Work at that location. Failure to meet the date so indicated will require re-posting the notification in advance of the rescheduled Work. 601-3.5.2 Payment. Modify this section as follows: Payment for signs and signage shall be included in the contract price for Temporary Traffic Control as specified in Section 601-2.2. 601-3.6 Channelizing Devices. 601-3.6.1 General. Replace this section with the following: Channelizers shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Channelizer posts shall be orange in color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The reflective sheeting shall be visible at 300 m (1000’) at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in Section 312- 1, “Placement.” Channelizers shall be applied only on a clean, dry surface. Channelizers shall be placed on the alignment and location shown on the plans and as directed by the Engineer. The channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on curved alignment. All layout work necessary to place the channelizers to the proper alignment shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 4-1.5, "Certification”. Said certificate shall certify that the channelizers comply with the plans and specifications and Revised 6/15/17 Contract No. 5552 Page 136 of 138 conform to the prequalified design and material requirements approved by the Engineer and were manufactured in accordance with a quality control program approved by the Engineer. Add the following subsection: 601-3.6.5.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans. Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand-filled crash cushions units as shown on the plans. Add the following subsection: 601-3.6.5.2 Appearance. Exposed surfaces of new and used units of temporary railing (Type K) shall be freshly coated with a white color paint prior to their first use on the project. The paint shall conform to the provisions in sections 210-1.5 “Paint Systems” and 310 “Painting”. Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Contractor shall replace or repaint units of temporary railing (Type K) or shall remove graffiti, tire or vehicle marks, dirt or other materials that mar the appearance when ordered by the Engineer. Add the following subsection: 601-3.6.5.3 Manufacture of Temporary Railing. In addition to the requirements herein, the temporary railing (Type K) shall be manufactured per Caltrans Standard Drawing T3. Concrete used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201- 1, “Portland Cement Concrete” and 303-1 “Concrete Structures”. Load tickets and a Certificate of Compliance will not be required. Reinforcing steel shall conform to Section 201-1, “Portland Cement Concrete” and Section 303-1 “Concrete Structures”. Steel bars to receive bolts at ends of concrete panels shall conform to ASTM A36/A36M. The bolts shall conform to ASTM A307. A round bar of the same diameter may be substituted for the end-connecting bolt shown on the plans. The bar shall conform to ASTM A36/A36M, shall have a minimum length of 660 mm and shall have a 75 mm (3”) diameter by 9 mm (3/8”) thick plate welded on the upper end with a 5 mm (3/16”) fillet weld. The final surface finish of temporary railings (Type K) shall conform to the provisions in Section 303-1.9.2 “Ordinary Surface Finish.” Exposed surfaces of concrete elements shall be cured by the water method, the forms-in-place method, or the pigmented curing compound method. The pigmented curing compound shall be type 2 curing compound. Temporary railing (Type K) may have the Contractor’s name or logo on each panel. The name or logo shall not be more than 100 mm in height and shall be located not more than 300 mm above the bottom of the rail panel. Add the following subsections: 601-3.6.5.4 Installation of Temporary Railing. In addition to the requirements herein, the temporary railing (Type K) shall be installed per Caltrans Standard Drawing T3. Temporary railing (Type K) shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed and maintained in alignment without substantial offset to each other. The precast concrete units shall be positioned straight on tangent alignment and on a true arc on curved alignment. Each rail unit placed within 3 m (10’) of a traffic lane shall have a reflector installed on top of the rail as directed by the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2009 California Supplement shall also be installed at each end of railing installed adjacent to a two-lane, two-way highway and at the end facing traffic of railing installed adjacent to a one-way roadbed. If the railing is placed on a skew, the Revised 6/15/17 Contract No. 5552 Page 137 of 138 marker shall be installed at the end of the skew nearest the traveled way. Type P marker panels shall conform to the provisions of Section 206-7.2, “Temporary Traffic Signs”. Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are removed, any area where temporary excavation or embankment was used to accommodate the temporary railing shall be restored to its previous condition or constructed to its planned condition. 601-3.6.5.5 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall be selected from the latest Caltrans Authorized Material List for highway safety features and shall meet NCHRP 350 standards. Other features will be suitability to application, operational characteristics, durability and other such characteristics that the Engineer shall determine. Temporary sand-filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15’) or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per Caltrans Standard Drawings T1 and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2009 California Supplement shall also be installed at each TSFCC array as shown in Caltrans Standard Drawings T1 and T2. Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from. 601-3.7.5 Portable Changeable Message Signs (PCMS). Add the following: 601-3.7.5.1 General. Each portable changeable message sign (PCMS) unit shall consist of a controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions. The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m (14.5') above the ground. After initial placement, PCMS shall be moved from location to location as directed by the Engineer. 601-3.7.5.2 Message Board. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection. Revised 6/15/17 Contract No. 5552 Page 138 of 138 Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal lighting conditions. The sign shall have manual dimming operation modes of 3 or more different lamp intensities. Matrix signs not utilizing lamps shall be either internally or externally illuminated at night. The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre-programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from one position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre-programmed stored messages. The keyboard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated. The controller shall provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet. 601-3.7.5.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and maintained at locations shown on the plans, specified herein, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor throughout the project in accordance with the manufacturer's recommendations. When ownership is transferred to the City (at the end of the job), it must be demonstrated to be in good working condition, and meet the provisions of these specifications, including current registration. 601-3.7.5.4 Measurement and Payment. Payment for all traffic signs, including Portable Changeable Message Signs, are incidental to the bid item for Temporary Traffic Control and no other compensation will be made therefor. 601-4 TEMPORARY TRAFFIC STRIPING AND PAVEMENT MARKINGS. 601-4.2.1 Application of Temporary Pavement Markers. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in areas where removal of the markers will be required. Pavement striping, legends and markers which conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The Contractor shall use temporary reflective raised pavement markers for temporary pavement marking, except when the temporary pavement markers are used to replace patterns of temporary traffic stripe that will be in place for less than 30 days. Reflective pavement markers used in place of the removable- type pavement markers shall conform to the Section 314-3 Removal of Pavement Markers and Section 314-5 Pavement Markers, except the 14-day waiting period before placing the pavement markers on new asphalt concrete surfacing as specified in Section 314-5.4 Placement, shall not apply; and epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required. TECHNICAL SPECIFICATIONS SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-1 PART 1 - GENERAL 1.1 REQUIREMENTS A. This section describes the requirements for temporary bypass pumping of sewage flows. When sewage bypass and pumping is required, or the Contractor elects to perform, the Contractor shall submit a Temporary Bypass Plan conforming with the requirements of this Section. B. Contractor shall provide labor, materials, equipment, and supervision to temporarily provide bypass pumping around the Work. No interruption of sewage flow shall be permitted throughout the duration of the project. C. Bypass Operation: 24 hours per day during the period of Work. Operation of the bypass system shall be continuously monitored by the Contractor’s personnel. D. The Contractor shall observe and comply with all Federal, State, and local laws, ordinances, codes, orders, and regulations which in any manner affect the conduct of the work, specifically as they relate to wastewater discharges, spills, or overflows to the environment. The Contractor shall be fully responsible for preventing wastewater discharges, spills or overflows; containing the wastewater; and recovery and legal disposal of wastewater. The Contractor shall be responsible for payment of any fines or penalties assessed against the Agency and for claims and liability arising from negligent or willful discharge of wastewater including attorney fees and costs associated with defending any action against the Agency resulting from such discharges, spills or overflows. E. The Contractor shall not interrupt existing services and/or facility operations which may cause a wastewater discharge, spill or overflow. The Contractor will be charged for all costs associated with the Agency’s efforts if they are dispatched to the discharge, spill or overflow. F. The Contractor is prohibited from discharging any groundwater, stormwater or hazardous waste encountered during construction project without prior written approval by the San Diego Regional Water Quality Control Board and the Encina Wastewater Authority. Refer to the General Provisions Section 7-8.6. G. The Contractor is responsible for noise attenuation equipment and odor control measures if determined necessary by the Agency or County based on site conditions and impact to adjacent property owners. H. The Contractor is responsible for contacting property owners and business that are affected by the construction activities to inform them of the Work and the estimated schedule. Written notice shall be delivered to each home or business in accordance with the General Provisions. A doorhanger notice to residential properties template is available from Agency. I. Two (2) working days prior to any work affecting a sewer lateral, a follow-up notice shall be delivered to each home or business. The notice shall instruct occupants to minimize SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-2 water usage on the day of the work and to fill floor drain traps with water to prevent potential odors. 1.2 SUBMITTALS A. The Contractor shall submit a Temporary Bypass Pumping Plan (Plan) to the Agency in accordance with 2-5.3 Submittals prior to the implementation of flow diversion/bypass. 1. The Plan shall indicate the sequence of construction and the diversion operations and all other operations the Contractor will establish to maintain wastewater service during the diversion/bypass period. 2. The Plan shall be reviewed and approved by the Agency before flow can be diverted/bypassed. No deviation from the approved diversion/bypass plan will be allowed without prior approval from the Agency. 3. The Plan shall include an Overflow Emergency Response Plan (OERP) indicating the procedures, personnel, equipment, and activities that will be implemented in the event of a wastewater discharge, spill or overflow to the environment, or diversion system failure. The Contractor shall be responsible for implementation of the OERP in accordance with this Section. B. Bypass Pumping Plan. 1. Provide for each bypass pumping scenario for the project. Bypass pumping plan shall include at least the following: a. A plan view drawing to graphically show the location of the bypass pumping equipment and appurtenances. b. Staging areas for pumps. c. Sewer plugging method and types of plugs. d. Size and location of manholes or access points for suction and discharge piping. e. Size of pipeline or conveyance system to be bypassed. f. Number, size, material, location and method of installation and protection of suction and discharge piping. g. Bypass pump sizes, capacities, and number of each size to be provided on-site including all primary, secondary, and spare pumping units. h. Backup pumping unit complete with suction and discharge piping for a fully redundant bypass system. i. Calculations of static lift, friction losses, and flow velocity for selection of pumps and piping and pump head-capacity curves and operating ranges. j. System pressure for calculation of hydrostatic testing requirements. k. Downstream discharge plan. l. Method of protecting discharge manholes or structures from erosion and damage. m. Temporary pipe supports and anchoring requirements. n. Thrust and restraint block sizes and locations. Provide the details necessary to demonstrate the integrity of all suction and discharge piping. o. Sections showing suction and discharge pipe depth, embedment, select fill and special backfill. p. When required, sound attenuation features for each pump and any additional equipment that is included in the Bypass Pumping Plan. q. Access plans to all bypass pumping locations indicated on the drawings. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-3 r. Schedule for installation, testing and maintenance of bypass pumping system. s. Emergency plan for adverse weather and flooding. t. Contractor’s plan for providing continuous monitoring of the bypass pumping operation as well as the monitoring persons’ qualifications. u. Flow-thru plugs: If flow-thru plugs are utilized for bypass, provide detailed design including, but not limited to, the flow-thru pipe size(s), configuration and location, and a capacity analysis to verify plug capacity vs design flow. The flow-thru plug shall be tethered or adequately braced during all diversion activities. 2. Subject to the approval of the Agency, if bypass pumping is not required for a location, the Contractor may elect to plug and vactor sewage flows for the duration of the Work. The Contractor shall submit a plug and vactor plan for each location which shall include at least the following: a. Sewer plugging method and types of plugs. b. Size of pipeline or conveyance system to be bypassed. c. Duration of plugging and calculated volume of sewage, including elevation of sewage head. d. Emergency plan for adverse weather and flooding for various phases of the Work. e. Contractors plan for providing continuous monitoring of the sewage flows as well as the monitoring persons’ qualifications. 3. Emergency Contact List: Provide three emergency contacts who are able to respond and be on site within two hours of contact. Provide name, cell phone, and email addresses. List shall be posted in a conspicuous location at the bypass pump location. C. Overflow Emergency Response Plan (OERP) 1. The OERP shall be developed to respond to any construction related wastewater discharge, spill or overflow to the environment. The Contractor’s OERP shall not rely on Agency personnel for emergency response, but they may be dispatched, at the Agency’s discretion and/or availability, to assist the Contractor. If the Agency’s personnel respond, the Contractor shall be responsible for all associated costs. 2. The Contractor is prohibited from unauthorized discharge of any wastewater, groundwater, storm water, or hazardous waste encountered during the construction project. 3. The Contractor shall immediately contact the Agency upon discovery or knowledge of an unauthorized discharge and proceed to control, contain or capture such discharge to the maximum extent possible. The Contractor shall cooperate with the Agency for the Agency’s reporting requirements for the unauthorized discharge. 4. The OERP shall include at a minimum: a. Identification of environmentally sensitive areas that could be affected by a wastewater discharge, spill or overflow, including but not limited to, waterways, channels, catch basins and entrances to existing underground storm drains. b. An emergency notification procedure the complies with the state and federal requirements including but not limited to, California Health and Safety Code Section 5411.5. The Contractor shall designate primary and secondary representatives, their respective home and mobile phone numbers. Agency contacts for City Contractors shall also be listed. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-4 c. Identification of personnel and equipment/tools that will be utilized in the event of a wastewater discharge, spill or overflow to the environment. Include an emergency team with arrangements for backup personnel and equipment. The emergency response team shall be able to dispatch to the site 24 hours a day, 7 days a week including weekends and holidays to respond immediately to any wastewater discharge, spill or overflow to the environment related to the Project work. d. Identification of downstream public water systems. e. Identification of owners of storm water inlets in the immediate vicinity. f. Step-by-step procedures to contain, control, and minimize wastewater discharges, spills or overflows to the environment. 5. At the pre-construction meeting, the Contractor will be provided with a list of Agency representatives to contact in case of a wastewater discharge, spill, or overflow to the environment. These contacts shall be added to the OERP. 6. The Contractor cannot begin work until the Agency has approved the OERP in writing. An approved copy of the OERP shall be available on the job site at all times. 7. It is the Contractor’s responsibility to assure that all employees, including subcontractors, know and obey all emergency procedures included in the OERP. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 GENERAL A. The Contractor shall notify the Engineer 48 hours prior to bypassing or diverting flow in any of the pipelines or laterals. Notification shall include location of bypass, when bypass will be activated, and length of time bypass will be in place. B. Contractor shall maintain sufficient equipment and materials on site to ensure continuous and successful operation of the bypass systems. The Contractor shall maintain spare valves, pumps, tees, elbows, connections, tools, sewer plugs, piping, fuel and/or back-up generator, and other parts or system hardware to ensure immediate repair or modification of any part of the system as necessary. C. Bypass piping cannot be placed within private property without the written approval of the Agency. D. The Contractor must obtain all permits required by San Diego County Air Pollution Control District (APCD) Rule 10, Permits Required. Any reciprocating internal combustion engine, including engine-driven generators or pumps, rated for 50 BHP or greater will require APCD permitting. 3.2 BYPASS PUMPING EQUIPMENT A. All equipment, including but not limited to vactors and pumps shall be fully installed, operational, and ready for immediate use. B. Noise Restrictions SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-5 1. Pumps and generators shall keep the noise level below 70 dBA at 30 feet. 2. Equipment used in residential areas or night time operation shall have sound attenuation enclosures. C. Capacity 1. Pumps and bypass lines shall be of adequate capacity and size to handle all sewer flow. The bypass pumping equipment shall be sized to handle 100% of the required flows: Peak Wet Weather Flow: As shown on the Plans 2. Bypass lines, fittings and all accessories shall withstand twice the maximum pressure required for bypassing and shall be in good working condition. 3. The Contractor is responsible for verifying the actual peak flow rate and designing the flow diversion/bypass pumping system. 4. Spare pumps and generators, with a total capacity equal to 100% of the peak flows, must also be supplied to provide 100% redundancy. D. The Contractor shall perform the necessary maintenance and repairs on the flow bypass system, and exercise and ensure the operation of the backup pumps. The Contractor shall operate backup pumps for a minimum of 25% of the total bypass time on a daily basis E. The Contractor shall provide one dedicated fuel tank for each pump/generator if fuel/generator driven pumps are used. Each fuel tank shall have a fuel level indicator. The Contractor shall continuously monitor the fuel level in the tanks and ensure that the fuel level does not drop below a level equivalent of two hours of continuous flow diversion system operation. The Contractor shall protect the fuel supply from contamination. This could include but is not limited to fuel line water traps, fuel line filters, and protecting fuel stores from precipitation. The Contractor shall also monitor all hoses and repair leaks immediately. F. The bypass pumping system shall be manned at all times, including any bypass pumping performed after normal work hours, weekends and holidays. 3.3 PROTECTION A. Contractor shall mark and protect suction and discharge pipes. B. The Contractor shall inspect the entire bypass pumping and piping system for leaks or spills on a continuous basis. C. No bypassing to the ground surface, receiving waters, storm drains, or bypassing which results in soil or groundwater contamination or any potential health hazards shall be permitted. D. In the event of any sewage spill the Contractor shall follow the approved OERP and the steps outlined in Paragraph 3.4. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-6 3.4 WASTERWATER DISCHARGE EVENT A. In event of wastewater discharge, spill, or overflow to the environment, the Contractor shall: 1. Immediately implement the OERP without direction from the Agency, to control and contain the discharge, spill, or overflow. 2. Contact Agency personnel immediately. Information to provide shall include at minimum, the following: a. Location of discharge, spill, or overflow b. Start time of discharge, spill, or overflow c. Duration if already terminated, or expected duration if in progress d. Estimated wastewater volume spilled e. Cause (if known) f. Control measures implemented g. Type of remedial and/or clean up measures taken h. Description of affected or potentially affected sensitive areas such as waterways, channels, catch basins and entrances to existing underground storm drains 3. Based on the above information, the Agency will determine if the discharge, spill or overflow is contained, and whether Agency personnel should be dispatched to the site. If dispatched, the Contractor shall be responsible for all costs incurred by the Agency as associated with the discharge, spill, or overflow. 4. Contact owner of stormwater inlets if discharge, spill or overflow enters stormwater system. 5. Report the spill to the applicable jurisdictional agency following the procedures in the OERP. B. The Contractor shall, within 24 hours of the wastewater discharge, spill or overflow, submit to the Agency a written Wastewater Discharge Incident Report. C. The Agency will evaluate the need for procedural changes to avoid further discharges, spills or overflows and the Contractor shall implement such changes immediately at no additional cost to the Agency. The Agency may institute further corrective actions, as deemed necessary. D. The Contractor shall not damage existing public and private improvements, interrupt existing services and/or facility operations which may cause a wastewater discharge, spill or overflow to the environment. Any utility and/or improvement which is damaged by the Contractor shall immediately be repaired at the expense of the Contractor. E. Once the discharge, spill or overflow has been contained and the situation causing the event has been stabilized, the Contractor shall restore the affected areas to original condition. 3.5 FIELD QUALITY CONTROL A. Hydrostatic Pressure Test: SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-7 1. Notify the Engineer 24 hours prior to testing. The test shall be observed by an Agency Representative. 2. Attach bulkheads, isolation valves and pressure gauges to the piping to be tested. 3. Fill the discharge piping with potable water and seal the piping on both ends. The Contractor shall be responsible for securing potable water supply. 4. Test the discharge piping with maximum pressure equal to 2.0 times the maximum operating pressure or 50 psi, whichever is greater for a period of 30 minutes. 5. If no leaks are observed after the test period, the line may be placed in service. B. Inspection: 1. Operator shall inspect temporary bypass pumping and piping system at a minimum of every hour. 2. Operator shall continuously monitor the flow levels downstream and upstream of the flow diversion to detect any possible failure that may cause a wastewater discharge. 3. Keep written inspection log at each pumping location. Provide weekly copies to the Agency in a manner acceptable to the Agency. C. Maintenance: 1. The Contractor shall inspect and maintain the bypass system daily, including the backup system. 2. The Contractor shall submit maintenance procedures and frequency to the Agency prior to any flow bypass. 3. The Contractor shall maintain a log of system operation and inspection, maintenance and repair records, and provide copies to the Agency upon request in a manner acceptable to the Agency. 3.6 CLEAN-UP A. The bypass pumping system shall be flushed with potable water and drained prior to being dismantled and moved to the next location. Drain residual wastewater from the piping system into the Agency sewer main prior to disassembly, taking care to avoid wastewater spills. B. Upon completion of bypass pumping operation, clean disturbed areas, restoring to original condition, including pavement restoration, at least equal to that which existing prior to start of Work. 3.7 SCHEDULING A. The bypassing system shall not be shut down between shifts, on holidays or weekends, or during work stoppages. B. The bypass system shall have a trained and qualified attendant on site 24 hours per day, 7 days per week to maintain the bypass pumping system from the start of bypass until the bypassing of the specific pipeline is no longer required. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5552 02960-8 END OF SECTION SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-1 PART 1 GENERAL 1.1 DESCRIPTION A. This section describes the requirements for precast concrete manholes, also referred to in the approved plans as flow meter vault, for new manholes to be installed. B. The Contractor shall furnish and install all manholes shown on the Plans, complete and in place in accordance with the Contract Documents. C. This section does not address rehabilitation of existing sewer manholes. Refer to the Greenbook for manhole rehabilitation requirements. 1.2 REFERENCE STANDARDS The publications listed below form part of this specification to the extent referenced and are referred to in the text by the basic designation only. Reference shall be made to the latest edition of said standards unless otherwise called for. A. Commercial Standards: ACI 350-20 Code Requirements for Environmental Engineering Concrete Structures & Commentary ACI 318-14 Building Code Requirements for Structural Concrete ASTM A48 Gray Iron Castings ASTM C94 Specification for Ready-Mixed Concrete ASTM C443 Standard Specification for Joints for Concrete Pipe and Manholes Using Rubber Gaskets ASTM C478 Precast Reinforced Concrete Manhole Sections ASTM C579 Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic, Surfacing, and Polymer Concretes ASTM C580 Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes ASTM C857 Standard Practice for Minimum Structural Design Loading for Underground Utility Structures ASTM C923 Resilient Connectors between Reinforced Concrete Manhole Structures, Pipes, and Laterals SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-2 ASTM D648 Test Method for Deflection Temperature of Plastics Under Flexural Load in Edgewise Position ASTM D2584 Test Method for Ignition Loss of Cured Reinforced Resins SSPWC Chemical Resistance (Pickle Jar) Test 1.3 RELATED WORK SPECIFIED ELSEWHERE The Contractor shall refer to the following specification section(s) for additional requirements: A. Trenching, Excavation, Backfilling and Compacting: 02223 B. Cast-In-Place Concrete: 03000 1.4 SUBMITTALS A. Submit manufacturer’s data and details of following items for approval in accordance with General Provisions. 1. Show dimensions, locations, lifting inserts, reinforcement, and joints 2. Shop drawings of manhole sections, base units and construction details, jointing methods, materials, and dimensions 3. Summary of criteria used in manhole design including, as minimum, material properties, loading criteria, and dimensions assumed. Include certification from manufacturer that concrete manhole design meets or exceeds the load and strength requirements of ASTM C478 and ASTM C857, reinforced in accordance with ACI 318-14 and ACI 350-20. Include current ISO 9001:2018 certification 4. Frames, grates, rings, and covers 5. Materials to be used in fabricating pipe drop connections 6. Materials to be used for pipe connections 7. Materials to be used for stubs and stub plugs, if required 8. Sealants and waterproofing materials 9. Proof of independent Chemical Resistance testing conducted in accordance with the Greenbook 10. Submitted sealed drawings by a California-registered Professional Engineer 1.5 QUALITY ASSURANCE The City Inspector shall observe preparation of the subgrade and placement of gravel prior to the placement of the manhole base. The Contractor shall install manholes at the SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-3 correct elevations and orientations, level the base, ensure water tight joints, and backfill and compact in accordance with the Contract Documents. 1.6 QUALITY CONTROL A. Facility Quality Control should adhere to ISO 9001:2018 for manufacturing. All fabricators will be ISO 9001:2018 Certified and provide documentation of current certification. Manufacturing will take place in a facility regularly engaged in precast concrete manufacturing. B. Manufacturer shall provide project references for approval by the City Engineer for 10 previous projects where the product has been successfully used and completed in the last 5 years. 1.7 DESIGN CRITERIA A. Precast concrete manhole risers, cones, flat lids, grade rings and manhole base sections shall be designed by manufacturer to meet the intent of ASTM C478 with allowable compositional and sizing differences as designed by the precast concrete manufacturer. B. AASHTO HS-20 or HL-93 design or as required with loading applied to manhole cover and transition and base slabs. C. Precast manholes will be designed based upon live and dead load criteria in ASTM C857 and ACI 318-14. D. Unit soil weight of 120 pounds per cubic foot (pcf) located above portions of manhole, including base slab projections. E. Assume fully saturated soil conditions. F. Dead load of manhole sections fully supported by concrete manhole base. 1.8 DESIGN Precast concrete manhole risers, cones, flat lids, grade rings and manhole base sections shall be designed to meet loading requirements of ASTM C478, ASTM C857 and ACI 318-14 and ACI 350-20: A. Mix design shall consist of ASTM C150, Type V Portland cement, sand, and aggregate. All sand and aggregate shall be inert in an acidic environment. B. The wall thickness of precast concrete structures shall not be less than shown on the approved plans. C. Each precast concrete manhole component shall be free of all defects, including indentations, cracks, and foreign inclusions that, due to their nature and degree or extent, detrimentally affect the strength and serviceability of the component part. Cosmetic defect shall not be cause for rejection. The nominal internal diameter of manhole components shall not vary more than 2%. SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-4 D. Each manhole shall be marked with the following information: manufacturer’s name or trademark, manufacturer’s plant location and production date. E. Manhole joints shall be assembled with a bell/spigot or shiplap butyl mastic and/or gasketed joint so that on assembly, manhole base, riser and top section make a continuous and uniform manhole. Joint sealing surfaces shall be free of dents, gouges and other surface irregularities that would affect joint integrity. F. Minimum clearance between wall penetrations and joints shall be per manufacturer’s design. G. When flow junctions of different size pipes occur in manholes, set the invert of the smaller main at 3/4 of the depth of the larger main. H. Construct invert channels to provide smooth flow transition with minimal disruption of flow at pipe-manhole connections. The invert slope through the manhole shall be uniform and indicated on the Plans. Cast the precast base section monolithically with the lower portion of the shaft. Construct an extended ballast slab to resist buoyancy with Portland cement concrete as approved by the City Engineer. I. Provide resilient connectors conforming to requirements of ASTM C923 or other options as available. All connectors are to be water tight. Install approved resilient connectors at each pipe entering and exiting manholes in accordance with manufacturer’s instructions and per the approved plans. PART 2 MATERIALS 2.1 MANHOLES A. Provide precast concrete manhole sections, monolithic base sections and related components referencing to ASTM C478. B. Provide the base riser section with a monolithic floor, unless shown otherwise. C. Provide riser sections joined with bell and spigot or ship-lap design seamed with butyl mastic and/or rubber gaskets (ASTM C990) and wrap the exterior of the joint with a butyl rubber joint wrap so that on assembly, the manhole base, riser and top section comprise a continuous, uniform and leak-free manhole structure. D. Construct the precast concrete manhole using concrete riser sections of the diameter indicated on the Plans. Use various lengths of precast concrete risers to provide the correct height with the fewest joints. E. Design the wall thickness for the depth, soil, groundwater and live load conditions as approved by the City Engineer. F. Provide tops to support AASHTO HS-20 or HL-93 or vehicle loading or loads as required and receiving hatches or cast iron frame covers, as indicated on the Plans. G. Manhole sections shall be cast without ladder rungs unless shown differently on the approved plans. SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-5 H. Manufacturers, or equal: 1. Oldcastle, (619) 240-8000, www.oldcastleinfrastructure.com 2. Olson Precast Company, (619) 843-3847, olsonprecastcompany.com 2.2 GROUT Material for grouting and patching will be a high build, 100% solids epoxy mortar for specific use in wastewater applications and approved by the manhole manufacturer. Compressive strength shall not be less than 12,000 psi (ASTM D695) and bond strength not less than 1,500 psi (ASTM C882). 2.3 MANHOLE FRAMES AND COVERS A. Manhole frames shall be 36” in diameter with two concentric covers, made of cast-iron in accordance with ASTM A48 Class 30 and the Standard Drawings. Covers shall incorporate a “pick-hole” for lifting purposes. 1. Locking frames and covers may be required in areas located outside the public right of way, in remote areas or when determined by the City Engineer. B. Frames and covers shall be designed for HS-20 or HL-93 highway wheel loading. C. Covers shall be cast with the words “CITY OF CARLSBAD” and “SEWER”. No other lettering will be permitted on the top portion of the cover. D. Casting shall be smooth, clean, and free from blisters, blowholes, and shrinkage. Imported covers and frames shall have country of origin marking in compliance with federal regulations. E. Covers and frames shall be provided from the same manufacturer to ensure accurate fit. F. City shall reject and require removal and replacement of all frames and covers not meeting machining tolerances and do not properly seat. G. All castings shall be dipped twice in a preparation of asphalt or coal tar and oil applied at a temperature of not less than 290 degrees F nor more than 310 degrees F and in such a manner as to form a firm and tenacious coating. H. Castings Manufacturers, or equal 1. Alhambra Foundry 2. South Bay Foundry PART 3 EXECUTION 3.1 GENERAL SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-6 A. Precast concrete sections shall be transported and handled with care in accordance with the manufacturer’s written recommendations. Where lifting devices are provided in precast sections, such lifting devices shall be used as intended. Where no lifting devices are provided, the Contractor shall follow the manufacturer’s recommendations for lifting procedures to provide proper support during lifting. B. Prepare the subgrade to provide firm bearing for the support of the manhole. The manhole base shall be placed on a minimum of 6-inches of 3/4” crushed rock over firm, undisturbed soil. Install filter fabric (wrap all around) with a minimum 12” overlap around crushed rock base per section 02223. The inlets and outlets to the manhole shall be located as indicated on the Plans. Invert elevations of connecting sewers may vary depending upon sizes. C. Each manhole section shall be sealed with butyl rubber sealant rope to make a watertight joint, shall be neatly banded on the inside and outside and shall be set plumb. Rubber gaskets and an EPDM or butyl rubber external joint wrap shall be provided at joints. All manholes shall be vacuum tested in accordance with the procedures specified in this specification section. D. Grade rings shall be used to bring the top of the manhole frame and cover to the elevation on the Plans but limited to a maximum of 18 inches of grade ring. The precast concrete manhole rings shall be jointed with a minimum thickness of ½ inch of approved mortar along with butyl rubber sealant rope. Mortar shall be as approved by the concrete manufacturer. E. The finished elevations at which the manhole frames and covers are to be set shall conform to the requirements set forth in the Plans. Where the frame and cover are in existing pavement or in the traveled way of the existing road shoulder, it is to be set flush with the existing surface. When the structure is outside the limits of the traveled shoulder but not in a roadside ditch, set the frame and cover 0.10-foot above the existing ground surface. F. Where the manhole cover falls in a roadside ditch or easement right-of-way “offsite”, it is to be placed approximately 6-inches above the existing ground surface. Manhole frames shall be set at the required grade and shall be securely attached to the top precast manhole shaft unit with a polyester mortar bed and fillet. After the frames are securely set in place, covers shall be installed and all necessary cleaning and scraping of foreign materials from the frames and covers shall be accomplished to ensure a satisfactory fit. G. Selected clean backfill material shall be used around all manholes and compacted by pneumatic tampers unless otherwise approved by the Engineer. H. A concrete ring shall be cast around manhole frames to within 3” of finished grade and capped with asphalt concrete, as shown on the Plans. The ring shall be placed after the final grading or paving together with the final cleanup. 3.2 WATER-TIGHTNESS OF MANHOLES A. All manholes and appurtenances shall be water tight and free from infiltration. All manhole joints shall use butyl rubber sealant material with rubber gaskets and SECTION 03461 – PRECAST CONCRETE MANHOLES Precast Concrete Manholes Contract No. 5552 03462-7 exterior joint wrap to provide a water tight seal and shall comply with the vacuum test requirements specified in this Section. Manholes shall be free of any seeping or surface moisture. 3.3 WATERPROOFING A. Waterproofing system shall be shop applied to all exterior surfaces of structures and risers per manufacturer recommendation, CoatMasters CM 7007 or approved equal. Minimum dry-film thickness of 25-35 mils in 2 coats. Field apply waterproofing material on joints and damaged surfaces, and install butyl rubber seal and exterior joint wrap on all joints after field waterproofing. Protect waterproofing system from damage during backfilling and compacting. 3.4 VACUUM TESTING OF MANHOLES A. All sewer manholes shall be vacuum tested in accordance with the requirements specified herein. B. Manholes shall be tested after assembly and prior to mortaring the joints or backfilling. C. All lift holes shall be plugged with an approved grout prior to testing. All pipes entering the manhole shall be plugged and bracing installed to prevent the plug from being drawn into the manhole. The test head shall be placed inside the top of the cone section and the seal inflated in accordance with the manufacture’s recommendations. A vacuum of 10 inches of mercury shall be drawn. The time shall be measured for the vacuum to drop 9 inches. The manhole shall pass the test if the time taken for the drop is greater than 60 seconds. If the manhole fails the test, make necessary repairs and retest until acceptable results are obtained. The leak(s) shall be located and repaired, according to the type of leak, with material-in-kind. 3.5 MANHOLE ABANDONMENT Sewer manholes shall have the cover and frame, concrete grade rings and cone section removed. Inlet and outlet piping shall be plugged with concrete and the manhole void filled with sand, and a 6” thick, reinforced concrete slab (No. 4 bars at 8” on-center, each way) shall be cast over the top of the remaining manhole. The Contractor shall backfill the hole to ground surface with compacted, select fill. END OF SECTION SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 1 PART 1 - GENERAL 1.01 SECTION INCLUDES A. The Contractor shall provide all labor, materials, equipment and incidentals required to furnish and install all miscellaneous metal fabrications work, including ladders and fall preventions systems and access hatches. 1.02 REFERENCES A. Comply with the applicable provisions and recommendations of the following, except as otherwise shown or specified: 1. ASTM A36 – Structural Steel. 2. ASTM A123 – Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Strip. 3. ASTM A153 – Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 4. ASTM A240 – Heat Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Fusion-welded Unfired Pressure Vessels. 5. ASTM A320 – Alloy Steel Bolting Material for Low Temperature Service. 6. ASTM A386 – Zinc Coating (Hot-Dip) on Assembled Steel Products. 7. ASTM B209 – Aluminum-Alloy Sheet and Plate. 8. ASTM B211 – Aluminum-Alloy Bars, Rods and Wire. 9. ASTM B221 – Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes and Tubes. 10. ANSI A14.3 – Safety Requirements for Fixed Ladders. 11. AWS D1.1 – Structural Welding Code. 12. ANSI/ASSP Z359.6 – Specifications and Design Requirements for Active Fall Protection Systems. 13. AISI Standards for Stainless Steel. 14. CalOSHA – Subchapter 4. Construction Safety Orders, Article 24. Fall Protection. 15. CSA Z259.16 – Design of Active Fall-Protection Systems. 16. National Association of Architectural Metal Manufacturers (NAAMM) – Metal Finishes Manual, AMP 500-06. 1.03 SUBMITTALS A. All submittals shall be submitted in accordance with Section 2-5.3 “Submittals” of the General Provisions and the following requirements. B. Shop drawings for the fabrication and erection of all assemblies of miscellaneous metal fabrications work. Include plans, elevations, and details of sections and connections. Show anchorage and accessory items. Include setting drawing and templates for location and installation of miscellaneous metal fabrications items and anchorage devices. SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 2 C. Copies of manufacturer’s specifications, load tables, dimension diagrams, anchor details, and installation instructions for products to be used in miscellaneous metal fabrications work. D. An alloy certification for all stainless steel shall be provided to show alloy conformance. Submit certificates of welding consumables used for shop and field welding. E. Submit welding procedure specifications (WPS) and procedure qualification records (PQR) for each welding process and welder qualification records (WQR) for each welder and welding operator. Submit bend and tensile test coupons concurrently with welder qualification and procedure qualification records. 1.04 QUALITY ASSURANCE A. Field Measurements: Take field measurements where required prior to preparation of Shop Drawings and fabrication to ensure proper fitting of the work. B. Shop Assembly: Preassemble items in the shop to the greatest extent possible to minimize field splicing and assembly of units at the project site. Disassemble units only to the extent necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. C. Welding: All weld procedures and welder qualification shall be available for review at the request of the Agency. All welding shall be inspected by a Contractor-provided inspector qualified in accordance with AWS requirements and approved by the Engineer. PART 2 - PRODUCTS 2.01 GENERAL A. Materials: Unless otherwise specified or indicated on the drawings, structural and miscellaneous metals shall conform with the standards of the American Society for Testing and Materials, including the following: Item ASTM Standard No. Class, Grade Type or Alloy No. Cast Iron A48 Class 40B Steel Galvanized sheet iron or steel A446, A525, A526 Coating G90 Black steel, sheet or strip A569, A570 Coil (plate) A635 Structural plate, bars, rolled Shapes, and miscellaneous items A36 Standard bolts, nuts, and washers A307 SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 3 Item ASTM Standard No. Class, Grade Type or Alloy No. High strength bolts, nuts and Hardened flat washers A325, Eyebolts A489 Type 1 Tubing, cold-formed A500 Tubing, hot-formed A501 Steel pipe A53 Grade B Stainless Steel Plate, sheet and strip UNS Designation L31653 B. Stainless steels are designed by type or the Unified Numbering System (UNS). All stainless steel shall be Type 316 L. C. Aluminum: 1. Alloy and Temper: Provide alloy and temper as shown or specified, or as otherwise recommended by the aluminum producer or finisher. 2. Extruded Shapes and Tubes: ASTM B221. 3. Plate and Sheet: ASTM B209. 4. Bars, Rods and Wire: ASTM B211. 5. Finish: Provide Architectural Class I anodized finish AA-M32C22A41 Clear as specified in the NAAMM Manual. D. Stainless Steel Fasteners and Fittings: ASTM A320. E. Zinc Coated Hardware: ASTM A153. 2.02 ACCESS HATCHES A. All hatches shall be fabricated from Aluminum 6061 T6 unless otherwise indicated. All hatch hardware shall be Type 316 stainless steel. Hatches shall be gutter-type, or as shown. B. Hatch opening sizes, number and direction of swing of door leaves, and locations, shall be as indicated. Sizes given shall be for the clear opening. Unless indicated otherwise, hinges shall be located on the longer dimension side. Unless indicated otherwise, ladder hatches shall be a minimum of 30 inches wide by 36 inches long, with the ladder centered on the shorter dimension, and the door hinge opposite the ladder. C. Door leaves shall be a minimum of ¼ inch checkered pattern plate. Channel frames shall be a minimum of ¼ inch material with an anchor flange around the perimeter. Hatches shall be provided with an automatic hold-open arm with release handle. Hatches shall be designed for easy opening from both inside and outside. SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 4 D. Hatches shall be designed to be water-tight and shall be equipped with a joint gutter and moat-type edge drain. The Contractor shall field verify hatch installation conditions via shop drawings. E. Hatches shall include a recessed hasp for a padlock that is covered by a hinged lid flush with the surface and shall accommodate an openable lock from the inside F. Hatch cover shall be equipped with a hold-open arm with separate grip handle, which automatically locks the cover in the open position. Hatches without separate grip handles shall not be permitted. G. Hatches at grade level shall be designed for AASHTO HS-20 loading and be suitable for direct heavy duty traffic. H. Installation shall be in accordance with manufacturer’s instructions. I. Access hatches shall be manufactured by Bilco, type JD-AL H20 (double leaf), or approved equal. 2.03 LADDERS A. Access ladders for valve vaults shall be 24” galvanized steel. Ladder shall be Alhambra Foundry Type A-3400, or approved equal. All ladders shall meet all code and OSHA safety requirements. 2.04 FALL PREVENTION SYSTEM FOR VERTICAL LADDERS A. Equip ladders with a ladder-centered notched safety climbing tube. Safety rails and associated accessories shall be of the same material as the ladder. All necessary components shall be provided, including 2 safety belts for each fall prevention installation to provide a complete and fully operational fall prevention system. Safety belts shall fit a waist range from 23 inches to 54 inches. B. At all locations where fall prevention systems are installed, a safety chain with a snap hook shall be permanently attached to the top of the ladder. The chain shall be long enough to allow a person to connect the belt to the chain while standing on the landing adjacent to the ladder. The chain and snap hook shall have a minimum allowable capability of 500 pounds. C. A removable extension kit with storage brackets and box mounted on the handrail or other Agency-directed location shall be provided for each installation. PART 3 - EXECUTION 3.01 INSTALLATION A. Set miscellaneous metal fabrications accurately in location, alignment and elevation, plumb, level, true and free of rack, measured from established lines and levels. Brace temporarily or anchor temporarily in formwork where fabrications are to be built into concrete, masonry or similar construction. SECTION 05500 – MISCELLANEOUS METALS Miscellaneous Metals and Access Hatches Contract No. 5552 05500 - 5 B. Anchor securely as shown or as required for the intended use, using concealed anchors wherever possible. C. Ladders shall be fitted accurately and field measured where necessary. D. Fit exposed connections accurately together to form tight hairline joints. Weld steel connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind steel joints smooth and touch up with a shop paint coat. Do not weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections. E. Protection of Aluminum from Dissimilar Materials: Using approved washers, strips or sheets of felt, protect all surfaces of aluminum from contact with dissimilar materials such as concrete, masonry, steel, nonferrous metals, etc. F. Galvanizing: All structural steel plates, shapes, bars, and fabricated assemblies required to be galvanized shall, after the steel has been thoroughly cleaned of rust and scale, be galvanized in accordance with the requirements of ASTM A123 Class G90. Any galvanized part that becomes warped during the galvanizing operation shall be straightened. Field repairs to galvanizing shall be made using “Galvinox,” “Galvo-Weld,” or equal.ds G. Welding: All welding shall be by the metal-arc method or gas-shielded arc method as described in the American Welding Society’s “Welding Handbook” as supplemented by other pertinent standards of the AWS. Qualifications of welders shall be in accordance with the AWS Standards governing same. All sharp corners of material to be painted or coated shall be ground to a minimum of 1/32-inch on the flat. All exposed aluminum welds shall be ground smooth and flush and shall be polished and anodized. Discoloration of exposed aluminum surfaces, whether or not due to welding, shall constitute a basis for rejection of the entire assembly. END OF SECTION SECTION 15062 – PIPE SLEEVES AND PENETRATIONS Pipe Sleeves and Penetrations Contract No. 5552 15062 - 1 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Materials, installation and testing of wall pipes and sleeves (including wall collars and seepage rings) and penetrations. 1.02 RELATED REQUIREMENTS A. CMWD Standard Specification 15000, General Piping System and Appurtenances. B. Approved Material List (AML) 1.03 REFERENCES A. The publications listed below form part of this specification to the extent referenced and are referred to in the text by the basic designation only. Reference shall be made to the latest edition of said standards unless otherwise called for. ASTM A123 – Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products ASTM A193 – Specification for Alloy-Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and other Special Purpose Applications 1.04 SUBMITTALS A. All submittals shall be submitted in accordance with the requirements of the General Provisions. B. Pipe Data: 1. Manufacturer’s catalog data and descriptive literature for the following: a. Pipe sleeves b. Modular annular sealing devices PART 2 - PRODUCTS 2.01 PIPE SLEEVES A. In slab and wall construction sleeves 6-inch diameter and smaller shall be Schedule 40 carbon steel pipe. Sleeves 8-inch in diameter and larger shall be ¼-inch carbon steel pipe. 1. The sleeves shall be hot-dip galvanized after fabrication. SECTION 15062 – PIPE SLEEVES AND PENETRATIONS Pipe Sleeves and Penetrations Contract No. 5552 15062 - 2 2.02 MODULAR ANNULAR SEALING DEVICE A. Manufacturer: 1. Provide the following mechanical seal system: a. "Link-Seal Modular Seal" assembly as manufactured by PSI/Thunderline/Link-Seal or Approved Equal. b. Other manufacturers listed in the Carlsbad Engineering Standards, Approved Materials List. B. General: 1. All pipes installed through cast or core drilled penetrations or sleeves shown on the Drawings shall be installed with a modular annular sealing device, unless otherwise noted. 2. Wall openings sizes and types provided by the Contractor shall be selected according to the proposed mechanical seal manufacturer's recommendations. 3. Sufficient quantities of the modular annular sealing device shall be supplied to effectively provide a hydrostatic seal. 4. Each seal shall be conspicuously and permanently identified with the name of the manufacturer and the model number. C. Design: 1. All mechanical seals shall be modular type consisting of inter-locking synthetic rubber links shaped to continuously fill the annular space between the pipe and the wall opening. 2. The elastomeric element shall be sized and selected per the manufacturer's recommendations and have properties as designated by ASTM. 3. Provide Nitrile elastomer. Provide green coloration throughout elastomer for positive field inspection. 4. Mechanical seal pressure plates shall be molded of glass reinforced nylon. 5. Mechanical seal hardware shall be sized according to the manufacturer's technical data. Provide 316 stainless steel hardware. PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS A. Where piping passes through the walls of tanks or channels below the water surface or where detailed on the Drawings to have a wall pipe, the wall pipe shall be cast directly into the concrete. B. Where piping passes through the walls of tanks or channels above the water surface or though dry walls, a sleeve or block out may be used unless specifically noted otherwise on the Drawings. SECTION 15062 – PIPE SLEEVES AND PENETRATIONS Pipe Sleeves and Penetrations Contract No. 5552 15062 - 3 3.02 PIPE SLEEVES A. Positioning and Placement: 1. Sleeves shall be set in forms before concrete is poured. 2. In slab construction the sleeve shall extend ½ inch above floor. 3. Sleeves shall be positioned and held in place with temporary, external supports. 4. Fastening the sleeves to the structural reinforcing or any other intended or incidental contact of the sleeve with the rebar or other embedments shall not be allowed. B. Coating: 1. All metallic pipes, wall and slab sleeves, and conduits encased in cast-in-place concrete structures shall be coated with an acceptable dielectric coating to prevent pipe contact with the concrete and/or reinforcing steel. 2. The dielectric coating shall be epoxy material conforming to AWWA C210 or AWWA C116. Surface preparation, multi-coat application, and total dry film thickness shall conform to AWWA standard minimums and manufacturer’s recommendations, whichever is greater. 3. Embedments shall be inspected prior to concrete placement and any damage to the coating system shall be repaired in accordance with the manufacturer’s written recommendations. 3.03 MODULAR ANNULAR SEALING DEVICES A. Install according to the Manufacturer's written instructions and recommendations. 3.04 HOLES IN STRUCTURAL ELEMENTS A. No holes for pipe or equipment will be allowed in any structural members (except where noted on the Drawings) without consent of the Agency. 1. Sleeve for holes through new concrete construction shall be placed in forms before pouring of concrete. 2. Should any additional holes be required through structural members, or where notching, boring or cutting of the structure is necessary, the work shall be done as directed by the Agency. a. The Contractor shall, at a time in advance of the work, furnish information and/or drawings pertaining to his requirements for these openings. b. Should the furnishing of this information be neglected, delayed, or incorrect, and additional cutting found to be required, it shall be performed by the Contractor at no additional cost to the Agency. 3. Any piping that has to pierce waterproof construction shall be done with care. The opening made by this piping shall be waterproofed and made watertight in a manner acceptable to the Agency. END OF SECTION SECTION 15610 – FLOW METERS Flow Meters Contract No. 5552 15610 - 1 PART 1 – GENERAL 1.1 SECTION INCLUDES This section includes materials, testing, and installation of flow meters, totalizers, indicators, and transmitters. All flow meters must be suitable for use in sewage systems. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Section 16000 – General Electrical Requirements 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Except as otherwise indicated, the current edition of the following standard applies to the Work of this section. 1. ANSI B16.5 Pipe Flanges and Flanged Fittings, Class 150 only 1.4 QUALITY CONTROL A. Manufacturer shall provide a two-year warranty on defective workmanship or materials. 1.5 CONTRACTOR SUBMITTALS A. The Contractor shall furnish submittals in accordance with the requirements of the contract documents. The following submittals are required: 1. Submit Shop Drawings, manufacturer's catalog data certificate of warranty, and detailed construction sheets showing all flow meter parts and describing material of construction by material and specification. Submittal shall include meter dimensions and orientation. 2. Submit certified factory test results, installation instructions, and six (6) sets of operation and maintenance manuals. PART 2 - MATERIALS 2.1 FLOW METERS A. Manufacturer: The meter shall be Model Proline Promag W 400 as manufactured by Endress+Hauser. B. Electrodes: Electrodes shall be constructed of stainless steel. Sensor shall be suitable for sewage applications. SECTION 15610 – FLOW METERS Flow Meters Contract No. 5552 15610 - 2 C. Sensor Cable: The sensor cable shall be a multi-conductor, abrasive resistant, polyurethane jacketed cable flexible to -40F. The sensor cable shall be permanently bonded to the sensor. Contractor to coordinate with City staff for remote display installation location. D. The transmitter shall be remote mounted. Transmitter Enclosure: NEMA 4X E. Flow meter shall be ordered with factor applied IP68 potting compound. F. Flow meter shall be installed with grounding rings per manufacturer recommendation. Grounding rings must be provided by flow meter manufacturer. G. Pressure/Temperature Limits: -40 to 180°F H. The flow meter shall operate at pressures up to 300 psi. I. Power Supply: 24V DC J. The meter shall have flanged connections conforming to ANSI B16.5, Class 150. 2.2 PAINTING AND COATING A. The interior of the flow sensor shall be polyurethane lined. B. The exterior of the flow meter shall be coated with factory applied protective coating. PART 3 – EXECUTION 3.1 INSTALLATION A. The flow meter shall be inspected by the Construction Manager prior to installation. If in the opinion of the Construction Manager there is any damage to the flow meter including interior lining, then the flow meter shall be rejected and replaced at no cost to the Owner. B. Contractor to confirm required length of signal and power cable prior to ordering flow meter. No field modification of factory cable length is allowed. C. Install flow meters in accordance with all manufacturer’s instructions. 3.2 TESTING A. Flow meter shall be field tested, inspected, and commissioned to its indicated performance requirement in accordance with its manufacturer’s specifications and instructions by a manufacturer’s representative. Representative shall be qualified by completion and certification from training courses offered by The Instrumentation, Systems, and Automation Society (ISA). Any instrument which fails to meet any Contract requirement, or, in the absence of a Contract SECTION 15610 – FLOW METERS Flow Meters Contract No. 5552 15610 - 3 requirement, any published manufacturer performance specification for functional and operational parameters, shall be repaired or replaced. B. The flow meter shall be loop tested as an integrated system. Operation shall be checked from field instruments to transmitter to receiving components to the vendor panel or the Plant Control System Operator Interface Station. Test signals shall be injected at the process impulse line connection where the measuring technique permits, and otherwise at the most primary signal access point. Contractor to coordinate with City staff for loop testing requirements at time of commissioning. C. If the output control or monitoring device fails to indicate properly, corrections to the loop circuitry or device shall be made. The test shall be repeated until devices and instruments operate as required. D. Correct loop circuitry and repeat the test until the instruments operate properly. **END OF SECTION** SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 1 PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. It is the intent of this section of the Specifications that the Contractor furnishes all labor, supervision, tools, equipment, and materials necessary for erecting complete and ready for continuous use, a tested and working electrical system, substantially as indicated on the Plans and hereinafter specified. B. These Specifications are intended to provide a broad outline of the work and equipment required, but are not intended to include all the details of design and construction. The Owner reserves the right to make minor changes to the location of the equipment at no cost change in the contract. C. The electrical plans are diagrammatic, approximately to scale. However, they shall not be used for exact locations. The Contractor shall verify all dimensions from the detailed drawings and approved shop drawings and shall coordinate these dimensions with the actual field conditions. Actual distances, locations, and elevations will be governed by field conditions. D. Allowance has been made in the design for the number of conduits, cables and conductors that the Owner considers adequate for feeding various drives and equipment. These circuits and diagrams are based on available data pertaining to a particular design of equipment and portray the systems that the Owner has chosen to affect the required operation and level of control. Equipment provided by the Contractor (even though of the make and model specified) may differ in detail, arrangement, connections or form from that shown. E. The plans do not, and are not intended to, show all equipment (including but not limited to pull boxes and junction boxes) required nor to indicate all mechanical or structural difficulties that may be encountered that would necessitate routing alteration, offsets, or fittings. Items not specifically mentioned in these Specifications or noted on the Plans or approved shop drawings, but which are obviously necessary to make a complete working installation, shall be deemed to be included herein. F. Discrepancies shown on the different Plans, between the Plans and actual field conditions, or between the Plans and Specifications shall be promptly brought to the attention of the Owner for a decision. G. All electrical equipment shall be capable of operating successfully at full-rated load, without failure, when the ambient temperature of the air is 40C except where specified otherwise. H. Electrical conductors including cable, bus bars, etc. shall be copper, except where specified otherwise. I. Without limiting the generality of other requirements of these Specifications, arrange for the submittal, by the subcontractor, of a digital PDF markup of the complete schematics and wiring diagrams or drawings to include all installed field and panel conduit and piping/tubing runs and routing, tray systems, supports, SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 2 mounting details, point to point diagrams with a cable, wire, tube and termination numbers. Drawings shall be a record of work as actually constructed and shall be labeled as "Record Drawings." 1.02 SCOPE OF WORK A. General: The Contractor shall provide all the materials and equipment, and perform all the work necessary for the complete execution of the electrical work as shown on the electrical plans and as specified, including electrical work indicated on other Plans that is specifically included in the electrical work. The Contractor shall provide all labor and materials not specifically shown on the Plans or specified herein, yet required to ensure proper and complete operation of any system(s) or design intent inherent in the project except as specifically excluded. B. In general, the electrical work shall consist of, but not be limited to, the items listed as follows: 1. All conduit, wiring and connections for work specified elsewhere in these Specifications and as shown on the Drawings. 2. Endress and Hauser Proline Program W 400 electromagnetic flow meter, or approved equal 3. Hangers, anchors, sleeves, chases, supports for fixtures, and other electrical materials and equipment in association therewith. 4. Other items and services required to complete the systems. 1.03 CODES AND STANDARDS A. All the equipment and materials shall conform to the latest revision of the following standards: 1. State of California Administrative Code, Title 8, Electrical Safety Orders 2. American National Standards Institute (ANSI) 3. Institute of Electrical and Electronic Engineers (IEEE) 4. National Electrical Manufacturers Association (NEMA) 5. Underwriters' Laboratories (UL) 6. Insulated Power Cable Engineers Association (IPCEA) 7. American Society for Testing and Materials (ASTM) 8. National Electrical Code (NEC) 9. California Building Code (CBC) SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 3 B. Responsibility for complying with all applicable government regulations shall be as required in the Special Conditions. C. All electrical equipment and materials, and the design, construction, and installation thereof, shall comply with all applicable provisions of the Federal Occupational Safety and Health Act (OSHA), state building standards, and applicable local codes and regulations. D. Where the Plans or these Specifications call for equipment and workmanship to be of better quality or higher standard than required by the above codes, standards, rules, and regulations, then said Plans and Specifications shall prevail. Nothing on the Plans or in these Specifications shall be construed to permit work in violation of the above codes, standards, rules, and regulations and the Contractor shall be held responsible for any work that is not acceptable. E. In case of differences between the building codes, specifications, state law, local ordinances, industry standards, utility company regulations, fire insurance carrier's requirements, and the contract documents, the most stringent shall govern. The Contractor shall promptly notify the Owner in writing of such differences. 1.04 SUBMITTALS Shop drawings shall be submitted for the following items of major equipment in accordance with the General Conditions and as indicated in Division 16 and 17 sections. Within 35 calendar days after the contractor has received the owner’s notice to proceed, submit: A. Materials list of items proposed to be provided under this section. B. Manufacturer’s specifications and other data needed to prove compliance with the specified requirements. C. Manufacturer’s recommended installation procedures which, when approved by the owner will become the basis for accepting or rejecting actual installation procedures used on the work. D. The Contractor shall submit a detailed test procedure checklist to verify proper operation of the electrical system in accordance with the General Operations section of these Specifications. Manual: Upon completion of this portion of the work, and as a condition of its acceptance, deliver to the owner two (2) copies of an operation and maintenance manual. Include within each manual: A. Copy of approved record documents for this portion of the work B. Copies of all circuit directories C. Copies of all warranties and guaranties D. Control schematics and written step-by-step description of the control functions. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 4 1.05 COORDINATION OF WORK AND TRADES A. Electrical work shall conform to the construction schedule and progress of other trades. The electrical construction shall be performed in cooperation with all other trades so that a neat and orderly arrangement of the work as a whole shall be obtained. B. Before any work is started, the Contractor shall verify with the equipment manufacturers that equipment dimensions and arrangements will allow for equipment installation in the spaces provided for on the Plans for switchboards, panelboards, motor control centers, transformers, and other major items of electrical equipment or apparatus and that the installation indicated will provide for all required ventilation, clearances, access, and work space. C. Before installing any equipment, materials, or raceways, the Contractor shall examine the complete set of Plans and Specifications and approved shop drawings and verify all dimensions and space requirements. All equipment utilized as “approved equal” to the specified manufacturers’ reference shall be Contractor-coordinated in all aspects for the assurance of proper space, mounting, installation, testing and related operation. 1.06 COORDINATION OF THE ELECTRICAL SYSTEM A. The Contractor shall verify all actual equipment and motor full-load and locked rotor current ratings. The necessary minimum equipment, wire, and conduit sizes are shown on the Plans. If the Contractor furnishes equipment of different ratings, the Contractor shall coordinate the actual current rating of equipment furnished with the branch circuit conductor size, the controller size, the motor starter, and the branch circuit over-current protection. The branch circuit conductors shall have a carrying capacity of not less than 125 percent of the actual full-load current rating. The size of the branch circuit conductors shall be such that the voltage drop from the overcurrent protection devices up to the equipment shall not be greater than 2 percent when the equipment is running at full load and rated voltage. B. The motor branch circuit overcurrent protection device shall trip open in 30 seconds or less on locked-rotor current of the motor. This device shall also protect the motor branch circuit conductors and the motor control apparatus against overcurrent due to short-circuits or grounds. The motor control circuits shall have overcurrent protection of the type indicated on the plans. 1.07 PERMITS AND INSPECTIONS A. The Contractor shall obtain all permits and inspections and he shall pay all fees, therefore, as indicated in the Special Provisions. At the conclusion of the work on the project, the Contractor shall furnish to the Owner, properly executed, all required certificates of final inspection and approval before the work will be accepted as complete. The Owner will inspect the daily construction progress for conformance with the Plans and Specifications. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 5 1.08 EQUIPMENT, MATERIALS AND WORKMANSHIP A. It is the intent of these Specifications and of the Plans to secure high quality in all equipment and materials, and to require first-class workmanship, in order to facilitate trouble-free operation and minimum maintenance of the electrical system. B. All equipment and materials shall be new, listed by UL, and bear the UL label, unless exception to this requirement is inherent to an individual item specified herein, or an exception is otherwise granted by the Owner. C. Equipment and materials shall be the products of reputable, experienced manufacturers. Similar items in the project shall be the products of the same manufacturer. All equipment and materials shall be of industrial grade and standard of construction, shall be of sturdy design and manufacture, and shall be capable of long, reliable, trouble-free service. D. All work, including installation, connection, calibration, testing and adjustment, shall be done by qualified, experienced personnel who are technically skilled in their trades, are thoroughly instructed, and are competently supervised. The resulting complete installation shall reflect professional quality work, employing industrial standards and methods. 1.09 AREA DESIGNATIONS For purposes of defining electrical enclosure and electrical installation requirements of this project, certain areas have been classified on the Plans and in these Specifications as defined below. Electrical equipment and installations within these areas shall conform to the code requirements for the areas involved. A. General Purpose Locations Electrical work installed in areas that are not specifically classified shall be "general purpose." Workmanship, materials, and enclosures in these locations shall comply with the general requirements of this Specification. For outdoor underground conduit, raceway shall be EPC-40-PVC direct buried or encased in concrete as shown on the drawings. For outdoor exposed conduit shall be GRS. For corrosive locations indoors or outdoors, raceway shall be PVC coated rigid steel conduit. Entrances shall be threaded; fittings shall have gasketed covers located at a low point to drain the fitting or conduit system. Threaded hardware shall be stainless steel. Mounting brackets shall be galvanized after fabrication. Conduit installed for the utility electrical service shall be PVC Schedule 40 encased in concrete per the approved utility service plan. Instruments and control cabinets, panels, meter pedestal, and cover plates located outdoors shall be "weatherproof." Enclosures shall be mounted with a 1/4-inch air space from walls unless otherwise noted on the plans. 1.10 WARRANTY Provide 1 year warranty on all labor and materials from the date of commissioning. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 6 1.11 GROUNDING A. A grounding system shall be installed in accordance with the National Electrical Code and all state and local codes and regulations. The grounding system shall bond together and effectively ground all exposed non-energized metal surfaces containing energized parts, devices or conductors, all building steel, all metallic electrical raceways and the neutrals of all transformers. An equipment grounding conductor shall be installed in all conduits carrying power to be sized in accordance with NEC Article 250-122. B. Ground all equipment, conduit systems, and other apparatus by conduits or conductor to cold water main or to independent grounding electrode, using ground clamps manufactured by Burndy or T&B and approved by the owner. C. Make MEG ground tests to measure ground resistance, and provide not more than 5 ohms resistance, adding ground rods as required to achieve that level. D. Make ground rods accessible for inspection. E. Rod electrodes Material: Copper-clad steel. Diameter: 3/4 inch Length: 10 feet F. Grounding well components Well Pipe: 12 inch NPS by 24-inch long concrete pipe with belled end. Well Cover: Cast iron with legend "GROUND" embossed on cover. G. Corrosion resistant anchors and fasteners shall be used. H. Flow meter will require grounding ring installation per manufacturer recommendation. 1.12 WARNING SIGNS A. Permanent warning signs shall be mounted at all mechanical equipment that may be started automatically or from remote locations. Signs shall be made in accordance with Porcelain Enamel Institute Specification S-103 and shall be suitable for exterior use. Mounting details shall be in accordance with manufacturer's recommendation. Signs shall be located as approved by the Owner. 1.13 QUALITY ASSURANCE A. The plans indicate diagrammatically the desired location and arrangement of outlets, conduit runs, equipment, and other items. Exact locations shall be determined in the field based on the physical size and arrangement of SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 7 equipment, finished elevations, and obstructions. Locations indicated on the Plans, however, shall be adhered to as closely as possible. B. All conduit and equipment shall be installed in such a manner as to avoid all obstructions, preserving headroom, and keeping openings and passageways clear. Luminaires, switches, convenience outlets, and similar items shall be located as indicated on the Plans. Where these Plans do not indicate exact locations, such determined locations shall be approved by the Owner. Where equipment is installed without approval and must be moved, it shall be moved without additional cost. C. The installation of all materials and equipment shall be accomplished by workmen skilled in this type of work and installation shall be coordinated in the field with other trades so that interferences are avoided. D. The Contractor shall provide adequate means for and shall fully protect all finished parts of the materials and equipment against damage from any cause during the progress of the work and until accepted by the Owner. E. All materials and equipment, both in storage and during construction, shall be covered in such a manner that no finished surfaces will be damaged, marred, or splattered with water, foam, plaster, or paint, and all moving parts shall be kept clean and dry. F. The Contractor shall replace or have refinished by the manufacturer, all damaged materials or equipment, at no additional expense. G. Without additional cost to the owner, provide such other labor and materials as are required to complete the work of this section in accordance with the requirements of governmental agencies having jurisdiction, regardless of whether such materials and associated labor are called for elsewhere in these contract documents. 1.14 TESTING A. The Contractor shall perform and record the tests described hereinafter and any other tests that may be required by the Owner or other authorities having jurisdiction. The entire electrical installation shall be tested, adjustments made, and defects corrected as an obligation under the work of this section. The Contractor shall furnish all necessary replacement parts and labor necessary due to damage resulting from damaged equipment or from test and correction of faulty installation. The following testing, as a minimum, shall be accomplished: 1. Insulation resistance tests 2. Continuity test of all wiring 3. Completely test the grounding system with a low ohm resistance meter under simulated service conditions to assure compliant operation of the wiring and the proper functioning of all equipment. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 8 4. Test for short circuits in the system 5. Test for all luminaire connections 6. Complete operational test on all equipment 7. Verify field performance and operation of electrical system utilizing the approved testing procedure. B. The Contractor shall test all power and control feeder circuits in the presence of the Owner by means of a 1,000-volt megohmeter to ensure that they are free of open circuits and grounds before energizing. C. The Contractor shall perform a functional checkout on control circuits. The checkout shall consist of energizing each control circuit and operating each control, alarm, or malfunction device, and each interlock in turn to verify that the specified action occurs. D. After each electrical installation is complete, it shall be tested thoroughly to demonstrate that the entire system is in proper working order and in accordance with the Plans and Specifications. In no case shall the tests be less than those outlined hereinafter. 1.15 CLEANUP A. All parts of the electrical materials and equipment shall be left in a clean condition. Exposed parts shall be clean of cement, plaster and other materials, and all oil and grease spots shall be removed with a non-flammable cleaning solvent. Such surfaces shall be carefully wiped and all cracks and corners scraped out. B. During the progress of the work, the Contractor shall clean up after his men and shall leave the premises and all portions of the site in which he is working free from debris and surplus materials. PART 2 - PRODUCTS 2.01 GENERAL A. Equipment used for the same purpose shall be of the same make. Wiring devices shall be of approved weatherproof construction or shall be in a weatherproof enclosure. 2.02 RACEWAYS A. PVC coated steel conduit and fittings 1. Provide SCH 40 PVC where encased in concrete or masonry or buried. Where conduit is installed in the floor slab, conduit shall emerge above the slab as PVC-coated rigid steel conduit. B. All flexible conduits shall be sealtite type or equal. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 9 C. Outlets, junction boxes, and switch boxes. 1. Provide standard one-piece units, galvanized or cast metal, of shape and size best suited to that particular location, of sufficient size to contain enclosed wires without crowding. Exact location of electrical components to be determined by District representative during construction. 110V outlets shall be mounted 18” above floor unless otherwise noted. Install weather proof covers on receptacles and switches located in vaults. D. Conduit systems shall be provided with an “approved means” to prevent accumulation of condensation and permit drainage of liquids. 2.03 CONDUCTORS A. For line voltages, provide 600V insulated copper wire and cable, NEC standard, of types specified below for different applications, with UL label, agencies having jurisdiction. B. With conductors, provide insulating bushings or insulating sleeves. C. For wire and cable, provide XHHW or THHN/THWN. 1. Identify feeder neutrals with white tape or white paint. 2. Use only copper wires and cables. D. Wire and cable designated "Shielded" on the Drawings and required for the instrumentation signal circuits shall be shielded cable. Signal voltage and current will be 24 volts DC and 4-20 milliamperes DC, respectively. The cables shall be 600 volt AC rated, with a laminated aluminum-polyester tape shield and a copper drain wire, with a plastic jacket over all, and shall be UL approved as type TC tray cable, 90C in dry locations, and 75C in wet locations. The conductors in the cable shall be stranded and twisted bare copper wires with a minimum of seven strands and insulated with a minimum thickness of 0.020 inch of flame retardant and moisture resistant, high quality, cross-linked, polyethylene insulation. The wires shall be color coded and covered with a minimum of 0.001/0.001 inches of laminated aluminum-polyester tape shield and a #20 AWG tinned and stranded copper drain wire, with a minimum of ten strands. Over the twisted and shielded cable assembly, there shall be a minimum thickness of 0.045-inches of moisture, flame, and sunlight resistant, polyvinyl chloride (PVC) outer jacket. E. Instrumentation cable shall be single or multi-conductor shielded pairs as indicated. Conductors shall be No. 18 AWG coated copper. 2.04 FLOW METER A. See specification section 15610 SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 10 PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and propose completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Coordination 1. Coordinate as necessary with other trades to assure proper and adequate provision in the work of those trades for interface with the work this section. 2. Coordinate the installation of electrical items with the schedule for work of other trades to prevent unnecessary delays in the total work. 3. Where lighting fixtures and other electrical items are shown in conflict with locations of structural member and mechanical or other equipment, provide required supports and wiring to clear the encroachment. B. Branch circuit wiring and arrangement of home runs have been designed. Install the wiring with circuits arranged exactly as shown on the drawings, except as otherwise approved in advance by the owner. C. The electrical drawings are diagrammatic but are required to be followed as closely as actual construction and work of other trades will permit. Where deviations are required to conform with actual construction and the work of other trades, make such deviations without additional cost to the owner. 3.03 INSTALLATION - RACEWAY A. Raceway routing is shown in approximate locations unless dimensioned. The exact locations shall be determined by the Contractor to suit the structural details. Route raceways to complete wiring system. B. Support raceway using coated steel or malleable iron straps, lay-in adjustable hangers, clevis hangers, and split hangers. C. Seal joints to prevent entrance of water D. Provide ground wire of proper size. E. Use nylon fish tape. F. Do not support raceway with wire or perforated pipe straps. Remove wire used for temporary supports. G. Do not attach raceway to ceiling support wires or other piping systems. H. Route exposed raceway parallel and perpendicular to walls. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 11 I. Route conduit in and under slab from point-to-point. J. Maintain clearance between raceway and piping for maintenance purposes. Conduit shall be kept at least 6 inches from the covering on hot water pipes, 18 inches from the covering on flues and breechings, and 3/4 inch from all water-bearing walls, unless shown otherwise on the Plans. The open ends of all conduits shall be sealed during the construction of the facility. Use approved conduit unions where union joints are necessary. Running threads will not be permitted. K. Exposed conduit, stubbing up through floor slab into bottom of exposed panels, cabinets, or equipment, shall be lined up, properly spaced, and shall be straight and plumb. Conduits shall be installed at sufficient depth below slab to eliminate any part of the bend above top of slab. L. Cut conduit square using saw or pipe cutter; de-burr cut ends. M. Join nonmetallic conduit using cement as recommended by the manufacturer. Wipe nonmetallic conduit dry and clean before joining. Apply full even coat of cement to entire area inserted in fitting. Allow joint to cure for a minimum of 20 minutes. N. Install conduit hubs to fasten conduit to sheet metal boxes in damp and wet locations and to cast boxes. O. Install no more than equivalent of three 90-degree bends between boxes. Install conduit bodies to make sharp changes in direction, as around beams. Install factory elbows for bends in metal conduit larger than 2-inch size. P. Avoid moisture traps; install junction box with drain fitting at low points in conduit system. Q. Install suitable pull cord of 200-pound strength in each empty raceway except sleeves and nipples. R. All spare conduits shall be stubbed up to a flush coupling and plugged. Conduit shall run continuously between outlets and shall be provided with conduit junction boxes where connections are made, except in special pull boxes where indicated on the Plans. S. Flexible steel conduit may be used in runs from adjacent junction boxes to motors, benches, and in certain locations where, for structural or other reasons, it is impractical to use rigid conduit and where specific permission to do so has been granted by the Owner. Flexible conduit shall be used with PVC coated steel conduit fittings and bushings. All exposed conduits and all conduit stub-ups shall be PVC jacketed steel. T. Threading shall be done with dies with guide sleeves bored out to allow for increased diameter of conduit. Conduit bends shall be made with next larger size EMT bender or next larger sized shoe bushed for proper fit. Cuts or damaged areas shall be repaired with an approved paste material. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 12 3.04 UNDERGROUND DUCT INSTALLATION A. Underground ducts shall be installed in a concrete encasement as indicated on Plans and elsewhere in these Specifications. Concrete shall be Class C (2000 psi) for service entrance duct bank. Concrete envelope shall be colored with red iron oxide pigment that is integrally mixed with the concrete in the proportion of 2 pounds per sack of cement and 3250 psi per yard of concrete. Pigment shall be commercially pure hydrate oxide, insoluble in water, free from soluble salts and acids, with calcium sulfate less than 10 percent. Pigment shall be dry batched with the aggregate. Reinforcement shall conform to ASTM A 615, Grade 60, and shall be required for arrays of three or more ducts. For other duct bank, concrete shall be Class C (2000 psi). Concrete envelope shall be colored with red iron oxide pigment that is integrally mixed with the concrete in the proportion of 2 pounds per sack of cement and 2000 psi per yard of concrete. Pigment shall be commercially pure hydrate oxide, insoluble in water, free from soluble salts and acids, with calcium sulfate less than 10 percent. Pigment shall be dry batched with the aggregate. Reinforcement shall conform to ASTM A 615, Grade 60, and shall be required for arrays of three or more ducts. B. Top of concrete duct banks shall be a minimum of 30 inches below finished grade. Ducts shall be installed on a minimum grade line of 2 inches fall per 100 feet, sloping toward manhole or pull box. C. Install duct spacers to provide horizontal and vertical spacing and stress relief for conduits encased in concrete. Duct spacers shall be provided and installed in accordance with the conduit manufacturer’s recommendations. D. Changes in direction shall be made with long sweeps with minimum radius of 24 times duct diameter. E. The installed ducts shall be cleaned by: (1) pulling a flexible mandrel through each duct; or (2) pulling a wire brush and swab through each duct. The mandrel shall be 1/4 inch less in diameter than the duct diameter. Spare ducts shall have a 200-pound strength nylon cord installed with at least 36 inches of slack on each end. 3.05 INSTALLATION OF CONDUCTORS A. Route wire and cable to meet project conditions. B. Install wire and cable in accordance with NECA “Standard Practice of Good Workmanship in Electrical Construction.” C. Neatly train and lace wiring inside boxes, equipment, and panelboards. D. Identify and color code wire and cable. Identify each power and control conductor with tube type wire markers, indicating the conductor’s circuit designation and starting, ending, and splice locations. E. Wire in Raceway: 1. Pull conductors into raceway at same time. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 13 2. Install wire 4 AWG and larger with pulling equipment with tension monitored. 3. Wire lubricants shall be UL approved. F. Cable: 1. Protect exposed cable from damage. 2. Use suitable cable fittings and connectors. G. Wiring Connections: 1. Clean conductor surfaces before installing lugs and connectors. 2. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. 3. All low DC and AC (below 100V) voltages and signals shall be grounded separately from above power grounds. 600 volt conductors, No. 8 AWG and larger, shall be terminated spliced with compression type connectors and insulated with three layers of UL-approved vinyl insulating tape. 600 volt conductors, No. 10 AWG and smaller, shall be spliced with pre-insulated coil spring type connectors. Terminations and splices in all motor connection boxes shall be made with compression type connectors. 4. Termination splices shall be insulated with varnished cambric tape, overlapped with three (3) layers of a high temperature, UL-approved, tape. 5. Control conductors shall be spliced with pre-insulation crimp type connectors and terminated with split tongue pre-insulated, crimp type connectors. H. Splicing 1. Wires and cables for control and power circuits shall be continuous without splices between terminals, except where otherwise specifically approved by the Engineer. All splices shall be made in an approved manner. Mechanical connectors and terminal devices shall be the soldered-type, or the compression-type that is indented or crimped on to the conductor. 2. Splices and terminations of instrument cable shall be with pre-insulated crimp type connectors. Shields shall be electrically continuous at spliced joints with two layers of UL-approved electrical insulating tape over splices. Connectors for terminations shall be split tongue or ring type. Shields shall be grounded at the receiving end of cables. 3. Splices in manholes and underground pull boxes for 600-volt conductors and below shall be waterproofed using encapsulating epoxy resin splice kits. SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 14 I. Wire and cable shall be factory color coded by integral pigmentation with a separate color for each phase and neutral. On conductors larger than 8 AWG, color tape or colored plastic bands will be permitted. J. 120/240V system shall be color coded and shall have it maintained throughout. 1. Phase A: BLACK 2. Phase B: Red 3. Neutral: White 4. Ground: Green 5. Control Wires: Purple 6. DC Conductors: Blue 3.06 GROUNDING INSTALLATION A. Install grounding electrodes and ground loop conductors. Install bare copper conductors, size #2 minimum. Bury conductors at least 24 inches below grade. Coordinate conductor burial depth with depth of ground rod well for connection to ground rods. B. Install grounding well pipe with cover next to the meter pedestal. Install the well pipe top flush with finished grade. C. Grounding continuity for underground duct banks may be maintained by the installation of a bare copper conductor installed in the concrete envelope. Ground continuity shall be maintained through all manholes and pull boxes. All metal parts in manholes shall be connected to the grounding system. D. Install bonding meeting regulatory requirements. E. All metallic raceway, non current-carrying parts of the electrical system shall be grounded. F. Install separate, green insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing. G. Locate and install anchors, fasteners, and supports in accordance with NECA “Standard Practice of Good Workmanship in Electrical Construction.” H. Do not fasten supports to pipes, ducts, mechanical equipment, or conduit. 3.07 TESTING AND INSPECTOR A. Provide personnel and equipment, make required tests, and secure required approvals from the owner and governmental agencies having jurisdiction. B. Make written notice to the owner adequately in advance of each of the following stages of construction: SECTION 16000 - GENERAL ELECTRICAL REQUIREMENTS General Electrical Requirements Contract No. 5552 16000 - 15 1. In the underground condition prior to placing concrete floor slab, when all associated electrical work is in place 2. When all rough-in is complete, but not covered. 3. At completion of the work of this section. C. In the owner’s presence: 1. Test all parts of the electrical system and prove that all such items provided under this section function electrically in the required manner. 2. Immediately submit to the owner a report of maximum and minimum voltages. 3. Measure voltages between phases and between phase wires and neutrals, and report these voltages to the owner. 3.08 PROJECT COMPLETION A. Upon completion of the work of this section, thoroughly clean all exposed portions of the electrical installation, removing all traces of soil, labels, grease, oil and other foreign material, and using only the type cleaner recommended by the manufacturer of the item being cleaned. B. Thoroughly indoctrinate the owner’s operation and maintenance personnel in the contents of the operations and maintenance manual required to be submitted under these specifications. C. On the first day the facility is in operation, for at least eight hours at a time as directed by the owner. Provide a qualified foreman and crew to perform such electrical work as may be required by the owner. END OF SECTION APPENDIX A SWPPP TEMPLATE VALLEY STREETSEESHEET3FORDETAILSPLANTBUILDING3000CHILLER STORM WATER POLLUTION PREVENTION NOTES APN : TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) AREA OF DISTURBANCE CONSTRUCTION THREAT: OWNER/APPLICANT: SITE ADDRESS: EMERGENCY CONTACT : 21 PROJECT NAME: SHEET INDEX: TIER 2 OWNER'S CERTIFICATION: STAMPIF APPLICABLE WEATHER TRIGGERED ACTION PLAN VICINITY MAP LEGEND CASQA Designation Construction Activity (BMP) DescriptionBest Management Practice* Erosion Control Sediment Control BMPsBMPs TrackingControl BMPs Non-Storm WaterManagement BMPs Waste Management and MaterialsPollution Control BMPs BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE PI O P I C O D R I V E ( P U B L I C ) 22 PROJECT NAME: TIER 2 TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SAM P L E EROSION CONTROL PLAN APPENDIX B GEOTECHNICAL INVESTIGATION REPORT FINAL REPORT ON QP GEOTECHNICAL RECOMMENDATIONS FOR CANNON ROAD LIFT STATION CARLSBAD, CALIFORNIA - C) by Haley & Aldrich, Inc. San Diego, Califoriia/Denver, Colorado for Poi Camp Dresser & McKee Inc. Carlsbad, California 0 File No. 26713-005 July 2002 S Haley & Aldrich, Inc. 9040 Friars Road Suite 220 San Diego, CA 92108-5860 Tel: 619.280.9210 Fax: 619.280.9415 30 July 2002 File No. 26713-005 www.HaleyAldrich.c&i Senior Engineer UNDERGROUND ENGINEERING & ENVIRONMENTAL SOLUTIONS Camp Dresser & McKee Inc. 1925 Palomar Oaks Way, Suite 300 Carlsbad, California 92008 Attention: Mr. Wain Cooper, Subject: Final Report on Geotechnical Recommendations for Cannon Road Lift Station Carlsbad, California Dear Wain OFFICES Boston Massachusetts Cleveland Ohio Dayton Ohio Denver Colorado Detroit Michigan Hartford Connecticut Los Angeles California Manchester New Hampshire Newark New Jersey, Portland Maine Rochester New York San Francisco California Tucson Arizona Washington District of Columbia Haley & Aldrich, Inc is pleased to submit this report presenting the results of geotechnical engineering evaluations the proposed Cannon Road Lift Station Project in Carlsbad, California. This work was performed in accordance with Amendment No. 1 (10/26/01) to our Agreement (12/13/00) with you. This report .presents the conclusions and recommendations pertaining to the project, as well as the results of field explorations and laboratory tests. . * We appreciate the opportunity to work with you on this project.. Please contact us if you wish to discuss this report or any aspect of the project. With best regards, 0%QFESS/0 0 HALEY &ALDR IkL4'— Tracy J. Lyman;P.E., P.G. Senior Vice President G:\PROJECT5\26713 Cannon Rd Lift Station\final report.doc TABLE OF CONTENTS Page LIST OF TABLES LIST OF FIGURES iii I. INTRODUCTION 1 1.01 General 1 1.02 Project Description 1 1.03 Purpose and Scope 1 1.04 Elevation Datum 2 H. SUBSURFACE INVESTIGATIONS AND LABORATORY TESTING 3 2.01 Subsurface Explorations by Others 3 2.02 Subsurface Explorations by Haley & Aldrich 3 2.03 Laboratory Geotechnical Testing 4 2.04 Laboratory Corrosion Testing 5 HI. SITE AND SUBSURFACE CONDITIONS 6 3.01 Physiography and Land Use 6 3.02 Regional Geology 6 3.03 Regional Seismicity 6 3.04 Subsurface Conditions 7 A. Soil Units 7 B. Bedrock (Santiago Formation) 8 3.05 Groundwater Conditions 8 3.06 Geologic Hazards 8 A. Potential Landslide 8 B. Expansive Soil 0 9 C. Liquefaction Evaluation 9 IV. GEOTECHMCAL ENGINEERING RECOMMENDATIONS 11 4.01 Landslide Concerns 11 4.02 Foundation Recommendations 11 4.03 Floor Slabs 0 12 4.04 UBC Seismic Building Design Parameters 12 4.05 Temporary Excavations 13 4.06 Detention Basin Fill 0 14 4.07 Pipe Trench Considerations - 14 A. Pipe Bedding 14 B. Trench Backfill 0 • 15 C. Excavation Difficulties 15 4.08 Recommended Compaction Specifications 15 4.09 Lateral Earth Pressures 16 4. 10 Construction Dewatering 17 V. LIMITATIONS 18 REFERENCES 19 TABLES FIGURES APPENDIX A - Excerpts from Previous Site Investigations APPENDIX B - Test Boring Reports APPENDIX C —Geotechnical Laboratory Test Results APPENDIX D —Corrosion Laboratory Test Results. LIST OF TABLES Táblé No. ,Title I Summary of Geotechnical Laboratory Test, Results II Summary of Corrosion Laboratory Test Results LIST OF FIGURES Figure No. Title 1 PrOject Locus, 2 Boring Location Plan 3 San Diego County Fault Map 4 Subsurface. Profile H-H' 5 Design Response Spectra (1997 UBC) I. INTRODUCTION 1.01 General Haley & Aldrich, Inc. (Haley & Aldrich) was retained by Camp Dresser & McKee, Inc. (CDM) to conduct a geotechnical investigation at the proposed site of a new lift station along Cannon Road in the City of Carlsbad, California (Figure 1). 1.02 Project Description The City of Carlsbad plans to construct the lift station at the site of an existing detention basin along the southeastern side of Cannon Road, approximately 0.3-mile southwest of the intersection of Cannon Road and El Camino Real. The proposed lift station will have dimensions of approximately 60 by 25 feet, resulting in an approximate footprint area of 1,500 sq. ft. The lift station is to be constructed within the limits of an existing detention basin, which is located at the base of a 2H: 1V slope. The proposed wet well will have a depth of approximately 35 ft, and will be located along and immediately adjacent to the existing toe of the hillside. The proposed construction will also include an access road, valve vault, 20-inch diameter suction pipeline, 14-inch diameter discharge pipeline, a wet well, site development, and miscellaneous small structures associated with the lift station (Figure 2). The access road is to be located on engineered fill placed in the detention basin and will terminate on Cannon Road both north and south of the new lift station. 'A suspected landslide mass exists within the steep slope located above the site. Proposed grade at the location of proposed structures is approximately elevation 27. The elevations for the various proposed structures on the site are tabulated below. Structure Elevation (Estimated) Lift Station 27.5 (finished floor) Wet Well -3 (invert) Valve Vault 6 (invert) 1.03 Purpose and Scope The subsurface investigations andgeotechnical engineering studies described herein were undertaken to obtain information on subsurface conditions and to provide design recommendations for the proposed structure and site improvements. The scope of work undertaken in this study was in accordance with our 10 January 2002 proposal to you as modified by subsequent discussions. The following tasks were performed: 1. Prepared, arranged and monitored a program of three subsurface explorations to obtain geologic information for project design. G:\PROJECTS\26713 Cannon Rd Lift Station\final report.doc 2 Made aiialSes related to., the geotechriical, engineering aSpects of foundation designs site development and construction, and prepared this engineering report summarizing our 4onsi. This report, does not include an assessment of the presencc of oil or hazardous matetials at the site, the characterization of excavated soil that may, be generated as a result of planned construction activity, or an assessment of the impact that any contamination could have on the proposed construction Additionally, the scope of our work did not include performing field investigations or slope stability analyses for the suspected landslide. 1.04 Elevation Datum All elevations in this report are based upon the Site Plan dated 2 May 2002 provided to Haley. & Aldrich by CDM Elevations refer to North American Datum 1983 (NAD83) G \PROJECTS'26713 Cannon Rd Lift Stacio n\tinai report do--,- 2 II. SUBSURFACE INVESTIGATIONS AND LABORATORY TESTING 2.01 Subsurface Explorations by Others The lift station site is located within the Kelly Ranch development. Geotechnical investigations performed by other firms, for Kelly Ranch in general and more specifically for the detention basin, were reviewed by Haley & Aldrich. Some of the reports were reviewed in their entirety, and some were only reviewed in excerpted format; pertinent excerpts from these reports are included in Appendix A, including a geologic profile. Pacific Soils Engineering, Inc. (PSE) performed geotechnical investigations of the project site and reported their findings in a number of reports [PSE (April 1997), PSE (October 1997), PSE (March 1998), PSE (January 2001)]. The work by PSE was performed in conjunction with a substantial re-grading program executed at the site, which resulted in construction of the detention basin at the base of the slope. The studies included geologic mapping, drilling and sampling of exploratory borings, geologic analyses with respect to the possible landslide, and laboratory testing. In general, the 1997 reports identified an ancient landslide complex on the hillside above the detention basin. The landslide was identified by topographic expression, geologic mapping and trenching, sheared claystone identified in borings, and discovery of a landslide on an adjacent property. Specifically, PSE relied on two borings (B- 11and B-12) which were advanced on the project site in 1985 by Owen Geotechnical Consultants; these borings are shown on Figure 2 and are included in Appendix A. These explorations were advanced using bucket augers that created - a 30-inch hole. Bucket auger holes are described by a geologist who enters the borehole and - maps the sides of the holes. Boring B-i 1 noted shear zones, slickensided surfaces and landslide debris; Boring B-12 noted a "zone of slide plane". 2.02 Subsurface Explorations by Haley & Aldrich Haley & Aldrich conducted a subsurface exploration program consisting of three test borings (HA-101, HAB-1, and HAB-2) as shown on Figure 2. The locations of the test borings shown were determined in the field by Haley & Aldrich personnel by taping from physical features, and should be considered approximate. The boring locations were based on a proposed site layout provided by CDM; the site layout has since changed. Two borings (HAB-1 and HAB-2) were located along Cannon Road and north of the proposed lift station. A description of the drilling and sampling procedures utilized for each boring is presented below. All test borings were observed in the field by trained Haley & Aldrich personnel (engineer or geologist). Test boring reports are included in Appendix B of this report. In November 2001, one test boring (HA-101) was drilled to a depth of 15.0-ft, to explore subsurface conditions at the wet well location as formerly located. The test boring was drilled by Pacific Drilling Company of San Diego, California. The test boring was performed with a Little Beaver tripod-mounted drill rig using solid-stem-augering techniques. G\PROJECTS\26713 Cannon Rd Lift Station\iinal report.doc Soil samples were obtained at 5-ft intervals with a Standard Split-Spoon Sampler (2.0-inch 0 D , 1.375-inch I D), in general accordance with ASTM Method D1586 Field measurement of in-situ soil properties consisted of the Standard Penetration Test (SPT) The Standard Penetration Resistance (N) is defined as the number of blows necessary to drive the Standard Split-Spoon Sampler 1-ft into undisturbed soil using a 140-pound weight falling freely for 30-inches. The tripod-mounted drill rig used during the subsurface exploration, was equipped for solid- stem augering only. Performance of the Standard Penetration Test requires removal of solid- stem augers from the borehole, which leaves the sides of the test boring in an unsupported state. For this reason, the test boring collapsed below the groundwater table when the augers were removed. All attempts to maintain the integrity of the bore hole failed and the test boring was terminated at a depth of 15 ft. In January 2002, two borings (HAB-1 and HAB-2) were, drilled at the locations shown on Figure 2. The test borings were drilled by Tr-County Drilling of San Diego, California. Soil-boring HAB-1 was advanced using a truck-mounted hollow-stem auger CME-95 drilling rig and soil boring HAB-2 was advanced using a track mounted all terrain limited access rig. Each soil boring was advanced to a total depth of approximately 40 ft below ground surface (bgs) Prior to drilling, the soil bormgs were hand augered to five ft below ground surface for utility clearances The first soil sample was collected at a depth of two ft, the next at a depth' of five. ft, then at 5-ft intervals. Hollow stem continuous flight augers (4-1/4 inch .I.D. were used to drill the borehole from approximately five ft bgs to the total depth of the borehole. Using an automatic hydraulic hammer on the drill rig, samples were collected by driving 2.5-inch diameter split spoon samplers 1.8-inch at the specified sampling interval. Samples were retained in 6-inch long by 2.5-inch diameter stainless steel sleeves. Teflon® sheets were placed at each end of the sleeve and capped with plastic end caps. Haley & Aldrich personnel logged all soils recovered from the borings in thefield. Collected sample intervals were observed and visual-manual estimates of the Unified Soil Classification System (USCS) types of soils were made in general accordance with the visual-manual procedures outlined in ASTM Standard D248893. In addition, grain size estimates were performed in the field using standard sieve sizes and observation to estimate grain size percentages on selected soil samples Estimated soil types and other observations were recorded on boring logs along with the sample depth, sample type and percent recovered Soil samples representative of the various subsurface soil types were selected and preserved from each sample interval for testing in a laboratory to determine various geotechrncal- engineering parameters; 203 Laboratory Geotechnical Testing Soil samples obtained during the field eploratiOnsp were submi.ed for testing to verify field visual USCS classifications and evaluate certain engineering characteristics Allied Geotechnical Testing of San Diego, California performed geotechnical laboratory tests Geotechnical testing of soil samples was performed in conformance with the American Society for Testing and Materials (ASTM) testmg procedures or other generally accepted test S methods as follows: ____________ G \PROJECTS\26713 Cannon Rd Lift Station\tinal report doc 4 Geotechmcal Test Test Method Moisture Content ASTM D 2216 Dry Density ASTM D 2937 Gram Size Distribution ASTM D 422 Atterberg Limits ASTM D 4318 Direct Shear ASTM D 3080 A summary of the results of geotechnical testing on soil samples is presented in Table I. The geotechnical test reports including; USCS descriptions, moisture densities, dry densities, grams size distribution graphs, Atterberg Limits graphs and direct shear graphs are included in Appendix C. 2.04 Laboratory CorrosiOn, Testing A bulk composite sample was collected using a hand auger adjacent to the location of HAB-1 for the purpose of corrosion testing. Test I Test Method PH ASHTO T289-91 Oxidation Reduction Potential ASTM D1498 Sat'd Resistivity AASHTO T288-91 As-Received Resistivity AASHTO 7289-91 Sulfates AASHTO T290-91 chlorides AASHTO T291-91 Sulfides DIPRA As-Received moisture content ASTM D2216 A summary of the results of corrosion testing on soil samples is presented in Table II. These results are provided for corrosion analysis to be performed by others The corrosion laboratory test reports are included in Appendix D. G\PROJECTS\267i3. Cannon Rd Lift SatithfiflãI report.doc 5 Ill. SITE AND SUBSURFACE CONDITIONS 3.01 Physiography and Land Use The proposed site is located as shown On Figure 2. An existing detention basin is located on the southeastern side of future Cannon Road, which is currently (July 2002) an unimproved roadway..The bottom of the detention basin is located at approximate elevation 15 Ground surface elevations begin rising immediately east of the detention basin, to a high of approximately 357 ft at the crest of the slope known as Mount Evans The slope of the hillside above the detention basin is approximately 211 1V to 1.5H: 1V The top of the wet well will be located on the hillside at approximate elevation 27. The lower third of the hillside has been regraded, and is covered with erosion control mesh and surficial irrigation lines to promote re-vegetation of the slope The upper portions of the slope are vegetated with grasses, shrubs, and trees. The site vicinity is largely undeveloped, with the exception of a new housing development located northeast of the site. 3.'02 Regional Geology The regional geology consists of colluvium, alluvium, compacted and uncompacted fill and-also includes Eocene- to Pleistocene age sediments which comprise bedrock. The regional geologic units are the Bay Point Formation which overlies the Santiago Formation. The Bay Point Formation is absent at the project site The Santiago Formation consists of interbedded, light to dark gray, silty sandstone j light, to medium gray siltstOne and variable colored claystones. Where undisturbed, the Santiago Formation is. typically hard to very hard and is moderately well bedded. . 3.03 Regional Seismicity . The Cannon Road Lift Station project is located within the Peninsular Ranges Geomorphic Province of southern California which is characterized by faults which typically display right lateral slip and have a strong northwest orientation. The project is located on the Santa Ana sub-block, a subdivision of the Peninsular Range block, which is bounded on the northeast by the Elsinore fault and on the southwest by the Rose Canyon/Newport-Inglewood fault system The nearest strand of the Elsinore fault, the Julian and Temecula segments zone (characteristic moment magnitude, Mw -7.1 based on Peterson et al., 1996) are approximately 37 kilometers from the subject project The nearest strand of the Rose Canyon/Newport-Inglewood fault zone (characteristic moment magnitude, Mw=6 9) is the Del Mar segment, approximately 10 kilometers west of the project area Both the Elsinore and the Rose CanyonlNewport-Inglewood fault systems are north and northwest striking, dominantly right lateral, strike-slip faults, showing Holocene activity Literature review, aerial photographic study, and site reconnaissance mapping mdicate that active faults are not lOcated in the project area. G:\PROJECTS'26713 CaruioS Rd Lift Statiön\fihal repori.dod A regional map of active faults is shown in Figure 3. Based on probabilistic seismic hazard assessment (PSHA) mapping performed by the USGS (1996) the peak horizontal ground acceleration (PGA) expected for a free rock surface at the site with a probability of exceedance of 10 percent in 50 years (consistent with 1997 UBC requirements) is 0.26g. Deaggregation of the 10 percent-50 year event indicated that the Rose Canyon Fault (Mw = 6 9) dominates the seismic hazard matrix The corresponding PGA at ground surface for the site is 0.32g which accounts for site specific soil amplification of the bedrock acceleration determined in accordance with the recommendations of National Earthquake Hazards Reduction Program (NEHRP 2001). It is likely that during the design life of the project, the site will be subject to strong ground accelerations generated from earthquakes produced along offsite faults. Secondary ground displacements in response to a nearby or large regional earthquake are possible in the seismically active southern California region. 3.04 Subsurface Conditions Subsurface exploratiops at the site indicate that both soil and bedrock units are present on-site and are expected to be encountered during construction Soil and rock descriptions provided below are based upon the test boring reports presented in Appendix B. A geologic cross section of the site that was prepared by others is included in Appendix A of this report. All of the borings encountered interbedded fine to medium fine clayey and/or silty sands. Two of the three borings encountered bedrock classified as siltstone and medium to coarse- grained sandstone Groundwater was also encountered in two of the three borings. Groundwater was encountered at 15 to 15.5 ft below ground surface (bgs). A. Soil Units Fill (SM, SC, SP) Fill was encountered in two of the three borings at a minimum depth of 0 ft bgs and extended to a maximum depth of 15 ft bgs in HA-1. and 15 5 bgs in HA-2 The fill encountered was classified as silty clayi silty sand, and poorly-graded sand as evidenced by drill cuttings This material was generally medium dense with standard penetration test valUes ranging from 12 to 24 blows per foot (bpf) where sampled. Alluvium (SC, SC/CL, SM) Alluvium was encountered in HAB-2 at a minimum depth of 15.5 ft bgs and extended to a maximum depth of 33 ft bgs The sandy soils were classified as clayey sand, sandy clay, sand with silti and silty sand This material was generally medium dense with standard penetration values ranging from 12 to 25' bpf: G:\PROJECTS\26713 Cannon Rd Lift Stàtioñ\final rej,ort.d'oc ' 7 3. Colluvium (SM) Colluvial material was encountered in HA-101 at a minimum depth of 0 ft bgs and extended to a maximum depth of 15 ft bgs. The colluvium encountered was classified as silty sand as evidenced by drill cuttings. This material was loose to medium dense/stiff to very stiff with standard penetration test values ranging from 10 to 18 bpf where sampled: B. Bedrock (Santiago Formation Bedrock was encountered in two of three borings. The bedrock samples were classified as sandstone, siltstone, and claystone of the Santiago Formation with consistencies ranging fron-i very dense to hard with standard penetration test values ranging from 36 bpf to 50 blows per 4 inches where sampled. 3.05 Groundwater Conditions Grdündwater Was encountered in borings HAB-1 and HAB-2 at depths of 15 ft and 14.5 ft below grade, respectively. In addition, wet conditions were encountered in boring HA-101 at depth-of approximately 15 ft, resulting in collapse of the unsupported borehole. These results indicate a groundwater table located at approximate elevation ,5 at the base of the slope in the vicinity of the proposed lift station. The groundwater table is located at higher elevations beneath the hillside, and generally represents a muted reflection of surface topography. 3M6 Geologic Hazards A. Potential Landslide As described in Section 2.01, previous studies performed by others [American Geotechnical (1983), Owen Geotechnical (1985), Pacific Soils Engineering (1997)] had identified the southwest facing slope of Mount Evans as a potential landslide In addition, a geologic map of the project vicinity (PSE, 1997) characterizes the surfiLial geology of the hillside as consisting of landslide deposits The geomorphology of the hillside is that of a classic landslide feature with a prominent headscarp visible near the crest of the slope. From reviewing the previous studies concerning the potential presence of a landslide mass on the hillside immediately southeast of the detention basin, Haley & Aldrich has concluded that 1) a landslide mass did exist within the slope, 2) the landslide mass had the potential to move downslope and into the detention basin during or after detention pond construction, 3) the risk of such movement was impossible to quantify based on available information, and 4) the slope should be carefully monitored for movement during and after excavations for the detention basin and mitigation of any landslide movement be performed immediately, The detention basin excavations were successfully excavated without resultant movement in the hillside G:\PROJECTS\.26113 CannOn Rd Lift StatiOñ\final idport.doc 8 Therefore, a landslide mass is likely to be present in the hillside inliflediately southeast, of the existing detention basin. The pOtential for landslide mOvement and slope instability is considered real and represents a serious risk to the proposed lift station site development without mitigation measures to stabilize the landslide material. Expansive Soil Based on the geologic setting and subsurface conditions encountered in explorations at the site, Haley & Aldrich has determmed that expansive soils are not a geologic hazard for this project. Liquefaction Evaluation Liquefaction susceptibility was evaluated using the simplified procedure originally developed by Seed and Idriss (1971) with procedural updates in accordance with Youd, et al. (2001). Seismically-induced settlement, which may result from the dissipation of excess pore pressure generated by earthquake shaking, was evaluated using the procedures of Tokimatsu and Seed (1987). Calculations were performed for profiles based on borings representative of conditions within the building area (HAB- 1 and HAB-2). The results of the analyses indicate that liquefiable soils are not present in boring HAB-1. Seismically induced settlements in the region of boring HAB-1 are expected to be negligible. hi boring HAB-2 the analyses indicated a zone of liquefiable material is present at a depth of approximately 14 to 32 feet below ground surface. Settlements resulting from post-shaking dissipation of pore water pressure were calculated to be on the order of 3 to 4 inches in the area of HAB-2. For the purpose of foundation design, it should be assumed that the liquefiable zone varies linearly from a thickness of 18 feet at the northeast side of the site to a thickness of zero at the southwest side of the site The bottom of the liquefiable zone is located at the bedrock interface which is at a depth of approximately 32 feet below ground surface in HAB-1 and 15 feet below ground surface in HAB-2 Figure 4 illustrates the subsurface profile beneath the structure. Post liquefaction settlement will result in the imposition of downdrag forces on deep foundations (refer to Section 4.02 of this report for further recommendations regarding seismic downdrag design) Site improvements which exist at or above liquefiable zone and which are not supported by deep foundations will be prone to settle differentially with respect to pile supported structures Flexible connections which can tolerate 2.5 to 3 5 inches of differential settlement should be made in such cases Hollow structures such as pipes which are located within the liquefiable zone should be designed to resist buoyancy forces equal to the unit weight of the liquefied soil (120 pcI). G\PROJECTS\26713 Cannon Rd Lift &ation\final réport.doc L The 1atera support of sOilS that surround deep foundations can be significantly reduced if the soils undergo liquefaction This effect can be modeled in lateral capacity analyses for piles and shafts by applying reducmg p-multipliers (a value of 1/10 is typical) to p-y curves (Ishihara and Cubrinovski, 1998) or utilizing a soft clay, p-y curve with a cohesion value set to the liquefied residual shear strength of the soil (Wang and Reese, 1998) The p-y curve adjustments ma de ade only over the limited depth that would liquefy. - G:PROJEC1S\26713 Cannon Id Lift Station\final époridd 10 IV GEOTECHT'IICAL ENGINEERING RECOMMENDATIONS 4.01 Landslide Concerns As discussed in previous sections of this report, Haley & Aldrich has concluded that the hillside located above the proposed lift station includes an existing landslide mass The presence of a landslide on this slope is a concern for this project due to potential instabilities caused by temporary excavations planned for the proposed site development as described below: The current project concept includes no permanent cuts. However, temporary excavations are always required for a project of this nature. Excavations to remove Fill and Alluvium from within the detention basin and replacing them with imported fill is an alternative for mitigating potential liquefaction. This temporary excavation would be at the base of the existing landslide mass and therefore would redUce the existing equilibrium conditions in the slope. Temporary excavations will be required for construction of the influent line and force main. These excavations will also be at the base of the existing landslide mass and therefore will reduce the existing equilibrium conditions in the slope. CDM is requiring the sunken caisson method of construction for the wet well and valve vault, thereby reducing the concern associated with more traditional temporary excavations. At this stage of the design, there is not sufficient data available to rule out the potential-for instability within this potential landslide mass caused by temporary excavations currently planned for this project or more adverse natural conditions than have been experienced Since detention basin construction. Several steps can be taken to mitigate this potential hazard. However, prior to designing a mitigation scheme, a comprehensive geotechmcal investigation specifically targeted to evaluate the nature, extent and configuration of the landslide would be required Once the landslide geometry and strength properties of the basal landslide surface are understood, landslide mitigation could be designed Landslide mitigation could consist of construction of a shear key at the base of the slope using large diameter drilled shafts, reducing groundwater levels in the hillside through subhorizontal drainage holes, and controlling surface water flows and infiltration; Haley & Aldrich believes that landslide investigation and mitigation design and construction will be costly and that the risk of potential landslide movement will not be entirely removed even if such measures are implemented Therefore, we recommend that the construction contract documents preclude all permanent or Unbraced temporary excavations into the base of the hillside. 4.02 FoUndation Reconhiendations The Fill, Alluvium, and Colluvium soils vary in composition and density, are potentially liquefiable and are not considered appropriate foundation materials for the lift station Typically these materials are removed and replaced with structural fill to enable the use of shallow foundations However, for this site, an excavation greater than 20 ft in depth would be required at the toe of the landslide. This excavation could destabiliie the landslide. P:\PROJEUS\26713 Cannon Rd Lift Station\tinal report doc 11 Alternatively, ground improvement methods, such as stone columns could be implemented to enable the use of shallow foundations However, it has been Haley & Aldrich 's experience that for small projects, deep foundations are more cost effective than ground improvement. Haley & Aldrich recommends that the structures be founded on drilled shaft foundations. Drilled shafts are typically 12 inches or larger in diameter and are installed by placing concrete in the open hole after drilling Installation of drilled shafts below the water table will require the use of a temporary casing and/or possibly drilling fluid such as bentomte The shaft is reinforced with a steel reinforcing bar cage or with individual steel reinforcing bars. Drilled shafts should be installed through the unconsolidated soils present at the site and socketed into bedrock. The minimum recommended drilled shaft diameter is18 inches. Drilled shaft vertical capacity is a combination of end bearing and side friction. End bearing capacity of drilled shafts is dependent on the strength of the rock mass and the depth below the ground surface. Haley & Aldrich recommends 15,000 psf for the allowable bearing capacity of the rock. The side shear of shafts socketed into rock can be included when the depth of embedment into rock 'eqqilg Or exceeds the pile diameter. A side shear value of 1,500 psf should be used for that portion of the pile socketed into bedrock The shafts should be designed to withstand a downdrag load of 700 psf applied over a 15 ft thick soil column caused by potential liquefaction settlement. Based on the site geology, depth to bedrock should be assumed to be 30 ft for the purpose of foundation cost estimating. Overall pile lengths will be the depth to bedrock as determined during pile installation plus the required bedrock socket depth as determined by the structural engineer. 4.03 Floor Slabs Haley & Aldrich recommends that all floor slabs be designed as structural slabs capable of supporting all anticipated loads without the aid of soil interaction. The slab can be reinforced using conventional reinforced concrete, post-tensioned concrete, timber and/or structural steel. 4.04 UBC Seismic Building Design Parameters If the 1997 UBC is utilized for structural design of the proposed buildings, the following seismic assumptions should be made The Rose Canyon Fault (Seismic Source Type B) is considered the critical fault segment with respect to 1997 UBC seismic design At a distance of approximately 10 kilometers to the west of the site with Soil Profile Type Sc, this fault generates the following values Na=1 0, Nv1 0, Ca0 40, Cv=0 56, T0=0 11 and, T5=0 56 These are imrnmum values The structural designer may utilize more conservative values at his or her discretion Figure 5 presents the computed 1997 UBC Design Response Spectra. G:\PROJEGrS\267i3 cannon Rd Lift Stacion\finâl report.doc 12 4.05 Temporary Excavations Open cut methods for temporary excavations are not recommended because they could destabilize the landslide Therefore, sloped excavations and trench boxes should not be allowed The following recommendations for temporary excavations are intended to minimize the risk of landslide movement durmg construction Alternatively, for the pipeline excavations, microtunneling methods can be used to minimize excavation support. The construction contract documents should require that all temporary excavations be tightly braced and fully sheeted such that the surrounding ground is in intimate contact with the shored excavation at all times durmg shoring installation, subsequent construction and shoring removal. The contractor should be made responsible for designing temporary excavation support as part of required construction submittals and should be required to include, surcharge loads due to the slope in the design. o For the wet well and valve vault, the sunken caisson method of wet well construction is feasible Haley & Aldrich believes that the site conditions are suitable for sunken caisson construction While the presence of groundwater and bedrock complicate the construction, caissons are commonly sunk in these conditions by qualified contractors The caissons are typically installed without dewatering until after the bottom Slab is placed. It is not uncommon for caissons to penetrate bedrock similar to the bedrock encountered at the site However, if the surface of the bedrock is not horizontal which is likely at this site, it may be necessary to pre-excavate the bedrock to create uniform conditions for caisson advancement. Haley & Aldrich recommends that the sunken caisson be placed prior to construction, Of the lift station structure to prevent potential damage to the building. Temporary excavations should be kept as small as practicable in plan dimensions and only one excavation should be allowed to be open at any one time Inclinometers and surface monitoring points should be installed in the hillside above the excavations prior to construction and monitored at least daily during construction The contractor should be required to submit an instrumentation plan, monitoring plan and contingency plan for reacting to any measured deformation beyond threshold levels. - The Contractor should become familiar with and be aware of applicable local, state, and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards Construction site safety is the sole responsibility of the Contractor, who shall also be solely responsible for the means, methods, and sequencing of construction operations Under no circumstances should the information provided in this section be interpreted to mean that Haley & Aldrich is assuming responsibility for construction site safety or the COntractor's activities; such responsibility is hot being implied and Should not be inferred. The COntractor should be aware that slope height, Slope inclination, or excavation depths should in no case exceed those specified in local, state, or federal safety regulations, e g OSHA Health and Safety Standards for Excavations 29 CFR Part 1926, or successor regulations Such regulations are strictly enforced and, if they are not followed the Contractor and its subcontractors Could be liable for Substantial penalties. G:\PROJECT9\26713 Cannon Rd Lift Station\finai report.doc 1 The soils to be penetrated by the proposed excavations may vary significantly across the site. Haley & Aldrich'S preliminary soil classification is based solely on the mteriaIS encountered in widely spaced exploratory borings.,The Contractor should continually classify the soils that are encountered as excavation progresses with respect to the OSHA system. 4.06 Detention BaSin Fifi The lift station is located in the area of an existing stormwater detention basin; Up to -' toffillWil1 be required to achieve the floor elevation of the proposed lift station. The fill material should consist Of "Structure Backfill" as specified in the "Greenbook" (Standard Specifications for Public Works Construction), and compacted according to Section 4.08 of this report, with maximum compaction loose lift thickness of 6 inches. Structure Backfill should be non-plstic, have a sand equivalent on not less than 20 and should have the following grading: Detention Basin Fill Sieve Size Percent Passing 4inch 100 No. 4 35-100 No. 30 20-100 4.07 Pipe Trench Considerations A. Pipe Bethllng Bedding should extend from 6 inches below the sewer pipeline to 12 inches above the sewer pipeline. The pipe should be bedded in 3%-inch crushed rock which meets the following gradation: Pipe Bedding Sieve Size Percent Passing 3/4 inch 100 No. 200 0.5 Maximum compaction loose lift thickness for the pipe. bedding should be 6 inches. Pipe bedding should be wrapped in a geotextile that meets the requirements. of Type 180N as specified in the Greenbook. ' G:\PROJECP126713 Cannon Rd Lift Station\tinal report.doc • 14 Trench Backfill Above the pipe bedding, on-site materials may be tised for trench backfill. However, material greater than 3 inches measured in least dimension should not be placed within 1 ft of the pipe and material greater than 6 inches measured in least dimension should not be placed anywhere in the trench Backfill should be compacted as outlined m Section 4,08 of this report Maximum compaction loose lift thickness for the trench backfill should be. 8 inches.. Excavation Difficulties Bedrock wag encountered in the borings within anticipated trench excavation depths. Haley & Aldrich anticipates that bedrock excavation can be performed with conventional methods without the need for extensive blasting, excavation may require the use of large excavation equipment utilizing a ripper tooth Jack hammering, or other approved rock excavation methods may be necessary in some localized hardened bedrock areas. 4.08 Recommended Compaction Specifications • Material Not Exhibiting a Well- Material Exhibiting a Well Defined Defined Moisture Density Moisture-Density Relationship Relationship Fill Type Minimum % of Modified Moisture Content Relative to Minimum Relative Density Proctor (ASTM D 1557) Optimum Moisture Content (ASTM D 4253 and D 4254) Maximum Dry Density Recompacted native soils beneath floor 95% -2 to ±2% 70% slabs and pavements . Recompacted native trench foundatiOn • and placed pipe 95% -2 to +2% 70% bedding. . I .. . Compacted detention basin fill 95% -2 to +2% 70% GRQJEC-rsti671:3, Cannon Rd Lift Staiiôn\tinal report.doc • 15 4.09 Lateral Earth Pressures Lateral pressures will be exerted on below grade walls by backfill soils, surcharge loads, and hydrostatic pressures caused by groundwater. Lateral earth pressures on walls depend upon the type of wall, type of backfill material and allowable wall movements. For walls that are restrained at the top., lateral earth pressures should be estimated for an "at rest" condition. "Active" conditions are applicable for walls which. are not fixed at the top and where approximately 1 inch of movement at the top of the wall per 20 feet of wall height is acceptable. Structures can be backfihled with on-site soils or with free draining sand and/or gravel within a zone defined by a 1:1 slope up and away from the bottom of the foundation. The following equivalent fluid pressures can be used: Native Soil Equivalent Fluid Pressures (psf per vertical foot) Case Static Above Groundwater Static Below Groundwater Seismic Above Groundwater Groundwater Seismic Below Point of Application Static Seismic Active 35 80 50 85 0.33H 0.41H At-Rest 60 85 75 100 0.33ff 0.63H Passive 550 - 450 . - 0.33H 0.33H Imported Granular Fill, Equivalent Fluid Pressures (psf per vertical foot) - Case Static Above Groundwater Static Below Groundwater Seismic Above Groundwater Groundwater Seismic Below Point of Application Static Seismic Active 35 80 45 85 0.33H 0.41H At-Rest 55 85 75 100 0.33H 0.63H Passive 550 - 450 - 0.33H 0.33H The recommended equivalent fluid pressure for foundation conditions below the water table includes hydrostatic pressure The recommended fluid pressures assume a horizontal backfill surface and do not include any surcharge due to nearby loading from structures, floor slab live loads or traffic. Gf\PROJECS\267I3 Cannon Rd Lift Siaiion\final reportdoc . - 16 For designing the below-grade walls, a design groundwater elevation equivalent to the maximum pooi elevation of the detention basin should be used 4.10 COnstruction Dewatering At the time of our investigation, groundwater was encountered within anticipated excavation depths at the site Groundwater fluctuates seasonally and thus may increase during the wetter season The excavations required will encounter groundwater and may require dewatermg Temporary excavations supported with tight bracmg and full sheeting should remain relatively watertight and may be dewatered using internal sumps External dewatermg is anticipated to be difficult due to the fines content of the soils, an effective dewatermg method may be using tightly spaced well points with vacuum-enhanced pumping Other methods may be equally effective or more effective, in any case, the selected method should be based on an evaluation of required drawdown, subsurface conditions, and areal extent of required dewatermg, among other factors Dewatermg systems should be installed well in advance of excavation operations so that drawdown will be achieved prior to excavation. G \PR0JECTS'26713 Cannon Rd Lift Station\final report doc 17 V. LIMITATIONS This report has been prepared for specific application to the proposed construction associated with the Cannon Road Lift Station Project in accordance with generally accepted geotechmcal engineering practice The descriptions of subsurface conditions presented herein should not be understood or interpreted to be a guarantee or warranty that these conditions will actually be encountered during construction No amount of investigation or analysis can precisely predict the characteristics, quality, or distribution of subsurface and -site conditions ajid/or the behavior of such conditions during construction Such behavior will vary greatly and will be dependent upon and influenced by the specific construction means and methods actually selected by the Contractor. Therefore, the Contractor must undertake its own independent review and evaluation of all Contract Documents to arrive at decisions concerning the plañning of the work, selection of equipment and the means and methods techniques and sequences of construction and safety precautions to be used. This report was prepared in accordance with Haley & Aldrich's proposal to Camp Dresser & McKee. All users of this report are subject to the conditions and restrictions contained in the proposal. The observations, described in this report are based solely on the scope of services provided pursuant to the proposal. Haley & Aldrich has not performed any additional observations, investigations,, studies, or other testing not specified in the proposal or referenced herein. Haley & Aldrich shall not be liable for the existence of any condition, the discovery of which would have required the performance of services not included in our proposed scope of services. S This report was prepared for the exclusive use of the Cannon Road Lift Station Project Team. There are no other intended beneficiaries. Haley & Aldrich shall owe no duty whatsoever to any other person or entity on account of the report Use of this report by any person or entity other than the Cannon Road Lift Station Project Team for any purpose whatsoever is expressly forbidden unless such other person or entity obtains written authorization from Haley & Aldrich Use of this report by such other person or entity without the written authorization of Haley & Aldrich shall be at such other person's or entity's sole risk, and shall be without legal exposure or liability to Haley & Aldrich. This report reflects the subject site conditions observed and the records reviewed by Haley & Aldrich as of the date of report preparation The passage of time may result in significant changes in subject site conditions presented in this report Accordingly, any party to whom the report is provided recognizes and agrees that Haley & Aldrich shall bear no liability for deviations from Observed conditions or available records after the time of report preparation. Use of this report by any person or entity in vjolatjOn of the restrictions expressed in this report shall be deemed and accepted by the user as conclusive evidence that such use and the reliance placed on this report, or any portions thereof, is unreasonable, and that the user accepts full and exclusive responsibility and liability for any losses, damages or other liability that may result. G:\PROiEC7S\26713 Cannon Rd Lift Station\final report.doc 18 I REFERENCES Pacific Soils Engineering, Inc., "Supplemental Geotechnical Evaluation and Grading Plan Review Kelly Ranch, Area 'E' in the City of Carlsbad California," April 15, 1997. Pacific Soils Engineering, Inc., "Supplemental Geotechnical Evaluation and Grading Plan Review Kelly Ranch, Areas D, F, G H, I and J, m the City of Carlsbad, California," October 17, 1997. Pacific Soils Engineering,Inc., "Response to City of Carlsbad Review Comments, Kelly Ranch, Area 'E', in the City of Carlsbad, California," March 3, 1998.. Pacific Soils Engineering, Inc., "Geotechnical Summary for the Grading of the Desilting Basin, Adjacent to Cannon Road, Approximate Station 94+30 to 99+80, Kelly Ranch, Village E, Canterbury Project, in the City of Carlsbad, California," January 30, 2001. Ameritec Engineering, 2000, "SHAKE2000, A computer program for the 1-D analysis of geotechnical earthquake engineering problems", program and user's manual. Kramer, S.L., 1996, Geotechnical Earthquake Engineering, Prentice Hall, Inc., 653 pp. - Ishihara, K. and Cubrinovski, M., 1998, "Problems associate with liquefaction and lateral spreading during earthquakes", Geotechnical Earthquake Engineering and Soil Dynamics III, Volume 1, ASCE Geotechnical Special Publication No 75, pp 301- 312. NEHRP, 2001, NEHRP Recommended Provisions for Seismic' Regulations for New Buildings and Other Structures, 2000 Edition, Building Seismic Safety Council for the Federal Emergency Management Agency, Washington, D.C., 2001. Peterson, M.D., Bryant, W.A., Cramer, C.H., Cao, T., Reichle, M., Frankel, A D , 1996, Probabilistic Seismic Hazard Assessment for the State of California California Department of Mines and Geology and United States Geological Survey, accessed, via the internet at fittp:/,/www.consrv.ca.gov/dmg/piibs/ofr/96/08/index.htm 10 Seed, R B and Harder, L F , Jr.,1990, "SPT-based analysis of cyclic pore pressure generation and undrained residual strength", Proc , H Bolton Seed Memorial Symposium, Bi-Tech Publishers Ltd , Vancouver, 55,1-376. ii; Seed, H.B. and Idriss, LM., 1971, "Simplified Procedure for evaluating soil liquefaction potential", Journal of the Geotechnical Engineering Division, ASCE 97(9), pp. 1249-1273. G\PROJECT8'26713 CannOn Rd Lift S( on'finãI reort.doc 19 12. USGS, 1996,. NatIOnal seismic Hazards Mapping PrOject, accessed via ; the Internet at http://geohazards.cr.usgs.gov/eq/indexhtm1 13; Wan g j S-T and Reese, L. C., 1998, "Design of pile foundations in liquefied soils", Geotechnical Earthquake Engineering and Soil Dynamicslu III, Vome 2, ASCE Geotechnical Special Publication NO. 75, pp 133 1-1343. 14. Ydi.id, T.L.,, (2001). "Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998. Nc•ER]NSF workshops on evaluation of liquefaction resistance of soils", Journal of Geotechnical and GeoenvirOnmental Engineering, ASCE, Vol. 127, No. 10, OctOber 2001, pp 817833. 15.. Tokimatsu, K and Seed, H.B. (1987). Evaluation of Settlement in Sands due to Earthquake Shaking; Journal of Geotéchnical Engineering, Vol. 113, No. 8, August 1987, pp. 861-8.78. I . G:0ROJECTS\267I3 Cannon R ft-SWi rèØoi.doc APPENDIX B Test Boring Reports TABLEI. SUMMARYOF.GEOTECHNICAL.LABORATORY TEST RESULTS Cannon:Road.Lift Station. :Carlsbad,California, Boring NO., Depth in feet USICS Moisture Dry Density Sieve Analysis (%) .Aterg_Limit Direct Sh.. (Pk) Soil Description C. (psO From, To (pct) Gravel Sand Fines .LL .PL P1. HA-101'A101 5 6 5 SM 9 7 Silty SAND 10 11 5 SM. 17 0 78 22 17 15 2 Silty SAND HAB 1 105 11 SM 132 1117 0 63 37 Silty SAND 205 21 BR* 13.7 99.7 75 35 26 9 SILTSTONEiCLAYSTONE. 2-5.5; 26 BR 15,.8! 1078 '36 32 4 SILTSTONE/CLAYSTONE 35 5 36 BR 16 8 37 21 16 SILTSTONE/CLAYSTONE HAB 2 5 5 5 SC 19 9 115 5 - 1097 22 7 Clayey SAND ** 10 10.5 SC . 17.5 111.3 0 .56 44 3113.18 Clayey SAND 20.5 2.1 1 SC 24.2. 123.3 . - . Clayey SAND ** 25.5 : 2.6 ML 26.4, 112.7 0.48 52 .Sandy.SILT *BR. Bedrock, based on visual-manual field description ,G:\PRQJECTS\26713;Cannon,Rd Lift Station\Lab data\[Tables Tests Summary.xls]Geotech 7/12/2002 Page 1 of 1 TABLE II, SUMMARY OFCORROSiONLABORATORY TEST RESULTS: Cannon.RoadLiftStation Carlsbad,, California SAMPLE LOCATION MOISTURE , OXIDATION REDUCTION % /0 SATURATED.; RESISTIVITY.RESISTI VITY NATURAL CIOT I SULFIDE BORING SAMPLE DEPTH (%) POTENTIAL CHLORIDE SULFATES (ohm cm) (ohm cm) (qualitative) NO (feet) (MV) LHAB'1A 06 t3.51 7.6: 280 j 0.0492 0.040 483 1,107 Mediumji G:\PROJECTS26713 Cannon Rd Lift Station\LabdataETables Tests Summary.xls]Corrosion 7/12/2002 Page lofi L CANNON ROAD Ufl STATION CARLSBAD, CAUFORNIA ZON S1\ - PROJECT LOCUS UND0UHD z ENGNEINC& LU U.S.G.S. QUADRANGLE: SAN LUIS REY, CA. 1975 soumo APPROXIMATE SCALE: 1:24,000 JULY 2002 FIGURE 1 G: Pro iects\2761.3\drawincis\267 1:3000A02.dwg CANNON ROAD (FUTURE) EXISTING STORM DRAINS G L\ -IB11 t 1 / . / / / / .. // --, p 01, /EXI'STl G 77111 VALVE VAULT HA-1O1 B12 HALEY AND ALDRICH BORING LOCATION B.12 OWEN GEOTECHNICAL CONSULTANTS BORING LOCATION AA SECTION G-G" SEE APPENDIX A, PROFILE H-H' SEE FIGURE 4 SITE FEATURES BASED UPON SITE PLAN PROVIDED BY CAMP DRESSER & MCKEE MAY 2, 2002. WET WELL AND VALVE VAULT DIMENSIONS ARE APPROXIMATE WET WELL ACCESS ROAD INFLUENT LINE, Hl 4/ I' 0 20 40 r. SCALE IN FEET CANNON ROAD LIFT STATION CARLSBAD, CALIFORNIA BORING LOCATION PLAN UNDERGROUND ENC.INtEIUNG& ENVIRONMENTAL SOumoNs SCALE: AS SHOWN JULY 2002 FIGURE 2 Cannon Road Lift Station Carlsbad,. California. 1.2 1.0 0.8. 0 I- ' .0. 0, U C.) ° U) 0.2: 0.0 Figure 5 Design Response Spectra (1.997 .UBC). 0.0 0.5 tol 2.0 Period, T-(seconds) G:\PROJECTS\26713 cannon Rd Lift Station\drawings[1997 UBC.xls]Figure 4 UBC Spectra 30 3.5 4.0 7/11/2002 G:Projects\27613\drawings\26713000A02.dwg ESTIMATED PROPOSED GRADE EXISTING GROUND F PROPOSED LIFT STATION STRUCTURE HAB— 1 EL. 25 GROUNDWATER EL. i5. L.5 PIO EL. - EL. -15; c.L. 10 EL. 15 EL. 5 EL. -5 -- EL. -15. N 17 ENTIAL LIQUEFIABLE ZONE Ø/. INTERPOLATED TOP OF BEDROCK - .PICAL--DRILLED....SHA. .__ (CONCEPTUAL) o 10 20. -9--. VERT AND HORZ SCALE IN FEET FIGURE. 4 APPENDIX A Excerpts. from Previous Site Investigations Pacific Soils Engineering, Iic. April 15, 1997 . .. t * - fi. . 0• r RACI . F IC SOILS ItNIGINEEING, UNC.- 77 1'5 CONVO COUT, SAN DIEGO. CALIFQN!A 92111 TELEPHONE 16,1 5.601 5O17(3. FAX (619.) 5600380 KELLY LAND COMPANY ... . 20.11 Palomar Airport Road - Suite 206 Carb.ad, CA. 92009 April 15, 1997 Work Order 400581 Atténtioh: Mr. Curt R. Noland, . ,. . Director of Operations . .r 1, Subject: Supplemental Geotechnicél Evaluation and Grading Plan Review for Kelly Ranch, Aeà F. in the City of Carlsbad, California . fl References: See Appendix -- 1, Gentlemen: . Presented herein are the results of Pacific Soils Engineering, Inc.'s (PSE's) supplemen- tal geotechnical evaluation and grading plan review for Kelly Ranch, Area 'E', located in the City of Carlsbad, California. The purpose of this supplemental geotechnical evalua- tion and grading plan review is to provide: 1) a liquefaction analysis; 2) slope stability, analyses for landslide failure geometries utilizing geotechnical information recently ob- tained by PSE; 3) specific grading recommendations With respect toihe latest 40-scale grading design as prepared by Project Design Consultants (Plates 1 and 2), and 4) preliminary foundation design parameters :- PSE has identified a previously unrecognized (references) landslide that underlies .. .• much of the southeastern portion of the site Although PSE is in general concurrence With much of the findings and reommendations. resentedin,the referenced reports, the identification of this large landslide deposit does raise issues relating to the overall gross stability of the project These issues are addressed herein and in summary this landslide will not adversely impact the development of Area 'E' CORPORATE HEADQUARTERS LOS ANGELES COUNTY RIVERS(OE COUNTY SOUTH ORANGE COUNTY TEL 1 .22 .. TE (21131325-2 2 or 5 71 TEL 9091 66 (° 1 EL 14( 7k FAX. (71 22C95E FAX:,(7 229589 FAX,9O9 676-1579 • x. 714( 3-Pi Work Order4O05i Page 2 April 1, 1997 -. To accomplish our 40-scale study, PSE has undertaken the following scope of work: I. SCOPE OF WORK Site geologic mapping. Review of geologic literature and pertinent geotechnical reports (references). Aerial photographic interpretation (references). Limited seismic hazard evaluation. Subsurface exploration consisting of excavation, logging and sampling of ten (10.) exploratory borings (Plates A-i through A-iD) and eighteen, (18) backhoe test, pit excavations (Plãtës 5 and 6. and Table I). In-situ dnsity testing (Table Ill) of previously placed fills in selected test pits (Table I). Liquefaction analysis utilizing previous OFT data. Geologic analyses with respect. to the newly identified landslide. Laboratory testing that nclUded: 1) both low strain cyclic shear testing arid' c,Onverition,I dret shear testing ; 2) moisture/density: ) laboratory maximum density (ASTM: D1557-91); 4) hydrometer analysis. Results of this testing are summarized in Table II.,Plates C-i through C-14 PACIFIC SOILS ENGINEERING INC Work Order 400581 S Page April 15, 1997 Slope stability analyses utilizing site specific geometries and shear strengths of low strength claystone collected around the landslide basal rupture surface. Preparation of this report and accompanying exhibits summarizing our findings. II. SITE LOCATION AND DESCRIPTION Kelly Ranch, Area 'E' occurs south and east of the intersection of existing El Camino Real and proposed Cannon Road (Figure 1). The southerly project boundary is formed by the base of relatively steep, northerly facing, bedrock slopes. Carlsbad tract 91-3 (Evans Point) and the terminus of existing Frost Street occur on the eastern project boundary: Proposd Cannon Road forms the northwest project boundary, and it occurs adjacent to the open space along the southern edge of Agua Hedionda Creek. The northeast portion of the projet5 is directly bordered by open space area of Agua Heionda Creek and existing El 1 Camino Real. The terrain over the developable portions of the, site has been almost complelt&y modified by prior grading operations. Terrain slope angles range from flat to relatively steep (approximately 1: 1, horizontal vertical). Most of the site is cov- ered by sparse growth of annual grasses and a few shrubs, The steep, unde-' velopable, horth4acing slopes along the southern boundary are covered with a thick growth of native chaparral. PACIFIC SOILS ENGINEERING INC al ip 225 0 Al 'co b RV ILK .7 ~Z—r- i.ntorossI - .-- - / ountry CI - 3 - - IF Ni - - . - - - - 6 ' / E Pfnt' f'-- !Z lilt- wi Jr if vi it 00 4p 0 or 11i L 1!T - . - SITE LOCATION MAP USGS San Luis Rey Quad FiGURE 1 SCALE: 1'2 000' . PACIFIC SOilS ENGEERG, LNC. SAN DIEGO. CA 72111 (o9) %0-.03 WO..: -- . . •- 400581 bATh 4.!15:97 Work Order 400581 Page 4 April 1.6i 197 Drainage over the site is by sheet flow directed to the north and west. Access Over the site can be gained by proposed Canyon Road southward on unini. prOved dirt trails. A horse farm with associated structures exists in, the east central part of the site. III PROPOSED DEVELOPMENT it is anticipated that cut/fill grading techniques will be Utilized to develop Kelly Ranch, Area 'E, into 144 single family residential buildirig pads, interior streets and, graded open space. As part of project development Cannon Road from El Camino Real to. the western project boundary will be completed, Cut and fill slopes are proposed at ratiosof 2 :. 1 (horizontal : vertical). IV SITE RESUME Gèotechnical studies on Kelly Ranch, Area 'E' began With American Geotechni- cal (198). Supplemental investigations Were conducted by Owen Geotechnical (19858 and b) and Geopacifica (198.5) These reports were submitted, to the City L. of Carlsbad and they dealt With typical hillside grading issues, and included: 1) laboratory data;, 2) settlement analysis.; and 3) slope Stability analyses. Landslide deposit$ in Area, 'E" were not identified in these repOrts. AIIC. soiLs EEru Irsi Work Order 40.581 Page 5 April 15, 191 Site grading occurred in August through November of 1985 under the testing and observation of Geopacifica (1900), This phase of grading involved the plaOe- ment of embankment for Cannon Road and the area adjacent to, and south of Cannon Road, realignment of a portion of AgUa Hedionda Creek near El Camino Real and various storm drain and desilting basin improvements. Much of the embankment for Cannon Road was borrowed from the southeast, portion of Area 'E'. Post-gradIng geote.chnióal studies for Area 'E' were completed by PSE in March. and September of 1990 (references). These studies compiled previous geotech- nical work and performed limited subsurface investigations for the overall Kelly Ranch (aka Villages of Cote 0' Azur. project. Landsliding on Area 'E' was not identified. A pertinent Offsitë geotechnical investigation of the adjacent Evans Point project was conducted by Geotechnics, Inc.. (1993). Evans Point was'graded in 1995 under the testing and ObServation of Geocon, Inc. (1996). During grading opera- tions immediately adjacent to Kelly Ranch, Area F a backcut failure extended onto Area 'E'.. These areas were repaired by replacement with compacted fill Geocoñ, Inc. (199.6) The information presented' herein (PSE, this report) represents a 40-sc8le grad-. in plan Study which incorporates all data from previous studies and suppemen- tal information, recently collected by PSE. PACIFIC SOILS ENGINEERIN, INC. Work Order 400581 Page 6 April 15, 1997 V. ENGINEERING GEOLOGY A. GEOLOGIC UNITS The geologic units underlying Kelly Ranch, Area 'E' include the Eocene-age sedimentary bedrock Santiago Formation, the late Pleistocene-age Bay Point Formation, landslide deposit, colluvium, alluvium, compacted fill and uncom- pacted fill. The following is a brief description of these units Their distribution is shown on the enclosed Plates 1 and 2. Santiago Formation (Map Symbol Ts) The lithologies of the Santiago Formation consists of interbedded, light gray to dark gray, silty sandstone, light to medium gray brown siltstone and variable colored, claystones. The Santiago Formation, where undis- turbed, is typically hard to very. hard1 The unit, is typically moderately- to well-bedded. The Santiago Formation, as mapped by Weber (1982), underlies the steep terrain south of the project. It is found at depth below Bay Point Formation and landslide. deposits - 2 Bay Point Formation (Map Symbol Qbp) The late Pleistocene Bay Point Formation, as mapped by Weber (1982). Oñi of a, llght tan to light gray, fine- to very-cO.arse-grained sandstone. The unit is friable, poorly cemented, and in large diameter borings the Unit often äVed everelyPebbly subunits are somewhat rare and bedding appear to be idis,tintt Within the area of the landslide deposit, the Bay Point appears disturbed. PA...IFtC SOILS ENOIrJEERIriG INC Work Order 400581 Page 7 April 15 1997 Landslide Deposit (Map Symbol QIs) A previously unrecognized; relatively large, ancient, landslide complex has been found in the southeastern portion of the project. The presence of this landslide was detected in a series of deep large diameter borings excavated for the purposes of this 40-scale study. The borings were down-hole logged where conditions allowed. Where severe caving pre-. vented down-hole logging, cuttings were used to describe the materials penetrated by the boring The pretence of the large landslide complex is based upon: 1) a marked. break-inslope that creates an accurate landform along the southeastern , subdivision boundary, 2) a consistently present sheared, striated clay- stone at the base of tdistufbed appearing Bay Point and Santiago Forma- tions, interpreted to be the basal rupture surface; 3) geologic mapping and backhoe trench logging of the existing cut slope; and 4) the identifi- cation of landsliding on the adjacent Evans Point project Mapping by Weber (1982) suggests that the sharp topographic break .along the southern, project boundary is attributable, to the formation of an- cient sea cliff. Weber (1982) did not map landslides in Area For Evans Point.. While this, is Valid for explaining the height of the steep topography (approximately 170 feet), it does not eliminate the possibility of landsliding enhancing the topographic break UI Ara. 'E' hurn'm.ocky to.o'graphy with. cloSed depressionsare not ob served to be present in older, pre-borrow topographic maps The lack of dilated contours, which are typical of landslide terrain is attributed to the * - •• ,•- -. - . . - PACIFIC SILS ENGINEERING INC • Work Order 400581 S Page 8 April 15, 1997 ancient nature of the slide and the availability of soft material (i.e., Bay Point Formation) for erosion and deposition. AlsO, much of the landslide headscarp area is observed to be deeply c011uviated. The landSlide materials consist of Bay Point and Santiago Formation. Generally, the landslide materials were observed to be oxidized, fractured and sheared blocks of sandstone, siltstone and claystone. Water seep- age was common above the basal slide plane. A very marked change in hardness and drive energy occurs between the landslide, composed of Santiago Formation and the in-place Santiago Formation below the basal rupture surface. Below the basal rupture surface the Santiago Formation was observed to be consistently very hard, Well cemented, unfractured and gently dipping to the south. The landslide deposit occurring in Area 'E' is probably a composite land- slide consisting of at least two separate Slide masses, designated herein as "east slide" and "west, slide". The distinctions, while not specifically mapped on Plates 1 and 2,. are based upon: 1) topographic differences; 2) dip direction of basal surfaces and striation directions.; and 3) the. construction, of cross-sections (Plates 5 and 6) by the correlation of boring longs. The "eastern slide" mass is located below the area of lots 82, 83, 89, throug,h 92 and 100 through 107, and it exte.nd.s onto the Evans Point pro- ject2 The geologic, dtä suggests that the eastern landslide, moved toward the northeast In contrast the "western slide" mass is located immediately west Of the eastern slide, In the area of lots 55 through 8.0., 83 PACIFIC SOILS ENG [Nit ERIJG INC Work Order 400581 Page 9 April 15, 197 through 88 and 94 through 98. The geologic data suggests that the west- ern landslide moved toward the northwest. Both slide masses probably extend below the alluvium and artificial fill as shown on the cross-sections (Plates 5 and 6). Colluviurn (Map Symbol Ocol) Locally derived, light. to dark brown silty sands with common pebbles and cobbles form colluvium deposits in the minor, north-flowing drainages emanating from the steep bedrock terrain south of the project. The mate- rial is typically slightly moist, and loose to moderately dense. Thickness probably exceeds twenty (20) feet. Alluvium (map Symbol Qal) Alluvium, associated with the Aqua Hedionda drainage underlies the north and northwestern portion of the site, It Was ob5erved to be dark gray and composed of silty sands, sandy to clayey silts and sandy to silty clays. These soils are typically very moist to wet; in a loose to medium dense, soft to firm state; Artificial Fill (Map Symbol af1) Cmpacted artificial fill placed during the grading of Cannon Road under the testing and Observation ofeOpacifica (1990) occurs in the northern Portion of Area 'E' It consists of a light gray or brown silty to clayey sand PAPIPIC SOILS ErJGH prs4 tI'.J Work Order 400581 Page. 10 April 15, 197 and sandy clay. These soils are typically moist, in a, moderately dense to medium dense, firm to stiff state. A nonwoven geotextile fabric was ob- served to occur at the fill/alluvium contact in test pits. T-11, T-14,'T-16 and T-18. Artificial Fill (Map Symbol af0) Compacted artificial fill, placed during the grading of the adjacent Evans Point project under the testing and Observation of Geocon, Inc, (1996) oc curs in the western portion of Area F. As observed, in boring B-i, it con- sists of a multicolored clayey sand which is moist and moderately dense. Artificial Fill (Map Symbol afu) U.ncompacted artificial fill occurs most notably in the central portion Of the project. Its Imits are approximated on Plates 1 and 2 Some test pit ex- cavatioris exposed buried "brush" at the alluvium contact. The uncom- pated fill consisted of silty sand, and thicknesses range from three (3) to twelve and one-half (12.5) feet. B. STRUCTURE Undisturbed Santiago Formation was. ObServed to dip gently five (seven degrees) in the southeast to softh West direction, Nun1.rous joints and shears, attributed to landsilding, Were dbseved, in the Santiago and By Point Formation, Sevefä.l Shears limited to the Santi.go Formation are attrlhute,d to tectonic faulting, the contact betWeer the. Santiago and Bay Point Within the landslide deposit. Was ob- served to be u.n conformably depositional and locally Sheared. The sheared PACPic SOILS ENGINEERIN, INC. Work 0rder40.0581 S Page 11 April 15 19 contact is attributed to tandsliding. Bedding dips in the Santiago and Bay Point Formation Within the landslide deposit are predominantly to the south ranging from, approximately 25 to 60 degrees (Plates 5 and 6). C. GROUNDWATER The current, groundwater surface, as observed in test pits T-1 1 through T-1 8 (Ta ble I) occurs at elevations r ngitifrom 16 to 26 in alluvial sails along Cannon Road. The groundwater turface, was Observed in Bay Point, Formation in boring B-9 (Plate A-9) at elevation 19. Perched groundwater, as observed in borings B-i and B-4 through B-i 0 (Plates A-2 and A-4 through A-b), Occurs several inches to several feet above the land- slide basal rupture surface. This Water appears to be perched On the relatively impermeable olaytone at the base of the landslide and the underlying, very hard Santiago Formation. VI LIMITED SEISMICITY The Kelly Ranch, Area 'E' project is located within the Peniñs:Ular Ranes Of I southern California which is characterized by faults with a strong northwest ori entation These faults typically display right lateral slip Area 'E' is located on the Santa Aria sub-block, a subdivision of the. Peninsular Range block, which is bounded on the northeast by the El irre fault zone and on the southwest by the Rose canyoniNeWpbrWrIglewood fau.lt system.. The nearest strand of the Elsinore fault, the Julian and Temecula segments PACIFIC SoiLs E.GINEE R!N, INC Pacific Soils gneezing, Inc. October 17, 1997 - /Pjl /751110 i:S 52S3 7 HAL' I Q..RIC iNC RAGE 2/2 ,ILLINGCOAPANY .-RCY RIG:BU T25 - 0 DRlVwi.s1 i ELEV4TICN: 13 L. SOIL DESCRIPTION Go 11 Uj La eoRNG'iO. Li oz 2 zLI= =-23AxS i.ry zlaylelaywy tay - • - - - - - - — - - - . . slightly pciAc. - - . - - SC 2.5 3.gt.ty cq'. silty. -qvd o.Uvs.bco. scict - — =3derawy dermef _____ - • ' clayey . C O aided fs bW t.rtj - I €•0• Apprieaiy % cozzon speck to 1/4-inch dist.v : ••' ..•. 7" (21503 - - - ww - =PC South • - - - - - - ..-. - - - I 9. 5 5cn aided wv,y aczac.. nottlad, light and da.zk • cirj,y. fiDe-tø ndlm-qarAimd send. moist. d5.. pagms. zoolawra - — - - - C 12.01 mttlm4 gray and brn. fine s4od4r Ciy. VSX7 '&t. clisc qzav*Z to L/-c. cazbon vaicitte —6 13.41 zi—grAlned zoi4. £1gtt1y clayey. vary moist to 4tna : ': • • I 13.5' =Ick4a added (.&C*€ • • IS - •• C LS.5 su sttud e • • - - - - - 0 17.01 or111Aq boacamen tLqr.c. sge into bcri.tvg -)ro c..t.y . SC -- moUz%c"r don" - C • - 20- - — — - -. - - - - - * 21.0. 3gq Clayey, fjM C.0 L4 Ufr1 1.*d utOd, Ut1atad. do=aa - •.-• • - (2i503 I •' --.• . -•'•• 3 • • I I 9.0' B=R= (S ttiago • ;cionL Li'jJt qe' iJity ffjsc-:od - j$Q) a&Dd, 4enscp COb.a to I £cJ,ll ia djaswt" I - —:_• -- E30RI NG LO G - "RalgeT No. 269.3.2 ?C1 IFtGURE 'iO - OWEN GOTECJN)C-L CONSULTANTS, INC Plate A-49 .: : -- :0 • - r) I I. I I • I I I A_ _ I I_ _ _ I _ I 1 1 1 I I 1 1 1 I I 1_ I J_ _ 1 1 1 1 I • - _ __ J _ _ _ - • • eI Q A M P L i iL f i 1 It T 4 11 _ J i[ l J I ' I I iT j _ 3 L 1 CH I V E S A M P L E • • . LO W 5 I F C O V Li DR Y DE N S I T Y (9 c ( ) MO I S T U R E - co t I T E I I T I% I - - •- -_ - SO I L C L A B S . • 1t 1 . . C . & I ry l • -• - 5 • • h •: 9 r - ci . • 14 d 0r t4 ' h . • Z CI ( r i Z c. . . • • . •" 'L / ' O • • (I • I I 1 1 i1 iT J 1. T F £ I_ _ _ . . __ _ _ _ _ I . I1 T i 1 1 1 1 II 1 1 ._ L _ . J 1 IT i l l i l I 1 12/1;2S 13:S 125879 HALEY z ,;RIc:. ::Nc GCOMPANY: ALO DRI RIG: 9OCET uc AAAJETER: 30 - DRIVE WEIGHT: OR OP: 12 >. — I— .tU U. SO I L DESCRIPTION us - - BORING NO. - - to C '4 - - - scj 2SLE Or-Ma C5&zk brown wthy lay/cJaysy az4. moist to vty - S dX*I. - 2.' b.c:iit - 0 3.0 odera-jJy 4cn 1 carbon ap.ck.. / 3 0 4.01 )tLad, -Lint and "rk brown,Vora" S 0 6.3' Gray bzovn silty clay, moist, fix S — - — — - — - — l .5' Cray bTOWn Silty clay, LOi.*t, 5fi 3 • Sc I 0 0.01 C.aycy,. Lint to di -gr&iaed *and. -'st, 4c1tst • S S • S — — - — — -- - — — 0 14.S' Silty, firie to mmdivm,-qvALned sand - • S I2l5 S 12/i Z 03:OE 512S -L' & DRIC- ZINC C-E zz L-RCY RILL:NG RIG sucx ucz DATE: 30' ORIVE WEIGHT: AS NCT= DROP: ELEVATION: 60.0 10 S ta SOIL DESCRIPTION. UJ BORING N0.12 Cntied) 0 - - - - --0 32.0' Light gray. fgmtd sda.very dwme S0) - to 311.01 - Zoita of slide p1. silty fine-'&in.d sud with LL-32 pock*" cf white, very $StjC, ciay, v*zy mist to vat, 6c4orataly r'a 4•n". Veins of wait.. .1nytc 1/4.ic thick d.tpi4.aq .t 20 £ja N512 DXIi 54 vi.b1.. .titô..) (1350) '7 38.0' REMP= CS4ntjaao F.tm do,* Ptha-raj,n.4 undstoae • very eit to st to vár 4anu. indistinct q44(,,g e 42.0' b.ci wet to satUrated 47.0' Ac r.cov.r', hS.sy seepage of, werAm into baring - • 43.0' Ground vatar 40WILI - . - - - 50.3' Bec=ftm Mare 1syy1sU.t var y, laz p.*ntaqe of. fira 1... sc than I 200 3j•v - - - - ot.1 Dqpe $.0' Water iaC 470 NO C.wiq Pacific Soils Engineering, Inc. March 3, 1998 PACIFIC 'BCIL.3 ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 TELEPHONE: (619) 560-1713. FAX: (619) 560-0380 SHEA HOMES ' 10721 Treena Street - Suite 200 San Diego, CA 92131 March 3, 1998 Work Order 400625 0 Attention: Mr. Russel Haley, Project Manager Subject Response to City of Carlsbad Review Comments, Kelly Ranch, Area F, in the City of Carlsbad, CA Reference: Supplemental Geotechnical Evaluation and Grading Plan Review for Kelly Ranch, Area F, City of Cads- bad, CA., dated April 15, 1997 by Pacific Soils Engineering, Inc. (Work Order 400581) Gentlemen: Presented herein are Pacific Soils Engineering, Inc.'s (PSE's) response to hand written review comments by the City of Carlsbad for the Kelly Ranch, Area F, in the City' of Carlsbad, California. COMMENT t1Prnvide letter from soils engineer stating that anticipated settlement will not impact construction of storm drains or should there be a waiting period prior to construction of 'underground facilities'. RESPONSE '. As previously presented (PSE, 1997) settlement of left-in-place saturated aHuvium could take one (1) to three (3) months alter rough grade is achieved. These areas of -. left-in-place saturated alluvium are programmed to undergo settlement monitoring. It is PSE's recommendation that construction of storm drain and underground facilities not begin until time-dependent primary settlement is complete. Determination of the com CORPORATE HEADQUARTERS LOS ANGELES COUNTY • RIVERSIDE COUNTY SOUTH ORANGE COUNTY TEL (7141 n040-- TEL (213) 325.7772 or ''S-o TEL (9091 6'S-8 95 "EL -71 4 3C-2 22 rr,L Work Order 400625 0 Page 2 March 3, 1998 pletion of primary settlement will be provided by PSE based on settlement monitoring. PSE will provide a letter when this settlement is complete and when underground utility and storm drain construction can begin. QMME 'Provide, a letter from soils engineer stating that the grading foi this [desilting] basin, will be stable after cut s/ope grading'. RESPONSE A suspected landslide deposit occurs adjacent to the proposed desilting basin along the south side of Cannon Road (sheet 3). This landslide has been identified by American Geotechnical (1983) and Owen Geotechnical Consultants, Inc. (1985). Their subsur- face excavations do not appear to conclusively identify a landslide deposit or a basal rupture surface. A bucket auger boring recently excavated by PSE also proved to be inconclusive. The existence of this landslide is largely based On geomorphic expres- sion. Owing to the uncertainty of this landslide, PSE recommends that the slope be cut to de- sign grade and then be finally evaluated for stability. If PSE assumes the existence of the landslide and a geometry depicted On cross- section G-G' (Figure. 1) then a buttress or stabilization fill backcut behind the cut slope would likely result in a failure Of the entire landslide area. The failure Would extend well beyond the limits of a proposed backcut. This would result in disturbance and neces- sary grading in the open space above top of slope. Considering the above if S Work Order .400625 Page 3 March 3,1998. instability is detected during design cutting, it is recommended that the landslide area be removed and a stabilization fill be constructed whose width is one half the slope height. COMNEMTS 'Frov*le ie'.ned soils report plates to cover [des*Ytlng basin) and to match cuiient street and lotting pattem' RESPONSE These plans are enclosed herein (sheets 3 through 6). ,. A. Respectfully subafted, W 2314 PACIFIC SL42I C INC. - ' V 1~6 0 ~ Reviewed by- Addressee Manager Engkmring 4presid" €3 d Consultants, Marina i'irr PACIFIC SOILS ENGINEERING. INC. NORTHWEST G SOUTHEAST 00 60 to 0 0 TD-33 1 1 Tsa CROSS-SECTION G-G' SCALE: 1*=401 H&V • FIGURE 1 P PAC 771$ COHVOY COUIT rJ Ø1C SOflS NGINEERD4G, INC. S lAM DQ. CA 2I II 4I$ $.I III V.0.: 400625 DATE: 3316 Pacific Soils Engineering, Inc. January 30, 2001 NOV-09-01 11:53AM 'FROM-Camp Uresser & McKee Inc. (50 435 1411 T-411 P.00Z/004 F-558 —i PACIFIC SOILS ENGINEE1NO1 INC. , 7715 CONVOY COURT. SAN DIEGO. CALIFORNIA 9211' TEL1P4ONE: (859) 560-171, FAX: 1858)S50380 SHEA HOMES 10721 Treena Street -Suite 200 San Diego, CA 92131-1039 January 30, 2001 Work Order 400625G Attention: Mr.., Greg Ponce , Subject: Geotechnical Summary for the Grading of the Desilting' Basin. Adjacent to Cannon Road, Approximate Station 94+30 to 99480, Kelly 'Ranch, Village E, Canterbury Project, in the City of Carlsbad, California References: See Appendix Gentlemen: . . Presented herein is Pacific Soils E69inèering1 Inc.'s (PSE) geotechnical summary for the grading associated with the desitting basin adjacent to Cannon Road, approximate station 94+30 to 99+60, Kelly Ranch, Village E, Canterbury project, located in the City of Carlsbad, California. This report represents a summary of the as-graded geologic and gectechnical conditions associated with the basin and adjacent cut slope. Project grading occurred in 1999 and consisted of the excavation of the desilting basin and adjacent cut slopes. Very minor amounts of compacted fill were placed along the southern edge of Cannon 'Road during project grading. The materials encountered dur- ing the excavation were observed to consist of colluvium and weathered bedrock.. Evi- dence for landsliding, which is discussed in PSE (1998), was observed to be not pre- sent Accordingly, based upon our recent observations and our observations. during grading the slopes associated with the desilting basin are considered to be grossly and surficially stable. it cORpoATg PIEAPU*1rTEJ T& (714) 0.a775 CAX (714) mmma LOS £kQ COUNTY MVMOE COUNTY TEL (30) 3-7272 or r=) 7754171 TEL; (09) 67C.B1 FAX: 1714) 9'' FAX: (9) G76.1879 SOSYHOft&NC COUNTY Ta: (714)73.21 22 FAI:(7141730.6191 JAN.31.201 12:7PM CAMP DRESSER MCKEE-CARLSBAD NO .9 . 84 P3 7G Work Order 400625G Page. 2 January 30, 2001 It is our understanding that the City of Carlsbad proposes to inlifi the basin and create a pad for a sewer pump station, It is PSE opinion that this is likely to be feasible without significant remedial grading. Gectechnicat raviow of the proposed design of the sewer pump station pad should be undertaken prior to grading, particularly if additional cuts are proposed for the adjacent slopes. The opportunity to be of service is appreciated, and should you have any questions please contact the undersigned. Respectfully submitted, 2314 PACIFIC SOILS ENGINEING, INCA F. tf-CH4NEyi GE 7 613010 4*an §Y Reviewed by: AW If VW-1cetsiderit Dist:. (3) Addressee C' JAC/A?qIJ*;cpJ0424 J PclF$C 5iI.INUIRIMMING, INC. JAN.31.201 12:7PM CAMP DRESSER MCKEE-CPRLSBAD N0.9849 P. fl .lJ. • I I '.J1 —.Ir1i.d Work Order 400625G 0 A P P E N D I X 0 January 30, 2001 0 REFERENCES Pacific Soils Engineering, inc., 1999, Project Grading Report for Lots I through 144, inclusive, and Lot 153, Kelly Ranch, VillageE, City of Carlsbad, CA. dated April 12, 1999, (Work Order 400625G). 0 0 Pacific Soils Engineering, Inc., 1998, Response to City of Carlsbad Review Comments, Kelly Ranch, Area E, In the City of Carlsbad, CA, dated March 3, 1998, (Work Order 400625Q). 0 I DESCRIPTION AND CLASSIFICATION OF SUBSURFACE MATERIALS ' SOIL •' ' ROCK .' .Soil description on logs of subsurface explorations are based on Standard Penetration Test results, visual—manual Rock descriptions noted on logs of subsurface explorations are based on visual—manual examination of examination of exposed soil and soil samples, and the, results of laboratory tests. on selected samples. The exposed rock outcrops and core samples. The criteria, descriptive terms ond definitions used are as follows: criteria, descriptive terms and definitions are as follows: Rock Quality Designation—Sum of the length of recovered cre pieces greater than, or equal to 4 inches divided by DENSITY OR CONSISTENCY ' ' ' ' ' ' ' the theoretical length of rock cored. Modified CA ' Density of SPT Sampler Consistency of , 'SPT Recovery Ratio—length of core recovered divided by the theoretical length of rock cored. Cohesionless Soils (Blows ocr ft (Blows per ft) Cohesive Soils (Blows per ft) FIELD HARDNESS: A'measure of resistance to scratching. Very Loose 0-4 0-4 Very Soft 0-2 ' 'Very Hard Cannot be scratched with a knife point or sharp picl. Loose 5-10 5-12 Soft 34 ' Breaking of hand specimen requires several hard blovs of geologist's pick. Medium 11-30 13-35 Medium 5-8 Dense ' 31-50 36-60 Stiff 9-15 ' ' .'.• Hard Can be scratched with a knife point or pick only with difficulty. Very Dense over 50 over 60 Very Stiff . 16-30 ' . ' , Hard blow of hammer required to detach hand specimen. Hard' ' over 30 , ' ' Moderately Hard Can be' readily scratched with a knife or pick. Gouges or grooves 1/4 in. deep can be excavated by , PENETRATION RESISTANCE •' ' ' ' hard blow of point of geologist's pick. Hand specimns can be detached- by moderate blow. Standard Penetration Test (ASTM D-1586) - Number of blows required to drive a st,andord 2 in. 0.0. 'split spoon sampler ' Medium Hard Can be grooved or gouged 1/16 in deep by firm pressure on knife or pick point. Can be excavated 1 ft. with a 140 lb. weight falling freely through 30 in. ' ' in small chips to pieces about 1—in, maximum size by hard blows of the point of a geologist's pick. COLOR: Basic colors and combinations: black, brown, gray, yellow—brown, etc. , ' ' Soft Can be grooved or gouged easily with a knife or pick' point. Can be excavated in chips to pieces several ' inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. ' MOISTURE CONTENT: : ' ' . ' Very Soft Can be carved with a knife and excavated with a pick point. Pieces 1—in, or more in thickness an Dry — Absence of moisture, dusty, dry to the touch be broken with finger pressure. Con be scratched easily by fingernail. Moist ' — Damp but no visible water Wet — Visible free water, usually soil is below water table WEATHERING: The action of organic and inorganic and chemical and physical processes resulting SUPPLEMENTAL SOIL TERMINOLOGY: ' . ' ' ' in alteration of color, texture and composition. Bed — A sedimetary layer bounded ,by depositional surfaces Blocky - A characteristic in which cohesive soil can be broken down into small angular lumps which resist further breakdown ' . ' Fresh—FR , No visible sign of alteration, except perhaps slight discoloration on major discontinuity surfaces. Bonded ' - Attached or adhering Fissured — Broken along definite planes of fracture , ., ' Slight—SL Discoloration of rock material and discontinuity surfaces. Foliated — Planar arrangement of textural or structural features Frequent —More than one per 12 in. of thickness ' , Moderate—MOD Less than half the rock material decomposed to soil. Some fresh rock;, continuous' "framework". Homogeneous — Some color and appearance throughout ' ' ' ' High—HIGH More than half the rock 'material decomposed and/J disintegrated' to soil. ' . ' ' . Interbedded — Alternating soil layers of differing composition , Fresh rock corestones or discontinuous framework".' Lamina — 0 to 1/16 in. thick (cohesive) , ' . . Layer - 1/2 to 12 in. thick ' ' ' Lens - Lenticular deposit larger than a pocket . ' - ' . ' Complete—COMP All rock material -disintegrated to sail, but mass 'still intact. Mottled - Variation of color . Residual Soil All rock material converted to soil. . . Occasional - One or less per 12 in. of thickness ' ' . Parting - 0 to 1/16 in. thick (granular) , . ' ' ' Volume of mass changed, but material has not been significantly transported. Poóket - Small, erratic deposit less than 12 in. size Seam - 1/16 ,to 1/2 in. thick ' ' , , , ' COLOR: Basic colors and combinations: gray, light gray,.brown, red—brown. Stratified - Alternating layers of varying material or color Stratum — > 12 in. thick . ' ' TEXTURE: ' Size, shape and arrangements of constituents. I Varved — Annually alternating thin seams of silt and clay , Aphanitic , ' Individual grains invisible (igneous/metamorphic only).' GEOLOGIC INTERPRETATION . ' ' , .• . Fine 'grained Grains barely visible to the unaided eye, Deposit type — GLACIAL TILL ALLUVIUM, FILL.... ' ' . up to 1/16 in. diameter. Medium—grained Grains between 1/16 and 3/16 in. diameter The natural soils are identified by criteria of Unified Soil Classification System (USCS), with appropriate group symbol in Coarse—grained Grains' between 3/16 and 1/4 in. diameter parenthesis for each soil description. Fill materials may not be classified by USCS criteria. ' ' Very Coarse— Grains larger than 1/4 in. grained U.S. Standard Series Seive ' ' , Clear Square Sieve Openings , 12" '3" 3/4" ' 4 ' 10 ' 40 200 , BEDDING: ' Boulder Cobbles Grovel Sand I s I Silts and Clays I , Irn ' Inches Term Inches Coarse I Fine I Coarse ' j Medium Fine , Extremely thin < 0.75 , Thick . 24-80 , 305 mm 76 mm 19 mm 4.75 mm 2.00 mm 0.43 mm 0.074 mm , , Very thin 0.75-2.5 Very thick 80-240 Thin ' 2.5-8 Extremely thick >240 Medium 9-24 C GENERAL NOTES Logs of subsurface explorations depict sail, rock-and groundwater conditions only at the locations specified on the dates indicated. Subsurface conditions may vary at other locations and at other times. The stratification lines designating the interface between soil types on the logs of borings and on the subsurface profile represent approximate boundaries. The transition between material may be gradual. - ' ' Water levels noted an the logs were measured at the, times and under the conditions indicated. During test borings, ' these' water levels could have been affected by 'the introduction, of water TEST B OR I N C KEY into the borehole, extraction of tools 'ó other procedures and thus m'a'not reflect actual groundwater level at the. test boring location: Groundwater' level fluctuations may also occur as aresult 'U of variations in precipitation, temperature, season, adjacent construction activities and pumping of water supply wells, and construction dewatering systems. .UNDECROUND p ' ' D4aNEBUW& ENVOLVOONTAL Sourno8 .- APPENDIX C Geotechnical Laboratory Test Results TEST BORING REPORT Boring No. HA-101 Project Cannôñ Road Lift Station Cannon Rd. Extension, Carlsbad, California!File No. 26713-005 Client Camp Dresser & McKee Inc.. Sheet No. 1 of 1 Contractor Pacific Drilling Start November 12, 2001 Finish November 12, 2001 Casing Sampler Barrel Drilling Equipment and Procedures Driller Gordie/Andreas H&A Rep. B. Barry Type NA s . Rig Make & Model: Tripod Elevation 35.0. Inside Diameter (in.) 1 3/8 Bit Type: Cutting Head Drill Mud: None Datum Location See Boring Hammer Weight (lb. 140 - Casing: Hammer Fall (in) 30 - Hoist/Hammer: Cat-Head Doughnut Hanimer Location Plan o - E - Gravel - Sand I Field Test a, a, E j1 Z.5; i - Visual-Manual Identification and Description a a,. ID— >. (Density/consistency, color, GROUP NAME, max. particle s1ze, . ' structure, odor, moisture, optional descnptioris, geologic interpretation) 0 - - - - Solid stem auger advanced to 5 ft. - - - ---- SM Medium dense, light brown to brown, silty SAND (SM), 15 60 25 7 S-i 5.0 9 18 6.5 dry, no odor, MPS =lnun. • 9 -COLLUVIUM- - 0 iLl —I z 10 SM Loose, light brown to brown, silty SAND (SM), moist, 78 22 5 S-2 10.0 5 18 11.5 0 no odor, MPS 1. mm. 5 Z . ... 20.0 Solid stem augers advanced to 15 ft. Augers wet at a depth of 12-ft. 5 150 ABoring collapsed at 12 ft. . End of exploration at 15 ft. Hole baOkfilled with cuttings. Water. Level Data Sample Identification Well Diagram ... SUmmary Date. Time Elapsed 0 Open End Rod RIs& PiPe FM Screen Oveiturden (Un. ft.) 15 Bottom' Casind Bottom athQ . Water ime (he, of T Thin Wall TUbe. U Undisturbed Sample . he Sand Cuttings Rock Cored (lin. ft.) Samples 2 11/12/01 0845 0 12 - 11.5 Boring NB.. HA- 11 Grout- S Split Spoon Concrete G Geopro Bentonite Seal . . :., Field Tests Dilatancy RRapid S Slow N None Plasticity N Nonplastic L Low M Medium H High .:_Toughness: . L-Low. .M-Medium. H-High . Dry Strength: N-None. L-Low, M-Medium. H-High. V~Very High. SP.T = Sahipler blows per 6 in.......-. "Maximum particle size (mm) is determined by direct observation within the limitations of sampler size (in millimeter' Note: SoiI.ldentificátión based on visuàl,manual methods of the USCS as practiced by.Haley.& Aldrich. Inc......... - - - - BORING No: -EST BORING REPORT HAB-1 - Patio I 2 - PROJECT - Cannon Road - : H&A FILE NO. - 26713.005 LOCATION Carlsbad. California - . PROJECT MGR. G. Raines - CLIENT Camp Dresser & McKee . - . FIELD REP.'J. Diebersow CONTRACTOR Tr-County Drilling . . . DATE STARTED. 1/22/2002 DRILLER Daniel . DATE FINISHED /22/2002 Elevation . 24 It. IDalum jBerino Location tern . Casino Samoter Core Barrel jRio Make & Model CME-95 Hammer moe - Dritllno Mad Casino Advance lye. NA - 9 Truck 0 Tripod 0 Cat-Head 0 Safety - Bentonite Tyo. Method Death . voId. Diameter 11n1 - . 2.5' 0 ATV 0 Geoprobe 0 Winch 0 Doughnut 0 Polymer Hammer Welohlllb.l 140 . x$lAfih 0 Track 0 Air Track 0 'Railer Bit 9 Cutting HeaddDrIlling 9 Automatic (2] . None HAS Hammer Fall tln.l . . 30 . Sf5'(/0 0 Skid 0 - Notes: - Sample -. . . . 0550.1 Sand Field Tess - - - - Sampler N Sam I W 1 a Stratum uscs VIsual-Manual Identification & Description Depth (ft.) .BIowaper6 R D ecovery ep ( .) agram Change ym 01 b ldensty/contistoy.reur.oRouPw'iEasvMaoLmaori.wrnpaisutt.1ze. In. (It) t,'sctuie. 0dm. moisten. 0p405d detaiptiarit. gnelogc interpretation) -0- Soil surface - hand auger in 0-2 FILL mixed with weathered sandstone -- - - - SP-SM and claysrone, light brown fine grain, moist . ....15 75 — SM (1.5- 2*) gray FILL silty sand mixed with clay weathered clasts . 8 S1 2 some oxidation staining -. 10 is, 3.5 (2-3.5) medium dense, brown FILL some gray .... - . 14 weathered ctastsofsandstone - FILL - - 5 - ---'------- ---------- ---•--- . . . .. . 8 S-2 3 SM (5-6.5) medium dense, mauled dark gray and black FILL - _ 2 18 - 6.5 interbedded clayey sand - very moist, some wood fragments .- 2 — weathered clasts of silty sandstone - 4 I' . ......- .. :__ .. -.... - 10 - ---- . - -. 7 - ....----.-- S-3 --- 10 SM (10-11.5') medium dense, mottled olive brown, FILL .-. .- - 9 18' 11.5 fine in medium grained, very moist, weathered formation clasts - ----3 37 H .. -.........- ............-.-.--- oxidation staining - ..... . (note: percentages based on laboratory test results) 0 . -......-.- ................---. ................-...... ................-.-..-.-.---.... ---- ................--- t BEDECK apprno depth to water IS' ._. -* ._.. * 56 S.d I) 46 16' 6.5 — (15 dense, very dark brown weathered SANDSTONE - - - ._ ..... 20 35 45 - - - _ DRCK coarse to mediam grain sand ndthsilt t5.5t6'colorconrao O light gray grades iran SILTSTONE/CI,AYSTONE - - very line grained, powder like, at about 16.25' dry I) 20 -.---- 40 S.5 20 't5 BEDeCK (20-21.5') same as above, very dense, light gray, moist H 50/4 14 21.5 SILTSTONE/CLAYSTONE breaks along relatively . -.. .. _. ----..... .... - powder like wirendry _.._- — horizontal bedding plane. appears crystalline when moist,.....- .................... 0 , ...... - - z --- - 34 S-ri 23 BEDECK (25-26.5')sameasaboveStLTSTOP4E/CLAYSTOt4Eexceptsorne .._..v ..... _... 50/5 . 4' 26.5 . fine fractures, ooidariOnstaiiscd, very fine grained ........-- . . ..... . ._ .... cuttings dark grey "plastic" 30 Water Level Data . . . . Sample ID .. . Well Diagram . - ... Summary Date TintoElapsed Time (hr.) Depth In feet to: 0 Open End Rod I Thin Wall Tube U Undisturbed Sample s - SplitSpoonSample G. GisoprObe ILl] - Riser Pipe CM Screen Fillet Sand IM Cuttings M Grout Concrete Benlonile Seal - Overburden (Linear It.) . Rock Cred (Unear It.) NsirnlerbfSamples . . Bottom of Casing Bottám of Hole Water 1 1/2212002.. 9:45 AM . . - 5' . . . . . -. . . BORING NO. HAB.I . . . - Field Tents Dilatancy: R - Rapid S - Stow N - None Plasticity:— N - Nonplastic L - Low M - Medium H -High' .. Toughness: L Low M - Medium H - Nigh Dry Strength: N - None L - Low M -Meduim H - High V - Very High Maolnsun, Paettelo Size is determined by direct observation within the limitations of sareoler size..............-. .. .. . .. - NOTE: Salt Identifications based on vlsuaIanaaI methods of she USCS system as oracticed by Haley & Aldrich. Inc. . ..................... I v FowiPdm - ' . • . - - -. - . . . . , :1 • '• -I BORING NO. ______ TEST BORING REPORT HAB-1 Pane 2 of 2 - Oriseol Sand Field Test Sampler Sample - Stratum visual-Manual ldéntlflcanlon & DescrIptIon - - -. E - Depth (B) Blows per 6 Recovery Depth (ft) Diagram Change syrn i Id swnt,wyceGROUP NAME&SYMBOLmaxmon,pse sa In. (in.)at 30 N MM 36 - S-7 30 (3.31.5) arty dense, dark olive . 50/4"'14 31.5 BEDeCK gray clay @30.5• very moist to wet some oxidation stained in fractures at 31 SlLTSTON€- dark gray, very line grained., moist cuttlings - very dark gray. clayey material' medium tow plasticity 35 SANTIAGO FORMATION................... BEDRCK (35-36) very dense dark bluish gray J--... 50/4 .................. s- 12 36.5 SILTSTONE - slthy cleavage, very line grained . BEDeCK (36-36.4') contact. light yellowish brown swTs'royryjcL,ys'roy4E line grained dry to slightly moist - ...... ................. -40 -.. 40k- C'S tij) .. ------------ 0 1 0 - 76 t) - I- rID dense, gray SILTSTONE same as 35-36'. SLATY cleavage, moist — NOTES:- 1FILE NO. - - 26713405 .BORING NO. — — A — - -- . ?NOTE: Maximum Particle Sloe Is determined ho direct observation within the limitations of sameler sloe............- - - - NOTE: Sell Identifications based on slsual-inenoal methods of the USCS system as orxctleed by Haley & Aldrich. Inc. gonTi 53000 - --..- -. BORING NO. h TEST BORING REPO.T HAB-2 -. Page.'l of PROJECT Cannon Road - - .. . . H&A' FILE NO. 26713.003 LOCATION Carlsbad. California . PROJECT MGR G. Raines CLIENT Camp Dresser & McKee.. FIELD REP. J. Blackman CONTRACTOR Tn-County Drilling . - .. DATE STARTED I/23fl002 DRILLER Mike . - DATE FINISH ED 1123/2002 Elevation - 26 8. Iatum leonno Location Item - - - Casino Samoler Core Barrel Rio Make & Model - leo. etrllllne Mud I Casino Advance Tvoe - NA ID Truck 0 Tripod DAN 0 Geoprobe 0 Track 0 Air Track 0. Skid _D 0 Cat-Head 0 Winch !Ha mer Safety Doughnut Automatic 0 Bentonite 0 Polymer D None Tao. Method Death Inside . j 2.5 HAS ererWelahtllb,l 140 . '52ii2t 0 Roller Bit 0 Culling Head Ha mr Fall Iln.l Drilling Notes: — — — Oran.l and Field lest Sampler p Sample Well Stratum uscs Sample - Visual-Manual IdentIfIcatIon & Description Depth (ft.) Blown per Recovery Depth [M) Diagram Change Symbol 0n '°°°e fl 0 - Hand Auger to2.5 II, then drove sampler for lien sample ., .... . .... .... . SM medium dense, brown. FILL silty sand. tom to medium sand. dry to moist;oxidation staining io s-i 2 0 58 FILL - 12 - 5 - ••. ,,,,•_ . ,_.,._,...., 5.0 SC (5.6.5') medium dense. brown.l°lLLclayey sand. very fine iornedmum _.I_L 9• L . • 4 S.2 5 8 15 6.5 . sand very moist -. • 13 . -.,-•. .... -•• ... 0' ....-.. S..L .- 10 S3 10 SC (1041.5')mcdiumdense light brown to brown FILL clayey SAND 56 56. 44 S I. L L 8 14 11.5 very hoc to fine satid, traces of non plastic lines. 12 (note: percentages based on laboratory test results) - - - ...... . - - ° - --- . - 15. Ivit apptou depth snwateni4.5' 4• S.4 is SM (15.16.5) loose to medium dens. light brown, silty SAND. 20 30 S L 5 P15 16.5 15.5 - very fine tofinesand, saturated SC/CL medium dense, grayish to dark brown, clayey SAND) sandy CLAY, 0 very fine sand, traces of non plastic silts N .. ALLUVIUM. -...... -20-----------.---------.-.....-....---.. 4 S-S 20 SC (20.21.5') loosejo medium dense. tnediuns in light brown. - 5 sr 21.5 clayey SAND. moist. At 20.5 poorly graded SAND wits silt. - - - 20 70 tO R L medium to fine sand, wet. - .--.---- ...• — -.. o - - 25 - - Z 25.0 ML (25-26.5') loose to medium dense.dark olive brown, sandy StILT ,. 40 3 S-C 23 - S 1$' 26.5 . medium to ceurse sand, very moist to wet. .. ...•........-........ . . (noiE peieetftagesbissédonlaboraioryiestresklts) . in tip of sample. dark brown, coarse sand, wet. ,.. . Loose to medium dense. dark-briswis sandy CLAY, very line 40 S o fire sand . - ....,_,•, -30-. . ..... Waler. Level Data - Sample ID Well Diagram . . - - Summary ...Depthln feet to: . D2 Riser Pipe Bottom of Bottom of Date 0 Opiso End Rod Screed Doerburdeir (Urieai ft) Casin Hole Water T Thin Wall Tube M Filter Sand Rock Cored (Unedr ft.) . ... -6EIap-d, U Undisltirbed Samé - S Split Spoon Sample G. Geoprobe Cuttings =3 Grout Concrete Bentonite Seal Number of $aes . ...... 1/2312002 145 BORING NO:HAB . . . . . . . . -. Field Tests Dutalsncy Rm Rapid S Slow N None Plasticity N Nonpiaslic L Low M Medium H High - . - Toughness: L- Low M - Medium H - High Dry Strength: N - None L - Low M . Meduim H - High V - Very High Maximum Particle Size is determined by direct observation within the limitations of samoler sIze......................... - - ....- .. NOTE: Soil identifications based on olsaaI-marsuaI methods of the USCS system as oracticed by Haley & Aldrich.Inc-.-- - - . -:.I . : I Io,utO5iiIQ . BORING NO. ______ TEST BORING REPORT HAB-2 paoe 2 o . Or.nol Sand Field Test Sampler Sample No.& mple Weil . rat USCS Visual-Manual lde9tillatI0n & DescrIption Depth I"!) Blows p0r6 Recovery Depth (ft.) Diain.gram Change Symbol 1d osdylnuns.st my cot GROUPNAME8 SYMBOL euunvnaepoet i0 (in.) U - U a. - • 5 2 . . 4 5-7 30 SM (30-3I.5)@ 30.0--medium dense, light brown. sitly SAND. very - . 10 60 30 S L 9, 14.' 31.5 line to fine sand, very moist. SANDSTONE ..L6 SPISM 030.5-- medium dense. brown. poorly grade SAND ivith silt. 5 85 tO 1k I. N fine to medium sand, very moist to wet. ... ALLUVIUM . . .........................-.-- sand coarse, saturated. Started drilling harder approx. 33. 3S —.'. SANDSTONE ... 50/5.5' S.8 35 BEDeCK (35.36.5) hard. Lao. poorly graded SAND, fete to coarse sand .,, ........ 5.5 36.5 moist. SANDSTONE . SANTIAGO FORMATION weathered bedrock Cn to BEDRCK Appears to he same as above SANDSTONE ... 40 S79 40.q,Enco'ery ... ............................................................. • End of exploration 040.5 .. .. . ...... C.) • . :. -....11.. . .. ...... . C.) .. .• . C . ...- ..... .... . ........ . . . .— .. -..-. a) .. .. ... 0 .--.... z .. -........-... . ....-.... 2 2 • .. .. - .. ' NOTES: " 1FILE NO. 26713-005 BORING NO. HA 8.2 - ........................ - NDTE: Maximum Particle Sire Is determined bo dlroea obCeeaetloa within the limitations of samoler sloe.., ................. ..........NOTE,Soll identifications based on visual-manual methods of the USCS 50510w as oracttced by Haley & Aldrich. lnc , Ork U) N, .0 2.0 1 4.0 6.0 8.0 10.0 NORMAL STRESS IN KSF 4.0 U). z C') U) Ci 2.0 U) U) .00 . .06 .12 .18 .24 .30 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : HAB2-5 DEPTH (ft) : 5 DESCRIPTION STRENGTH INTERCEPT (C) : 1.097 KSF (PEAK STRENGTH) FRICTION ANGLE (PHI) : 22.7 DEG MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (%) (pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) . 18.7 . 116.3 . .395 1.00 1.59 1.45 20.2 113.1 .434 2.00 1.79 . 1.68 A 20.7 117.0 .387 • 3.00 2.43 • 2.42 Remark Proj. 071 mt.s-02 •Cannon Road Lift Station ALLIED GEOTECliNICAL ENGINEERS, INC. DIRECT SHEAR TEST., Figure No WET WEIGHT BEFORE WASH WET WEIGHT AFTER WASH DRY WEIGHT L9.O BEFORE WASH DRY WEIGHT AFTER WASH U.S. STD. MINUS #4 SAMPLE PLUS #4 SAMPLE SIEVE WT. RET I % RET % PASS WT. RET % RET % PASS TOTAL DRY WEIGHT. 6" 5" 4" 3fl 2" 15" 1" 075" 0.5" 0.375" #4 #8 #10 / 19. #16 7 . .. ... ................. #60 35,C11 6 1q, C9 . .. . #200 JI09...'i2.38 /.62- HYDROMETER NO. DRY WEIGHT HYGROSCOPIC MOIST. _______ STARTING TIME DATE LAPSE . TIME READ CORR. ACTUAL PERCENT 1 MIN. 2MIN. 5 MIN. - 15 MIN. 30 MIN. 60 MIN. 250 MIN. 1440 MIN. .5 - —. b —.. —1 - — — — — — — -- I . I- — = = -,-,-, — =. 0 — — — — — — cH---------------- I rn C) Lf. UI - J () r . --- -TI —t-- I.) Ui ---- CO z —...—.---- p .5 - 0 in 1* zIti .. _:.X: —...J c - J 0 (fl -- — — — — — — — - — - 1- co cc) ol Cb o 0 00 0 0 0 0 0 J 0 CD 00 W Percept finer . ,—I---- 1 -----ii' C>. !1!.I 1 !T .... !! !1 .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... H fb I ILn --.ij / CD cu H- - 0L, . •1 N '.,. CZ - cb El N , _..... -. - .. :hiiii.E.:.;.Ii .----- 0 - 0 COD 0 . N 0 t. 0 Percent 0 -n 0 flner ... 0 cp 0 w 0 d 4 WET WEIGHT BEFORE WASH WET WEIGHT AFTER WASH DRY WEIGHT 5/ -'12 BEFORE WASH DRY WEIGHT AFTER WASH U.S. STD. MINUS #4 SAMPLE PLUS #4 SAMPLE SIEVE WT. RET I % RET % PASS WT. RET % RET % PASS TOTAL DRY WEIGHT 6" I 5•' 4" 3" 2" 15" 1" 0.75" 0.375" . . - /5 - ...... 3c ......../. #10 2./I ............... #16 #30 -2..e.55 51 S ..#40 zzi #50 '/2.32 11 00 ,g.q1 z f,.g HYDROMETER NO. DRY WEIGHT HYGROSCOPIC MOIST. STARTING TIME DATE LAPSE TIME READ CORR. ACTUAL PERCENT I MIN. .2 MIN.. 5MIN. 15 MIN. 30 MIN. 60 MIN. 250 MIN. 1440 MIN. 02::: 01. .4 O Ni m a LJ (I)> T1 i--.--- ri — m __ --.... --- .... - — ------- a--__. --------------- - — b a-- -.---.--r- -. EE 1 1 xi7 4 I --_ I- C-. (J) -< 0 N 0 co w C--. . -.----- -I---.--...._ — .— — - . •• . EEEEEEEEEE; o .. - Percent Finer U.S. STD. SIEVE MINUS #4 SAMPLE PLUS #4 SAMPLE WT. RET I % RET J % PASS WI. RET j %RET % PASS TOTAL DRY WEIGHT 6" 4', 3,' 2" 0_75" 0_5" 0.375" #8 /76 i/.55' #10 1 /8' /.o _____ 116 /. /.2-Y I3./ #30 LI. ''Z 3. #40 16./ '/.'/ #50 a24'3 D.2 #100 05.92 22./ #200 53.5/ /3. I 4I3. HYDROMETER NO. DRY WEIGHT HYGROSCOPIC MOIST. STARTING TIME DATE LAPSE TIME READ CORR. ACTUAL PERCENT I_MIN. 2 MIN. 5 MIN. 15 MIN. 30 MIN. 60 MIN. 250 MIN. 1440 MIN. WET WEIGHT BEFORE WASH DRY WEIGHT-3 BEFORE WASH WET WEIGHT AFTER WASH DRY WEIGHT AFTER WASH WET WEIGHT BEFORE WASH WET WEIGHT AFTER WASH DRY WEIGHT '.'BEFORE WASH DRY -WEIGHT AFTER WASH U.S. STD. MINUS #4 SAMPLE PLUS #4 SAMPLE WT. RET J % RET J % PASS WT. RET % RET % PASS SIEVE TOTAL DRY WEIGHT 6" I 5" 4" 2" 1.51, 1" 0.75" 0.5" 0.375" ••# #8 0 #10 .7 ./? #16 °...... #40 iió 4/,t• / 'ioo ,g;'' #200 3I 0g /,ô _ HYDROMETER NO. DRY WEIGHT HYGROSCOPIC MOIST. STARTING TIME DIAFI. DATE LAPSE TIME READ CORR. ACTUAL PERCENT 1MIN. 2MIN. 5 MIN. 15 MIN. . • 30 MIN. 60 MIN. 250 MIN. 1440 MIN. . __________ . — — mom ENE 00 G)6) .•. .:__, - m — . z — I . m lF - . —* Ill -- 0 -i r cb C/) ...... 0.. - -_--... m ° LEZ CC) $ _z -.... .... - 0 m JI znl N'E 1 Co 03 7I 0 I) :.;.7. :LiII:ItIN 'd -zi— __ — -:•- - - - - -. -.' •j S... -. -- -- —i •.. . a 10 I. lb • 0 TII 0 0 0 0 0 O 0 0 0 0 Perce,i/ Finer APPENDIX D Corrosion Laboratory Test Results EoIordo AnaIjtic:aI Laboratories, Inc. LABORATORY ANALYSIS REPORT KEPORT TO: MINAL PAREKH S LAB NO: 9157 DATE RCVD: 5/31/02 BILL TO: HALEY & ALDRICH REPORTED: 6/11/02 110 16TH STREET, SUITE 900 DENVER, CO 80202 P0 NO.: VERBAL PROJECT: CANNON ROAD LIFT STATION 26713-005 MINIMUM METHOD REPORTING REPORTING PARAMETER REFERENCE LIMIT UNITS ESISTIVITY AASHTO T288-91 1 OHM.CM itEDOX POTENTIAL ASTM D1498 1 my - 0ISTURE ASTM D2216 0.1 DRY WT. % JLFATE ASHTO 7290-91 0.001 PERCENT pH ASHTO T289-91 0.1 UNITS JLFIDE DIPRA - S QUALITATIVE E-ILORIDE AASHTO T291-91 0.0001 PERCENT METHOD REFERENCE: S AASHTO = "STANDARD SPECIFICATIONS FOR TRANSPORTATION MATERIALS AND METHODS OF SAMPLING AND TESTING"; 16TH EDITION, 1.993; AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS. ASTM = "1992 ANNUAL BOOK OF ASTM STANDARDS"; VOL. 04.08 AMERICAN SOCIETY FOR TESTING & MATERIALS; 1992; R.A. STORER DIPRA = "DUCTILE IRON PIPE RESEARCH ASSOCIATION HANDBOOK OF DUCTILE IRON PIPE"; 6TH EDITION; 1982; AWWA. NALYS1S SUPERVISED BY - . . Page 1 of 2 Sutn Main Street / Brighton, oiorado 80501 -0507 / 303-659-2313 Mnc .00re: ....9o~ 0/ / 2nontor 0o;oado 90901-0507 ,1 ax: 303-65-2315 Eolomdo AnakjticaI ftk'Laboratories, Inc. rIALEY & ALDRiCH !A1NAL PAREKH 11/02 rjOJECT: CANNON ROAD LIFT STATION 26713-005 SATURATED NATURAL pH CHLORIDE SULFATE RESISTIVITY RESISTIVITY SAMPLE ID (UNITS) LOHM.CM) (OHM.CM)' .AB-IA S-1/S-2/S-3/S-4 COMP 7.6 0.0492 0.040 483 1,107 \ Page 2of3 C South Main Straet I 8nionton, Co!oraoo S3501-0507 / 303-659-2313 Ma: 507 ./ BniohtnCoicra:. 9DS0-O507 / Fax: 303-659-2315 EoIordo 'Laboratories, Inc. I ALEY & ALDRdCH MINAL PAREKH 11/02 WJECT: CANNON ROAD LIFT STATION 26713-005 REDOX POTENTIAL SULFIDE MOISTURE SAMPLE JD (OUAL) AB-1A S-1/S-2/S-3/S4 COMP 280 medium 13.5 j / / Page 3of) 0 ton, Colorado S0501-050-7 / 303-659-2313 -lonton. Ocloneoc 80601-0507 / Fax: 303-659-2315 APPENDIX C SPECIAL USE DISCHARGE PERMIT TEMPLATE (ENCINA WASTEWATER AUTHORITY) ENCINA WASTEWATER AUTHORITY . . A Public Agency SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, LEUCADIA WASTEWATER DISTRICT AND CITY OF ENCINITAS 6200 Avenida Encinas Carlsbad, CA 92011-1095 Telephone (760) 438-3941 FAX (760) 438-3861 (Plant) (760) 431-7493 (Admin) Thank you for contacting Encina Wastewater Authority to obtain information about the permitting process. This letter will help to facilitate the permit process on behalf of Encina Wastewater Authority. Once the documentation has been received, reviewed, and approved by EWA, a site inspection will be scheduled. Please note, prior to EWA’s issuance of the permit, the system must be demonstrated in the field and functional as per the specifications provided to EWA in the permit application. The standard turn-around time to issue a permit is approximately 4-6 weeks. 1. Provide a completed discharge permit application including all the supporting documentation listed below. 2. Liability Insurance. a. "Encina Wastewater Authority and Membership Agencies" named as Additionally Insured in the Certificate of Liability Insurance. b. Min $5,000,000 general liability AND $5,000,000 for all environmental impairment damages resulting from discharge; valid for the entire duration of the Permit. 3. Provide a sewer map that identifies all test pits, excavation pit locations, and names of each discharge point (Manhole) on the map. 4. Provide representative analytical sample results. 5. Provide a signed Indemnity Agreement from the participating agency Valid Entire Duration of the Permit. 6. Provide written plan approval from the participating agency for the proposed discharge flow rate, flow volume, discharge points, including any special condition requirements (wet weather discharge, Storm Water BMPs, manhole protection, etc.). 7. Provide a printout of Geotracker results with 1000’ search radius (map). 8. Provide details regarding the pretreatment system including the proposed maximum discharge flow rate and max hours pumped per day, the size of the hoses used, (model number of the pump and the max pumping rate, calculations for the retention time in the sedimentation tank, (baffles or no baffles in the tank), the model number and optimum flow ranges for the flow meter, documentation defining the length of straight pipe required before and after the meter for accurate measurements, flow restrictor information (if needed) and sample point details (Spigot). 9. Provide a Ground Water Discharge Sketch to include the details of excavation pump, high level shut off, sediment tank (baffles or not), discharge pump, high/low level shut off, treatment train, inverted U, straight pipe, flow meter, straight pipe, governor, sample point, etc. Please contact me directly with questions or concerns. Thank you, Robert Grigg Encina Wastewater Authority Environmental Compliance Source Control Manager rgrigg@encinajpa.com Office: 760-438-3941 ext: 3603 1 INDEMNITY AGREEMENT THIS AGREEMENT is made on , by and between the MEMBER AGENCY DISTRICT OR CITY AND THE ENCINA WASTEWATER AUTHORITY (hereinafter "Licensors"), and _________________________________(hereinafter "Licensee"); Licensors and Licensee shall sometimes hereinafter be referred to as the "Parties". R E C I T A L S A. Licensors are the owner/operator of the sewer treatment plant located at 6200 Avenida Encinas in Carlsbad, California (the "Property") and the associated collection system; B. Licensee now desires to discharge to the sanitary sewer system as described in the Special Use Discharge Application attached hereto and made a part hereof. NOW THEREFORE, in consideration of the granting of the foregoing, the mutual premises, covenants, conditions and agreements hereinafter set forth, and other good and valuable consideration, the receipt and adequacy of which are acknowledged, the Parties agree as follows: 1. Grant of License - Licensors hereby grant to Licensee, and its employees, representatives and contractors a non-exclusive license (hereinafter the "License") to discharge to the sanitary sewer system as described in Recitals Paragraph B above. This License shall commence on ______________, and shall end on , unless the parties agree in writing to extend the term of the License. Prior to the expiration of the License, Licensee shall, at its sole cost and expense, (a) permanently close the connection to the sanitary sewer system and (b) remove all debris resulting from operations. 2. Compliance with Laws - Licensee shall conduct all operations, which are the subject of this License in compliance with all federal, state, and municipal statutes and ordinances, and with all regulations, orders, and directives of appropriate governmental agencies, as such statutes, ordinances, regulations, orders and directives now exist or provide. 3. Permits - Licensee, at no cost or expense to Licensors, shall be responsible for obtaining any and all governmental permits and approvals, which may be necessary for it to conduct any work or activities under this License Agreement. 4. Liens and Claims - Licensee will not permit any mechanics', vendor’s, or similar liens or claims to stand against the Licensors for labor or material furnished in connection with any work performed by Licensee under this License Agreement. Upon reasonable and timely notice of any such lien or claim delivered to Licensee, Licensee may bond and contest the validity and the amount of such lien, but Licensee will immediately pay any judgment rendered, will pay all proper costs and charges, and will have the lien or claim released at its sole expense. 5. Cooperation - Licensee agrees to coordinate its activities with Licensors to minimize any impairment of access by customers or business invitees of Licensors to the Property. 6. Indemnification - Licensee agrees that it will indemnify and hold Licensors, their officers, directors, agents and employees, harmless from and against any claims, demands, liens, 2 actions, suits, judgments, losses, damages, attorney's fees, costs or expenses, and civil criminal or administrative penalties based upon or arising out of or claimed to have arisen out of alleged acts, errors or omissions of Licensee or its authorized contractors, employees and agents in conducting the activities under this License Agreement, including the activities authorized under the Wastewater Discharge Permit issued by the Encina Wastewater Authority (EWA). This indemnification is expressly conditioned on the following: (a) In the event Licensors identify any matter to which this indemnification may apply or receive a notice or claim from any third party of such matter, it shall immediately, and in every case within ninety (90) days of said notice or claim, notify Licensee in writing of such matter. (b) Licensors shall cooperate with Licensee by allowing Licensee, its agents, representatives, contractors and consultants, prompt and ready access to the sanitary sewer system for the purpose of investigating any matter to which this indemnity may apply. Licensors shall provide Licensee with copies of all investigative reports, data or other information in any form which Licensors, its consultants, agents or attorneys may have pertaining to any such matter, on request of Licensee. (c) Notwithstanding anything in this agreement to the contrary, in no event shall Licensee be liable for any special, indirect or consequential damages, including but not limited to claims for loss of use, rents, anticipated profit or business opportunity, or business interruption or mental or emotional distress or fear of injury or disease. (d) This indemnification shall survive termination of this Agreement and expiration of the Permit and shall be effective until the expiration of any applicable statutes of limitations. 7. Compliance with Wastewater Discharge Permit - Licensee agrees to comply with the EWA Pretreatment Ordinance and the terms of the Wastewater Discharge Permit issued by the EWA. Licensee shall not add to the sanitary sewer any material not authorized under the Permit. In the event Licensee adds any material to the sewer that causes a violation of EWA's NPDES Permits, as defined in the EWA Pretreatment Ordinance, Licensee shall indemnify Licensors in accordance with paragraph 6 above. 8. Severability - In case any one or more of the provisions contained in this Agreement shall be invalid, illegal or unenforceable in any respect, the validity, legality, and enforceability of the remaining provisions contained herein shall not in any way be affected or impaired thereby. 9. Notices - Any notice provided for herein or otherwise required to be given hereunder shall be deemed received when personally served or three (3) days after mailing by certified or registered United States mail, return receipt requested, postage prepaid, or by facsimile machine, with transmission and receipt confirmed, or by nationally recognized overnight delivery service, addressed as follows: To Licensors: Encina Wastewater Authority District or City 6200 Avenida Encinas Address Carlsbad, California 92011 3 To Licensee: With Copies to: The person and place to which notices are to be mailed may be changed by either party by providing written notice of same to the other. 10. Assignment Successors and Assigns - This Agreement may be assigned by either party and in and in such event shall be binding upon and inure to the benefit of the Parties' respective representatives, successors and assigns. 11. Entire Agreement - This License Agreement represents the full, complete and entire agreement between the parties with respect to the subject matter hereof, and the rights and remedies of the Parties shall be solely and exclusively those herein contained, and in lieu of any remedies otherwise available at law or in equity. 12. Governing Law - This Agreement shall be construed and interpreted and governed by and in accordance with the local law of the State of California without reference to any choice of law, rules or policies which may refer the resolution of any dispute arising hereunder to the laws of any other jurisdiction. 13. Counterparts - This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, and all of which, taken together, shall constitute one and the same Agreement. IN WITNESS WHEREOF, the Parties have executed this License Agreement by their duly authorized representative on the date first above written. LICENSORS: LICENSEE: DISTRICT OR CITY & ENCINA WASTEWATER AUTHORITY By: By: Name: Name: Title: Title: Date: Date: _ -12- Table 1 LOCAL DISCHARGE LIMITS Daily Maximum Limits Constituent Limits for Users in MWRF Service Area Limits for Users in EWPCF Service Area Arsenic, Total 1.5 mg/L 1.5 mg/L Boron, Total 7.4 mg/L - Cadmium, Total 0.77 mg/L 0.77 mg/L Chromium, Total 3.5 mg/L 3.5 mg/L Copper, Total 11 mg/L 11 mg/L Iron, Total 67 mg/L - Lead, Total 5.1 mg/L 5.1 mg/L Manganese, Total 1.7 mg/ L - Mercury, Total 0.27 mg/L 0.27 mg/L Molybdenum, Total 4.1 mg/L 4.1 mg/L Nickel, Total 15 mg/L 15 mg/L Selenium, Total 2.5 mg/L 2.5 mg/L Silver, Total 4.2 mg/L 4.2 mg/L Zinc, Total 29 mg/L 29 mg/L Oil and Grease 400 mg/L 400 mg/L Total Toxic Organics (TTO) 2.00 mg/L 2.00 mg/L Biochemical Oxygen Demand (BOD) 250 mg/L* 500 lbs/day Total Suspended Solids (TSS) 250 mg/L 500 lbs/day Instantaneous Limits Constituent Limit Limit pH 5.5 – 12.0 units 5.5 – 12.0 units Temperature 140° Fahrenheit 140° Fahrenheit *Permittees in the MWRF Service Area as of February 22, 2012 are grandfathered in at their existing pollutant loading for BOD. 2.13 BEST MANAGEMENT PRACTICES EWA may develop BMPs by ordinance or in individual Wastewater Discharge Permits to implement Local Limits and the requirements of Section 2.1. EPA APPROVED SAMPLING AND ANALYTICAL METHODS Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding Time4 BOD or CBOD SM5210B*P, G, FP COOL, 0‐6°C 48 HOURS COD HACH 8000*; EPA 410.3 & 410.4 REV 2.0; SM5220C & 5220D P, G, FP COOL, 0‐6°C, H2SO4 TO pH <2 28 DAYS CN, AMENABLE SM4500‐CN (G)P, G, FP COOL, 0‐6°C, NaOH TO pH > 12, 0.6g ASCORBIC ACIDŦ 14 DAYS CN, TOTAL EPA 335.4 REV 1.0; SM4500‐ CN (F) & 4500‐CN(G) & 4500‐ CN (E)P, G, FP COOL, 0‐6°C, NaOH TO pH > 12, 0.6g ASCORBIC ACIDŦ 14 DAYS METALS: Cd, Cr, Cu, Pb, Ni, Ag SM3111B or C, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Sb SM3111B, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS SM3114B, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev HNO3 TO pH < 2 OR HNO3 TO METALS: As 4.4*, 200.8 Rev 5.4; SM3500‐ As (C or B)P, G, FP 3 p 3 pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Be SM3111D, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4; SM3500‐ Be (D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: B SM4500‐B (B), 3120B; EPA 200.7 Rev 4.4*P, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Cd (optional) SM3500 Cd (D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Cr (optional) SM3500 Cr (B or D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Cu (optional) SM3500 Cu (B, C, D, or E)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding Time4 METALS: Fe SM3111B or C, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*; SM3500‐Fe (B or D) P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Pb (optional) SM3500 Pb (B or D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Hg SM3112B, EPA 245.1 Rev 3.0*, 245.2, 245.7 Rev 2.0, 1631E P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 28 DAYS METALS: Mn SM3111B, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4; SM3500‐ Mn (B or D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS:Mo SM3111D, 3113B, 3120B; EPA 200.7 Rev 4.4*, 200.8 Rev 54 P G FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHSMETALS: Mo Rev 5.4 P, G, FP PRIOR TO ANALYSIS 6 MONTHS METALS: Ni (optional) SM3500 Ni (D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Se SM3113B, 3120B, 3114B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Tl SM3111B, 3120B; EPA 279.2, 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Zn SM3111B or C, 3120B; EPA 289.2, 200.7 Rev 4.4*, 200.8 Rev 5.4; SM3500 Zn (B, E, or F)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS OIL & GREASE SM5520B; EPA 1664A G COOL, 0‐6°C, HCl OR H2SO4 TO pH < 228 DAYS pH SM4500‐H+B*; EPA 150.2 P, G, FP NONE ANALYZE WITHIN 15 MIN TDS SM2540C*P, G, FP COOL, 0‐6°C7 DAYS TSS SM2540D*P, G, FP COOL, 0‐6°C7 DAYS TTO EPA 624 & 625; EPA 1624 &1625 G COOL, 0‐6°C, 624/1624 = HCl TO pH < 2 624/1624 = 14 DAYS; 625/1625 = 7 DAYS L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding Time4 PHARM. ORGANICS: ACETONE EPA 524.2; ASTM D3695, D4763 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 524.2 = 14 DAYS; D3695 = 28 DAYS PHARM. ORGANICS: METHYLENE CHLORIDE EPA 502.2, 524.2 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 502.2/524.2 = 14 DAYS PHARM. ORGANICS: ETHYL ACETATE EPA 1666; ASTM D3695 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 1666 = 14 DAYS; D3695 = 28 DAYS PHARM. ORGANICS: N‐ AMYL ACETATE EPA 1666; ASTM D3695 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 1666 = 14 DAYS; D3695 = 28 DAYS PHARM. ORGANICS: ISOPROPYL ACETATE EPA 1666; ASTM D3695 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 1666 = 14 DAYS; D3695 = 28 DAYS 1 Refer to 40 CFR Part 136 for complete list of approved test procedures Refer to 40 CFR Part 136 for complete list of approved test procedures. 2 "P" is Polyethylene; "G" is Glass; "FP" is Fluoropolymer, PTFE, or Teflon. 3 Confirm with EPA certified lab the preservation and holding times for each specific method. 4 Holding time starts at the end of the composite period. * Methods currently performed by the Encina Wastewater Authority (EWA). Ŧ Only added if residual chlorine is present L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx APPENDIX D CANNON LIFT STATION AS-BUILTS 0 CONSTRUCT/ON PLANS FOR: CA NNON ROA D WA TER A ND REC YCL ED TRANSMISSION MAINS PHASE 2 (88 602),* WA TER A ND 8" AND 1210 COLLECTOR SEWER PIPELINES '(92 406) 5950 B Camino Real, Carlsbad 760-438-3367 CITY OF VISTA SITE— PA CII7C OCEAN BOARD OF DIRECTORS CITY OF SAN AIARCOS CITY OF ENCIN/TAS An k VICINITY MAP NO SCALE 711- r v k A . —i r..!.] 083104 SHEET INDEX SHEET NO. DESCRIPTION 1401/A HEDICN[A4 LAGOON / TITLE SHEET 2 SYMBOL LEGEND, GENERAL NOTES, BASIS OF BEARINGS, PUBLIC AGENCIES AND UTILITIES 3 STA.- J7+ 48.40 To 43+00.00 CA/WV 92-406 4 STA.- 43+0000 TO 49+42.01 CA/WV 92-406 -5 ....................51k 64+39.00 TO 69*49.50 ..................... CA/WV 92-406 6 .. ........ ........ .STA: 73+21.60 TO 83+00.00 CA/WV 92-406 TA: 8J#00.00 TO 93*00.00. ..... .. ............ NOT A PART OF THIS CONTRACT 7. . Tk 931 00.00 To /03*00.00. ................... ....NOT A PART OF THIS CONTRACT a ... STA: I09*0000 TO 0 04060.00 ................... NOT A PART OF THIS CONTRACT 9 .. STA: 0 f40606& TO I2O#00 CV.....................NOT A PART OF THIS CONTRACT 10 . .51,4: 120*00.00 TO /26/26:51. ..................... ..NOT A PART OF THIS CONTRACT If 12 STA: 37+01.38 TO 43+00.00 ........................CA/WV 88-602 13 ...................STA: 43+00.01) TO 53+00.00 .......................CA/WV 88-602 14 .................... STA: 53+00.00 TO 63*0000 ...........................CA/WV 88-602 15 ..................51k 63+0000 TO 72+00.00 CA/WV 88-602 16....... ...... .....STA: 72+0000 TO 83+00.00 CA/WV 88-602 .. . STA: 83/00.00 TO 93/00.00.... .................... ..NOT A PART OF THIS CONTRACT 17. . STA: 9i#oa68 TO 103*00.00.. ..................... ...NOT A PART OF THIS CONTRACT 18 . ... 54: 103/0000 TO IIJ*Ck2.00.. .................... .... NOT A PART OF THIS CONTRACT 19 .. 00406009 TO /20 / 0000.........................NOT £0..64: A PART OF THIS CONTRACT .. ST,4: 120*0000 TO 126/26:54. ... .................NOT A PART OF THIS CONTRACT £1 .. /CAL 44308335 TO 451/20.00 EL CAAIIWO S4. NOT A PART OF THIS CONTRACT 23 ......... ... ....SEWER & STORM DRAIN PROFILES CA/WV 92-406 24 ..................RECYCLED WATER & WATER PROFILES .. ............... ...CA/WV 88-602 25...................MISCELLANEOUS SEWER DETAILS CA/WV 92-406 26 .............. ....MISCELLANEOUS WATER DETAILS CA/WV 88-602 27. ........ nfl ........BRIDGE AND THRUST BLOCK DETAILS 1IV f,'AL' (TTZ,'I4I flf•TAU # ______________ i ,L...,...,UI,L ,LLUL,/Vj .j,1IIL, __________________________ ert (USA) 1' \\ \ .5, I - - - - - - - 1 - 1/ ' ' 1 N-! I\ \\zt \\ C) , ' \_r \\ LIU 01 500, iiia $I. 000i KEY (/AP SCALE- 1" = 500' £9.... . P CCWC/NC 5TAT/W DETAILS .TTJTVV' ' S. DATE EV IL- \1LLd - 5----- __ DATE ,.ocESS, f -Thi Qs C,) C, L. 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SEEN ---- __a__.. -------- ----- U. -- - ---- U. - - ja Ti — - huh AS 00 47#00 4800 4900 5000 51-00 52#00 5J#00 PROFILE: FUTURE CANNON ROAD 514. 4J0000 10 53#V.V S'C4LE: hVR2 , = 40' WW.- = 4' -- IQA SEWER DATA 5%,DELTA/BEARING RADIUS iENCTij REMARKS 1 6 = 12'16'40' 1384.00' 296.54- ,77/' I>'IC SDR 35 3 U 07°5654" 14 - 67.00' 8" PVC SOR .35 4 i 07",5(o 5411 W - - 3500' - .9&8G' - 8" PVC 50R .35 1 8# PVC 5PR 35 0 40005l33II 1384.00' ----v-- -_ - -- - --- - -- - -----. 083104 - Ii4 i - I - •-. 10 in 2J" PVC SLEEWS o PER OWG J-1-J- 2G 2.Je Pkt' SLEEVES 50 — _- 0 STREET & STORY DRAIN PER DE JJJ-26 — -- - — —s IMPROVEMENTS PER _— ' 0) iU — Dat' JJJ-26 - 41' 49 — -5------- T - I _4 — — I - — — --- - - - — - — — — - ' 10 p - PEDESTRIAN —RW---- -RW— W '- - UNDERPASS / / 5J' — _w PERDCYJJ-2V-- I ø'---------------- -. _5. SEE PRILE 10 55 NO 7Zr' / ------- /_; --- - SHEET2J - ---. rcw / ----- '--. W,41IAN.E.91fft - APPROVED /UT "AS—BUILT" DRAWINGS -PLAN; FUTURE CANNON ROAD \ .\ \ \ District Engineer: $4. 43#0000 ro 53#CO.00 \ N CARLSBAD MUNICIPAL WATER DISTRICT f Sheet ENGINEERING DEPARTMENT - 29 4 Sheets -. --' CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) I AND 8' AND 12' COLLECTOR SEER PIPELINES (92-406) -f- _Y±t' _____________________________ _____________________________ _____________________________________________ ____________________________________________ PLAN AND PROFILE 0110, 40' DATE DESIGNED BY K.H. DATE - FEB. 1998 - DISTRICT APPROVED CHANGES BENCH MARK 8 20' - 80, CA DRAWN BY: D.m. SCALE: AS SHOWN No. Description Approved Dote Description: NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP STA: 43+00.00 TO 46+00.00 DATE EXP. 12/31/00 " SEWER MAIN (92-406) SCALE: 1 40' REVIBVEL) BY: 0 PROJECT MGR.: T.C. JOB NO.:- 97-1032 45-5UILT— CANYON wAD wEsrSTA.31+WT0fi3+00 6-ZI-40 FLUSH WITH GROUND. me= - JPVO 'FN Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 F-T. NORTH 28176 INSPECTOR E 0 (9 - ~2.0 a 0 NO. 55MI C 0 N S U L T A, T S OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL, District Engineer: WILLIAM E. PLUMMER RCE Dote REGISTRATION EXPIRES 3/31/02 2320 Camino 'Iido Roble Civil Engineering ENGINEER OF WORK ___________ ________ 1 FT. BELOW TRACKS, 0.5 Ft BELOW GROUND ACCESS .. \ Suite B Planning - 4,. V Carlsbad, California 92008 Processing — Record From: SAN DIEGO NORTH COUNTYCONTROL BOOK, CONTROL POINT DWN BY: C.M.W.D. PROJECT NO. DRAWING NO. Fox:-931 —8 Surveying 'ii_.....%,/'DATE: i/za DESIGNATION T 1307. CHKD BY: (88-602) AND (92-406) 333-2GD TIMOTHY 0 CA LL, JR RCE. 55 1 Ø — Elevation 46.668 Datum_ M. M.S.L. RVWO BY © 1998 O'Day Consultants, Inc. 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U' U 'U A AL -- - - , fr _______ - -_ --wi'--_--_-- 'S U . I- 'U • I £ liii I I III! - I Cn rn NO. 55381 * UP. 12/31/00 CIVI * DISTRICTAPPROVEDCHANGES BENCHMARK Description Approved Dote Description NOS/NGSBRASSCAP,INSIDEA4IN.PLASTICSCREWCAP FLUSHWITHGROUND. Location: 4.0MILESNORTHALONGTHEA.T.S.F.RAILROAD,500FT.NORTH OFTHEPALOMARAIRPORTROADOVERPASS,14.1 FT.EASTOFTHERAIL, I fl BELOW TRACKS 0 5 fl BELOW (ROtJNfl ACCESS ) DESIGNED BY K.H. DATE: FEB.1998 DRAWN BY: D.M. SCALE: -AS SHOWN PROJECT MGR.: T.C. JOB NO.: 97-1032 - No. CONSULT 2320 Comino Vido Roble Civil Engineering Suite B Planning Carlsbad, California 92008 Processing 760-931-7700 Surveying r Fax:760-931 —8680 ENGINEER OF WORK: — ,-_---.—DATE:4—zi—ft - - TIMOTHY 0.CARROLL,JR.RCE:55381 — APPROVED "As-BuILr DRAWINGS P_ Istrict Engineer: DATE CARLSBAD MUNICIPAL WATER DISTRICT Sheet A ENGINEERING DEPARTMENT 29 I Sheets CANNON ROAD WATER AND 'CYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND 8" AND 12 CTOR SEER PIPELINES (92-406) PLA D PROFILE 21" SEWER (92-406) STA: 113+00.00 120+00.00 - Z 9_9 District Engineer: WILLIAM E. PLUMMER RC Dote REGISTRATION EXPIRES 3/31/02 Record From:SANDIEGONORTHCOUNTYCONTROLBOOK,CONTROLPOINT DWN BY: C.M.W.D. PROJECT NO. D INC NO. DESIGNATION T 1307. CHKD BY:_______ (Qfl_fl)\ Akin (a1_An\ 777 Elevation: 46.668 \IflBS\97103?\RF/ Datum: M.S.L. IItwD_BY: ___uuVv/UUJ%JL. _JFJ -98 11:13:50 on EST __ lamb, ___ Pim'DD4ICTAI1 1Ad © 1998 O'Day Consultants, Inc. X-REFS:9732BASE9732PARC9732PRDF U OMP -Z 600> 'I'll t? ~p 1% PZVAIOWUMIA 83 104 I C~ W- 0 6W, 0 VAP- \ i A "'T 1OBWAtIMAO 40 Now V 'k I v 0, - i ------ - --- ---- - ------- - VA %0 Lwj kv it V NOT A PART NOT A PART MA X/MUM .2 OPE - PER CEO TECHNICAL DA TED RECQA/AIENDA lIONS /\ / 1—SEYERA/AIN I IDENT/FICAJlON I TAPE / ACCESSHOL E PER CMY,V - STD. DWG NO 5-1 MTH T-LOCK INTER/OR LINING SYSTEM '—PIPE ZONE ENVELOPE PER CA/WJ STO. 0E NO. 5-5. ROCK SHALL BE COMPACTED TO 90X "C' = 6 A//N. IF TRENCH S/DC SLOPE IS CUT &4C/( PER SAFETY STANDARDSS, 8" MIN IF SHIELD IS USED. CONSTRUCTiON NOTES: NOT A PART INSTALL 1" HfL 0 STRIPS W-/ERE T-L OCK IS $fLDED LE., TOP C CHANNEL, SHAFT TO SHELF TURN SACK TO PIPE CE CORNERS, ETC. 0 C TURN BACK ON PVC PIPING SHALL BE A Al lA/UM LT 6 " P TURN SACK SHALL BE HELD TIGHT TO P PIPING BY 1/2" ST E 8,4'( WThI CONTACT CEMENT ADHESI APPLIED TO SOT RFACES () INSTALL LA T SHEET PVC ON SHEL WS CONTACT CEMENT AOHES7 PPL/ED TO BOTH SURFACES OVERLAP PVC ONTO MANHOLE AFT AND CHANNEL LINER; LD TO BOTH AND COMPLETE 171 1' HfLD STRIPS ® INSTALL NON 0 SURFACE ON MA OLE SHELF INSTALL PRE F ED CORNER N BACK UNDER RING ® HELD 1" JO/NT S S AND F/ H BOTH EDGES I#ñTH 1' 4ELD STRIPS COMPLETE CONCRETE AN L SHALL BE CONSTRUCTED MTH FORMS AND ALL BUT O$fR 90 SHALL SE T-L OCK LINED. THE T'S SH4L UN IfRT/CAL AN IN THE MANHOLE SHAFT AND SHALL SR TACKED THE TERM/NUS OF THE T-LOCK S'OES AND ENDS OF TO BE EITHER FORMED, SANDBAGGED OR POURED ACAINS (INDIS ED EARTH MANHOLE SI-/EL kf TO SE SL 0 1' PER FOOT TO CHANNEL. (273 ALL LATERAL / IS SMALLER 12' 0/A SHALL HAVE PVC GAS FLAPS IN ALLED IF LATERAL LETS ARE PLACED AGAINST MA IAN( CHANN PVC SANITARY TYPICAL SEWER TRENCH SECTION ('Th NOT A PART AV S?ALE STD. 906 NO S-I AND TO TAIL IS INTENDED TO COMPLIMENT CA j IN CON,JUNC17ON Will 1714 T DETAIL. IOLE DIAMETER SHALL SE 72' OR 84" SHOUN ON PLANS T—LO J 75- R ACCE NO SCALE AC PAVEMENT OVER AGGREGATE BASE PER 0Ht1' JJJ-26 14" DuCTiLE IRON PIPE Will J5 A/IL POt )VRE7H14N( LINER Will 69001'ED ENDS FOP MECHANICAL CLAMP-TYPE COUPLINGS 083104 14 BLIND FLANGE' A 15 A? SUPPORT ON SHEET 27 STOP FILL VOID YtITH FOAAI ,, / / 24" 0/A, STEEL CASING POL )fTH)'LENE CASING PER DWC JJJ-2G INSULA TOPS SPACED PER MANUFACTURER'S RECOA/AIENOA TIONS OR SEVEN FEET MAXIMUM LI ! U W.PIA .'L (nYU rrL 25" LYA. OPENING PER OWG JJJ-2C 14'E&44 IRCWFLEXTEND, DO/iSLE BALL, SEISMIC EXPANSION ASSEA/BL Y HUH FLANGED ENDS OR IOU! VAt (NT EXISTING 15" STUB IN PER DHt. 246-1 PIPE INSTALLATION (SEWER) EXIST/NC 21' VCP SEJ'ER PER D$t2 144-7 PER DH' 144-2 SEWER © 1998 O'Day Consultants, Inc. EXISTING J5" VCP V U UVUI Usovar 1111wo-SI'lU %VIM Swirl U UVUU' U w PER D% 245-1 NO Sr" APPROVED P "AS—BUILT" DRAWINGS C-UILT" TING15 10 STUB IN - -Z/-6 EXP.4/q DATE District Engineer: DATE PER LTh+t 246-1 ____________________________________ REVIEWED BY:- CARLSBAD MUNICIPAL WATER DISTRICT EA7SflNC J65flI8 OUT Sheet 25 ENGINEERING DEPARTMENT 29 Sheets PER DWG. 246-1 INSPECTOR DATE CANNON ROAD WATER AND RECYCLED WATER TRANSWSSION MAINS PHASE 2 (88-602) AND 8" AND 12' COLLECTOR SEER PIPELINES (92-406) DESIGNED BY: K.H. DATE: FEB. 1998 DISTRICT APPROVED CHANGES BENCH MARK MISCELLANEOUS SEWER DETAILS (92-406) - __________________________________________ DRAWN BY: D.M. SCALE: AS SHOWN ) No. Description Approved Dote Description:NOS/NGS BRASS CAP. INSIDE A 4 IN. PLASTIC SCREW CAP PROJECT MGR.: T.C. JOB NO.:97-1032 FLUSH WITH GROUND, Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH RCE Dote rict4nWILUAM C. (EFI 28176 2 ?L9 CONSULT - OF THE PALOMAR AIRPORT ROAD CWERPASS, 14.1 FT. EAST OF THE RAIL, 2320 Camino Vida Roble Civil Engineering ENGINEER OF WORK: _ ____________________________________________ __________ _______ 1 Fl REGISTRATION EXPIRES 3/31/02 . BELOW TRACKS, 0.5 FT. BELOW GROUND ACCESS. Suite B Planning _______________________________________________________________ ______________ __________ II Carlsbad, California 92008 Processing Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT D BY: C.M.W.D. PROJECT NO. ii DRAWING NO. 760-931-7700 Surveying -.-...__IIIII..4' DATE:/2S74 ________ ______ DESIGNATION 1 1307. CHKD BY: (88-602) AND (92-406) 333-2GD Fax:780-931-8680 TIMOTHY 0. CARROLL, JR. RCE: 55381 - Elevation: 46.668 Datum: M.S.L. RVWD BY: C/Ti' ,°Ro.Ject,c'c. 3,'84 F:\J0BS\971032\REACHI25 6-24-98 90954 on EST SECTiON MARKER AND VAL .f BOX TO BE SET OUTSIDE OF GRADED SHOULDER OF ROAD. ,,- AGGRECA iF BASE AND _- CAST IRON COL.fR RA TED FOR TRAFFIC / AC PA fr -MEN T PER JD AND LABLECD "M WD. CP. TEST" / DWC JJ53-26 / ) _- VAL L'f BOX (BROOKS NO 1- SP OR ( CM WD. MARKER POST ,v APPROfrED EOUAL) TO BE ADJACENT ,, .. •, , TO KH/TE NO 4 CONNEC17ON ØJH HRE RUN AS SHORT AS POSS/SLE / u —r-------- / _'1 I I I (/—WATER/RECYCLED WATER <1 I A MAIN /DEN11FICA T/ON TAPE ''5 ..1 "5 6' MIN. (TYP) 8" MAX (TYP -'---SPRINGLINE 7 PIPELINE .9-/ALL BE ASSEMBLED IN TRENCH PR/OR TO BRA27NG (CAD-HELD). 8 HIRE AND BONDED CONNEC1101VS SHALL BE PROTECTED DURING FIELD 4/OTARING OF PIPE JOINTS .9 TERMINATE ALL HIRES A MINIMUM OF ONE FOOT ABOI( GROUND LEIfL AND COIL EXCESS HIRE IN BOX /0. IN I4CINITYOF VALIIf BOX, PLACE HIRES AT SJFF1CIENT DEPTH TO PREkNT DAMAGE TO HIRES IF VI4L kE BOX SETTLES 1/. COPPER-COPPER SULFATE ELECTRODE: TIK.2 SUPPLIERS ARE FARIWST COROSION, GARDENIA, CA, AND HARCO CATHODIC PROTEC 1/ON, HUNTiNGTON BEACH, CA 12 HIRE TYPE - IF UF HIRE IS NOT A VA IL ABLE IN COL OR REQU/RED, AL TERNA TES ARE TW OR THW L6- MIN HAND PLACE MATERIAL UP TO SPR/NCL INE OF PIPE GENERAL NOTES: 1. ALL TEST CONNEC71ON5 ON STEEL PIPE TO BE MADE A T EXPOSED FIELD JOINTS 2 LEAD HIRES SHALL SE 5 FT DEEP THROUGH ROAD SHOULDER. J VAL SOX -WALL BE LOCA TED HI/H THE SACK OF THE VAL i'f BOX ON THE PROPERTY LINE (IN STREET RIGHT OF WAY) EXEPT AS OTHER- HISE DIRECTED BY ENGINEER LEAD HIRES IN VAL kf BOX SHALL BE ORIENTED IN THE SAME RELA T1 If POSITiON AS THE CONNEC 1/ON TO THE PIPELINE SYSTEM ALL El LEADS SHALL BE COLOR CODED AS FaLo06: NO. 4 HIRE SHALL BE V#/ITE NO. 12 HIRE SHALL BE YELLOb4' BLACK & GREEN. (YELL OW & I4f-/I7E SHALL AL WAYS BE PLACED ON THE NORTH AND EAST SIDE) NO 10 HIRE SHALL BE RED, 6 PIPE SHALL BE CLEANED TO BARE METAL PR/OR TO BRAZING (CAD-HELD) OF LEAD HIRES TO PIPE CVNDER TYPICAL WATER/RECYCLED WATER TRENCH SECTION 26) 7 NO. /0 UF $fRE, RED I L.—-------NO 12 UF SOLID 9ñRE, YELLOW (FOR USE HUH I I C-CSO4) I SUPPLIED BY I NO 4 UF STRANDED *fRE $1-//TE MANUFACTURER I BRAZE (CAD- HELD) - I I TO PIPE I • ONEPIPE LENGTH i 1Y 1—I NOES: 1. BACKFILL IN TRENCH SHALL BE COMPACTED TO A RELA fl C'OAIPAC liON OF 95% 2 SEE SPEC'/F/'A TIONS FOR PLACEMENT OF BAC'KF/LL IN PIPE ZONE END k7EW zzaz 2,-0, 7PENCH 21-01 K9DTH OTAPA T 2 /6 FACE & EACH SIDE OF PIPE LZ IL ~w -1 3L I 1 11 p AV t - I I >/ 2' 083104 EACH FACE, TOP & BOTTOM 217q" 00 /5Y2"IDx 1" THICK STEEL RING PLATE, ;91 D ALL AROUND THE PIPE .C1 14" WATER WATER LINE J1¼"ODx24 7/8 "IDx 1" THICK STEEL RING Pt TE HfLD ALL AROUND THE PIPE 24" POTABLE WATER MAIN Al/NOR CONCRE NOTE PLACE ALL CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDES AND THE PIPE TO BE RESTRAINED 1 /4 0 /2" OC EACH FACE 2 /4 EACH FACE k EACH SIDE OF PIPE NOTE PLACE ALL CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDES AND THE PIPE TO BE RESTRAINED 11, PLAN 9 ANC 26) NO PLAN S-BUILV' DATE -- - REVIEWED bY:MMUMMUMMUNUMM BLOCK 10 ANCH ;V M SCALE APPROVED "AS—BUILT' DRAWINGS -2/.. o District Engineer: DATE CARLSBAD MUNICIPAL WATER DISTRICT Sheet 26 ENGINEERING DEPARTMENT 29 Sheets CANNON ROAD WATER AND RECYCLED WATER TRANS14ISSION MAINS PHASE 2 (88-602) AND 8" AND 12" COLLECTOR SEER PIPELINES (92-406) ESS, f?s• C; NO. 55381 EXP. 12/31/00 * Ci V tl- MISCELLANEOUS WATER DETAILS (88-602) 26176 District Engineer: WILLI E. PLUMMER RCE Dote REGISTRATION EXPIRES 3/31/02 DISTRICT APPROVED CHANGES BENCH HARK Description Approved Dote Description NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH WITH GROUND. Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT, EAST OF THE RAIL, I FT Pfl ('SW TPA('Ic fl c F T Rfl ('iW GROUND A('('cc )40*1 467 — DESIGNED BY K.H. DATE: FEB. 1998 DRAWN BY: D.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 97-1032 - No. CONSULT 2320 Cami no Vida Roble Civil Engineering Suite B Planning Carlsbad, California 92008 Processing 760-931-7700 Surveying Fax.760-931-8680 ENGINEER OF WORK: DATE:/2 TIMOTHY 0. CARROLL, JR. RCE: 55381 Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DWN BY: C.M.W.D. PROJECT NO. DRAWING NO. DESIGNATION 1 1307. CHKD BY: fQQfl)\ Aklfl (Q"_4fl\ 777 I%I Elevation: 46.668 Datum: M.S.L. IRVWD BY: II UUVV) IIJ LIJV/ I C/7V PIOJECTA/ 3/8 F:\JDB\971O32\REACH126 6-23-98 4:17:49 pm EST © 1998 O'Day Consultants, Inc. TD 8'-5/ I-. EXPANS701V = 16 CL CANNON ROAD i.. CEMENT MORTAR LINED & EPDXY COATED L I' MAX ,j CONCRETE APPROACH SL 1 PER 0i+6 333-26 I' MAX CAST CASINO IN BACKWI4LL OF ADo TAlEN 14" 1'ELDED STEEL P/PLT CA1ENT MORTAR LINED, EPDXY COA TO WT/1 GROO(D ENDS FOR MECHANICAL CLAMP- T)'PE COUPLINGS 1 CEMENT MORTAR LINED & COATED AC PA 'FMENT CL'fR 45 FIG SEND ON PLAN PER J 2"A.VA. Hf/ERE5HOW ON PLANS PER CA/HO DH W-7, MODIFIED PER DETAIL 27 PIPE SUPPORT !/LjBELOW SECTION A-A PTHflENECA9NG) I ______________ 'SPACED 10' MAX ALONG PIPE YLF H 14" EXTEND, flPE SUPPORTS SHALL BE INSULA TORS S°ACED PER AIANLJFACTURER'S' DOUBLE BALL, Sf15.41/C RECOMA/ENDA TIONS FL OR SEWN FEET MAXIMUM EXPANSION A 551.4/81 Y WTH FLANGED 25 DIA. OPENING ENDS OR fOUl VALENT PER D#V 333-26 NOTE; SEE DC 333-26 FOR PIPE SUPPORT DETAILS & LOCATIONS MACARIO CANYON BRIDGE V SCALE '•_-_/ II -ii / / REDHfXJO DIRT / STOP / FILL VOID HfTHF014A1 / 24" 0/A. STEEL CASING PER D*C 333-26 45'FLC BEND $f-/ERE S'HO$N -r ON PLAN ' 14" $fLDED STEEL PIPE CEMENT MORTAR LINED & COATED i41 171 HfLOED JOINTS THRUST ANCHOR PER DETAIL (T' PIPE INSTALLATION (WATER AND RECYCLED AT MACARIO CANYON BRIDGE ABUTMENTS At? St.4LE ) 27 24" DIP PlC WATER WA TER HALF cIRCLE, STAINLESS STEEL 20 GAGE SHEET METAL FORMED TO FIT CD. OF PIPE EPDXY TO PIPE 1"TYP. NOTE SEE PIPE SUP1 .At VSTEEL STRAP !/2"x2?/2' ALL OH PIPE FREEDOM TO SLIDE SEE NOTE / 8" STEEL WATER OL 12" STEEL CASING V8 "x 12" NEOPRENE STRIP. BOND TO CONCRETE SUPPORT AND COA T TOP Hf TH SLICOI'/E GREASE "x 8" CAL V. STEEL ANCHOR 801 1 TOT 2 IA SUPPORT w/ GAL VAN/ZEO STEEL NUT & WASHER q cz Zp~/ OP OF SUPPORT £PE 2'Al/N S CLASS '"B" CONCRETE POUR CONCRETE AGAINST UN- DISTURBED S CYL L 2-/I RADIUS TO MATCH 00. OF PIPE iWf &FPWT IETALS ARE FOR aZ cWL Y LMWfl' tT iocw r' iiss PRECT IS NOT lif11SIRE FOR hf L SAND BEDDING 083104 '-I PIPE SUPPORT DETAILS PER MG w- At? SC'dE (YA, 50!R MV RtCLAV piER) ,"-r /',,ug rit' &AF7 NOTE I. PIPE SHALL BE TIC//TI Y CLAMPED A T THO PIPE SUPPORTS NEAREST THE CENTER OF THE BRIDGE ALL OTHER PIPE SUPPORTS SHALL SE SHIAIMEL) Hf TH STEEL WASHER Pt ATE TO PRO ME '4 CLEARANCE 8E114fEN PIPE & CLAMP NOTE 2: PIPE SUPPORTS SHALL BE 12" MAX FROM PIPE JOINTS AND 12" Al/N CLEAR OF ANY CONCRETE WALL HORIZONTAL BENDS SECTION A-A TEES AND DEAD ENDS HORIZONTAL BENDS & TEES 2-15 REINFORCING RODS SHAPE TO FIT COA T W/ 20 141/L S. Al/N OF P/TTCHEAI TARSET EXTEND CONCRETE TO CO 'ER RODS 'RITE PAD '1 w/CRAOE aAsS "B_ CONCRETE VERTICAL BENDS THRUST BLOCK DETAILS M2 SCALE THRUST BLOCK TABLE I.D. INCHES TEST PSI 22 1/2 HOR. VER. Li x L2 C.Y. HOR. Li x L2 VER. C.Y. HOR. Li x 90, L2 VER. C.Y. DEAD END & HOR. Li x L2 TEE VER. C.Y. 8 250 IJ5 22 1.5 4.9 11 28 6.5 4.1 4.0 54 3.5 4.0 12 250 5.2 3.3 5.1 73 4.7 .95 9.5 52 13.4 81 53 13.4 16 250 6.9 4.4 91 1 98 6.2 168 1 129 82 23.8 11.0 6.9 218 24 250 103 6.6 20.5 14.6 9.3 379 1 19.5 122 53.6 1 15.5 10.3 53.6 NO SALE CONCRETE THRUST BLOCK (CLASS 18" CONCRETE) P FE. 3c,'q LP. DATE - REVIEWED BY: INSPECTOR - - DATE (,I No. 553e1 1 * EXP. 12/31/00 * NOTE: THIS THRUST BLOCK INFORAlA TIC/I IS INTENDED TO COA/PL tAlENT CA/HO STD. DHf. No. W- 15 AND TO BE USED IN CONLJ(JNC17ON Hf JH THAT STANDARD ) 1998 O'Day Consultants, Inc. T..) 2. I C F:\JUBS\971032\REACH127 6-24-98 9:07:46 ri ES -j 2)-6'0 15'—O" 29 2f-6" 16" STEEL WATER, SEE SHEET 21 FOR CONTINUATION 22 ®1 8" EL. 42± 26 \T @ ELECTRIC SERVICE • PEDESTAL, I 33 23 SHEET SEE DETAIL I III LI '.4 FIll 3 Fr. SQ. OPENING, HATCH ABOVE '-0" 91f 9" 0,1 4 4 4 p4 H I-of) ) (Th 31 C2 1 & 0__ 4 1- - f -P — — (_ — 4 NO. 4 BARS 12" O.C. EACH WAY Tc V2$Q L® L< 1'-6" a I I I I I I i4 I I III 3'-3" -41-1- 2 Tn5 —6" a1I 2) < I P 3 I 1<14110 3'-O" 8'-O" _ 00 mail H + 4 u'iilffi I'Mo I a 16" STEEL WATER, (0 VH I I I I 4 4 4 4 4 4 4 4 NO. 4 BARS 12" O.C. EACH WAY 4 19 SEE SHEET 22. FOR CONTINUATION 1'-6"--I .#" I V 34 35 12" I I 4" TYP. SET VAULT ON 12" OF 3/8" CRUSHED ROCK 18" PVC STORM DRAIN, SEE SHEET 21 FOR CONTINUATION PRESSURE REDUCING STATION PLAN SCALE: 1/2" = 1'-0" MATERIALS LIST NO. OTY. NO. CITY. ED 1 EA. 16" x 12" X 4" FABRICATED 10 GA. STEEL COMBINATION TEE, BEND, 2 EA 8" FLANGE X VICTAULIC STEEL SPOOL, 10 CA., MORTAR L , CLASS AND SPOOLS WITH THRUST COLLARS PER DRAWING, WELDED JOINTS, 150 FLANGES. CLASS 150 FLANGES. -- 8" PRESSURE RELIEF DISCHARGE LINE, FABRICATE 10 GA. STEEL MORTAR 4 EA. 3" X 3/8" STEEL ANCHOR PLATE WELDED TO OUTSIDE OF PIPE. LINED AND PORTION M.C., TO DISCHARGE BASIN (S') 4 EA. SLIP ON/WELD ON FLANGE, CLASS 150, SIZE PER DRAWING. () 1 EA. SUMP PUMP "LITTLE GIANT" 1/4 HP AUTO C. MODEL 6-CIA. SECTION SCALE: 1/2" = 1'-0" 8314 U 2 EA 12" GATE VALVE, AMERICAN DARLING CRS, CLASS 125 FLANGES, -- 1-1/2" COPPER TUBING TYPE K (HAR WITH PROTEN0'1'" WITH HAND WHEEL. A T GENE NOTES 2 EA 12" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR LINED, CLASS 1 EA. DAYTON SHADED POLE BLOWER, 0 RESET, MODEL NO. 4 C447. 150 FLANGES. 2 EA. 6" PVC VENT PIPE AND 9 ECREE B AT ER RICT 4 EA PRESSURE GAUGE - ASHCROFT — 3 1/2" - 1009A 1/4 PER GAUGE DETAIL. I 2 EA. 6" PVC X STEEL AD ORS. OF T1416 CMTBO ER Ls XC SHALL L FORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD B SHOWN OR DISTRICT APPROVED EQUALS. 3 EA. STYLE 77 VICTAULIC COUPLING, SIZE PER DRAWING. -- NOT USED PIPING DIMENSIONS ARE NOMI ALLOWANCES FOR END CAPS AND GASKETS SHALL BE 1 EA 12" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE, CLA VAL MODEL I EA. PRECAST CRETE VAULT. (PARKWAY LOADING) INCLUDING .. MADE AS NECESSARY BY FABRICA CONTRACTOR/FABRICATOR, SHALL SUBMIT SHOP 92-C-01 BC, C.I. BODY, S.S. TRIM, CLASS 125 FLANGES, EPDXY REINF D CONCRETE THRUST COLLAR WALLS (PER DRAWING). DRAWINGS FOR APPROVAL OF ALL P1 AND VAULTS PRIOR TO FABRICATION. COATED INTERIOR, WITH X101 INDICATOR, CRD 30-300 PSI SPRING RANGE, CRL 20-200 PSI RANGE. I' 1 EA. ANIZED STEEL LADDER (ALHAMBRA MODEL NO. A-3400) 1 EA 12" STEEL FLANGED SPOOL. CLASS 150 FLANGES, 10 GA. STEEL WITH I BILCO LADDER-UP SAFETY POST. ALL WORK SHALL BE EXECUTED IN CONFOR CE WITH APPROVED SHOP DRAWINGS. VAULT FLOOR SLAB, WALLS, TOP SECTION, MAN E FRAME AND COVER SHALL BE MORTAR LINING. 29 DESIGNED IN CONFORMANCE WITH AASHTO STANDAIR OR PARKWAY LOADING INCLUDING EA. 36" X 36" HATCH, BILCO TYPE J-4 AL. RUN HATCH DRAIN TUBE TO EFFECT OF RETAINING WALL SURCHARGE. VAULT SHA BE OF A PRECAST TYPE DESIGN 1 EA 12" X 12" X 8" FABRICATED 10 GA. STEEL TEE MORTAR LINED WITH CLASS SUMP. WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN NG PROVIDED TO THE 150 FLANGES. DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. 1 EA. 16" X 16" X 4" AND 16" X 12" FABRICATED 10 CA. STEEL 1 EA. BLOWER TIMER. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, ECREASED AND COMBINATION TEE, REDUCER, AND SPOOLS, WITH THRUST COLLARS PER (i3 1 EA. SWITCH. PAINTED PER DISTRICT STANDARDS. DRAWING, WELDED JOINTS, CEMENT MORTAR LINED AND COATED. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT S ARDS UNLESS 2 EA 4" GATE VALVE, AMERICAN DARLING CRS, CLASS 125 2 EA. SALDA NO. 460-2. 100 W LAMP HOLDER, WALL MOUNTED. OTHERWISE NOTED. FLANGES, WITH HAND WHEEL. 2 EA. DUPLEX OUTLETS. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. APPROVED 2 EA. 4" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR LI , CLASS 150 1 EA. 36" DIAMETER PRE-CAST CONCRETE RINGS. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVID "AS-BUILT" DRAWINGS FLANGE. 1 EA. 36" DIAMETER GALVANIZED STEEL GRATE, ALHAMBRA FOUNDRY, WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 1 EA. 4" CLA VAL PRESSURE REDUCING AND PRESSURE SU NING VALVE MODEL NO. A-1558-36. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE MODEL 692-C-01 BC, C.I. BODY, S.S. TRIM, C S 125 FLANGES, EPDXY ______ COATED INTERIOR, WITH X101 INDICATOR, C 0-300 PSI SPRING RANGE, -- NOT USED FINISHED SMOOTH AND EVEN. 7 CRL 20-200 PSI RANGE. District Engineer: DATE 1 EA. 4" STEEL SPOOL, CLASS 150 FLANGE 10 CA., MORTAR LINED. 2 EA. 6" 10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. ___ CARLSBAD MUNICIPAL WATER DISTRICT 2 EA. 6" STEEL INTAKE AIR CAP AND PIPE, ALHAMBRA FOUNDRY, MODEL NO. eet 1 EA. 8" GATE VALVE, AMERICAN DAR CRS, CLASS 125 FLANGES, WITH HAND A-2163, GALVANIZED CAP, PRIME AND PAINT STEEL VENT PIPE ABOVE WHEEL. GROUND. ENGINEERING DEPARTMENT hkk I 29 Sheets 1 EA 8" PRESSURE RELIEF V E, CLA VAL MODEL 50-A-01 BS, C.I. BODY, 8 EA. ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291, (SIZE AS CANNON RO ATER AND RECYCLED WATER TRANSMISSION MAINS S.S. TRIM, CLASS FLANGES, EPDXY COATED INTERIOR, CRL 20-200 REQUIRED). INSTALL FOUR PIPE SUPPORTS FOR EACH PIPE RUN. PSI RANGE. REACHES SAH 1 & 2 AGUA HEDIONDA INTERCEPTOR SEWER (92-406) VtofES DESIGNED BY: A.0. DATE: APRIL 1998 DISTRICT APPROVED CHANGES BENCH MARK PRESSUR DUCING STATION - ________________________________________ PLANS PREPARED BY DRAWN BY: R.L.K. SCALE: AS SHOWN No. Description Approved Date Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH 4iO15 WILSON ENGINEERING PROJECT MGR.: A.O. JOB NO.: 97-1032 Location: WItH0 GROUND. ORT Ft ALONG THE A.T.S.F. RAILROAD, 500 . NORTH ee 28176 (.-Z9-9t CONSULTING ENGINEERS — OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 Ft. EAST OF THE RAIL, District Engineer: WILLIAM /PLUMMER RCE Date Exp.3/31/99) 703 PALOMAR AIRPORT ROAD, SUITE 300 ENGINEER OF WORK: _______________________________________ _________ ______ 1 Ft. BELOW TRACKS, 0.5 Ft. BELOW GROUND ACCESS. Drawn: REGISTRATION EXPIRES 3/31/02 CARLSBAD, CA 92009 (760) 438-4422 DATE: Record From: SAN DIEGO NORTH COUNTY' CONTROL BOOK, CONTROL POINT I CMWD PROJECT N OF P&1~ ________________________________________ _________ _______ DESIGNATION T 1307. Checked: I (88-602) AND (92— ANDREW OVEN RCE: 41015 — Elevation: 46.668 Datum: M.S.L. I C/Tt'PA'OJPeTN19 3/A4 TD - '?, (c (f k' i6"EL WATERLINE AIR VENT PIPING DETAIL SCALE: 1/2" = 1'-0" 'I 125 4001 2~0 1] 126 ASHCROFT 3 1/2" - 1009 A 1/4" PRESSURE GAUGE 0-300 PSI DOWNSTR 0-300 PSI UPSTRfO CANNON ROAD 1/4" GAUGE COCK 1" X 1"/4" BRASS BUSHING 1" CL 3000 STEEL COUPLING i,iP X FIP - ALL CORP (FORD FB 1700; JONES J-1931) PIPING PER PLAN FROM PRESSURE RELIEF VALVE GAUGE DETAIL NTS DISCHARGE BASIN SCALE: 1/2" = ELECTRIC SERVICE SINGLE PHASE 120/240 VAC MYERS ME—UC 125 SERVICE PEDESTAL - TELCO JUNCTION BOX WITH 100 AMP MAIN (8"x8"x6") ATTACH TO (CIRCUIT SCHEDULE SIDE OF PEDESTAL Et AS SHOWN) -\--- CONCRETE DISCHARGE BASIN N \ FOR PRESSURE RELIEF \1_1151 PVC STORM DRAIN - PRESSURE REDUCING STATION 6" TO ELCO NSOURCE _4 " - 16" STEEL WATERLINE 2" ELECTRIC CONDUIT TO WATER VAULT O8314 PRESSURE REDUCING STATION SITE PLAN SCALE: 1" = 10' ELECTRIC 2" TELCO CONDUIT WITH PULL TO G&E TRANS. TO WATER VAULT 0000 N OT A PAF?f SERVI PEDESTAL DETAIL NTS OF THI G CO NTRAaRTccSCHEDUL: 1 20 AMP LI AND OUTLETS CIRCUIT 2 20 AMP TIME C AND FAN CIRCUIT 3 20 AMP SUMP APPROVED "AS-BUILT" DRAWINGS PRESSURE REDUCING STATION DATAE UPSTREAM DOWNSTREAM UM CONTINUOUS MAXIMUM CONTINUOUS VALVE SIZE FLOW RATE, PER FLOW RATE, (PER HGL PRESSURE HGL PRESSU MANUFACTURERS) GPM MANUFACTURER' GPM 12" 375 AIIII~47 400 MODEL 92-01 490 197 7,000 4" MODEL 692_01* 490 197 375 147 30 580 8" RELIEF MODEL 50-01 380 0# 150 - - - 3,100** " INTERNALS = 7,000 GPM -'t4-- (' & 2/ District Engineer: DATE 6.1 CARLSBAD MUNICIPAL WATER DISTRICT N ENGINEERING DEPARTMENT 29 Sheets CANNON RO ATER AND RECYCLED WATER TRANSMISSION MAINS REACHES SAH 1 & 2 AGUA HEDIONDA INTERCEPTOR SEER (92-406) PRESSURE'EDUCING STATION DESIGNED BY: A.O. DATE: APRIL 1998 }- DRAWN BY: R.LK. SCALE: AS SHOWN PROJECT MGR.: A.O. JOB NO.: 97-1032 I (ESS%4 No. 41015 * Exp. 3/31/99 Tv OF C * ENGINEER OF WORK: PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 DATE: Li 3. DISTRICT APPROVED CHANGES BENCH MARK Description Approved Dote Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH WITH GROUND. Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL. 1 Fr. BELOW TRACKS, 0.5 F. BELOW GROUND ACCESS. Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DESIGNATION T 1307. Elevation: 46.668 Datum: M.S.L. RCE: 41015 ANDREW OVEN 28176 District n neer: WILLIAM E. PLUMMER RCE Dote REGISTRATION EXPIRES 3/31/02 Drawn: CMWD PROJECT N Checked: (88-602) AND (92- CITY PR&/L'CT NO 3184 U - 1, (P I7-. CONSTRUCT/ON PLANS FOR: CANNON ROA D WA TER A ND REC YCL ED WA TER TRA NSMISSION WA/NS PHASE 2 (88 602), A ND 12 COLL EC TOR SEWER AND 20 INTERCEPTOR SEWER PIPELINES (92 ~406) LS ON 4js AOA r CITY OF - OCEANSIDE 50 B Cemlo ReaI Carlebad 760-438-3367 CITY OF ViSTA S/TE- PACIFIC OCEAN BOARD OF DIRECTORS CITY OF SAN MARCOS : __t_i :1-• tail CITY OF ENCINITAS ' WC1N/TY MAP NO SCALE V T2 - - - - - - - - - £ _ - a a 1 I TApr ••] .A I..A'J SHEET NO. DESCRIPTION /......................TITLE SHEET 2 ...................... SYA/BOL LEGEND, GENERAL NOTES, 845/S OF BEARINGS, PUBLIC AGENCIES AND UT/LIT/ES -TA: 37/4540 TO 43/00.00.CA/NV 92 406 3.6 STA. 4Ji-0000 TO 19+1201 A#AV 92-106 00 TO 69+19.50 511: 6400. CaVWD 02 106 6 ...................... STA: 73+88.00 TO 83+00.00 .................................CA/NV 92-406 7 ...................... STA: 83+00.00 TO 93+00.00 ............................... ..CA/WV 92-406 8 ...................... STA: 93+00.00 TO 103+00.00 ...............................CA/WV 92-406 9 ...................... STA: /03+00.00 TO 1/3+00.00 .............................. CA/WV 92-406 10 .................... STA: / /3+00.00 TO 120+00.00 .............................. CA/WV 92-406 1/ ....................STA: 120+0000 TO 126+26.54 .............................. CAW 92-406 89 602 Is.STA.- 37001.38 To 43+00.00.CA/NV 00 TO 53+00.00.CA/NV fJOO. 88 502 /3.514.' TO 63/0000.CA/NV 6,;+ 9310000 89 602 14 15.514: /6 .................... 63100.00 To 72i0000.CA/NV STA: 73+8500 TO 83+00.00 ................................. 89 602 CA/NV 88-602 17 .................... STA: 83+00.00 TO 93+0000 ................................. CA/NV 88-602 /8 .................... STA. 9J#00. 00 TO /03+0000 ...............................CA/NV 88-602 19 .................... STA.' 103+0000 TO 1/3+0000 .............................. C'A/V 88-602 20 .................... STA: 113+00.00 TO 120+00.00 .............................. CAW 88-602 2/ ....................STA: 120#OO. 00 TO 126+26.54 .............................. CAW 88-602 22 ................... EL cAA//NO REAL STA.- 443+8136 TO 451+2000 ........ CA/NV 88-602 23 .................... SENR PROFILES. ................................................ CA/NV 92-406 24 ................... RECYCLED WATER & WATER PROFILES ....................... CA/NV 88-602 25...................MISCELLANEOUS SEJØR DETAILS ............................... CA/NV 92-406 26 ................... MISCELLANEOUS WATER DETAILS ............................... CA/NV 88-602 27 ................... BR/DOE AND THRUST &XK DETAILS 28...................PRESSURE REDUCING STAT/ON DETAILS 29...................PRESSURE REDUCING STAT/ON DETAILS JO ........... ......... STA: 120#00.00 TO /26#26.54 ........ ......................CA/NV 92-406 082503 AQUA HEVIONDA LAGOON S. S. S. \S. 110 I \ '' \ • __55 __ - \ \ I / - I Al \\\\\ \S.S. \\ S. II \ \ \\ \\ \\\\• '' ":;, S. S. ,/ESSIä C/) - NO. 55381 * EXP. 12/31/00 * CIV II V OF 1 DESIGNED BY: K.H. DATE: FEB. 1998 DRAWN BY: D.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.:97-1032 0/ PA~ - CONSULT NTS 5900 Pasteur Court Civil Engineering Suite 100 Planning Carlsbad, California 92008 Processing 760-931-7700 Surveying Fax:760-931 -8680 ENGINEER OF WORK: DATE: TIMOTHY 0. CARROLL, JR. RCE: 551 © 1998 O'Day Consultants, Inc. APPROVED 1.4 "AS-BUILT" DRAWINGS __ Os District Engineer: DATE 0' 500' CARLSBAD MUNICIPAL WATER DISTRICT 250' 1000' /()' 4/,4/ SCALE: 1" = 500' Sheet SCALE: / I ENGINEERING DEPARTMENT 30 = 500' 1 Sheets CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND 12 COLLECTOR SEER AND 20 INTERCEPTOR SEER PIPELINES (92-406) DISTRICT APPROVED CHANGES BENCH MARK: TITLE SHEET, VICINITY MAP, KEY MAP, AND SHEET INDEX Description Approved Date Description:NOS/NGS BRASS CAP. INSIDE A 4 IN. PLASTIC SCREW CAP 10 ________ ______ ______________________________________________ ________ 7• FLUSH WITH CROUND. , + t: Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 Fr, NORTH fri'.. -aj- 28176 04 .m tV+IJ,a.Sh' _______ _____ POrAL .,jp4WL.. •:).34 OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL, District Engineer: WILLIAM E. PLUMMER RCE Dote REGISTRATION EXPIRES 3/31/02 400 NW W.Yc..UD W14102- 1 FT. BELOW TRACKS, 0.5 Ft. BELOW GROUND ACCESS. '4*5.r Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT OWN BY: C.M.W.D. PROJECT NO. ii DRAWING NO. (88-602) AND (92-406) 3332GE Elevation: 46.668 Datum: M.S.L. RVWD BY: DESIGNATION 1 1307. CHKD BY:_________ 9"6 /95 F:\JOBS\971032\9732VD01 10-13-98 3:23:31 priT.EST I... . RAY RAY fn -21 CMWD GENERAL NOTES L EXENQ DESCRIPTION CM WD GENERAL SEWER NO TES 1, SUBMITTALS SHALL BE PROVIDED TO THE CARLSBAD AIUMCIPAL WA TER DISTRICT DISTRICT ENGINEER FOR THE WATER, RECYCLED WATER, AND SEVER PIPELINES SUBMITTALS SHALL BE APPROVED PR/OR TO ORDER/NC MA TRIALS FOR C0NS7RUC170N. SYMBOL DWC. NO. PROPER?)' LINE 2 THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTiNG UT/LIliES CROSS/NC THE PROPOSED WA 1ER, RECYCLED WA TER, SEVER PIPELINES AND POINTS OF CONNECT/ON PRIOR TO COMMENCEMENT OF WORK CENTERLINE .................................... .-p OR SEVER A/A/N ................. SIZE & TYPE PER PLAN...... ACCESSHOLE ...................... C.M. WD. S-i ....... .S —0------- RECLAIMED WATER MA/N ............ SIZE & TYPE PER PLAN RW WATER MAIN ..................SIZE & TYPE PER PLAN w GATE VALVE .......................C.M.WD. W-16....._____ BUTTERFLY VAL VE. .................. .C.M.WD. w-17 Ik1H BLIND FLA (GE ................................... PVCPLUG..................................... TEE....................................... THRUST BLOCK ..................................A FIRE HYDRANT ASSEMBLY ................. CM. WD. W- 12...... 2" BLOW OFF . .................... .C.M.WD. W-6 p 2" AIR-VACUUM ASSEMBLY ............... wD. W- 7 .....O " IRRIGATION RECLAIMED WATER SERI'7CE......... 2 F C. Al WD. W-4 - -- -{ REDUCER.........................SIZE PER PLAN ..... 1. ALL SEVER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE YñTH THE "CARLSBAD MUNICIPAL WA TER DISTRICT'S SEVER SYSTEM - DESIGN CRITERIA, STANDARD DRAWNGS AND SPECIFICATIONS'; LA TEST ED/liON, AND THE STANDARD SPEC/F/CA TONS FOR PUBLIC WORKS CONS TRUCTiON, LA TEST EDITION (GREEN BOOK) 2 THE CONTRACTOR SHALL OBTAIN AN EXCA VA 110/V PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 776W AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS 3 BEFORE ANY CONNECT/ON TO THE DISTRICT'S EXISTiNG SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT 4 BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WA ) A CITY RIGHT OF WA Y PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENGINEERING INSPECT/ON 48 HOURS PRIOR TO BEGINNING CONSTRUCT/ON, TELEPHONE (760) 438-3891. CM WD WATER MAIN NOTES IV FYLLLILLI .)FL.L.L WATER PIPE CML &C TYPICAL SECTION CANNON ROAD SM. 73+8800 to SM. 8544.45 NO SCALE NOTE: WA TER AND RECYCLED WATER LINES SHALL BE EPDXY COATED THROGH A/ACARIO CANYON BRIDGE CA THO TIC TEST STATION PER PLAN• R/W 1. WA TER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE JtITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS - CARLSBAD MUNICIPAL WATER D/STRIC,Y' OCTOBER 1993 OR AS AMENDED. 2 THE CONTRACTOR SHALL OBTAIN AN EXCA VA TION PERMIT FROM THE DMSION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/F/CA liON BEFORE ANY EXCA VA liON AND SHALL ADHERE TO ALL PRO WSIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS 3 BEFORE ANY CONNECT/ON OR SHUT DOHV OF VAL VES ON EXIS11NG C/IWO LINES; A PERMIT SHALL BE OBTAINED FROM THE C WD. OFF/CE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT A PRECONSTRIJCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT AT (760) 438-3891. THE CONTRACTOR SHALL NOTiFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PR/OR TO S TAR TING WORK SO THAT INSPECT/ON MA Y BE PRO WOED - TELEPHONE NO. (760) 438-3891. NO TREES OR STRUCTURES SHALL BE ALL O$fD IN THE WATERLINE EASEMENT ALL EXISTiNG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXERTIONS SHALL REQUIRE V.li'ITTEN PERMISSION FROM THE DISTRICT ENGINEER. R/W 1/)')' J:1I[1!1 7 ALL BURIED COPPER PIP/NC AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECT/ON. IF THE CONTRACTOR CONDUCTS A SOILS TEST REPORT AND DEMONS TRA TES THAT PROTECTION CAN BE PREFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER H9LL CONSIDER AN AL TERNA TIVE FORM OF PROTECTiON. PUBLIC A GENC/ES AND U TIL / TIES CM WD REC YCL ED WATER NOTES A VA AIR VACUUM ASSEMBL Y BO BLOWOFF BV BUTTERFLY VALVE CL CENTERLINE CAIL s.C' CEMENT MORTAR LINED & COA TO CONST CONSTRUCT DIP DUC17LE IRON PIPE EA EACH EXIST EXISTiNG FL FLOW/NE FL FLANGE GA GAGE CV GATE VALVE If IN PER T ELEVA liON LT LEFT MAR MANUAL AIR RELEASE MOD MODIFIED Pd PUSH JOINT PVC POL YI4NYZ CHLORIDE RT RIGHT RK RECYCLED WATER LINE 50$0 SLIP ON VELD ON TB THRUST BLOCK TOP TOP OF PIPE W WATERLINE *SP HfLDED STEEL PIPE CARLSBAD MUNICIPAL WA TER DISTRICT ...............(760) 438-3367 PACIFIC BELL TELEPHONE ....................................(6/9) 574-4317 SAN DIEGO GAS & ELECTRIC ...............................(6/9) 696-4141 CAMELS CABLE145/0N ..........................................(760) 438-7741 UNDERGROUND SER fr/CE ALERT ...........................(800) 422-4/33 SANTA FE PACIFIC PIPELINES ..............................(6 /9) 283-651/ IV 1TLLULU JILLL WATER PIPE CAlL &C !:MsJAll iY;Ilifei1 TYPICAL SECT/ON CANNON ROAD STA. 85#4445 to SM. 112+11.04 NO SCALE 082503 NOTE WATER AND RECYCLED WA TER LINES SHALL BE EPDXY COATED THROGH MA CARlO CANYON BRIDGE THE BASIS OF BEARINGS FOR THIS PLAN IS PORT/ON OF THE CENTERLINE OF CAR COUNTRY DRIVE AS SHOHN ON MAP NO. 12242, XE NORTH 67'J0'37" EAST R/W RAY If) 1. ALL RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE VñTH THE "CARLSBAD RECLAMA liON WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMA/ENDED. 2 THE CONTRACTOR SHALL OBTAIN AN EXCA VA TION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PRO WOE PROOF OF OSHA NOT/F/CA liON BEFORE ANY EXCA VA liON AND SHALL ADHERE TO ALL PRO friS/ONS OF THE STATE CONSTRUC17ON SAFETY ORDERS 3 BEFORE ANY CONNECTION OR SHUT DO/ OF VAL VES ON EXIS11NG CM WD. LINES, A PERMIT SHALL BE OBTAINED FROM THE CM WD. OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT 4 A PRECONSTRUCTION CONFERENCE MEETiNG SHALL BE HELD A MINIMUM OF SEVEN (7) DA YS BEFORE CONSTRUCTION BEGINS CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT AT (760) 438-3891 FOR SCHEDULING 5 THE CONTRACTOR SHALL NOTiFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MA Y BE PRO fr1DED - TELEPHONE NO. (760) 438-389/. 6. NO TREES OR STRUCTURES SHALL BE ALLOYED IN THE RECYCLED WATERLINE EASEMENT ALL EXI511NG TREES AND STRUCTURES SHALL BE REMOVED PR/OR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE V,'ITTEN PERMISSION FROM THE DISTRICT ENGINEER 7 ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF THE CONTRACTOR CONDUCTS A SOILS TEST REPORT AND DEMONS TRA TES THAT PROTECTION CAN BE PREFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER H9'LL CONSIDER AN AL TERNA TIVE FORM OF PROTECT/ON 8 PRO VIDE CA THUD/C PROTECT/ON TEST 5 T TIONS Vñ-/ERE SHOfN ON PLANS FOR RECYCLED WATER LINE APPROVED "As—BUILT" DRAWINGS 'V REFERENCE DRA WIN EXIST 12" WA TER (VEST END OF CANNON) ................................. JJJ-2F EXIST 20" RECYCLED WA TER (HEST END OF CANNON) .............. 333-2F EXIST 8" SEVER (VEST END OF CANNON) ................................... JJJ-2F E..7ST 36" WA TER (EAST END OF CANNON). ................................ CRAIbf0 85-101 EXIST 21" SEVER (EAST END OF CANNON) ................................. /44- 7A & 246-1 KELL Y RANCH VILLAGE 'E' IMPROVEMENT PLANS ......................... 363-3 KELL Y RANCH I4LLAGE 'E' GRADING PLANS ................................. 363-JA &L District Engineer DATE CARLSBAD MUNICIPAL WATER DISTRICT - IV ,,L1_L..q_L1 .jIL_L.L. (YnIERE SHOHN ON PLANS) WA TER PIPE COL & C TYPICAL SECTION CANNON ROAD STA. 112+11.04 to STA. 124+8638 NO SCALE NOTE.' WA TER AND RECYCLED WATER LINES SHALL BE EPDXY COATED THROCH MACAR/U CANYON BRIDGE Sheet ENGINEERING DEPARTMENT 30 Sheets CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS PHASE 2 (88-602) AND REACHES SAH 1 & 2 SOUTH AGUA HEDIONDA INTERCEPTOR (92-406) (oFESSi An NO. 55381 * EXP. 12/31/00 OF ki * DESIGNED BY: K.H. DATE: FEB. 1998 DRAWN BY: D.M. SCALE: AS SHOWN No. PROJECT MGR.: T.C. JOB NO.:97-1032 0/ C 0 N S U L 5900 Pasteur Court Civil Engineering Suite 100 Planning Carlsbad, Coifornia 92008 Processing 760-931-7700 Surveying Fox:760-931 -8680 Date ENGINEER OF WORK: DATE:f3fr TIMOTHY 0. CARROLL, JR. RCE: 55 81 DRAWING NO. 333-2GE SYMBOL LEGEND, GENERAL NOTES BASIS OF BEARINGS, PUBLIC AGENCIES AND UTILITIES 28176 District Engineer: WILLIAM E. LUMMER RCE REGISTRATION EXPIRES 3/31/02 [WN BY: C.M.W.D. PROJECT NO. CHKD BY: (88-602) AND (92-406) ro RVWD BY: © 1998 O'Day Consultants, Inc. F:\JDBS\971032\9732WD02 10-12-98 4:16:13 pm EST DISTRICT APPROVED CHANGES BENCH MARK Description Approved Dote Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP or, u,wt tOQ ID AW09C7 /.2-17 FLUSH WITH GROUND. j)p _______ _____ Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT NORTH D _______ _____ 11 kvlm &M .;4. OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 Fl. EAST OF THE RAIL, &o rzmc. _______ 1 FT. BELOW TRACKS, 0.5 FT. BELOW GROUND ACCESS. 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Min 1 S flI — SIU, $fl ,• - - _ - -_ _ p r,1_ a... ra - 0--.— - aau..c flU .".fl 'a La,F .,' a - I - . .V .,'J a . a - .._______u s u fl vv Ira - •-.- — 5flfl flflflfl flflflfl- at -' . .Us Ufl_flfl i w . ' a i . i . . 'U '' 'U I I u a - - IMF -. fl CS • us I I - U - I - U — • U I a i - - a. a a U - a a . .1 •I - I II I . a a a 'a C fl aa U £ • -_ — . 1 — i w a i s . . - U U va I nns L8_j MJOW'I2T c"on q71c1c1 /2 M 11. F. r,i 11 , I 4A MAU :i £ I all Stt. .HL.tI i() IQt r2LIAeCl i ertaJr C irr I 1 W . WK: IJHAU / FUTURF ANNóN RAt/fl I I I, 0 f~~ S r t UGW7& NI ,v 0; A!yl*~- S (4 t Ow 7-4 71% 4 0 f .11 Li m 1p"mmob h -m 14, 11 pa mRs., Apo "m. mi llill; I",b ROME 11 pil- r 6A: 1-4 Fill &I ®r I I on" 'Now, 0 ff will Hil MEMO TWO "i All P, Imp - NA." I AA _ MEMO WOW WWI MEW "a mom NA mill mom I)11!Iiiti:ij - -A I Milli _ TIRRITRIM fAm"winge 7 _ "OAJ I APP I Ii LIIJLJ Li _••!I*[e1vAI- -IN __________________________________________ •! - 'Dom e J - I'EiI1.?" 082503 © 1998 O'Day Consultants, Inc. G\J0BS\991013\9732WD24D''G 11-30-01 25541 pm EST X - REF 5:9732 BA S E9 7 32PARC,97 32PR U Ff9607 UT L960 7 ST R 1,9607 ST R2 CONSTRUCT/ON NOTES: RIM ELEVATION AS SHOJW ON PLANS ,—FRAME AND COVER PER / C41bfJ SIP. DWC NO. 5-4 AlA V/All/Al cIf)c.r —PAkEMENT OkER AGGREGA TE BASE PER DWG 333-26 bo, L 4 4 ACCESSHOLE PER CM$O— STD . DWG NO. S—i b'TH [—LOCK INTERIOR LINING 4 SYSTEM A DIAMETER SEE GENERAL NOTE 2 PVC LATERAL '- PIPE ZONE ENkEL OFF PER CY*D STD. DWG NO 5-5 ROCK SHALL BE COMPACTED TO 90% "C" = 6" /11/V IF TRENCH SIDE SLOPE IS CUT BACK PER SAFETY STANDARDS, 8" 4/IN IF SHIELD IS USED. Q) INSTALL I " HELD STRIPS I-/ERE T—L OCK IS 14fLDED; If., TOP OF CHANNEL, SHAFT TO SHELF TURN BACK TO PIPE FACE, CORNERS, ETC 03 PVC TURN BACK ON PVC PIPING SHALL BE A 41/MA/U/I OF 6" 03 PVC TURN BACK SHALL BE HELD 17GHT TO PVC PIPING BY 1/2" STEEL BAND VñTH CONTACT CEMENT ADHESIVE APPLIED TO BOTH SURFACES INSTALL f A T SHEET PVC ON SHEL kES WTH CONTACT CEMENT AOHESIL'E APPLIED TO BOTH SURFACES OVERLAP PVC ONTO MANHOLE SHAFT AND CHANNEL LINER; 4fLD TO BOTH AND COMPLETE WTH 1" HELD STRIPS 03 INSTALL NONSKID SURFACE ON MANHOLE SHELF 03 INSTALL PRE FORMED CORNER TURN BACK UNDER RING 03 HfLD 4" JOINT STRIPS AND FINISH BOTH EDGES $fTH /" YIELD STRIPS ..' .. COA1PLCTC CONCRCTC C/UNNCL S//ALL CC CSTRUCTED Hf 3 / FOR/IS AND ALL CUT TI/C 691C/? 90' S//ALL DC T—LOCK LINCO. Tiff: "T" SI/ALL RUN CRT/CAL AN IN TI/C 4IANI/OLC s//ArT AND S//.4LL DR T,4CKCD A T 'rill-TC/7%1/NUS C TI/C T L OCK 03 SIDES AND ENDS OF THE BASE TO BE EITHER FORMED, SANDBAGGED OR POURED AGAINST UNDISTURBED EARTH MANHOLE SHEL kES TO BE SLOPED 1" PER FOOT TO CHANNEL. ALL LATERAL INLETS SMALLER THAN 12" DIA SHALL HAkE PVC GAS FLAPS INSTALLED IF LATERAL INLETS ARE PLACED AGAINST j1V l/V CHANNa. . .. •- .. -. •.•. ..,. - .- •. ... •.. CRTE S/IELr4NDALL ,5LJTTh'E ZLW(R 9° C//4NNEL SI/ALL /25 //PK/C4TEL7Nff,V S,QMA'/O' SYcT&41 RAE,°RDVñD E&4L. ERAL NOTES: 4 4 4. 4 4 4 \\ 4 4 4 4 4 4 INVERT ELEVATION AS SHOW ON PLANS NEW 24"PVC SANITARY SE'ER TYPICAL SEWER TRENCH SECTION 1 M2SC4LE ~25 1. THIS DETAIL IS INTENDED TO COMPLIMENT CA1O STD. DY/C NO. 5-1 AND TO BE USED IN CONJUNC17ON $TH JHA T DETAIL. 2 ACC'ESSHOLE DIAMETER SHALL BE 72 " OR 84" AS SHOHV ON PLANS -LOCK SE j- 25 R ACCESSH NO SCALE I 36" STEEL CASING 082503 " REDWOOD BOARDS CUT FI8ERGLi BOTTOM OF £ ML IL JOINT AS REO'D BOND 4fTH APP'D RESIN 455 INS :59 OR EOUAL,). TRIM GUIDE AS REWIRED TO BE FLUSH VSfTH CHANNEL WALL. BUL AIL DSLO1 CASING DETAIL 4 NO SCALE 25 DETAIL 6 PROPOSED DIVERSION A.Hi4t23 ~Z5~ NO SCALE 61. 7'RT i.., (E SS/ C)rn NO. 55381 * EXP. 12/31/00 OF * © 1998 O'Day Consultants, Inc. D ' Z. 57 r:\JDBS\971032\9732WD25 10-13-98 12:3:15 pm ES1 MARKER AND VAL kE BOX TO BE SET OUTSIDE OF GRADED SHOULDER OF ROAD. AGGREGA TE BASE AND AC PA VEX NT PER DWG 333-26 CAST IRON COVER RA TED FOR TRAFFIC C.4/. AND LABLED "WD. CP. TEST" C ///J AND VE BOX (BROOKS NO. 1-SP OR CM WD. MARKER POST APPROVED EQUAL) TO BE ADJACENT 9 TO WHITE NO. 4 CONNECT/ON WTH ) fRE RUN AS SHORT AS POSSIBLE JI I WATER/RECYCLED WA TER I MAIN IDENTIFICATION TAPE at ;'. •L 6" MIN (fl'P) 8A/AX(TYP Ci -SPR/NGLINE f•f.••. :/ BRAZE (CA D-KfLD) TO PIPE 6A/IN 7 PIPELINE SHALL BE ASSEMBLED IN TRENCH PRIOR TO BRAZING (CAD-WELD) 8 HIRE AND BONDED CONNECTIONS SHALL BE PROTECTED DURING FIELD MOTARING OF PIPE JOINTS 9. TER4/INA 1E ALL WIRES A MINIMUM OF ONE FOOT ABOVE GROUND LEVEL AND COIL EXCESS HIRE IN BOX 10 IN 14C/NITYOF VALVE BOX PLACE WIRES AT SUFFICIENT DEPTH TO PREVENT DAMAGE TO HIRES IF VAL VE BOX SETTLES It COPPER-COPPER SULFATE ELECTRODE INSTALLED ONL Y Wi-/EN SPEC/F/CALL Y REQUIRED PER PLANS TWO SUPPLIERS ARE FARKfST CORROSION, GARDENIA, CA, AND HARCO CATHODIC PROTECT/ON, HUNTiNGTON BEACH, CA, 12 WIRE TYPE - IF UF HIRE IS NOT A VAILABLE IN COLOR REOVIRED, AL TERNA TES ARE TW OR THW HAND PLACE A/A TERIAL UP TO SPRINGLINE OF PIPE GENERAL NOTES: 1, ALL TEST CONNECTIONS ON STEEL PIPE TO BE MADE A T EXPOSED FIELD JOINTS 2 LEAD WiRES SHALL BE 5 FT DEEP THROUGH ROAD SHOULDER J. VALVE BOX SHALL BE LOCATED WITH THE BACK OF THE VAL VE BOX ON THE PROPERTY LINE (IN STREET RIGHT OF WAY) EXEPT AS OTHER- WISE DIRECTED BY ENGINEER LEAD WiRES IN VALVE BOX SHALL BE ORIENTED IN THE SAME RELATIVE POSIT/ON AS THE CONNECTION TO THE PIPELINE SYSTEM ALL E T LEADS SHALL BE COLOR CODED AS FOLLOWS': NO. 4 WIRE SHALL BE WHITE NO. 12 WIRE SHALL BE YELLOW BLACK & GREEN (YELLOW & HI-/ITE SHALL AL WA YS BE PLACED ON THE NORTH AND EAST SIDE) NO. 10 WIRE SHALL BE RED. PIPE SHALL BE CLEANED TO BARE METAL PRIOR TO BRAZING (CAD- IWLD). OF LEAD WiRES TO PIPE CYLINDER TYPICAL WATER/RECYCLED WATER TRENCH SECTION 7 NO SCALE 26 NO 10 UF WRE, RED I L..------No 12 UF SOLID !+7RE, YELLOW (FOR USE WiTH I C-CSO4) I I NO, 4 UF STRANDED WiRE, WHITE SUPPLIED BY N MANUFACTURER S.- N _I I ll $ I I ONE PIPE I LENGTH I J,t NOES: 1, BACKFILL IN TRENCH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 953v 2 SEE SPECIFICA TIONS FOR PLACEMENT OF BACKFILL IN PIPE ZONE END '1EW J'JaJL C TEST STATION NO SCALE a 2'- 0" WIN TRENCH WiDTH TRENCH KWTH 2 16 fA CE & EACH SIDE OF PIPE 2 16 FACE.,& EACH SIDE OF PIPE 082503 iIMIIIIII EACH FACE TOP & BOTTOA/ _g. 1'.' .-. S ' - S' 'D --.. T . -' 23¼"00x 16,/IDx 1" THICK STEEL RING PLA TE AEZD ALL AROUND THE PIPE / ff6 EACH FACE, TOP & BOTTOM *1 ER MA 167'POTA 17 J1/ODx24 7/8 "IDx 1" THICK STEEL RING PLA TE AELD ALL AROUND THE PIPE ED CONCRETE ? - - - - 'D • " . 'S • - - I'. * 0/ a a a a • NOTE PLACE ALL CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND 5/DES AND THE PIPE TO BE RESTRAINED NOTE PLACE ALL CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDES AND THE PIPE TO BE RESTRAINED ACH F Fil c:i 4 "OCEACHFACE PLAN PLAN bJ FACE CH SIDE OF PIPE A I L (,9 ~~2V NO SCALE IL (70 ANCHOR BLOC 26) NO SCALE ESS, rn NO. 55381 ' * EXP. 12/31/00 * vHOQF VI © 1998 O'Day Consultants, Inc. DOW 26 10 F:\JDBS\971032\9732\/D26 10-13-98 12:24:46 pm EST - 2 CL CANNON ROAD 6'-8" (R) 5'-7" (16" w) J'-1/2" (8" K') 1'_ 2' 1-J,/2"(RK) EXPANSION = 8 (+4': -4') J R R Y2. 1'-5(16" W) 2'-8/4 "(8" w) DIP 'ER 8': 16 "OR 24" FL EXTEND, DOUBLE BALL, SEISMIC EXPANSION ASSEMBLY .V2 (15" w) 2'-8 4 "(8" W) 2" A. VA. KI-/ERE SHOW ON PLANS PER CA/KV 0KV W-Z MODIFIED PER DETAIL 8"D./P. WA TER NOTE: SEE DWG 333-26 FOR PIPE SUPPORT DETAILS & SECTION 13-13 L OCA TIONS AGUA HEDIONDA BRIDGE NO SCALE POUR CONCR AGAINST UN- DISTURBED S 1 ,7V rLI11vu1 /VV W1 RESTRAINED JOINTS (IN ,,)/'TI VLI BEDDING .1 L 6" UIN / -f HORIZONTAL BENDS TEES AND DEAD ENDS SECTION A-A HORIZONTAL BENDS & TEES PIPE INSTALLATION (8" & 16" WATER & 24" RECYCLED WATER) AT AGUA HEDIONDA BRIDGE ABUTMENTS 12 NO SCAlE 27 READED 90' 2-16 REINFORCING RODS SHAPE TO FIT COAT w/ 20 MIL S il/N OF PITTC'HEA/ TARSET EXTEND CONCRETE TO COVER RODS 082503 CLASS "8' CONCRETE OUTLET ASSE/i PER CA/KV Sfl NOTE PIPE SLJPPCWT DETAILS ARE FOR REFERENCE (AVL Y ENGINEER CT IfVRK FOR THIS PROLECT IS NOT RE.9'CW98LE F64' THE DESIGN VERTICAL BENDS CONCRETE THRUST BLOCK (CLASS '8" CONCRETE) 16" DIA. POTABLE WA TER LINE (RIGHT SIDE) 24" DM. RECYCLED WA TER LINE (LEFT SIDE) THRUST BLOCK TABLE I.D. INCHES TEST PSI 22 1/2 HOR. VER. Li x L2 C.Y. HOR. Li x 45' L2 VER. C.Y. HOR. Li x 90' L2 VER. C.Y. DEAD END & HOR. Li x L2 TEE VER. C.Y. 8 250 35 22 1.5 4.9 31 28 65 4.1 4.0 5.4 35 4.0 12 250 5.2 3.3 5.1 73 4.7 95 9.6 62 134 81 53 134 16 250 5.9 4,4 9.1 9.8 5.2 16.8 129 82 238 11.0 69 238 24 250 1 10.3 5.5 20.5 1 14.6 9.3 J79119.5 12.2 53.5 15.5 103 53.6 NOTE ITEMS 5,8 & 9 REFER TO CA/H7 STD. DWG W-7 8': 15" OR 24" 0,/P PER PLANS GAL V STEEL STRAP ALL OW PIPE FRE5 TO SLIDE x 8" NEOPRENE STRIP COAT TOP - W/ GREASE BOND TO CONCRETE COVER W1 10" 15 GAGE GAL V SHEET METAL FORMED TO FIT OUTSIDE DIA. OF PIPE ½ "DIA BOL T TOT 2 EA SUPPORT W/ GAL VAMZED STEEL NUT & WASHER 4"TYP r 2 - 14 EA SIDE GN- NOTE: THIS THRUST BLOCK INFO/WA T/ON IS INTENDED TO CO/Ø'PL EA/ENT C4149 STD. DWC. No. W- 15 AND TO BE USED IN CONJUNCT/ON $ITH THAT STANDARD MODIFIED A.V.A. DETAIL NO SCALE Fj~ THRUST BLOCK DETAILS NO SCALE 2 -14-) RADIUS TO A/A TCH CD. OF PIPE NOTE: 1. ALL METALS TO BE GAL VAMZED AFTER FABRICA TION 2 FOR OTHER DETAILS NOT SHOW, SEE DRA K7N6 J3i-2G 3 PIPE SUPPORTS TO BE CONSTRUCTED HORIZONTAL PIPE SUPPORT DETAILS PER 0KV 333-20 NO SCALE (WATER ND RECLAIMED WATER) i0sst NO. 55381 ) * EXP. 12/31/00 * © 1998 O'Day Consultants, Inc. 73)'.. Z04 B t F:\J0BS\971032\9732WD27 10-13-98 12:26:05 pm EST 14'—O" ELECTRIC SERVICE METER PEDESTAL, SEE DETAIL \EET 29 HCL 490 HGL 375 LOCATE LIGHT SWITCH AND AND BLOWER TIMER SWITCH WITHIN 1.5 FEET OF HATCH OPENING ,- PROVIDE AND INSTALL 3/4" CRUSHED ROCK, MINIMUM / DEPTH OF 4 INCHES, 4 FEET AROUND THE PROPOSED / PRESSURE REDUCING STATION IMPROVEMENTS. FINISH / GRADE OF CRUSHED ROCK TO MATCH GRADES OF SURROUNDING IMPROVEMENTS. ,- EL. 40± -.. H HATCH OPENING I__I O.C. 31-3)0 UiIVI1t'in - Ii NAa'OiNiU, Iii. TOP O F PIPE INN - iMiIII -_:mII1 0 38 2 . " STEEL WATER, SEE SHEET 21 21 1 23 FOR CONTINUATION 35 33 to 1IW 0 • — I - II _~TELEMETRY ENCLOSURE, SEE NOTES SHEET 29 WI h P i1 .ii ME ii• j _ _ J 11 : '. ,• - , , - =i= I4 ii • • I • • I • - - I. • I• • TOP OF PIPE EL. 32.0' 18" PVC STORM DRAIN, SEE SHEET 21 FOR CONTINUATION PRESSURE REDUCING STATION PLAN MATERIALS LIST NO. OTY. 1 EA. 16" X 12" X 6" FABRICATED 10 GA. STEEL COMBINATION TEE, BEND,AND SPOOLS WITH THRUST COLLARS PER DRAWING, WELDED JOINTS, CLASS 150 FLANGES. 4 EA. 3" X 3/8" STEEL ANCHOR PLATE WELDED TO OUTSIDE OF PIPE. 4 EA. SLIP ON/WELD ON FLANGE, CLASS 150, SIZE PER DRAWING. 2 EA. 12" GATE VALVES, AMERICAN FLOW CONTROL SERIES 500, CLASS 150 FLANGES, WITH HAND WHEEL. 2 EA. 12" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR LINED, CLASS 150 FLANGES. 4 EA. PRESSURE GAUGE - ASHCROFT - 3 1/2" - 1009A 1/4 PER GAUGE DETAIL. 3 EA. STYLE 77 VICTAULIC COUPLING, SIZE PER DRAWING. 1 EA. 12" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE, CLA VAL MODEL 92—G-01 BCKC, D.I. BODY, S.S. TRIM, CLASS 150 FLANGES, EPDXY COATED INTERIOR AND EXTERIOR, WITH X117C VALVE POSITION TRANSMITTER, CRD 30-300 SPRING RANGE, CRL 20-200 RANGE. 1 EA. 12" STEEL FLANGED SPOOL. CLASS 150 FLANGES, 10 GA. STEEL WITH MORTAR LINING. 1 EA. 12" X 12" X 8" FABRICATED 10 GA. STEEL TEE MORTAR LINED WITH CLASS 150 FLANGES. 1 EA. 16" X 16" X 6" AND 16" X 12" PREFABRICATED 10 GA. STEEL COMBINATION TEE, REDUCER, AND SPOOLS, WITH THRUST COLLARS PER DRAWING, WELDED JOINTS, CEME MORTAR LINED AND COATED. 2 EA. 6" FLANGED GATE VALVES, AMERICAN FLOW CO SERIES 500, CLASS 150 FLANGES, WITH H HEEL. 2 EA. 4" FLANGE X VICTAULIC STEEL SPOO GA., MORTAR LINED, CLASS 150 FLANGE. (13 1 EA. 4" CLA VAL PRESSURE REDUC ND PRESSURE SUSTAINING VALVE MODEL —01 BCKC, D.I. BODY, S.S. TRIM, CLASS 150 GES, EPDXY COATED INTERIOR AND EXTE , WITH X117C VALVE POSITION TRANSMITTER, CR —300 SPRING RANGE, CRL 20-200 RANGE. 2 EA. 4" X 6" S FLANGED REDUCER, CLASS 150 FLANGES, 10 GA. STEEL WITH MORTAR LINING. 1 EA. 8" GATE VALVE, AMERICAN FLOW CONTROL SERIES 500, CLASS 150 FLANGES, WITH HAND WHEEL. 1 EA. 8" PRESSURE RELIEF VALVE, CLA VAL MODEL 50—A-01 BSKC, D.I. BODY, S.S. TRIM, CLASS 150 FLANGES, EPDXY COATED INTERIOR AND EXTERIOR, CRL 20-200 PSI RANGE. GENERAL NOTES SCALE: 1/2" = 1'-0" NO. QTY. NO. QTY. 2 EA. 8" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR --- T USED LINED, CLASS 150 FLANGES. A. 6" 10 GA. STEEL VENT PIPE, PRI PAINT ABOVE 8" PRESSURE RELIEF DISCHARGE LINE, FABRICATED, 10 GROUND. CA. STEEL MORTAR LINED AND PORTION MORTAR COATED, 2 EA. 6" STEEL INTAKE AIR CAP AND PIPE, AL A TO DISCHARGE BASIN. FOUNDRY, MODEL NO. A-2163, GALVANIZED PRIME AND PAINT. 1 EA. SUMP PUMP "LITTLE GIANT" 1/4 HP AUTOMATIC, MODEL 6—CIA. IS 8 EA. ADJUSTABLE GALVANIZED PIPE SUPPORT, FEE AND MA FIGURE 291, (SIZE AS REQUIRED). INSTALL FOUR P1 1/2" COPPER TUBING TYPE K (HARD) WITH PRO VE SUPPORTS FOR EACH PIPE RUN. DRILL 1/4" WEEP HOLES WRAPPING. IN PIPE SUPPORTS TO DRAIN WATER/MOISTURE. 1 EA. FANTECH MODEL FR150 PLASTIC CENTR IN—LINE DUCT FAN, GRAINGER PART NO. 5C CONTRACTOR TO PROVIDE MOUNTING BRACKETS AN PORTS AS NEEDED. 2 EA. 6" PVC VENT PIPE AND 90 EE BEND. 2 EA. 6" PVC X STEEL AD NOT USED 1 EA. PRECAST ETE VAULT WITH INTEGRAL SUMP. SLOPE VAULT R 2 PERCENT TOWARD SUMP. DESIGN FOR PA LOADING INCLUDING REINFORCED CONCRETE I COLLAR WALLS (PER DRAWING). ( 1 GALVANIZED STEEL LADDER (ALHAMBRA MODEL NO. A NOTA PART — 3400). 1 EA. BILCO LADDER—UP SAFETY POST. 1 EA. 72" X 72" CHANNEL FRAME DOUBLE LEAF ALUMINUM HATCH FOR PARKWAY LOADING, BILCO OR EQUAL. RUN HATCH DRAIN TUBE TO SUMP. 1 EA. BLOWER TIMER. 082503 ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DISTRICT ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR, SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FABRICATION. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME AND COVER SHALL BE DESIGNED IN CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE OF A PRECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. FORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. ALL SSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH S LE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. CLOSE ALL HASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOO D EVEN. APPROVED "AS—BUILT" DRAWINGS t:i W.E. 1 \\FILE SERVER\FS\DWG\534001 \KRPRS—M 1 .DWG 08-31-98 16:08:45 () 1 EA. SWITCH. III District Engineer: DATE 2 EA. SALDA NO. 460-2. 100 W LAMP HOLDER, WALL MOUNTED. CARLSBAD MUNICIPAL WATER DISTRICT 2 EA. DUPLEX OUTLETS. 1 EA. 36" DIAMETER PRE—CAST CONCRETE RINGS. ENGINEERING DEPARTMENT 30 Sheets 1 EA. 36" DIAMETER GALVANIZED STEEL GRATE, ALHAMBRA CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS FOUNDRY, MODEL NO. A-1558-36. REACHES SAH 1 & 2 SOUTH AGUA HEDIONDA INTERCEPTOR SEWER (92-406) PLANS PREPARED BY DESIGNED BY: A.0. DATE: APRIL 1998 - DISTRICT APPROVED CHANGES BENCH MARK PRESSURE REDUCING STATION DRAWN BY: R.L.K. SCALE: AS SHOWN NO. Description Approved Date Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP ____________________________________________ __________ _______ FLUSH WITH GROUND. C.5 WILSON ENGINEERING PROJECT MGR.: A.0. JOB NO.:97-1032 _______________________________________ Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH 28176 4015 CONSULTING ENGINEERS - OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF THE RAIL, ________________________________________________________ Date ________________ District Engineer: WILLIAM E. C: 3/31/99 * 703 PALOMAR AIRPORT ROAD, SUITE 300 ENGINEER OF WORK: _______________________________________ _________ ______ 1 . BELOW TRACKS, 0.5 . BELOW GROUND ACCESS. REGISTRATION EXPIRES 3/31/02 jVjt\, -N-Drawn: or ctot,- CARLSBAD, CA 92009 (760) 438-4422 Z /— - Record From: SAN DIEGO NORTH COUNTYCONTROL BOOK, CONTROL POINT i CMWD PROJECT NOS. DATE:/O— DESIGNATION T 1307. Checked: I ANDREW OVEN RCE: 41015 LI iLu1T SHIFT 4-21-99 Elevation: 46.668 Datum: M.S.L. DOW OZ 6 dk I (88-602) AND (92-406) ASHCROFT 3 1/2 ----s 1009 A 1/4" PRESSUR GAUGE 0-300 PSI DOWNSTREAM 0-300 PSI UPSTREAM 1/4" GAUGE COCK 126 1 X 1"/4" BRASS BUSHING 1" CL 3000 STEEL COUPLING 1" NIP X FIP BALL CORP (FORD FB 17 JONES j—,i4 'TI -- CANNON ROAD FROM PRESSURE RELIEF VALVE PIPING PER PLAN GAUGE DETAIL NTS DISCHARGE BASIN DETAIL SCALE: 1/2" = 1'—O" SERVICE METER PEDESTAL, SEE DETAIL THIS SHEET N / / / 7 ) II I \\ TELCO JUNCTION BOX (8"x8"x6") ATTACH TO SIDE OF PEDESTAL 0ER SERVICE PHASE 120/240 VAC S ME—UG 125 SERVICE PEDESTAL WITH 100 AMP MAIN (CIRCUIT SCHEDULE AS SHOWN) / ri I In ir WATERLINE, FOR )N SEE SHEET 21 ui6nl.uuuu f 6 2" 6"____ I 1 2" CONDUIT TO TELCO SOURCE PROVIDE A ALL 3/4" CRUSHED ROCK, MINIMU INCHES, 4 FEET AROUND THE PRO PRESSURE REDUCING STATION I MENTS. FINISH GRADE OF CRUS CK TO MATCH GRADES OF SURROU IMPROVEMENTS 2" ELECTRIC CONDUIT TO WATER VAULT I \ \ \ CONCRETE DISCHARGE BASIN FOR PRESSURE RELIEF, SEE I ' DETAiL THIS SHEET \ \ I 8" PVC STORM DRAIN FOR, " I CNTItUJAflQN SEE SHEET 21 \ I \ L__ PRESSURE REDUCING STATION, SEE SHEEN2. I \\-16" STEEL WATERLINE, FOR I CONTINUATION SEE SHEET 21 2" PVC ELECTRIC—/ CONDUIT WITH PULL ROPE TO SDG&E TRANS. 2" TELCO CONDUIT TO WATER VAULT SERVICE METER PEDESTAL DETAIL NTS CIRCUIT SCHEDULE: CIRCUIT 1 20 AMP LIGHTS AND OUTLETS CIRCUIT 2 20 AMP TIME CLOCK AND FAN CIRCUIT %hhh, 3 20 AMP SUMP PUMP CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT NOTE: TYPICAL FOR EXHAUST VENTS ALSO AIR VENT PIPING DETAIL SCALE: 1/2" = 1'—O" 825O3 PRESSURE REDUCING STATION SITE PLAN SCALE: 1" = 10' MODEM 340 LACES 325) I1D88OA THIS IS A PR ABLE MODEM THAT CAN BE USED ON 2 WIRE (UP TO 19.2K BPS) R WIRE (UP TO 9.6K BPS). THIS IS THE MODEM TO BE USED REMOTE FIELD SITE. MODEM 3400 (REPLACES 3 MD880C THIS MODEM IS THE SAME AS BUT IS INSTALLED IN A RACK IN THE CONTROL CENTER. ELECTRICAL AND CONTROL EQUIPMENT NOTES THE VAULT IS CLASSIFIED AS A WET, OUTDOOR LOCATION. INSTALLATION AND MATERIALS SHALL MEET NECA AND NEC STANDARDS AND CODES. CONTRACTOR SHALL SUBMIT CONTROL EQUIPMENT SCHEMATIC AND WIRING DIAGRAM FOR REVIEW BY CARLSBAD MUNICIPAL WATER DISTRICT BEFORE PURCHASE AND INSTALLATION OF ELECTRICAL AND TELEMETRY EQUIPMENT. PROVIDE THE FOLLOWING 0P1022 TELEMETRY EQUIPMENT INSTALLED AND TESTED IN THE TELEMETRY FIELD ENCLOSURE: 1 - AC7A 1 - SNAPB12M 1 SNAP—PS5 NOTA PART 1 - SNAP—PS24 1 - SNAP - B3000 1 - OAC5 110 VAC OUTPUT MODULES 2 - IAC5 110 VAC INPUT MODULES 2 - AIV 0 TO 10 VDC INPUT MODULES APPROVED "AS-BUILT" DRAWINGS MODEM HARDWARE AVAILABLE AT: BLACK BOX CORP. P.O. BOX 12800 PITTSBURGH, PA 15241 PHONE (412) 746-5500 FAX (800) 312-0746 CUSTOMER #103925184 CONTACT # 109544468 THE TELEMETRY EQUIPMENT ENCLOSURE SHALL BE A HOFFMAN ENCLOSURE WITH BACK PANEL, 30" HIGH X 24" WIDE X 12" DEEP, NEMA 4X, OR EQUAL, WITH 12" HIGH MINIMUM MOUNTING LEGS. INCLUDE A MINIMUM 6—HOUR UNINTERRUPTABLE POWER SUPPLY SOURCE. THE UPS SHALL BE HOUSED IN THE TELEMETRY EQUIPMENT ENCLOSURE. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. a MUNICIPAL WATER DISTRICT District Engineer DATE re;e ENGINEERING DEPARTMENT I 30 I Sheets PRESSURE REDUCING STATV' " TA TABLE UPSTREAM DOWNST 1 MINIMUM CONTINUOUS MAXIMUM CONTINUOUS VALVE SIZE FLOW RATE, (PER FLOW RATE, (PER HCL PRESSURE HIS RESSURE MANUFACTURER) GPM MANUFACTURER) GPM 12' pIp,:_ MODEL 2—01 490 197 375 147 400 7,000 MODEL 92-01 490 375 147 50 800 8" RELIEF MODEL 50-01 380 150 - - - 3,100* OPT022 I/O HARDWARE AVAILABLE AT: OPTO 22 CONTACT: LAURA JANIS 43044 BUSINESS PARK DRIVE TEMECULA, CA 92590 PHONE (800) 452-6796 SURGE = 7,000 GPM CANNON ROAD WATER AND RECYCLED WATER TRANSMISSION MAINS REACHES SAIl 1 & 2 SOUTH AGUA HEDIONDA INTERCEPTOR SEYIER (92-406) PRESSURE REDUCING STATION PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 DESIGNED BY: &O. DATE: APRIL 1998 - DISTRICT APPROVED CHANGES DRAWN BY: R.L.K. SCALE: AS SHOWN No. Description Approved PROJECT MGR.: A.O. JOB NO.: 97-1032 ENGINEER OF WORK: DAM/0—t?- If ANDREW OVEN RCE: 41015 4 DELT( 5//lET 4-2/,99 47 - 28176 /g District Engineer: WILLIAM E. PLUMMER RCE Date REGISTRATION EXPIRES 3/31/02 Drawn: CMWD PROJECT NOS. Checked: (88602) AND (92-406) BENCH MARK Date Description:NOS/NGS BRASS CAP, INSIDE A 4 IN. PLASTIC SCREW CAP FLUSH WITH GROUND. Location: 4.0 MILES NORTH ALONG THE A.T.S.F. RAILROAD, 500 FT. NORTH OF THE PALOMAR AIRPORT ROAD OVERPASS, 14.1 F. EAST OF THE RAIL. 1 FT. BELOW TRACKS, 0,5 FT. BELOW GROUND ACCESS. Record From: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT DESIGNATION T 1307. 7Q. Ievation: 46.668 Datum: M.S.L. WF i \\ni c- nw n-i- i•n•n DOMP Z44t t k %5rAt4roTj~ 9. i1l YA•U5 iU ii r a1I1Wd'1 uu iv Fill ir 115 1W • II VA hII IIMMMM,MklmmlLl i'i• II IL ii. WA • Ir a kUIVaIAJ uu .L.'ai aIu ItWA NNO I1 ho I ub •• ui•w _WE . - ', r&w p4p —• is. wA • mmmm ir. n'q• RI IU I5 I.lii.__ l___II____• ,uI,__I•____. airrai, r Wa 1 UIYIrUIII P ..iU 5ULUUIP I dl IUUiI.i•WAIZR NINE IitmIIIUui PJ_, iIIlU•!i1 a;aii.A%JvI ., jva, Lr r . . 'j.- ra r .i - t _2. — •4 hVI • I a rays, '7r fl I • - ii IN NOR 1% . - -- - - -i •_ U V' A' 1. rF l1Iafi v'*v - FI'J'.u!IlrF V 4IaPI& 1-4 jfjjFjAjA ,.r'a.TaØ' vl._' I4L 'Tht'Pl'.. (AA of 11 I w 93 V I Usw Z(056 CA I', AlskdrPVALOO ~ "' C, f--' I PROJECT VICINITY CONSTRUCTION PLANS FOR CANNON ROAD FORCE MAIN AND GRAVITY SEWER RIVERSIDE ......i...-::..:_ -- SAN ESCONDIDO COUNTY MEXICO VICINITY MAP NOT TO SCALE SUBMITTED BY: DANIEL BOYLE ENGINEERING, INC. PROJECT MANAGER: DANIEL G. SMITH R.C.E. 37682 DATE (EXPIRES DECEMBER 31, 2004) CCIP 35831) CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN J. KULCHIN -MAYOR PRO TEM RAMONA FINNILA -COUNCIL MEMBER MA TT HALL -COUNCIL MEMBER JULIANNE NYGAARD -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER ROBERT J. GREANEY LAGOON PALOMAR PROJECT LOCATION DEPUTY PUBLIC WORKS DIRECTOR FOR MAINTENANCE AND OPERATIONS LOCATION MAP SCALE: 1" • 2000' WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN SEPTEMBER 2001 ''RECORD DRAWING" /d,LM.i. I: ~,. • -9--:AS-dl P.F:.2Bnr, ExP. ;s-"3L· o~ DATE ~ CITY OF CARLSBAD I SHEETS I 1----+---+--------------+----t----t--+-----l L_!_J ENGINEERING DEPARTMENT IQ 1---+--+--------------+----t----t--t----l t-----+---+--------------+----t----t--+-----l SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD TITLE SHEET ~ »ANIEL noYLE ENGINEERING, INc. RE;tJ.EaW.EV"']_ A~..)..l-..ZBit'UBBS r/4,fa/ ~t---:=:-----:-:Un-.d:-er-gr-ou--nd"7T"-CO-NT-RA-CT-OR-S-HA-LL-NO-TI-FY-, Civil Engineering Services ~ ~ tt/,0/03, t-----+----+--------------+--t----t----+-------l CITY ENGINEER PE 23889 EXPIRES 12 31 01 ✓DAfi: ~ Service Alert UNDERGROUND SERVICE ALERT A 3142 Vista Way, Suite 303 INSPECTOR DATE AS·/JUILT H/ OWN BY: MJR PROJECT NO. I 3DR9AW6IN_G N20. Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO O 92056 (7 ) 8710 DATE INITIAL DATE INITIAL DATE INITIAL '.; BEGINNING ANY CONSTRUCTION ceanside, CA 60 433-REVISION DESCRIPTION CHKD BY: oos 35831 "' 1-B00·227-ZIOO WORK. SEE GENERAL NOTES FNGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV\JD BY: DGS SL~~~Jrw;ow~ORjKJ•~a;o•~v•L~~~~~~.L-----------------------------------------------------==--__!~~~~~==~~~~~~===~~~~~~~~~~~~~~~=~~~==;~~~~ T BEFORE YOU OIG FOR FURTHER INFORMATION. 015-106-03 D-542 r <l r 0 --' CL STANDARD SYMBOLS -----ct------------w------ -----RW----- ---RW------ ------s------ ------FM------ ---FM--- ------l/CTV---~ --- -----· --F/0------- -------G------- ----· ---···--· HPG---· -- ------------- ~--·~---,-·-------····-- ------_____ ,, _______ -~ ··- • e-----• @-----o . --------[_:::}-------- c~~) CENTERLINE PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE • SIZE AS INDICATED PROPOSED RECLAIMED WATER LINE • SIZE AS INDICATED EXISTING RECLAIMED WATER LINE -SIZE AS INDICATED EXISTING GRAVITY SEWER LINE -SIZE AS INDICATED PROPOSED SEWER FORCE MAIN -SIZE AS INDICATED EXISTING SEWER FORCE MAIN • SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING POWER CABLE EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING UNDERGROUND TELEPHONE/CABLE TV CONDUITS EXISTING UNDERGROUND FIBER OPTIC CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB AND GUTTER EXISTING EDGE OF PAVEMENT IE.P.I PROPOSED GATE VALVE EXISTING WATER VALVE PROPOSED BUTTERFLY VALVE EXISTING FIRE HYDRANT (F.H.I EXISTING WATER METER IW.M.I -SINGLE EXISTING WATER METER IW.M.I -DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE ANO VACUUM RELIEF VALVE PROPOSED MANUAL AIR RELEASE VALVE EXISTING MANUAL AIR RELEASE VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC PROTECTION TEST STATION EXISTING CATHODIC PROTECTION TEST STATION EXISTING CATCH BASIN (C.B.I EXISTING MANHOLE (M.H.I EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING TREE ~~ r·(:}·1 L.:_J EXISTING MEDIAN PLANTER ffi DENOTES DETAIL NUMBER W--------DENOTES SHEET NUMBER PUBLIC AGENCIES AND UTILITIES UNDERGROUND SERVICE ALERT CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD ADELPHIA COMMUNICATIONS PACIFIC BELL SAN DIEGO GAS 8 ELECTRIC 18001 227 -2600 1760) 438-3367 1760) 438-3367 1760) 438-7741 16191 574-2066 18581 636-5716 BENCH MARK DESCRIPTION: NOS/NGS BRASS CAP INSIDE A 4" PLASTIC SCREW CAP SET FLUSH WITH GR·OUND LOCATION: 4.0 MILES NORTH ALONG THE ATSF RAILROAD, 500 FT. NORTH OF PALOMAR AIRPORT ROAD OVERPASS, 14.1 FT. EAST OF EAST RAIL, 1.0 FT. BELOW TRACKS, 0.5 FT. BELOW GROUND ACCESS RECORD FROM: SAN DIEGO NORTH COUNTY CONTROL BOOK, CONTROL POINT Tl307 ELEVATION: 46.668 DATUM, MSL BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS A PORTION OF THE CENTERLINE OF CAR COUNTRY DRIVE AS SHOWN ON MAP NO. 12242, I.E. N67°30'37"E, IN ACCORDANCE WITH AH AWWA BC eve CIP CMWD DIA. DWG. E EC EVC 8B HDPE HORIZ. INV. LF MIN. N NO. O.D. PT. PVC PVI RCE RT. RW s SD SDR ST. STA. T/CTV TYP. vc VERT. w 't. 4 ABBREVIATIONS ACCESSHOLE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BE<llN VERTICAL CURVE CAPITAL IMPROVEMENT PROJECT CARLSBAD MUNICIPAL WATER DISTRICT DIAMETER DRAWING EAST END CURVE END VERTICAL CURVE <!RADE BREAK HIGH DENSITY POLYETHYLENE IPIPEI HORIZONTAL INVERT LINEAR FOOT MINIMUM NORTH NUMBER OUTSIDE DIAMETER POINT POLYVINYL CHLORIDE IPIPE) POINT OF VERTICAL INTERSECT REGISTERED CIVIL ENGINEER RIGHT RECYCLED WATER SOUTH, SLOPE STORM DRAIN STANDARD DIMENSION RATIO STREET STATION TELEPHONE/ CABLE TV CONDUIT TYPICAL VERTICAL CURVE VERTICAL WEST, WATER CENTERLINE ANGLE CMWD GENERAL NOTES I. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 4. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL ANO VERTICAL LOCATION OF EXISTING UTILITIES CROSSING AND WITHIN FIVE 15) FEET PARALLEL TO THE PROPOSED FACILITIES BY POTHOLING PRIOR TO SHOP DRAWING SUBMITTAL. 5. TRENCH PLATES SHALL BE SET FLUSH (VIA GRINDIN<ll WITH EXISTING AC PAVEMENT FOR CROSSINGS PERPENDICULAR TO TRAFFIC FLOW. I. 2. 3. 4. CMWD SEWER NOTES ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE •CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS•, LATEST EDITION, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOKI. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. NEW SEWER MAINS AND SYSTEMS SHALL REMAIN PLUGGED AND/OR DISCONNECTED UNTIL THE DISTRICT AUTHORIZES ITS USE. CONTRACTOR SHALL PROVIDE THRUST RESTRAINT FOR THE PIPE ENDS DURING TESTING. THE THRUST RESTRAINT SHALL BE REMOVED AFTER SUCCESSFUL TESTING OF THE LINE AND END CAPS INSTALLED AT EACH END. THE DISTRICT SHALL PROVIDE CONSTRUCTION STAKING FOR THE PIPELINE. 6. THE RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL REPORT FOR EXCAVATION AND TRENCH WALL •LAYBACK• SHALL GOVERN INSOFAR AS THEY DO NOT CONFLICT WITH CMWD STANDARDS OR INFORMATION AS SHOWN ON THESE PLANS. 7. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL LINES SHALL BE FLUSHED CLEAN USING •WAYNE BALL" METHOD AND MANDREL TESTED. 8. PRIOR TO ACCEPTANCE, ALL MAINS SHALL BE VHS VIDEOTAPED AND VOICE DESCRIPTION OF LATERAL DISTANCES AND ANY PROBLEMS AND A HARD COPY OF SAME. A COPY OF THE TAPE AND WRITTEN FINDINGS SHALL BE DELIVERED TO CMWD. R/W I I I R/W I SHEET NO. 2 3 4 5A 6 7" 81 9 1011. SHEET INDEX DESCRIPTION TITLE SHEET STANDARD SYMBOLS AND ABBREVIATIONS, BASIS OF BEARINGS, PUBLIC AGENCIES ANO UTILITIES, GENERAL NOTES, SHEET INDEX AND STREET SECTIONS PLAN AND PROFILE . 14" I.D. SEWER FORCE MAIN . STA. PLAN AND PROFILE -14" I.D. SEWER FORCE MAIN . STA. PLAN AND PROFILE -14" I.D. SEWER FORCE MAIN . STA. PLAN AND PROFILE . 12· SANITARY SEWER MAIN -STA. PLAN AND PROFILE . 12· SANITARY SEWER MAIN -STA. PLAN AND PROFILE . 12· SANITARY SEWER MAIN . STA. MISCELLANEOUS SEWER FORCE MAIN DETAILS MISCELLANEOUS SANITARY SEWER MAIN DETAILS 't. 51' 41' I ' 26' ' {MEDIAN " ,, , I I I3+85.00 TO STA. l9+00.00 l9+00.00 TO STA. 28+00.00 28+00.00 TO STA. 36+89.33 50+00.00 TO STA. 59+45.04 59+45.04 TO STA. 70+41.73 70+41.73 TO STA. 75+40.09 41' 51' ( AC PAVEMENT AND BASE ~ I I I " " L---+' -+' ____ __, I : I I I I : 0-t-14• I.D. HOPE L_J SEWER FORCE MAIN SECTION AT ST. ST A. VARIES 41' 26' SCALES HORIZONTAL, 1• • 10' VERTICAL: I" • 4' I 16' ' r MEDIAN " " " J I L----,,~)-~('~ -,:--,-,-- 1 -1-;/r : : ) ( I I I I I I I I I I I I ::: _jJ lo! SEWER FORCE ·'( 12" PVC GRAVITY MAIN SEWER , " 71+00.00 41' I 1 AC PAVEMENT AND BASE " " SECTION AT ST. STA. 90+00.00 SCALES HORIZONTAL: 1• • 10' VERTICAL: I" • 4' R/W I I I CURB AND GUTTER R/W I I I CURB AND GUTTER l---+--+--------------if----t--+---t----1 I sH2EET I CITY oF CARLSBAD ~o II Dt:'/'/'ID'D D,1D It I• 1/'NL! 11 f\"CI..~, 1\HTV/1 0 SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: :====--'====E::N:::G=IN:::E:::E:::Rl::NG:::::D:::E=P=AR=TM=:::E=N=T =='--'L!Q_j==~ WITH IMPROVEMENTS ON CITY OF CARLSBAD DWG. NO. 333-2G. . ~•-',.We •/rY/_ 9.;:#./U CANNON ROAD ~~~ "'" c.~ ..,t::¼ ·--~ -STANDARD SYMBOLS AND ABBREVIATIONS, BENCH MARK ~ P.E..... fl,1r,. EXP.~-J/•nr. DATE <;)nnOf[SSt~ BASIS OF BEARINGS, PUBLIC AGENCIES AND UTILITIES, 0 -~ __ ,__ ----,~ GENERAL NOTES, SHEET INDEX AND STREET SECTIONS ~ ,. I ~ V, DI Al "/1.TJ'P'L BOVTE E'"ll.7:G'J'"II.TP'E'R'J'"/1.7:G, L'"/1.7:c. R•" __ -'EiWKD' ,....,._ APPROVED LLOYD B. HUBBS ~ ~l'f.1.£,. .1..1.J l'fl .l.l'f.l!," .l.l'fl ' l'fl • r·,, :, , ' '-' No. 2 ~ ,Hb-%,; ,":~ ~-9-2~•(2I ~ 1---. --"'u"'n-d-:-e-r-gr_o_u_n-:d-,--oo_N_T_RA-O-TO_R_S_H-AL_L_N_O_TI-FY--, Civil Engineering Services V 14_ ,/,o/{)~ ~. .... 12/31/04 ... r;,, CITY ENGINEER PE 23889 EXPIRES 12/31 /01 DATE ~ ~ ~~~~~~1:i ~rf~::~~yig!~i:~~;~:~~ Ocea!~~:, v~:t~2;5i' (;~~)e 4;f !8710 INSPECTOR DA TE ~~ i:~~ t==□A=TE==j=,N=,r=,A=L=t11as:,:::,11~~~-:::-"~R~~~:~~rS=I O=N==D==E=S=C=R=IP=T=l=O=N========:jt=□=A=T[=:j=,=Nl=T,=AL=]Y.~-~D"Ai,5-T'«J~E ~i!IN~ITilA~L~ ~~~;~t:;::D~:~iB;::'.\:::' '=;~~~~~::::;'";:I===p 3::'.R0':::5:::E=B==r3=N1=.==::;I;:s==R;g==w==6:::~;::N=2~- ~ l~~~~~•~w~o ~w~~~-,~·•Qo~A~E.Jlw~o~R~K~-~S~EE~~~NE~R~A~L ~NO~T;Es~l-----------------------------------------------------------------------~==---~E~N;Gl~NE~E~R~O~F~W~O~R;K~===~~~=~~~=~====~o~~~E~R~A~P~P;RO~V~A~L ~C~IT~Y=A~P;P~RO~V~A~L ~~~~~~~::'.:~::~~~~~==~~~=~~J '.,_ BEFORE YOU DIG FOR FURTHER INFORMATION, . C :E G) w (.0 O') I N "' " a i= I V> " EXISTING 14" DI FORCE MAINS/ PER CITY OF CARLSBAD DWG. NO. 333-2GD NOTES: 10 II 12 I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED. 2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED. 3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-2GD AND BETWEEN STA. 73+88.00 AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED. ~t--=--=~----~----------, ~ Underground DANIEL BOYLE ENGINEERING, INC. Civil Engineering Services 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 ;! -• Service Alert i Call: TOLL FREE c; I 1-800-227-2800 0 TWO WORKING DAYS ,,... BEFORE YOU DIG I CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. 13 14 EXISTING 48" STORM DRAIN PER CITY OF CARLSBAD DWG. NO. 377-3C "HcCORb ORIJWIVG" da1. t: Sf¼,,, ... _ P.r -i tnr, ExP. 3-31-pf,, DATE .J/.10 /rrz.., INSPECTOR DATE SCALES HORIZ: VERT: 1"=40' 1"=8' 16 ROAD 17 18 19 SCALE: I" • 40' 1----1-----+-------------+---+----t----+---1 I sH3EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT LJQ_j ;:=='...'::::=========::::....::=~ SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD PLAN AND PROFILE 14• I.D. 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STA. 83+41.40 STA. 23+36.27 BC IG: ST. STA. Bt+l8.99 IEC STA. 21+13.815 EC 24" RECYCLED WATER MAIN PER CITY OF CARLSBAD DWO. NO. 333-2GE 16" DOMESTIC WATER MAIN PER CITY OF CARLSBAD DWG. NO. 333-20E 23 IBC SCALES HORIZ: l":40' VERT: 1"=8' 25 CONSTRUCT 14" 1.0. /1\ SEWER FORCE B MAIN \..V SEE SHEET 71-FOR CONSTRUCTION OF SANITARY SEWER MAIN CANNON ROAD ''RECORD DRAW/Ne" #JI,.;. (: ~ •... P.E '2.fQ(i EXP. 3')/• Qt. DATE 26 27 8 g t 16 28 z SCALE: I" • 40' NOTES: I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED. 2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWO. NO. 333-20, UNLESS OTHERWISE NOTED. 3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS NO. 0 0 B PER CITY OF CARLSBAD DWG. NO. 333-20D AND BETWEEN STA. 73+88.00 AND STA. 99•20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED. CURVE DATA R L T DESCRIPTION 47•22'44" 1400.00' 1157.68' 614,25' STREET ct, 46°26'51" 1374.00' 1113.85' 5B9.57' 14" 1.0. SFM 44•22'32" 1400.00' 1084.30' 570.98' STREET ct, 44"22'32" 1426.00' 1104.44' 5B1.59' 14" I.D. SFM l---f------+-----------+----+---l-----+---l I sH4EET I CITY oF cARISBAD ~o ENGINEERING DEPARTMENT L!Q_j ;::::::='....:::::========::::::'....':::===: SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD PLAN AND PROFILE 14" I.D. SEWER FORCE MAIN STA. 19+00.00 TO STA. 28+00.00 APPROVED LLOYD B. HUBBS :;, 1------,,--,------,-,-----------, " • Underground CONTRACTOR SHALL NOTIFY DANIEL BOYLE ENGINEERING, INC Civil Engineering Services 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 REVIEW~ tOa. / _j_/t,/o~ ,✓:t/2?"4r' ~ 2-4 .. 9•'Z$-tJ/ ;? ~ Service Alert UNDERGROUND SERVICE ALERT A :g Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ;; 1-800-227-2IIO0 BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES ~ T~w:~~ g~YS FOR FURTHER INFORMATION. IL.___;;;;;;_ __ ::;:.;;::;:;_:.::::.;:;::_.,L. _____ ,;.__;.._...,_ ______________________________________________________________________________________ ===================================================================:.J INSPECTOR DATE DATE INITIAL ENGINEER OF WORK II\ A,S-.t,t//tT CITY ENGINEER PE 23889 EXPIRES 12/31 /01 DATE REVISION DESCRIPTION DATI' INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL C :e G) (.rJ CD O') I N ~ z n ~ > I l;!t--=---:-:--:------:"T"----------, ~ Underground ;; ~ · Service Alert ~ Call: TOLL FREE in 1-800-227-2600 o TWO WORKING DAYS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. --I--+--··-·+-+-+ 28 29 30 31 32 SCALES 34 /T\CONSTRUCT 14" 1.0. \~1 SEWER FORCE NOTES; I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-2G, UNLESS OTHERWISE NOTED. 2-ALL STREET HEREON PER NOTED. IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN CITY OF CARLSBAD DWG. NO. 333-2G, UNLESS OTHERWISE 3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-2GD AND BETWEEN STA. 73+88.00 AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED. CURVE DATA NO. R L T DESCRIPTION ® (B 44"22'32" 1400.00' 1084.30' 570.98' STREET t. 44"22'32" 1426.00' 1104.44' 581.59' 14" I.D. SFM DANIEL BOYLE ENGINEERING, INC Civil Engineering Services 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 HORIZ: VERT: 1"=40' 111=8' '"' ST. STA. 94+20. 70 STA. 34+40.71 EC CANNON ROAD ''REC'OND DHAW/NG• &W{o; /~, . . 9-M-al P.E' 2 9JiJ<, EXP. 3; J /• (Jf, DATE INSPECTOR DATE 35 36 37 z EC SCALE: I" • 40' \ ~ CITY OF CARLSBAD ~ 1-------1----+----------------->----+--+-----1---1 ~ ENGINEERING DEPARTMENT LJQ_j ~='....':::=========:::....::=~ I ,/JS 8UllT 1 \ REPLACED SHEET NO. 5 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-1ER APPROVAL CITY APPROVAL SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD PLAN AND PROFILE 14" I.D. SEWER FORCE MAIN STA. 28+00.00 TO STA. 36+89.33 APPROVED LLOYD B. HUBBS #4-r4· l ~,,, ... = -//." •-11 CITY ENGINEER PE 3889 EXPIRES 12/31 /01 DATE OWN BY: MJR CHKD BY: DGS RVv/D BY, DGS PROJECT NO. 35831 I DRAWING NO. 396-2 ,,, BEFORE YOU DIG IL..._,.;;_ __ _;;;=;;,.;;;.;;..;;;.;;_....L. _________ ....I _______________________________________________________________________________________________________________________________________________ _J j . ; ---t--+-+--+---+---+---+---+-+--t----,1--t-+-+---+--+---+--+--+--+-f--< I' i' ,1 • "' :c ,: t -l J_ 11 i I-----• ---t---t---1,,,-1--+--t--t---t---t----t--+---+--t--1--+-+-~-+--+-,, -+-1--+-+--t ,,-, .. -.+-,,-+--+---+--t----,1--1--+-+--+--t'-·-+--+---+-+--t-1--+-+--+--+--+--+-t--·+""'14-+-+-+-+++-+--t-+--1-t-+-+-+-+++-+-t-+--l+f-,-'--+-l' -+--'t-+-+-+-+-----1 i--t--t-+-++-+-+-+-t-f-t--t--t-+-+-+-+-++-'-+··~··f.-· -+-+--t-t--11-t--t--t-+-++-+-+--+--1-t-+--t--+-++-+-+-+-+--1-t-+--t-+-+-++-+-+-+--1-+-+-+-+-+-+-+--'---+-+·'---~ -=l"'_,.,"l=-t--+-t---+-t-t--+--t--t---t---t--+-+-t-t-,----~ ~ ~ .l 1----·----, i 1--------,t--t--+-+---+-----------+------+--+--+-,~---e----\_--4 ___ ......... l l -Sl s~A I i <n c-t--+-+---+--+--+--+---+--+--+-t--+--+--+--+--+--+--+--+--+-4-+-l---+-+i--+---11--t--+--+--+-j 1 : .... 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ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER PER CITY OF CARLSBAD DWG. CITY OF CARLSBAD OWG. NO. 333-28, UNLESS OTHERWISE NOTED. I NO. 377-3C ~/ Ill EXISTING 12" SEWER MAIN PER 2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN /!/ CITY OF CARLSBAD DWG. NO. HEREON PER CITY OF CARLSBAD OWG. NO. 333-28, UNLESS OTHERWISE j =-200 N~ 57 58 59 Ill \ 3. ALL WATER ANO RECYCLED WATER IMPROVEMENT INFORMATION SHOWN PROPOSED CENTERLINE OF SEWER t i, BEGIN CONSTRUCTION BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS FORCE MAIN, SEE SHEET 3 FOR ,......_ f 1 12· SANITARY SEWER MAIN -LINE •11· BEGIN CONSTRUCTION PER CITY OF CARLSBAD owe. NO. 333-200 AND BETWEEN STA. 73•88.00 CONSTRUCTION :J ~"""-:'" ' 8" SANITARY SEWER MAIN -LINE "B"/2\ AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE. UNLESS o ~ -] IQ; ST. STA. 73+88.01 I ---~-------:--: <JI '--,,__,,_ '~-----.;z--~ STA. 50+00.00 BC IQ; ST. STA. 76+14.09 2 OTHERWISE NOTED. __ -__ \f'O -¾-r-' . .,.,,___--...Jffs,.ab__ REMOVE EXISTING PLUG ANO CONNECT • STA. 52+23.50 It.AH #I LINE "A" \ 10 / ____.::--:-;:.------('f\ > I/ -,,,,,,, {I._ --~, TO EXISTING SEWER MAIN AFTER • STA. 0+00.00 LINE "B" ~ ---::::::=-.:_:.:_::)--~-_______, • n -p 1 ~ // J'I --_,,, ,:::----:__~_ SUCCESSF'UL TESTING OF NEW SEWER CONSTRUCT 60" DIA. ACCESSHOLE ,/:--.I CONSTRUCT 12" SANITARY ~~ __.-v• _, ........_ // \ \~ -MAIN WITH T-LOCK INTERIOR LINING SYSTEM ' I \ --1-~ '-:I'., (') 1--~ ,!:?/,, I ,~---:::::: -~ . J:\ ''1.V SEWER MAIN -LINE "A" --~ ,~ -z-t __.----f_ ~ :t- 'f-__ 4> I --~ -;-~ .J.... \N64'07'3!1"W ------<_Lb. =-----====---\"~------~•!')1'0 ~~----4!"-___ --~ ..-\ .- ----..______ "'-k --...... --, __ i ~ ~~ '::;;.tr-::::::_ 1..:;hi1v.d.;rs. 25 , :--i -------~~ \ t,_ ---r;s--r _ f:------1::; _"f ----..._ -~ -~ r / -;_.; ----------;;;,---.\-_... ~-• _ -I --;t---"' -------R'il -;Z ff\ -__.--::::::::::::--~-~-=-----------J~ \ -1 -----~ ----------------~----~ __. __.--' -\ ----r.-\\1'-: ---, ~ ..._____ ' ' 1/ 1/ -----_ _,,,__ -..,,,.;;-:===~:::-::----- --_-::::::::-i,,--=-----!')"T -~ ~-----. ---------:~~ 4 ___ /IC:~/// -I' --,.___ ' :fl ------------------==-===== ---_,1,..---------~ ~ ---,.,""' 'J"-dL..~ i.-,!fih ---:: 14;}' ~ -----1•-~-,-=------:__-~~~=--=-=-=-=s-,:--:::-::-::-::-::::-:.=-=---------~~--=----------' ---"' --\----,· ,· R'il ~ ~~ T ~ "' ":::ffi r-o...____ ~ "" --&6 ~-------I-~~~ t,. .►. w~-~:;: --·- STREET IMPROVEMENTS FOR FARADAY AVENUE PER CITY OF CARLSBAD DWG. NO. 369-20 'l ,_ ~J•r= Nl'f<<I---:;-ui tfifJ-------.:_ 75 112 !!!! ~ ---~ __.--Rf \ ~ I ID,_ ·~ 1',' -----------76 53 54 1-------1-~----------,-----~· --~----- --+-'">? --l /. -~ ,,...._ ~ RW----' --""~ ' 1 /q:1s ---_ /;,./ ~ 0-----.!'_~~ /fl--------R , ,+ I F•u ----l _--,_---RW-___ __.... --::::-~-------;-__...~- I -__ //UY ------=--~--S68"23'10"E--.... ------Rw---•'----------\-----· --,, _--------::::;! ~---=--=-=---- // _ '.. f:0 A ___ -= . 24" RECYCLED WATER MAIN PER --// c----. , Iii: ST. STA. 75+10.00 I _ _ -. ---w·--• --------~---_ -t "ft-I--' II I -~-:::3iw~;;:;;;:;~;;:;;;:;;;:;~;;;;;;;;;;;;~'.;:;;;;;;;;;;t;;;;;;;;;;;;;;;;;;==;;::;;;~~\:Y;:=::~-;;;--:;-;;;-;;;-;;;-~;;--;;--;;-~w:::::::: CITY oF CARLSBAD DWG. NO. 333-2GE "'1 <I• STA. !!1+20.60 1 - /:" / I fl""8 "so1"$-1 r·---sitf)-fJ ~ CONSTRUCT 35• LF OF 4• SDR-3!1 PVC (§z,,,....-y. 4.1/.9,----~/v \ _________ , -----------16" DOMESTIC WATER MAIN PER II ~ PIPE LATERAL PER CMWO STD. owe. NO. ~~"---"" / ---,,-;:---. CITY OF CARLSBAD DWG. NO. 333-2GE S7. l!ISTAL.1._ f>LUij . .AT,ENQ Of__J.Al~RAL, /' f-;-------CONSTRUCT 8" SANITARY ,/:--.I / 2 \I\; ST. STA. 81+18.99 I EC ,9"0•A 1., ll ,~I/ /JN .. ,r.-rr~-'4tf,2"" ~ON_ STRUCT LATERAL) LU ~-----------------+-'-I_,\ \ I() / STA. 57+22.63 EC It AH #2 .., , 1 ~ITH 2% MIN. SLOPE -✓-./ SEWER MAIN LINE "B", \ 10 / ~ CONSTRUCT 60" DIA. ACCESSHOLE ".,.., ·'.____, __ /-" 7-·,,,.,._,,. END CONSTRUCTION ---.:..:;/ WITH T-LOCK INTERIOR LINING SYSTEM rc'/,/(J~ -~ 8" SANITARY SEWER MAIN LINE ·e· SEE SHEET 8 FOR PROFILE IQ; ST. STA. 76+14.09 ~ 1' SCALE, 1• ■ -40' CURVE DATA NO. .6. R L T DESCRIPTION STA. 0+67.00 INSTALL 8" PLUG I CANNON "RECORD !RAWIN6" ROAD t----+--+-----------t-----+--t---+----I I sH6EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT L!Q_j ;::===:::.:::::=========-====: @ 47'22'44" 1400.00' 1157.68' 614.25' . ~-/; -,' ~ -~u~•• .. 9~.<5:~as A) 29'54'57"' 1384.00' 722.63' 369.75' STREET 12• SEWER ~ .. ~ SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD PLAN AND PROFILE 12" SANITARY SEWER MAIN STA. 50+00.00 TO STA. 59+4!1.04 ~ P.E. ~B/?<, EXP. 3-Sl•04 DATE ~OfESS1~ it---------:-:--:----:-r--------, DANIEL BOYLE ENGINEERING, INC. REVIEWED BY· w NO.T) ~,..~,,,11 AP~ L~ 8£8y' ./-/4/ ;;; Underground CONTRACTOR SHALL NOTIFY Civil Engineering Services ~ ~-~ ,J,./o-, "' .,._ 12/31& "' t---+---+-----------------1---1----+---+---~-i. c1r'1f2EE~-23889 EXPIRES 12 /31101 ~ i ~ . ~:~~~= ~i~;~~l~v~i~~:~~g~~~ Ocea!~t:e, v~~l~2~~~· (~~~)e 4~~~8710 INSP ~ DATE ~!t :;~~,$",,. I-D-A-TE-+-IN-ITI-AL-+"-'-'/[\----"',t/,'-"'S'--tJ,"'R":""1/::.c:-1-o_N_D_E_S_C_R_IP_T_I_O_N ____ -f--D-A-TE-I-I-NI-TI-AL-l-9~ts~AT~Ed.la~,NirllTilA'Lfr~~~~l~ts1:~;;=ly~: .~~~~iCTTI =~p~3~05~JE~8~T3~N1~.==111 ~3~R9;A~6~N~G=iN~2~· ~L~~~:_J'W~01w;oo~•1~•Guo;AV~SJ_~W~O~RK2·~S~E~E~G~EN~ER~A~L~NO~T~ES:...L _________________________________________________________________________ _::EN:G:IN:EE:R:O:F:W:O:R:K::::===============~O=T=HE=R=A=P=PR=O=V=AL~=Cl=TY=AP=P=RO=V=AL~========· =========· =====~ T BEFORE YOU DIG FOR FURTHER INFORMATION. C7) C :E G) s, ..,. w 0(0 (7) I N 60 61 62 63 64 SCALES 66 67 68 69 70 NO. CURVE DATA I:,. R L (2\ Iii: ST. STA. 84•99.55 I \ I() / STA. 61+05.00 <t_ AH #3 ~ CONSTRUCT 60" DIA. ACCESSHOLE WITH T-LOCK INTERIOR LINING SYSTEM NOTES; T DESCRIPTION (2\ Iii: ST. STA. 88•e0.M I \ If\ I STA. 64•60.00 <t_ AH #4 ~ CONSTRUCT 60" DIA. ACCESSHOLE WITH T-LOCK INTERIOR LINING SYSTEM HORIZ: VERT: l":40' I" =8' " ... <( f-0 -' "- I. ALL STORM DRAIN IMPROVEMENT INFORMATION SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED • 2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED. CANNON '" z 0 '" > ~!------,-,--,----~----------, ~ . Underground CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION, ;? ~ Service Alert ~ Call: TOLL FREE ,; 1-800-227-21100 u TWO WORKING DAYS / BEFORE YOU DIG I 3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69+84.06 AND STA. 73+88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-200 AND BETWEEN STA. 73+88.00 AND STA. 99+20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED. DANIEL BOYLE ENGINEERING, INC Civil Engineering Services 3142 Vista Way. Suite 303 Oceanside, CA 92056 {760) 433-8710 II R£COl?D Dli'AWING'' ,k}pU; r: ;24·, . I P.E. 26t)(, EXP,S·'3/•"fi, REVIEW'ff/Z' {)_,Q.~ INSPECTOR 3 9·/S•Q'l DATE DATE ROAD BEGIN CONSTRUCTION 8" SANITARY SEWER MAIN LINE "C",,.-:---.. 1¢ ST. STA. 91+50.00 I / 2 \ STA. 67•62.88 <t_ AH #5 LINE "A"TT57 • STA. 0+00.00 LINE "C" ~ CONSTRUCT 60" DIA. ACCESSHOLE WITH T-LOCK INTERIOR LINING SYSTEM PROPOSED CENTERLINE OF SEWER FORCE MAIN, SEE SHEET 4 FOR CONSTRUCTION , CONSTRUCT 8" SEWER MAIN - SEE SHEET 8 SANITARY /1\ LINE "C" I ~ FOR PROFILE ,._. .. ... Le-, SCALE: I" • 40" ~ CITY OF CARLSBAD ~ l---l-----+-----------------1-----+--+----11----l LI.AJ ENGINEERING DEPARTMENT L.!Q__j ~==-================='----'======: SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD PLAN AND PROFILE 12" SANITARY SEWER MAIN STA. 59•45,04 TO STA. 70+41. 73 APPROVED ,LLOYD B~UBBS 4/t&,, 'f ~ ...... :a-=:-11-s-01 t=====t===j~, ,1~:A, A~'SS· ~;, .. if;/J,~1/(~T-==========::t==r==t9~-~~-·dc~~p~ ~C=:IT:::Y~EN::::G=:l:::NE::E:::R:::::::P~E';::=23::8:::8:::9::::::E::::X::::P:::IR:::E:::S ::::1:::2:' /3:::1~ /01;==::DA::::T':::E:=::::::: ,1\ REPLACED SHEET NO. 7 OWN BY: MJR I PROJECT NO. I DRAWING NO. REVISION DESCRIPTION 0~:; AP~:~::~ ~~\PP~:~~~ ~~~DB~~, g~~ . 35831 . 396-2 DATE INITIAL ENGINEER OF WORK I-<( l-o -" 0 "' ;: ,-, "' I- <I( ... (I) ,-: (I) l!:! , ,,CONSTRUCT 12" SANITARY ''-.!VSEWER MAIN -LINE "A" CANNON HORIZ: VERT: 1"=40' I" =8' ROAD 75 IG: ST. STA. 98+39.76 EC STA. 74•156.33 EC EXISTING DOUBLE 36" STORM DRAINS PER CITY OF CARLSBAD DWG. NO. 363-3 SCALE: 1• • 40' CURVE DATA R L T DESCRIPTION 25'09'23" 1900.00' 834.22' 423.94' STREET ct_ 01"55'56" 1916.00' 64.61' 32.31' 12" SEWER 2. ALL STREET IMPROVEMENT INFORMATION ALONG CANNON ROAD SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 333-20, UNLESS OTHERWISE NOTED. 3. ALL WATER AND RECYCLED WATER IMPROVEMENT INFORMATION SHOWN BETWEEN STREET CENTERLINE STA. 69•84.06 AND STA. 73<88.00 IS PER CITY OF CARLSBAD DWG. NO. 333-2GD AND BETWEEN STA. 73.88.00 AND STA. 99•20.98 IS PER CITY OF CARLSBAD DWG. NO. 333-2GE, UNLESS OTHERWISE NOTED. ~ CITY OF CARLSBAD ~ ~ "REctJ~O O.RAWINB· SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: ~ ¢ I':?./. _ CANNON ROAD 1-----,f---t----------------t----t---t------i---i ~ ENGINEERING DEPARTMENT LJQ_j ~~===:::::::::::::::::::::::::::::::=::::::::::::::::===:::::::::=::='....:::::=~ 6 &1,,¾,-,;.,_/L_,r~!J.•&r-oJ ·•,,. PLAN AND PROFILE "" ~ 12" SANITARY SEWER MAIN ~ P.E. 2$/](, F:XP 3,.:J/• "' DATE"''.~-_~ __ l'QNo.~ESS/ ,:, f:i · 1----+---+--------------------jr------j---j----j-----J ~===:=c==:=:::::===S=T'::'A:". ::=7=0::=•=41=.7=3:::::T::'O=S=TA=. =7=5=•4=0=·=0=9=====, 15 I'P BovrE E'll.7:G'rll.TP'E'R' rll.7:G, L'll.T.C, R~EV.alE]fWED Y: {<fkr~' APPROVED LLOYD B. HUBBS ~ DAN.. .l!,'L .LU 11"1 'J.11".1!,. .Lll"I , 11"1 • Atq,('1,-,_ ~ ,..._ lt·OI-OJ ~ t--"".. ----:U~n-d-:-e-r-gr_o_u_n-:d-.-co-N-TR_A_C_TO_R_S_H_AL_l_N_O_TI-FY--, Civil Engineering Services 'j_fro/b'!,, ~... E,p._12~/31~/04_ ; 1 118-!J(JILT Q ,,.,. ,. '"'.-CITY ENGINEER PE 23889 EXPIRES 12 /31 /01 DATE ~ ~ • . ~:u:v~~~L ~'::: :~~~~Rgtfs i~RJ~iE P~iJ~TT~ Ocea!~~e, V~1t~2~5a[• (~~~\e 4~~~8710 INSPECTOR DATE~-~!( ::,~"" DATE INITIAL ',, REPLACED SHEET NO. 8 DATE -~~1T_IA_L--,-_D_A_TE __ IN_'TI_A__,L gRiV~~DB~B~Y: ,, ~DGGJ:s I P3R05JE8CT3N10. I 3DR9AW61N:_ N20. /l~~~~~-ri-~~~-ui~ol~B~EGtlN~N;ING~A~NYrC;O~N~STfR~UC~T;IO~NJ _______________________________________________________________________ ~===---~~~~o~~~===~R~E~V~l~S~IO~N~~D~E~S~C~R~IP=T~l~O~N~===~o~n~,E~R~~p~~~v~~~c~,T~Y=A~P~~o~v~~~~~w~~==~~~==~~~~~=~~~~~~:!J ~I-= TWO WORKING DAYS WORK. SEE GENERAL NOTES ENGINEER F WORK in ' BEFORE YOU DIG FOR FURTHER INFORMATION. • 0 ' '- 14" 1.D. HOPE PIPE PROPOSED AC PAVEMENT AND BASE 9" MIN. CLEARANCE BETWEE SIDEWALL OF TRENCH AND OUTSIDE OF PIPE ,,.--v-~......---~v- PIPE ZONE ENVELOPE PER CMWD STD. DWG. NO. S5. BEDDING SHALL BE I C:RF!I TE ! IE ee1:11: TRENCH SECTION SINGLE FORCE MAIN f-<( f- 0 J "- "' .~ 0 "' f-I "" f- NOT TO SCALE ~ t---:=--~:--:-----:,----------, ;:; Underground CONTRACTOR SHALL NOTIFY '? Service Alert UNDERGROUND SERVICE ALERT A g: Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO :i; 1-800-227-2800 BEGINNING ANY CONSTRUCTION DANIEL BOYLE ENGINEERING, INC. Civil Engineering Services 3142 Vista Way, Suite 303 Oceanside. CA 92056 (760) 433-8710 FLGxGROOVED END DI SPOOL ADAPTER FOR DISCHARGE OF FLOW DURING TESTING FLO DI 90° BEND. AFTER TESTING, REMOVE FLGxGROOVED END SPOOL AND 90° BEND AND INSTALL BLIND FLANGE ON VERTICAL SPOOL 3/8" PEA GRAVEL COLLAR AROUND FLANGES lo f'-0" FLG DI SPOOL (LENGTH __ _, AS REOUIRED) FLG DI 90' BEND FLO RESILIENT WEDGE GATE VALVE AND VALVE CAN RISER PER CMWD STD. DWG. NO. W13 ELEVATION STATION 13+85 36+89• NOTE: MINIMUM SIZE Of TAPPED OUTLET 6" 6" MINIMUM YALYE SIZE 6" 6" DI BLIND FLANGE WITH THREADED OUTLET HOPE FLANGE PROPOSED 14" 1.0. DR 17 HOPE PIPE DI BACKER RING FLGxTHREADED END DI SPOOL (12" LONGI MINIMUM DISCHARGE PIPE SIZE 6" 10· I. CONTRACTOR TO INSTALL A IO"x6" FLANGED REDUCING 90° BEND FOR LOWER BEND AT STA. 36+89•. TEMPORARY END CAP ASSEMBLY r 2" NOT TO SCALE II RECORD DRAW/NB,, td«4m; t'.. j2':ss c... 9-/S•o.:J P.E. i•~ EXP. 3•J/•0'-DATE J/t_,,/47::, INSPECTOR DATE .... 9 ,J I SH9ET I CITY OF CARLSBAD LJQJ ENGINEERING DEPARTMENT 0 SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD MISCELLANEOUS SEWER FORCE MAIN DETAILS APPROVED LLOYD ~UBBS dtdi</rr? t: .,-± 9-tJ-41 CITY ENGINEER PE 23889 EXPIRES 12 /31 /01 DATE /1\ .4!J·m/lLT 9-DWN BY: MJR PROJECT NO. DATE INITIAL DATE INITIAL DATE l INITIAL CHKD BY: OGS REVISION DESCRIPTION ·~·-· "-"·-·-·--·---------------- WORK. SEE GENERAL NOTES ~ .... ____ ,~;;;~;.;woa;.;RE;.;~"'l~;.;&;.;~y;.;s...a.._FOR_F_uR_T_HE_R_1NF_o_R_M_AT_1o_N._.,_ _______________________________________________________________________________________________________________________________ ___. I I s9w6~N2. 35831 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV\JD BY• DGi C CD~ 0 G') ..., ...... w o(D en I\) f- <( f- 0 --' a. · l~ .... :Ii SEWER MAIN PROPOSED AC PAVEMENT AND BASE ~-f-SEWER MAIN IDENTIF"ICA TI0N TAPE PROVIDE OVERLAP ON GE0F'ABRIC PER MANUF'ACTURER'S RECOMMENDATIONS 6" MIN. CLEARANCE PIPE ZONE ENVELOPE PER CMW0 STD. NO. S5. BEDDING SHALL BE 3/ 4" IMAX. SIZE) CLEAN, CRUSHED AGGREGATE AND SHALL BE COMPACTED TO 95% AND WRAPPED IN A GEOF'ABRIC IMIRAF'I 140N OR E0UALJ. F'OR DEPTHS BREA TER THAN 15', A 3/8" MAXIMUM AGGREGATE SIZE SHALL BE USED. -------- ACCESSH0LE PER CMWD STD. DWG. NO. SI WITH T-LOCK INTERIOR LINING SYSTEM • F"INISHED SURFACE RIM ELEVATION AS SHOWN ON PLANS F"RAME ANO COVER PER CMWD STD. 0WG. NO. S4 AH DIAMETER •. ~ '-------"=~==-'--=--='---'-='---='--Ih..ri. ': II , SEE GENERAL NOTE 2 INVERT ELEVATION AS SHOWN ON PLANS NEW 12" PVC SANITARY SEWER CONSTRUCTION NOTES INSTALL I" WELD STRIPS WHERE T-L0CK IS WELDED; I.E., TOP OF' CHANNEL, SHAFT TO SHELF, TURN BACK TO PIPE F'ACE, CORNERS, ETC. PVC TURN BACK ON PVC PIPING SHALL BE A MINIMUM OF' 6". PVC TURN BACK SHALL BE HELD TIGHT TO PVC PIPING BY 1/2" STEEL BAND WITH CONTACT CEMENT ADHESIVE APPLIED TO BOTH SURF' ACES. INSTALL FLAT SHEET PVC ON SHELVES WITH CONTACT CEMENT ADHESIVE APPLIED TO BOTH SURFACES. OVERLAP PVC ONTO ACCESSH0LE SHAFT AND CHANNEL LINER: WELD TO BOTH AND COMPLETE WITH I" WELD STRIPS. INSTALL NONSKID SURFACE ON ACCESSH0LE SHELF' INSTALL PRE FORMED CORNER TURN BACK UNDER RING WELD 4" JOINT STRIPS AND FINISH BOTH EDGES WITH I" WELD STRIPS COMPLETE CONCRETE CHANNEL SHALL BE CONSTRUCTED WITH F'ORMS AND ALL BUT THE LOWER 90' SHALL BE T-LOCK LINED. THE ·rs· SHALL RUN VERTICAL AS IN THE ACCESSH0LE SHAFT AND SHALL BE TACKED AT THE TERMINUS OF' THE T-LOCK. SIDES AND ENDS OF THE BASE TO BE EITHER F'ORMED, SANDBAGGED OR POURED AGAINST UNDISTURBED EARTH. ACCESSH0LE SHELVES TO BE SLOPED I" PER F'00T TO CHANNEL. WRAP ACCESSH0LE JOINTS BELOW WATER TABLE WITH BENTONITE GEOTEXTILE WATERPROOFING SYSTEM, VOLCLAY VOL TEX OR APPROVED EQUAL GENERAL NOTES: I. THIS DETAIL IS INTENDED TO COMPLEMENT CMWD STD. DWG. NO. SI AND TO BE USED IN CONJUNCTION WITH THAT DETAIL. 2. ACCESSHOLE DIAMETER SHALL BE 60" OR AS SHOWN ON PLANS. A MANHOLE CHANNEL GASKET--, F'ILL WITH ---.. GROUT MANHOLE BASE PLAN • 4 PLASTIC PIPE A PVC -USE PLASTIC MANHOLE COUPLING PLASTIC MANHOLE COUPLING .. • . 12" PLASTIC PIPE SECTION A-A TYPICAL SEWER TRENCH SECTION T-LOCK SEWER ACCESSHOLE PVC PIPE TO MANHOLE CONNECTION DETAIL , 3 ., NOT TO SCALE STA. 75+40.09 INV. 8.11 FILL-IN ANO RESHAPE EXISTING CHANNEL WITH EPOXY GROUT TO FORM A SMOOTH FLOW CHANNEL BETWEEN GIVEN INVERTS CORE-DRILL EXISTING AH WALL (PIPE 0.D.• I" MIN., 2" MAX.) INSTALL NEW 12" PVC SEWER AND F'ILL ANNULAR SPACE WITH LOW SHRINKAGE MORTAR AND EPOXY GROUT NEW 12" PVC SEWER PIPE, SEE SHEET 8 F'0R CONTINUATION NOTE: --- (7.441 INV. (7.1141 INV. EXISTING SEWER ACCESSH0LE EXISTING 8" PVC SEWER (mN ltEHOVE.0) I. CONTRACTOR TO VERIF'Y EXISTING INVERT ELEVATIONS OF' MANHOLE INLETS AND OUTLET PRIOR TO SUBMISSION OF' SHOP DRAWINGS. DESIGN IS INTENDED TO MATCH SOF'FITT OF' 12" GRAVITY SEWER TO S0FF'ITT OF' EXISTING "KNOCK OUT" FOR 20" GRAVITY SEWER. ' CONNECTION TO EXISTING AH , 4 ., SCALE: 1/2" = 1'-0" ' ' 20" PVC NOT TO SCALE "RECORD DRAWING" 4dt(L; t',P4,-... P.E "2,IJQl. F.:XP. 3•J/-•0' DATE \,.10 ,J NOT TO SCALE ~ CITY OF CARLSBAD ~ l----+--+---------------1----+-----l-----t------; :=~==A:::::::'...===E==NG=IN::E:::E::Rl::N::::G::D::::E::PA::R::TM=EN=T==:::'...::L!Q_J=O== SEWER FORCE MAIN AND GRAVITY SEWER PLANS FOR: CANNON ROAD MISCELLANEOUS SANITARY SEWER MAIN DETAILS ' ', APPENDIX E CARB FLEET COMPLIANCE CERTIFICATION City Attorney Approved Version 12/14/2023 DISCLOSURE & SUBMITTAL REQUIREMENT VEHICLE EMISSION DISCLOSURE & COMPLIANCE REQUIREMENT. This Project is subject to the following regulation(s) by the California Air Resources Board. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all equipment and vehicle emission requirements under this Contract and applicable law in its Bid. ADVANCED CLEAN FLEETS. Vehicles with a Gross Vehicle Weight Rating (GVWR) greater than 8,500 lbs. and light-duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. Bidders utilizing subcontractors shall provide a signed certificate of reported compliance for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders, and its subcontractors must be registered as compliant fleets at the time of bid submittal. In the event that a bidder, or its subcontractors, are exempt from this regulation, the bidder must submit a signed statement attesting to the fact, and to the reason(s) why it is not subject to the High Priority and Federal Fleets Regulation of Title 13, CCR Section 2015 through 2015.6 and the State and Local Government Fleets Regulation of Title 13, CCR Section 2013 through 2013.4. Failure to certify as a compliant fleet or provide an attestation to an exemption, may render the bid non-responsive. IN-USE OFF-ROAD DIESEL-FUELED FLEETS. Any contractor utilizing off highway vehicles or equipment may be subject to compliance with the In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at: https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueled-fleets-regulation. Bidders shall submit with its Bid a valid California Air Resources Board certificate of reported compliance. Bidders utilizing subcontractors shall submit the DOORS ID number for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders are responsible for including a certificate of reported compliance for each identified subcontractor. Failure to submit valid certificates may render the bid non-responsive. GENERAL COMPLIANCE WITH LAWS. Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations. Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement. City Attorney Approved Version 12/14/2023 Contractor is aware of the requirements of the emissions reduction regulations being mandated by the California Air Resources Board (“CARB”) and that it will comply with all applicable regulations before commencing the performance of the work and maintain compliance throughout the duration of this Agreement. CALIFORNIA AIR RESOURCES BOARD. 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 term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the 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 City of Carlsbad is a Public Works Awarding Body, as that term is defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (“CRC”) for the Bidder’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Bidders must complete and submit the Fleet Compliance Certification, on the form provided. 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. COMPLIANCE WITH CALIFORNIA AIR RESOURCES BOARD REGULATIONS. Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the California Air Resources Board (“CARB”) regulations including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”). 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 subcontractors’ fleet including, without limitation, Certificates of Reported Compliance (“CRC”), 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 City of Carlsbad. Contractor shall be solely liable for any and all costs associated with complying 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 City of Carlsbad, its officials (appointed and elected), officers, and employees from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation. City Attorney Approved Version 12/14/2023 FLEET COMPLIANCE CERTIFICATION. Bidder hereby acknowledges that they have reviewed the CARB’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 the penalty of 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, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. □ 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 that term is defined in 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 exempt and a detailed reasoning is attached to this certification. Name of Bidder: Signature: Name: Title: Date: