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Home My WebLink AboutAnderson & Howard Electric Inc; 2024-12-30; PWM25-3653UTILPWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 1 City Attorney Approved 6/5/24 CITY OF CARLSBAD MINOR PUBLIC WORKS CONTRACT KNOTS LIFT STATION ELECTRICAL REPLACEMENTS; CONT. NO. 3840 This contract is made on the ______________ day of _________________________, _______ (“Contract”), by the City of Carlsbad, California, a municipal corporation ("City") and Anderson & Howard Electric, Inc., a California corporation whose principal place of business is 15 Chrysler, Irvine, California 92618 ("Contractor"). City and Contractor agree as follows: DESCRIPTION OF WORK. Contractor shall perform all work specified in the Contract documents for the project described by these Contract Documents (hereinafter called "Project"). PROVISIONS OF LABOR AND MATERIALS. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents unless excepted elsewhere in this Contract. CONTRACT DOCUMENTS. The Contract Documents consist of this Contract, exhibits to this Contract, Contractor's Proposal, the Plans and Specifications, the General Provisions, as contained in the Standard Specifications for Public Works Construction “Greenbook,” latest edition and including all errata; Part 1 General Provisions, addendum(s) to said Plans and Specifications, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, all of which are incorporated herein by this reference. When in conflict, this Contract will supersede terms and conditions in the Contractor’s proposal. LABOR. Contractor will employ only skilled workers and abide by all State laws and City of Carlsbad Ordinances governing labor. GUARANTEE. Contractor guarantees all labor and materials furnished and agrees to complete the Project in accordance with directions and subject to inspection approval and acceptance by: Daniel Zimny (City Project Manager) PAYMENT. The City shall withhold retention as required by Public Contract Code Section 9203. PREVAILING WAGE RATES. Any construction, alteration, demolition, repair, and maintenance work, including work performed during design and preconstruction such as inspection and land surveying work, cumulatively exceeding $1,000 and performed under this Contract constitute “public works” under California Labor Code Section 1720 et seq., and are subject to state prevailing wage laws. 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 California Labor Code. Consistent with the requirement of Section 1773.2 of the California Labor code, a current copy of applicable wage rates may be obtained via the internet at: www.dir.ca.gov/dlsr/. Contractor shall not pay less than the said specified prevailing rates of wages to all such workers employed by him or her in the execution of the Contract. Contractor and any subcontractors shall comply with Section 1776 of the California Labor Code, which requires keeping accurate payroll records, verifying and Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E December 30th 2024 PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 2 City Attorney Approved 6/5/24 certifying payroll records, and making them available for inspection. Contractor shall require any subcontractors to comply with Labor Code Section 1776. DIR REGISTRATION. California Labor Code Section 1725.5 requires the Contractor and any subcontractor or subconsultant performing any public work under this Contract to be currently registered with the California Department of Industrial Relations (‘DIR’), as specified in Labor Code Section 1725.5. Labor Code Section 1771.1 provides that a contractor or subcontractor/subconsultant shall not be qualified to engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Labor Code section 1725.5. Prior to the performance of public work by any subcontractor or subconsultant under this Contract, Contractor must furnish the City with the subcontractor or subconsultant's current DIR registration number. CALIFORNIA AIR RESOURCES BOARD (CARB) ADVANCED CLEAN FLEETS REGULATION. 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 Board (CARB) 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. CALIFORNIA AIR RESOURCES BOARD (CARB) IN-USE OFF-ROAD DIESEL FUELED FLEETS REGULATION. Contractors are required to comply with the requirements of the In-Use Off-Road Diesel-Fueled Fleet regulations, including, without limitation, compliance with Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. More information about the requirements and Contractor’s required certification is provided in Exhibit C. CONSTRUCTION MANAGEMENT SOFTWARE. Procore Project Management and Collaboration System. This project may utilize the Owner’s Procore (www.procore.com) online project management and document control platform. The intent of utilizing Procore is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non- productive activities, reducing rework and decreasing turnaround times. The Contractor is required to create a free web-based Procore user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Procore because this platform will be used to submit, track, distribute and collaborate on project. If unfamiliar or not otherwise trained with Procore, Contractor and applicable team members shall complete a free training certification course located at http://learn.procore.com/procore-certification-subcontractor. The Contractor is responsible for attaining their own Procore support, as needed, either through the online training or reaching out to the Procore support team. It will be the responsibility of the Contractor to regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for use of Procore. It is recommended that the Contractor provide mobile access for Windows, iOS located at https://apps.apple.com/us/app/procore-construction-management/id374930542 or Android devices located at https://play.google.com/store/apps/details?id=com.procore.activities with the Procore App installed to at least one on-site individual to provide real-time access to current posted drawings, specifications, RFIs, submittals, schedules, change orders, project documents, as well as any deficient observations or punch list items. Providing mobile access will improve communication, efficiency, and productivity for all parties. The use of Procore for project management does not relieve the contractor of any other requirements as may be specified in the contract documents. Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 3 City Attorney Approved 6/5/24 Greg Elliott FALSE 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 Contract and not in anticipation of litigation or in conjunction with litigation. 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. 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. 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 (5) years and that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in contract bidding. Signature: ___________________________________ Print Name: ___________________________________ REQUIRED INSURANCE. The successful contractor shall provide to the City of Carlsbad, a Certification of Commercial General Liability and Property Damage Insurance and a Certificate of Workers’ Compensation Insurance indicating coverage in a form approved by the California Insurance Commission. The certificates shall indicate coverage during the period of the contract and must be furnished to the City prior to the start of work. The minimum limits of liability insurance are to be placed with California admitted insurers that have a current Best's Key Rating of not less than "A-:VII"; OR with a surplus line insurer on the State of California’s List of Approved Surplus Line Insurers (LASLI) with a rating in the latest Best’s Key Rating Guide of at least “A:X”; OR an alien non-admitted insurer listed by the National Association of Insurance Commissioners (NAIC) latest quarterly listings report. Commercial General Liability Insurance written on an “occurrence” basis, including 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. Property damage insurance in an amount of not less than……..$2,000,000 Automobile Liability Insurance in the amount of $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. The automobile insurance certificate must state the coverage is for “any auto” and cannot be limited in any manner. The above policies shall have non-cancellation clauses providing that 30 days written notice shall be given to the City prior to such cancellation. Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 4 City Attorney Approved 6/5/24 The policies shall name the City of Carlsbad as an additional insured. The full limits available to the named insured shall also be available and applicable to the City as an additional insured. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY. Workers’ Compensation limits as required by the California Labor Code. Workers’ Compensation will not be required if Contractor has no employees and provides, to City’s satisfaction, a declaration stating this. BUSINESS LICENSE. The Contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. INDEMNITY. Contractor agrees to defend (with counsel approved by the City), indemnify, and hold harmless the City and its officers, elected and appointed officials, employees and volunteers from and against all claims, loss, 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 related 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. THIRD PARTY RIGHTS. Nothing in this Agreement should be construed to give any rights or benefits to any party other than the City and Contractor. JURISDICTION AND VENUE. This Agreement shall be interpreted in accordance with the laws of the State of California. The Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this Contract is San Diego County, California. Start Work: Contractor agrees to start within five (5) working days after receipt of Notice to Proceed. Completion: Contractor agrees to complete work within one hundred (100) working days after receipt of Notice to Proceed. CONTRACTOR’S INFORMATION. Anderson & Howard Electric, Inc. 15 Chrysler (name of Contractor) 258268 (street address) Irvine, CA 92618 (Contractor’s license number) C-10, C-7 / April 30, 2024 (city/state/zip) 619-933-8687 (license class. and exp. date) 1000000070 / June 30, 2025 (telephone no.) contracts@aandh.com (DIR registration number/exp. date) (e-mail address) Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 5 City Attorney Approved 6/5/24 AUTHORITY. The individuals executing this Contract and the instruments referenced in it on behalf of Contractor each represent and warrant that they have the legal power, right and actual authority to bind Contractor to the terms and conditions of this Contract. CONTRACTOR ANDERSON & HOWARD ELECTRIC, INC., a California corporation CITY OF CARLSBAD, a municipal corporation of the State of California By: By: (sign here) Greg Elliott President Amanda L. Flesse, Utilities Director, as authorized by the City Manager (print name, title) By: ATTEST: SHERRY FREISINGER, City Clerk (sign here) Deborah Betts, Chief Financial Officer By: (print name, title) Deputy City Clerk If required by City, proper notarial acknowledgment of execution by Contractor must be attached. If a corporation, Contract must be signed by one corporate officer from each of the following two groups: Group A Group B Chairman, President, or Vice-President Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. APPROVED AS TO FORM: CINDIE K. McMAHON, City Attorney BY: _____________________________ Assistant City Attorney Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 6 City Attorney Approved 6/5/24 EXHIBIT A LISTING OF SUBCONTRACTORS BY GENERAL CONTRACTOR Set forth below is the full name and location of the place of business of each subcontractor whom the Contractor proposes to subcontract portions of the Project in excess of one-half of one percent of the total bid, and the portion of the Project which will be done by each subcontractor for each subcontract. NOTE: The Contractor understands that if it fails to specify a subcontractor for any portion of the Project to be performed under the contract in excess of one-half of one percent of the bid, the contractor shall be deemed to have agreed to perform such portion, and that the Contractor shall not be permitted to sublet or subcontract that portion of the work, except in cases of public emergency or necessity, and then only after a finding, reduced in writing as a public record of the Awarding Authority, setting forth the facts constituting the emergency or necessity in accordance with the provisions of the Subletting and Subcontracting Fair Practices Act (Section 4100 et seq. of the California Public Contract Code). If no subcontractors are to be employed on the project, enter the word "NONE." SUBCONTRACTORS Type of Work to be Subcontracted Business Name and Address DIR Registration No. & Expiration Date License No., Classification & Expiration Date % of Total Contract NONE Total % Subcontracted: 0% The Contractor must perform no less than 50% of the work with its own forces. Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 7 City Attorney Approved 6/5/24 EXHIBIT B Project: Knots Lift Station Electrical Replacements Location: 501 Knots Lane JOB QUOTATION ITEM NO. UNIT QTY DESCRIPTION PRICE 1 Disconnect pump 1 and pump 2 and lock out tag out. The pumps will be shutdown one at a time to facilitate the electrical replacements. 2 Replace the #10 wire and control wire from the MCC to each pump and provide terminations. Assumes conduit is free and clear. 3 Replace pump 1 and pump 2 contactors with new starters and overloads. 4 Replace the NEMA 4X stainless steel J-boxes for the pumps feeder and EPO button. 5 Provide a new SO cord strain relief for each pump. 6 Replace control wire from MCC to pump 1 and pump 2 Total $13,588.00 *Includes taxes, fees, expenses and all other costs. See Attachment A for clarifications and exclusions. Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 8 City Attorney Approved 6/5/24 EXHIBIT C In-Use Off-Road Diesel-Fueled Fleet Regulation Requirements CARB implemented amendments to the In-Use Off-Road Diesel Fueled Fleets Regulations that apply broadly to all self-propelled off-road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. More information about the requirements can be found at https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueled-fleets-regulation Contractors are required to comply with the requirements of the In-Use Off-Road Diesel-Fueled Fleet regulations, including, without limitation, compliance with Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. The City is a “Public Works Awarding Body,” as that term is defined under Title 13 California Code of Regulations Section 2449(c)(46). Accordingly, the Contractor must submit, with their pre-award contract documents, valid Certificates of Reported Compliance (CRC) for the Contractor’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Failure to provide a valid CRC, will limit the city’s ability to proceed with awarding this Contract. Contractor has an on-going obligation for term of this Agreement to provide copies of Contractor’s, as well as all listed subcontractors, most recent CRC issued by CARB. 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, 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. Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PWM25-3653UTIL KNOTS LIFT STATION ELECTRICAL REPLACEMENTS CONT. NO. 3840 Page 9 City Attorney Approved 6/5/24 EXHIBIT C (CONT.) IN-USE OFF-ROAD DIESEL-FUELED FLEET REGULATION CERTIFICATION Contractor hereby acknowledges that they have reviewed the CARB’s policies, rules and regulations and are familiar with the requirements of In-Use Off-Road Diesel-Fueled Fleet Regulation. Contractor hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Contractor’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. ☐ Contractor 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). Contractor 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). Contractor 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 Contractor: Anderson & Howard Electric, Inc. Signature: Name: Greg Elliott Title: President Date: Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E X 12/24/2024 SERVICE PROPOSAL Anderson & Howard Electric, Inc. 15 Chrysler Irvine, California 92618-2009 Tel: 949-250-4555 E-mail: serviceemail@aandh.com Customer City of Carlsbad Job date:Dec. 10, 2024 BID #:24-743 Job Name:Knots Lift-Station Pump Upgrade Customer Reference: User:Matt Pagan Billing address: Carlsbad Municipal Water Distric Attn: Daniel Zimny 5950 El Camino Real Carlsbad, California 92008 Cell: (442)359-2233 Site address: Carlsbad Municipal Water Distric 501 Knots Ln. Carlsbad, California 92008 Work Description Anderson & Howard Electric, Inc. submits the following proposal for your review and consideration. Scope of Work: ·Disconnect P-1 and P-2 and LOTO. The pumps will be shutdown and replaced one at a time. ·Replace the #10 wire from the MCC to each pump and provide all terminations. Assuming the conduit is free and clear. ·Replace P-1 & P-2 contactors with new starters and overloads. Provided by others. ·Replace the NEMA 4X stainless steel J-boxes for the pumps feeder and EPO button. ·Provide a new SO cord strain relief for each pump. ·Replace control wire from the MCC to P-1 & P-2. Clarifications: ·All work to be performed during normal working hours. ·Clear and unobstructed access will be given to the work areas. ·This proposal is based on current market levels and does not include costs for material escalations. ·Due to the current volatility in the raw material market, this bid is valid for 15 days only. ·We assume there is sufficient distribution of existing equipment for this project, including breakers. ·Applicable taxes are included. ·Anderson Howard shall not be held liable for errors or omissions in design of others, nor inadequacies of material and equipment specified or supplied by others. Exclusions: ·All costs associated with construction delays and labor or material shortages resulting from COVID-19. ·Bond premiums. ·Plan check/permit fees. ·Utility company charges. ·Code upgrade of existing electrical conditions. ·Premium time. ATTACHMENT A Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E Anderson & Howard Electric, Inc. 15 Chrysler Irvine, California 92618-2009 Customer City of Carlsbad ·Demolition/hazardous waste disposal. ·BIM and engineering. ·Arc flash and short circuit and coordination studies. ·Painting. ·Cutting into and patching existing walls. ·Parking fees. ·Access panels. ·Ceiling tile removal and replacement. ·Fixture and device seismic and support ceiling wires. ·Fire alarm - cabling, conduit, equipment or installation. ·Structured cabling [teledata/communications] - cabling, equipment, active electronics or installation. ·Sound, paging, masking - cabling, conduit, equipment or installation. ·DAS - cabling, conduit, equipment, design or installation. ·Security, CCTV, access control, intrusion detection - cabling, conduit, equipment or installation. ·Audio visual - cabling, conduit, equipment or installation. ·HVAC mechanical controls - cabling, conduit, equipment or installation, including 24v and 120/208v interconnections. ·Smoke evacuation system. ·Composite cleanup crew. Summary Total ($) Subtotal 13,227.31 Sales Tax (@ 7.750 %)360.69 Total $13,588.00 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E MARRON ON RD hAKE CALAVcRA Ro p AL oMAr;:_:.R-i--....._ ™--''<----+-----.:.....- PROJECT LOCA 710. SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 DEL RD PKWY ALGA BA T!QUITOS LAcooN [fV£NHAIN VICINITY MAP NOTTO SCALE INDEX OF SHEETS DRAWING NO. G-1 C-1 C-2 C-3 C-4 C-5 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 L-1 L-2 L-3 L-4 TITLE TITLE SHEET CIVIL NOTES CIVIL SITE PLAN PIPING PLAN PIPING SECTIONS CIVIL DETAILS STRUCTURAL NOTES PLANS, SECTIONS, DETAILS ELEVS., SECTS., DETAILS FOUNDATION+ DECK PLAN SECTIONS I SECTIONS II STAIRWAY DETAILS HANDRAIL DETAILS ELECTRICAL SYMBOLS AND ABBREVIATIONS ELECTRICAL SITE PLAN POWER AND LIGHTING PLAN SIGNAL PLAN SINGLE LINE DIAGRAM AND DETAILS MAIN CONTROL PANEL (MCP) DETAIL CONTROL DIAGRAM -No.1 CONTROL DIAGRAM -No.2 CONTROL DIAGRAM -No.3 SCHEDULES IRRIGATION SPECIFICATIONS IRRIGATION PLAN PLANTING SPECIFICATIONS PLANTING PLAN CONSTRUCTION PLANS FOR KNOTS LANE LIFT ST A TION -~ (~-1•· . • .•· ' l ,___ -\.l Vtilfl'. • k () .. CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA JUNE 1998 1 2 REEVE RD. \ 3 KNOTS LN. \ \\ II II II BATIQUITOS LAGOON LOCATION MAP BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS-PRESIDENT RAMONA FINNILA-VICE PRESIDENT ANN J. KULCHIN-DIRECTOR MA TT HALL-DIRECTOR JULIE NYGAARD-DIRECTOR RAYMOND R. PATCHETT-EXECUTIVE MANAGER ROBERT J. GREANEY-GENERAL MANAGER WILLIAM E. PLUMMER-DISTRICT ENGINEER NOTTO SCALE LEGEND --56-....-- V22?2Zl?ZZZZI --- ---IIIY.5'-- ex\?J SPOT ELEVA T!ON CONTOUR ORIGINAL CONTOUR DIRECT!ON OF FLOW ,f." A.C. PAVEMENT/ 6" A.B. SOUND WALL REDWOOD HEADER 6" PVC SEWER FORCE MAIN {CL 125) WATER SER\1/CE BACKFLOW PREVENTER ---/0" PVC SEWER MAIN 'il' --~ _ THRl)ST BLOCK ------0-SEWER ACCESS HOLE CITY OF CARLSBAD REFERENCE DRAWINGS DWG No. 357-5 POINSETTIA SHORES AREA A-4 IMPROVEMENT Pl~NS DWG No. 357-4 POINSETTIA SHORES AREA A-3 IMPROVEMENT PLANS DWG No. 337-9B POINSETTIA SHORES AREA MASS GRADING PLANS --I[-FLOW LINE OF SWAL£1 ---,[I.,..= PROPERTY LINE ~ EXIST. SLOPE EDGE OF EXIST. PA VEf.(ENT ---s-EXIST. SEWER MAIN ---Ii_-EXfST. STREET CENTfflLINE R/W-EXfST. RIGHT-OF-WA V LINE ©-a-EXIST. WATER METER ~ -w-DtJST. WA TER LINE ---EXIST. SEWER FORCE MAIN <l ~ EXIST. ORI 1-fWA Y EXIST. CURB &: GUTT£R :~~-~~ :·:·:,_:· '"•··· . \' \\ •,'\ ,. ';, I'' , \ I' ' ,.,, ',' c&J~l;: ,gp.;, :,rua C-1 CARLSBAD MUNICIPAL W, TER DISTRICT DWG No. 357-SA POINSETTIA SHORES AREA A-4 GRADING PLANS OWG No. 357-4A POINSETTIA SHORES AREA A-3 GRADING PLANS Sheet 28 1 ENGINEER/NG DEPARTMENT Sheets APPROVED RECORD ORA WINCS f)FC,IGNrn· DISTRICT APPROVED CHANCES BENCHMARK l)esr:nj7/io,, Appruv"d ' Dale AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DA TA KNOTS LAN£ LIFT STA TION TITLE SHEET ---~ NOL TE and ASSOCIATES CPS/LJ Dl<AWN: 1 ffC'OP!2 PRllif/ll,l{J ------+ 4:"'$0·99 DESIGNATION.· .. O.C. 0147 OESCRIPTION: .. STANDARO DISC SET FLUSH IN E. COR. ON N. Eajneera / Plarvler8 / &rveyora LJ 5469 KEAl'.NY VILL,\ l!D .. :-n;r,,-: :10f,, ~AN DJ[GO, CA. n:23 [_619) Z7B-931J.! l"JATf: EN·JINt:.1:.ls 0" WORi< 08/07/98 ,JOfl 'JO CARI. P. 51:."l~!JNEN R.c.E. 'i~:;191 (rXP. 3-Y -00) DATf SD0410ps ABUTMENT OF E. BR. /4~ ,'//. ../:§1{ --+-----l£LEVATION: ...... 50.558 M.S.I. ;u.,t'-i t ,,_ ·w..MM ............... 28176 /1-sa-22 , ,... TR 'Lll.;,M £ r,'l11uu=> LOCATION: ........ APPROX 300 S. OF S. r.N Y TO CARLSBAD Di,in'cl Cn91i?eer· \.'I, • n v,r,,wcn Ht.:' Date 1--t--------1 STA TE PARK 40' £ OF CL OF N. BOUND f<'EWSrRAT!ON DF!Hf., .J-3! "2. -----------+-· ·--+---~--1 CARLSBAD BL'ID ON PONTO BR. No. A78B2 Drwn.: LJ Checked." CMWD 91t-402 DWG NO. 357-58 I I I 1 I I I i • I t ~ I! ' ' Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PROCEDURES FOR PROCESSING SHOP DRA IMNGS. SUBMITTALS. CHANGE ORDERS. AND REQUESTS FOR INFQRMA TION 1. SHOP DRAW!NGS, SUBMITTALS, AND CHANGE ORDERS SHALL BE PROCESSED IN ACCORDANCE WITH SECTION 2 AND 3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, 1997 EDITION. 2. THE AGENCY IS CARLSBAD MUNICIPAL WAiTR DISTRICT. J. THE ENGINEER IS THE DISTRICT ENGINEER FOR CARLSBAD MUNICIPAL WATER DISTRICT OR HIS APPROvED REPRESENTA T/vf" AT {760} 438-3367. NO CHANGES TO THE PLANS OR SPEC/FlCA TTONS SHALL BE MADE W!THOUT APPROVAL OF THE ENGINEER. 4. THE ENGINEER OF WORK IS NOL iT ANO ASSOC/A iTS AT {619) 278-9392. 5. THE PROJECT INSPECTOR IS THE ENGINEER'S REPRESENTATIVE FOR INSPECT/ON, AND ADMINISTRATION. THE PROJECT INSPECTOR IS ASSIGNED BY THE CITY OF CARLSBAD'S ENGINEERING INSPECT/ON SECTION AT {760} 438-3891. 6. WHEN SUBM/TiTD FOR THE ENGINEER'S RE\1/EW, SHOP DRAW!NGS SHALL BEAR THE CONTRACTOR'S CER71FICA TION THAT HE HAS RE\1/EWFD, CHECKED AND APPROVED THE SHOP DRAWINGS AND THAT THEY ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUBSCRIBE TO AND SHALL PLACE THE FOLLOWING CERT/FICA T/ON ON ALL SUBMITTALS.· "/ HEREBY CERTIFY THAT THE EQUIPMENT AND MATERIAL 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 BY:_____________ TITLE: ___________ _ DA TE: _________ COMPANY NAME· __________ _ 7. THE CONTRACTOR SHALL PR0\1/DE AND KEEP UP-TO-DA TE A COMPLETE "AS-BUil T" RECORD SET OF BLUEL/NE PRINTS, WHICH SfiALL BE CORRECTED IN RED DAILY AND SHOW EI/ERY CHANGE FROM THE ORIGINAL DRAW!NGS AND SPECIFICATIONS AND THE EXACT "AS-BUil T" LOCATIONS, SIZES AND KINDS OF EQUIPMENT, UNDERGROUND PIPING, VALVES, AND ALL OTHER WORK NOT \I/SIBLE AT SURFACE GRADE. THIS SET OF DRAWINGS SHALL BE KEPT ON THE JOB SITE AND SHALL BE USED ONLY AS A RECORD SET AND SHALL BE DELIVERED TO THE PROJECT INSPECTOR UPON COMPLETION OF THE WORK. Tl-IE PROJECT INSPECTOR W!LL SUBMIT THESE TO THE ENGINEER OF WORK TO PREPARE FINAL AS-BUil T DRAWINGS. 8. A PRE-CONSTRUCT/ON CONFERENCE SHALL BE HELD AT THE LOCATION, DATE, AND 71ME DES/GNA TED BY THE PROJECT INSPECTOR. THE MEETING SHALL BE ATTENDED BY THE INSPECTOR, THE ENGINEER OF WORK AND THE CONTRACTOR AND HIS SUPER!NiTNOENT AND ANY REPRESENTATIVES OF REGULA TORY AGENCIES. 9. PROJECT MEETINGS SHALL BE ATTENDED BY THE ATTENDEES NAMED AB0\1£ THE ENGINEER OF WORK WILL RECORD MINUTES FOR EACH MEETING AND W!LL FURN/SI-I COPIES TO THE CONTRACTOR WITHIN FlVE WORKING DA Y.5' THEREAFTER. IF THE CONTRACTOR DOES NOT SUBMIT WR!TiTN OBJECTION TO THE CONTENTS OF SUC/-1 MINUTES W!THIN SEI/EN DAYS AFTER PRESENTA T/ON TO HIM, IT SHALL BE UNDERSTOOD AND AGREED THAT THE CONTRACTOR ACCEPTS THE MINUTES AS THE TRUE AND COMPLETE RECORD OF THE MEETING. THE DA TES, TIMES AND LOCA T/ONS FOR THE VARIOUS MEETINGS SHALL BE AGREED UPON AT THE PRE-CONSTRUC710N CONFERENCE 10. REQUESTS FOR INFORMA TTON, SUBMITTALS, AND REQUESTS FOR CHANGE ORDERS S/-IALL BE SUBMITTED TO THE PROJECT INSPECTOR. THE PROJECT INSPECTOR W!LL COORDINATE THE RESPONSE THROUGH THE APPROPRIATE INDIVIDUALS BACK TO THE CONTRACTOR. 11. START-UP AND TESTING PROCEDURES T/-1£ FIELD START-UP AND TESTING FOR Tl-IE LIFT STATION S/-/All BE DONE IN Tl-IE FOLLOW!NG T/-IREE PHASES: 1. PRE-OPERATIONAL CHECK our 2. A TWO-DAY START-UP AND TESTING PERIOD WIT/-/ MANUFACiVRERS PRESENT, AND .3. A FULL T/-1/RTY CALENDAR DAY OPERATIONAL TEST T/-1£ CONTRACTOR SHALL PROVIDE START-UP AND TESTING PROCEDURES FOR ALL Tl-IRE£ TESTS FOR APPROVAL TO T/-1£ ENGINEER TWO-WEEKS PRIOR ro EACH TESTING PHASE. All COSTS ASSOC/A TED W!TH THE TESTING P/-IAS£.S S/-IALL 8£ THE RESPONSIBILITY OF T/-IE CONTRACTOR. THE PRE-OPERATIONAL C/-IECK OUT SHALL BE COMPLETED BY T/-1£ FOLLOW!NG EQUIPMENT MANUFACTURERS: FLOW METER, PUMP, C/-IECK VAL VE. GENERA TOR, PUMP CONTROL PANELS, MAIN CONTROL AND BUBBLER CONTROL PANELS. Tl-IE CHECK OUT SHALL BE T!-IOROUC/-1 AND EXTENSIVE. EACH MANUFACTURER SHALL T/-IEN PROVIDE A CERT/FICA T/ON VERIFYING Tl-IA T T/-IEIR RESPECT/VE PIECE{S) OF EQUIPMENT HAS BEEN INSTALLED PER T/-1£/R RECOMMENDA T/ONS AND IS READY TO BE POWERED UP OR STARTED UP. EACH MANUFACiVRERS CERT/FICA TION SHALL BE APPROVED BY Tl-IE ENGINEER PRIOR TO Tl-IE TWO-DAY START-UP AND TESTING PERIOD. Tl-IE TWO-DAY START-UP AND TESTING PERIOD SHALL BE PERFORMED IN Tl-IE PRESENCE OF ALL T/-1£ MANUFACiVRERS LISTED IN THE PRE-OPERATIONAL CHECK OUT PERIOD. T/-1/S TEST SHALL BE PERFORMED USING POTABLE" WATER. THE CONTRACTOR SHALL CONSTRUCT A MANIFOLD TO CIRCULATE WATER FROM A CONNECTION POINT IN THE LIFT STAT/ON DRY PIT OR OUTSIDE OF Tl-IE STRUCTURE TO T/-1£ WETWELL. AFTER ADJUSTMENTS, REPAIR, OR REPLACEMENT OF EOUIPMENT IS MADE TO CONFORM TO Tl-IE CONTRACT REQUIREMENTS, THE TEST CAN BEGIN. ONCE Tl-IE TEST BEGINS, All EQUIPMENT IN CONJUNCT/ON W!T/-1 ALL OT/-IER EQUIPMENT MUST OPERATE TROUBLE FREE OR THE TEST S/-IALL BE REPEATED. W/-IEN T/-IE CONTRACT DOCUMENTS DO NOT SPECIFY TOLERANCES, TEST RESULTS SHALL COMPLY WIT/-/ TOLERANCES ESTABUS/-IED BY RECOGNIZED INDUSTRY PRACTICES SUCH AS T/-1£ HYDRAULIC INSTITUTE STANDARDS. T/-1£ TWO-DAY OPERATIONAL TEST RESULTS SHALL BE APPROVED BY T/-1£ ENGINEER PRIOR TO THE FULL T/-l!RTY-DA Y OPERA TlONAL TEST. THE FULL THIRTY-DAY OPERATIONAL TEST SHALL BE PERFORMED USING POTABLE WATER. THE FULL OPERA T/ONAL TEST SHALL INCLUDE NORMAL LIFT STATION OPERA TING CONDITIONS INCLUDING FLUCiVA TIONS IN Tl-IE WETWELL LEVELS. Tl-IE CON TRACTOR MAY C/RCULA TE WATER FROM T/-1£ END OF THE LIFT STA 770N FORCE MAIN BACK TO Tl-!£ GRAVITY SYSTEM Tl-IA T CONNECTS TO Tl-IE LIFT STA 770N OR PROVIDE POTABLE WATER AT T/-1£/R EXPENSE. T/-1£ MINIMUM NUMBER OF STARTS IN A TWENTY-FOUR /-/OUR PERIOD SHALL NOT BE LESS T/-IAN 18 NOR S/-IALL Tl-IE TOTAL RUN HOURS BE LESS T/-IAN 2 PER DAY. AFTER A SUCCESSFUL, TROUBLE FREE CONSECUTIVE T/-1/RTY DAY PERIOD /-/AS BEEN PERFORMED, ACCEPTANCE PROCEDURES Will BEGIN. Tl-IE FIRST STEP IN THE ACCEPTANCE PROCEDURES WILL BE A NOTICE OF COMPLETION ISSUE[) BY THE 0/STRICT ENGINEER OF THE CARLSBAD MUNICIPAL WATER DISTRICT (DEFINED AS ENGINEER). AFTER T/-1£ NOTICE OF COMPLETION /-/AS BEEN ISSUED, BUILDING PERMITS FOR /-IOUSES TRIBUTARY TO Tl-IE LIFT STATION MAY BE ISSUED AND RAW SEWAGE MAY ENTER INTO Tl-IE LIFT STATION WETWELL AND BE PUMPED PROVIDED T/-IAT A MINIMUM OF 6,000 GALLONS OF SEWAGE IS A VAILABLE TO BE PUMPED TI-IROUC/-1 T/-1£ LIFT STA/ON OR A MAXIMUM WFTWELL/FORCE MAIN OETENT/ON TIME OF LESS THAN 6 /-/OURS IS OBTAINABLE. THE WARRANTY PER/00 FOR ALL EQUIPMENT, EXCEPT FOR LANDSCAPING. WILL BEGIN ON Tl-IE DA TE OF THE NOTICE OF COMPLETION. Tl-!£ DAT£ OF T/-1£ NO TICE OF COMPLE110N WILL ALSO DEFINE Tl-IE DA TE IN Wfi/CH T/-IE CARLSBAD MUNICIPAL WATER 0/STRICT W!LL BE RESPONSIBLE FOR UTILITY BILLINGS. ALL TRAINING SHALL BE COMPLETED AND OPERATIONS AND MAINTENANCE MANUALS SHALL BE REC£.l'IED/COMPLETED BY THE DA TE OF THE NOT1CE OF COMPLETION. THE PUNC/-1 LIST OF ITEMS FOR THE CONTRACTOR MUST 8£ 90% COMPLETE WITH NO OUTSTANDING ISSUES PRIOR TO THE DA TE OF THE NOTICE OF COMPLETION. Tl-IE 90% COMPLE710N OF THE PUNC/-1 LIST ITEMS IS ALSO W!LL BE T/-1£ DEFINl710N OF "SUBS TANT/ALLY COMPLETE" AS IT RELATES TO TEN TA 71VE MAP OR ANY OT/-IER CONDITIONS OF APPROVAL. FINAL ACCEPTANCE IS DEFINED AS THE DATE T/-IAT NO PUNC/-1 LIST ITEMS REMAIN, NO OPERATIONAL PROBLEMS CONTINUE, ANO ALL SYSTEM COMPONENTS ARE DEEMED COMPLETE BY Tl-IE ENGINEER. $01£8 NOTES I) SEWFR MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W!TH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWFR SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS ANO SPECIFICATIONS~ AND THE STANDARD SPECIF/CA T/ONS, MARCH 1997, AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCllON, LA TEST EDITION (GREEN BOOK}. 2) THE CONTRACTOR SHALL OBTAIN AN EXCA VAT/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL AD/-IERE TO ALL PR0\1/SIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3) BEFORE ANY CONNECTION TO THE DISTRICT'S EX/S71NG SY.S'TEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROvED BY THE DISTRICTS ENGINEER AND SUPERINTENDENT. 4) BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5) THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NC INSPECT/ON 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. {TELEPHONE NO. [760] 438-3891}. SEHf"R fQRC£ MAIN NOTES I} AT 45 DEGREE BEND USE THRUST BLOCK WITH A MINIMUM OF 10 SQUARE FEET AGAINST UNDISTURBED SOIL. 2) ALL FITTINGS AND BENDS SHALL BE DOUBLE WRAPPED W!TH EIG/-IT MIL POLYETHYLENE ENCASEMENT. TAPE ALL SEAMS TO PROVIDE A WATER TIG/-IT SEAL. .3) THE BEDDING IN THE PIPE ZONE SHALL BE SAND PER SSPWC {GREEN BOOK) 306-1.2.1. PIPE ZONE SHALL EXTEND 12" ABOVE THE PIPE AND 6" BELOW THE PIPE. CROSS REFERENCE SYSTEM 1. A SECTION CUT ON DRAWING Ml IS IDEN71FIED AS FOLLOWS ■~r-----DIRECTION OF \1/EW---~-~-SECTION LETTER 1.------------•~t--M,;A,,;,_2.,,.,._ DRAWING WHERE SECTION IS SHOWN 2. ON DRAWING M2 THE SECTION IS IDENTIFIED AS FOLLOWS SECTlON ~ SECTlON LETTER ""sc""A'--L"--E.-.---",.,...=-,3"'"• -----------,f--Mi-,A-'----,-4 -DRAWING WHERE SECTION OR/CINA TED 3. DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATHER THAN LETTERS DETAIL e=DETAIL NUMBER N;;;.;;O'::,T"-'7i="'v;;--;;;;s-=cA..,.L'"'E=-----------t--------'_'-I IND/CA TES DETAIL IS ON SAME SHEET CIWL ABBR£VIA TIQNS EXIST. EXISTING P. V.C. POL Y\1/NYLCHLOR/DE A.G. ASPHAL TIC CONCRETE A.B. AGGREGATE BASE /.£ INVERT ELEVA T/ON I[ FLOWLINE f CENTERLINE f PROPERTY LINE FLG. FLANGED D.I.P. DUCTILE IRON PIPE MIN. MINIMUM FG FINISHED GROUND FS FINISHED SURFACE EP EDGE OF PAVEMENT TC TOP OF CURB (56.6} EXISTING ELEVA TION CMWD CARLSBAD MUNICIPAL WA TER DISTRICT owe DRAWING DET DETAIL SST STAINLESS STEEL TB THRUST BLOCK P.O.C. POINT OF CONNECT/ON LETTER IND/CA TES SHEET TYPE G -GENERAL C -C/\1/l S -STRUCTURAL E -ELECTRICAL L -LANDSCAPE r:>t·;IL.NEC:: N ~ NOL TE and ASSOCIATES ""'"~Ps/LJ .. Ergileere / Planner8 / 8,rveyors LJ 5460 KllARNI VII.LA. R[), ~lll'fli: :Jfl5, fAN [l!ECO, CA 0212J (St!I) 278-00P2 DAlL ENG,,EER •CF #ORK 08/07 /98 APPROl,£D RECORD DRAWINGS Hl:(~ISIA-'A/f(}N f.Xf-'iHf.) ,:i-,.>r-uz I SPECIAL NOTES DESIGN AND EQUIPMENT DA TA 1. CONTRACTOR IS RESPONSIBLE TO NOTIFY Tl-IE ENGINEER OF WORK WHENEvER THESE PLANS SEEM UNCLEAR THIS NOTIFICATION SHALL BE MADE IN ADVANCE OF CONSTRUCT/ON TO ALLOW THE ENGINEER OF WORK ADEQUATE TIME TO RESPOND, 2. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR SUPERVISING GRADING OPERATIONS OR GRADING WORK DON£ THE CONTRACTOR IS SOLELY RESPONSIBLE. THE LETTER FROM THE GEO TECHNICAL ENGINEER IS INCORPORATED INTO AND MADE A PART OF THIS PLAN. J. DE\1/A T/ONS IN THE EXISTING ELEVA T/ONS S/-IOWN /-/£REON MAY EXIST AT Tl-IE TIME OF CONSTRUCT/ON. CONTRACTOR SHALL VERIFY EXISTING ELEVAllONS OF THE GROUND AT THE SITE, AND NOTIFY THE ENGINEER OF WORK OF ANY DISCREPANCIES SUFFICIENTLY IN ADVANCE OF GRADING WORK TO ALLOW FOR MOD/FICA TION OF THESE PLANS. 4. NO BLASTING S/-IALL BE DONE UNTIL PERMISSION IS OBTAINED FROM THE GOVERNING PUBLIC AGENCY. THE CONTRACTOR IS ALSO REQUIRED TO NOTIFY THE ENGINEER OF WORK PRIOR TO PERFORMING ANY ROCK REMOVAL OPERA T/ONS. 5. THE CONTRACTOR S/-IALL BE RESPONSIBLE FOR MAINTAINING APPROPRIATE EROSION CONTROL FACILITIES THOUGHOUT THE DEVELOPMENT OF THE PROJECT. 6. NEITHER Tl-IE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA710NS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE, AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAW-> AND REGULA TIONS. 7. THE CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOBS/TE CONDITIONS DURING THE COURSE OF CONSTRUC710N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. AND THAT THIS REQUIREMENT S/-IALL APPLY CONT/NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECT/ON W!TH THE PERFORMANCE OF THE WORK ON THIS PROJECT, £XCEP71NG LIABILITY ARIS/NG FROM THE SOLE NEGLIGENCE OF THE ENGINEER, AND HEAL TH STANDARDS, LAW-> AND REGULA TTONS. 8. LOCATIONS AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PROPOSED ON THESE PLANS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 9. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL vERIFY THE HORIZONTAL AND VERTICAL LOCA TTON OF UNDERGROUND UTTLITIES. TO Tl-IE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UT/LIT/ES EXCEPT AS SHOWN ON THESE PLANS. 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER, AND THE CITY INSPECTORS. THE GENERAL CONTRACTOR SUPERINTENDENT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT INFORMATION OF A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE GIVEN TO THE ENGINEER OF WORK AT THE COMPLETION FO THE PROJECT AND CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE 11. CONSTRUCT PA \I/NG, /RR/GA 710N, AND LANDSCAPE AFTER SOUND WALL IS CONSTRUCTED UTILITY CONTACTS THE CONTRACTOR SHALL vERIFY THE EXISTENCE AND LOCA T/ON OF ALL UT/LIT/ES BEFORE COMMENCING WORK. AT LEAST TWO (2) WORKING DA Y.5' PRIOR TO EXCA VAT/ON, NOT/CE OF Tl-IE PROPOSED WORK SHALL BE G/vEN TO.- UNDERGROUND SERVICE ALERT 1-800-422-4133 PROPOSED WORK WHALL BE COORDINATED WITH Tl-IE FOLLOWING UT/LIT/ES: SAN DIEGO GAS &-ELECTRIC CAROL CHAPO PACIFIC BELL JANINE ANDERBURG {760) 480-7653 (760} 489-3103 DISTRICT APPROVffJ CHANGFS INFLUENT WASTEWATER FLOW NUMBER OF EDU's FLOW PER EDU A VERA GE DAILY FLOW PEAKING FACTOR PEAK FLOW SEWAGE PUMPS TYPE NUMBER MOTOR SIZE SPEED RA TING POINT EMERCE.'NCY GENERA TOR TYPE SIZE FUEL CONSUMPTION SUMP PUMP TYPE NUMBER MOTOR SIZE SPEED RA TING POINT SUPPLY FAN TYPE MOTOR SIZE MOTOR RA TING CAPACITY EXHAUST FAN TYPE MOTOR SIZE MOTOR RATING CAPACITY BENCHMARK Descniolion /1pprovedc__i--=-D-"'o""'t"'=-."" ACENCY.· .......... NORTH COUNTY VER71CAL CONTROL DATA ILD RFCO.f'P i?.f'.'91;!",'IM,l~tJ~----------+----+I <>~·~;=o~•9-"-19 DESIGNA T/ON: .. O.C. 0147 DESCRIPTTON: .. STANOARD DISC SET FLUS/-/ IN E. COR. ON N. ABUTMENT OF£ BR >--+----~------------------------------·---+-----I ELEVA T/ON: ...... 50.558 M.S.I. l--+-----------------+----t--------1 LOCA T/ON: ........ APPROX 300' S. OF S. ENTRY TO CARLSBAD STA TE PARK 40' E. OF CL OF N. BOUND CARLSBAD BL Im ON PON TO BR. No. A 78B2 712 220 CPD 109 GPM 3.25 .355 GPM NON-CLOG CENTRIFUGAL, IMMERSIBLE MOTOR 2 PLUS 1 SPARE IN GENERA TOR BUILDING 10 /-IP 1800 RPM 355 GPM A T 44 FEET TDH DIESEL FUELED 20 KW 2. 0 GPH A T FULL LOAD SUBMERSIBLE EFFLUENT PUMP 1 1/3 HP 1550 RPM 15 GPM AT 30 FEET TDH FORWARD CURVED CENTRIFUGAL 1/4 HP 120 VOLT, SINGLE PHASE 800 CFM AT 1/4" S. P. BACKWARD INCLINED CENTRIFUGAL 1/4 HP 120 VOLT, SINGLE PHASE 800 CFM AT 1/8" S. P. C-1 CARLSBAD MUNICIPAL WA li~R DISTRICT Sheet 2 Orwn __ , LJ C/-Jtjckecf ENGINEERING OEPARl llENT KNOTS LANE LIFT STATION Cl i4l NO TE~~ 28 Sheets 8-20-98 Dale CMJ,ID 97-4 72 DWG NO. Ji 7-58 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E 0 0 0 @ 11 COORDINATE DA TA NORTHING EASTING OESCRIPTTON 8967,761 CENTER OF ACCESS HOLE 8979.033 10" SEWER AT INSIDE WALL OF WET WELL 6" FORCE MAIN AT INSIDE WALL OF PUMP ROOM 6" FORCE MAIN CENTER OF 45' ELBOW 7829.980 6" FORCE MAIN AT P.O.C. {PROPERTY LINE) 7745414 7726.646 7756.080 8979053 7765.407 9004.390 7826.234 8981.469 7809.898 8937.087 t,.-00 '2 7 '29 ' ... ',---·-·-·--' ~ \ \ ~----_·_--_-_. =r.·i:1 --· \ ··-······---\--················-·· ..................... •-···· I I I \ /- \~ \ \ \ \ \ \ PROPOSW -~SOUNDWALL -4;---._ (BY OTHERS} \ 6" MIN. A.B. SCARIFY AND RECOMPACT s• MIN. NA T1VE SUBCRADE TO 95X 1....-----,flC..----~~RELA TTVE COMPACTION PA V£U£NT SECTION NOT TO SCALE ,: .. A 1"-l __ ) .,.,. I V ---···········-- ------------------------------51 R=l 1579.20' N 2072'30" W ----- STA. 9+52.11 KNOTS LANE; I.E. 24.93 INSTALL REDWOOD 4"x 4"x B' POST (w/ 6" EXPOSED ABO\.£ TRENCH BACKFILL}: CAP 10" SEWER MAIN 2072'45" W \ I I l I I STA. 10+00 KNOTS LANE I I / I CONNECT TO B" GRA "1TY SEWER SEE Dil'G. No. 357-5, SHEET No. 12 ~ (IE 25.85) . STA. 10+00 KNOTS LAN£ CONNECT TO 6" SEWER FORCE MAIN {IE 43.33) -.. ·1 I I I \\ GB6K t• WA /FR METE:,"1-------\:-------1--~-----""--__J P. CMWD DWG -~ I I I or~~m N~ NOL TE and ASSOCIATES CPS/LJ DRAWN: Boieare / PlaMer8 / Q.rveyors LJ Metl KEARNY VILIJ. RD.,SillfE :lll!i, SAK DIEGO, CA 11212:1 (~Ill) 2711···9:!lli DATE: ENGINEER OF WORK: 08/19/96 Ir------------- -JOB NO; CARL P. SEPPONEN R,C.E, 2:6:391 (ExP, ::; :,1 00) om i "1 \ ~ \ \'"' \" VJ;------t---.t----+-1-'-----+------.,,-----.--I \ \ ,---------~------".---~ APPROVED RECORD ORA WINGS I I . ;?z-~r--/,, ?~u 28176 Dis/net Engineer:'LLIAM £. PLUMMER RCE REGISTRA noN EXPIRES ..5-.57-02. GRAPHIC SCALE O' 5' to' 15' 20' ------------- SCALE.• 1"-5' .. -, -~ ....... DISTRICT APPROVE@ CHANCES BENCHMARK Oesa""-i -"li"'on"--------+--'-A=rcso:..cs,c,ed'---j+,D:':at:"e:;;:;;lAGENCY: .......... NORTI-I COUNTY VERTfCAL CONTROL DA TA T REPL-·-···· • 9·10-DES!GNATfON: .. O.C. 0147 1----+----------------+-----,-----1DESCRIPTTON: .. STANDARD DISC SET FLUSH IN E. COR. ON N, ABUTMENT OF £ BR. >---+-----------------+----1-----1£L£VATJON: ...... 50.558 M.S.I. //,,~ -~ LOCATTON: ........ APPROX. 300' S. OF S. EN~Y TO CARLSBAD Date STA TE PARK 40' £. OF CL OF N. BOUND CARLSBAD BLVD ON PONTO BR. No. A78B2 l c::, ~ '>:: Is! l!J <\.:' C-2 CARLSBAD MUNICIPAL WATER DISTRICT Shl'JlJf 3 £NGIN££RING DEPARTMENT KNOTS LANE LIFT STATION CIVIL SITE PLAN --#4.?4 • C ~ .... ... 2a176 Dislric! Cnqine0r: W!idJ £. PLUMMER RCC HE.G1S.'RII !/UN t'XfW~t."S J-37-02 . Drwn.: LJ Checked: CMWD 97-402 owe NO. 357-SB 28 Shl'JlJtS I I Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E POINT (!) 0 0 0 © 0 0 @ 0 @ (1~ ' ·\· \ COORDINATE DA TA NORTHING 7818.980 7772.057 7774.074 7810.293 7829.980 7718.944 7700.809 7755.438 7765.110 7826.234 7809.898 \ ✓--- \ \ \ I I EASTING 8961. 761 8979.033 8984.351 8970.997 8980.091 9002.867 9009.567 8978.756 9005.031 8981.469 8937.087 ~ N ---•.-; I ---~ ___ .,.... \~; \ \ \ \ DESCRIPTION CENTER OF ACCESS HOLE 70" SEWER AT INSIDE WALL OF m::T WELL 6" FORCE MAIN AT INSIDE WALL OF PUMP ROOM 6" FORCE MAIN CENTER OF 45' ELBOW 6" FORCE MAIN AT P.O.C. (PROPERTY LINE} MCC BUILDING FOOTING MCC BUILDING FOOTING LIFT STA T!ON FOOTING LIFT STA T!ON FOOTING POC TO" GRA W'TY SE/,Jil;R END 10" GRA vJTY SEWER GENERATOR BUILDING HOSE BIBB AND RACK SEE DET. (7\ ·' --· u----.... ',/ :~·:\.,f:¥~;~:/Si.'",;;~, , , ,'" ~~ \ .. : ,;;'.l;i •• 'i,~ ·,· .. -.:--(.\_;:.;,,: • MIN. A.C. Pl/MT. (jo'.:6000 (~;,003-o'i½ 8 ogo 0 -0 ;)gou 6" MIN. A.B. oo oa o :."J oo --+-I="'"'---------'-"""'-SCARIFY AND RECOMPACT 6" MIN. NA Tll-'F SUBGRAD£ TO 95% '-----------~ RELA Tll-'F COMPACTION TYPICAL PAVEMENT SECTION NOT TO SCALE N ... CARL P. SEPPOr<EN I / 7 -' I ,, • , •• """? ., •••• I I I £ OfSIGNED. NOL TE and ASSOCIATES CPS/LJ r.>RAWN: ~ o / Plamera / &rveyora LJ 5489 KEARNY \/ILLA lill,.3\;J']'k 30:'.i, SAN 1m:rw, CA. !'.l:c12:'1 (!l1!l) 2'tA-!l~2 DATC: i:'N!;INHft (JF W:)RI< 10/01/99 JOB NO: R.C.~. 2e;J91 (E.xr:· .3--J{_:·i:nlJ f)ATF DRY PIT 116. 04' • \ 1" COPPER PLANT WATER LINE :: TRANS-: _:FORMER> I. '--· BACKFLOW PR. CMIW DWG W-20 STA. 9+52.71 KNOTS LANE; I.E. 24.93 INSTALL REDWOOD 4"x 4"x 8' POST (w/ 6" EXPOSED ABDI-£ TRENCH BACKFILL}; CAP to• SEWER MAIN N 2072'45" W 1" 'A TER METER PEi UHV DWG W-3 @c----,-----l■l-----1---+------· r-------------------',-------, I \ APPROVED RECORD DRAWINGS _A/4Z'/4t-r:, wiifi« , 1--.~ ~ 28176 II-'10 .. -c99 U/slrtcl tn91r;eer: 'LL M E. PLUMMER RCE 0ate RC(;/STRA rtON FX.n.','i'FS .J-.Jt-02. \ GRAPHIC SCALE o· s· 10' 1s· 20' SCALE.· 1 "= 5' t; DISTRICT APPROVED CHANGES BENCHMARK Descri lion Approved Dale AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DA TA r--,,n-,R."''l'C.-aco"'l?"P,-------,P;,..f1;;-;'li,;;~,;t~"t;-,,---------10-1-DESIGN A 7/0N: .. 0. C. 0147 ----------+----+-------,DESCRIP7/0N: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. -----t--------t------, ELEVA TION: ...... 50.558 M.S.I. -----------t-----i----------1 LOCA 7/0N: ........ APPROX JOO' S. OF S. ENTRY TO CARLSBAD ,-----,----------STA TE PARK 40' £ OF CL OF N. BOUND CARLSBAD Bl Im ON PONTO BR. No. A 7882 • J' / ' ( .i/ ,!./.. ' ' I ;-. / . I / ' ' I ' ' ' STA. 10+00 KNOTS LANE CONNECT TO 8" GRAVITY SEWER SEE DWG. No. 357-5, SHEET No. 12 (_W) (IE 25.85} 1· STA. 10+00 KNOTS L.ANE . CONNECT TO 6" SEWER FORCE MAIN {IE 43.JJ) l ' ,-·---+-------;;,-"---~ I I ~i--~1 ~ ,.., I C-2 CARLSBAD MUNICIPAL WA TER DIS TRIG T Sh,,,,/ 3A ENC/NEER/NC DEPARTMENT /Jt:,=;frict Lnqineer: Urwn.: LJ C½ecked: KNOTS LANE LIFT STA TION Cll4L SI TE PLAN 28176 WILLIAM E. • -PLUMMER RL'E Date k'll,1STRA noN EXPIRES J-J/-02. CMWD 97-402 owe NO. 357-5B 28 Sh,,,,/s Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E -~ <'.'i -Cl C) -C) -~ Sl -:;,-: I I \ / I -/ 6 \ " / / I / 0 I I I t : I.,., -----.,-- -_J I FLOOR Pl.AN SCALE: f/2"=1' (])~DRY PIT SUBMERSIBLE PUMP AND MOTOR, TYP. OF 2 {g) 6"x 4• D.I.P. FLG PUMP SUCTION ECCENTRIC REDUCER. TYP. OF 2 Q) 0 6" FLG. PLUG VAL 1£ WITH HANDWHEEL OPERA TOR, TYP. OF 2 6" STY!_£ JI WCTAULIC COUPLING, TYP. OF 2 @ 6" FLG. D.I.P. SPOOL © 0 ® © @ @ @ @ ® @ @ 6" 0.1.P. WITH WALL COLLAR, FLG x PE 6" FLG. x FLARED D.J.P. SHORT RADIUS 90" ELBOW, TYP. OF 2 3/4" THREADED TAP AND PRESSURE GAUGE ASSEMBLY, SEE DETAIL@ 6" FLG. x GROOl£D END D.I.P. SPOOL, TYP. OF 2 6" FLG. D.I.P. 90" BEND, TYP. OF 2 4• Fl.G. CHECK VAL W:, SPRING LOADED, TYP. OF 2 PUMP FOUNDA TION, SEE DETAIL ffi ~ WALL MOUNTED SINK AND FAUCET TYP. OF 4, 2" ABS UTILITY SINK DRAIN PIPE, ROUTE TO SUMP AT MIN. 21' SLOPE 2" SCHEDULE 80 PVC SUMP PUMP DISCHARGE PIPE 10"x 20" DOUBLE DEFLECTION SUPPLY AIR REGISTER N~ NOL TE and ASSOCIATES Er<;laen / Plamen / 9.rveyora fi46tl IEARRY \'IlUi RD,.SIJITE ~I), SAN D11:GO, CA. ~12:'! (11111) l!'i'll-ll3V2 ENGINl:.l:.R 01C VKIRK.: CA!itl P. SEPPONEN R.C.E. 2&381 ~EXP. J-J1-00~ OATIS 0~1;:IGlll~D; CPS/LJ DRAWN; LJ DATE~ 08/19/98 ~-____ , .... ,.,, ____ JOB NO: SD0410 ,-~----~----------7 I I I I I r-7""?:..._,,......,,..-:.----;r,:c;,,;-7---s;r---y----,-rl'c-:.--:;nT-T-T-T-T-----------7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I :XAI--P-''--""---'------JL---'---.LI....:...>.::..."-'"-""-"'-"'"--"'~-~-~-~-~--I --------77--------771.._ --------I 10"x 10" PUMP ROOM SUPPLY AIR DUCT PUMP ROOM EXHAUST AIR FAN w/ ROOF CURB UN/FLOW CLAMP-ON ULTRASONIC FLOWMETER J'x 5' PUMP REMOVAL HA TCH, ALUMINUM CHECKER PLA TE, SPRING ASSISTED, I I I I L ___________ _ HINGED COL-f"R WITH RECESSED LOCKING HASP, BILCO, DUR-RED, NYSTROM, OR EQUAL 3'-6"x 7'-6" ACCESS HATCH, ALUMINUM CHECK£R PLA "ff:, SPRING ASSISTED, HINGED COl£R 'MTH R£C£SSEO LOCKING HASP, BILCO, DUR-RED, NYSTROM, OR £Q/JAL PUMP ROOM SUPPLY AIR FAN w/ ROOF CURB 2" CHECK VAL I£, TYP. OF 2 PIPE WALL BRACK£T, 6" FLG. OJP. SPOOL SUMP PUMP TYP. OF 2, SEE OETAIL @ w/ WALL COLLAR, TYP. OF 2 4" FLG. PLUG VAL 1£ 'MTH HANDWHEEL OPERA TOR, TYP OF 2 10"1< 10" EXHAUST DUCT 4" FLG. 0.1.P. 90' BENO, TYP. OF 4 4• smE JI WCTAUL/C COUPLING, TYP. OF 2 6" 0.1.P. x P. V.C. TRANSITION COUPLING I I I I I I I I I I I I I I L_ 11 ; 11 I I I-- - - - - -----11L-- - - ------1 11 11 1 I II-- - - -----Ill-- - - - ----I 11 11 1 I II-- - --------11L __ - - - - ----1 11 II I I I I-- - - - - - --11 l----·-----· -·· ·-· -----1 11 11 1 I If -----------11L-----------I 11 II I I If-- - - - - - -_111 I 11 I 11 I 11 I 11 I ,--------,I I I I I I f @ ,-7 I I -----+-- I I I I II 11 ROOF PLAN SCAL£· 1/2"=1' 6" x 4" Fl..G. 0.1.P. REDUCING T££ 6" x 4" Fl..G. 0.1.P, REDUCING ELBOW PIP£ SUPPORT PER DETAIL@ L------------~----J 4" FLG 1< GROOVED END D.I.P. SPOOL, TYP. OF 2 HOSE BIBB AND RACK PER DETAIL@ 1• COPPER PLANT WATER LINE, t• PVC INTERIOR, EXPOSED ACCESSHOLE FRAME AND COL-f"R PER CMIIV OW. 5-4 HANDRAIL (PER STRUCTURAL PLANS) 2" BALL VAL 1£ C-3 CARLSBAD MUNICIPAL WATER DISTRICT APPROVED RECORD ORA WINGS DISTRICT APPROVED CHANGES BENCHMARK Description Approved Dote AGENCY: .......... NORTH COUNTY !£RT/CAL CONTROL DA TA t--1>---t---=-=cc=-:c-=::-:::--;,-.-~----------j-~~------i-o;-,;--:: µ.,."+--''--"--'---""--'"-------'"--"-"==--------~--+-------1~9~-1=0~·9'-L..JOESIGNA TION: .. O.C. 0147 f------t------------------+-------1------1DESCRIPT10N: .. STANDARO DISC SET FLUSH IN E. COR. ON N. ABU7MENT OF E. BR. W~ ~ ~~ 1-------+-------------~---+-------1------1E"LEVAnON: ...... 50.558 M.S.I. ,J _.,; ~, 'L ;,;M; "E.* __ P.:1,_'L_ 28176 //· ,ft!) -9_(} LOCATION: ........ APPROX. 300' S. Or S. ENTRY TO CARLSBAD District Fnqinee-c· ,., • UMMER RCE Dote STA TE PARK 40' E. OF CL OF N. BOUND REGISTRA.T/ON EXPIRES 3 -37 -oz CARLSBAD BLVD ON PONTO BR. No. A78B2 Drwn.: LJ Checked: £NGIN££RING D£PARTM£NT KNOTS LANE LIFT STATION PIPING PLAN CMWD 97-402 DWG NO. 357-5B 28 Sheets I I I I I I i • i • ! i I I ii • i !i ! ii Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E ~ c:, l(i Cc, 9c -WASH-DOWN TROUGH TO SU. 'MP SUMP I ' 11 11 11 11 NOTE: ALL PUMP PIPING, PUMPS AND APPURTENANCES SHALL BE MOUNTED A T EQUAL ELEVA TIONS. IF PUMP BASES ARE POURED SEPERA TEL Y FROM FLOOR, USE EPOXY BE'fWEEN THE FLOOR AND BASES, ALSO EPOXY REBAR INTO EXIST/NC FLOOR FOR VERTICAL REBAR. @-r---. I I ' ._., \ 0 0 10 HP DRY PIT SUBMERSIBLE MOTOR, TYP. OF 2 6"x 4" 0.1.P. FLC PUMP SUCTION ECCENTRIC REDUCER, TYP. OF 2 6" FLG. PLUG VAL I£ WITH HANOWHEEL OPERA TOR, TYP. OF 2 , - - - - - - - - - - - - - - - - - - - - - - - - - - - --1, -71 EL 51.7 0 0 6" STYLE 31 VfCTAULIC COUPLING, TYP. OF 2 I --- I ~ I I I ~ .J.. @ ,___, I I (5)_ ~ EL 22.6 \ \_'--' ~ \ I ,._ 12" ~ •3• MIN. FLOOR _2% -1 • ;"!; NOT ro SCALE @) L @ 0 EL 49.50 ® 6" FLG. 0./.P. SPOOL, TYP. OF 3 6" D.I.P. WITH WALL COLLAR 6" FLG. x FLARED 0./.P. SHO!?T RAO/US 90" ELBOW. TYP. OF 2 3/4" THREADED TAP AND PRESSURE GAUGE. TYP. OF 4, SEE DETAIL@ CORE AND FILL w/DRY-PACK GROUT--.....__ 2" TEE -~'--"' ~'-----, ~~f----14-_' 8"''---Hl-1--L @ @ 6" FLG. x GROOVED END D.I.P. SPOOL, TYP. OF 2 6" FLG. D.I.P. 90" BEND, TYP. OF 2 I I ~ J " I I I IL_________,-------++-------1 r----"~ FLOAT START HIGH HIGH WA 7ER ALARM (FLOAT) LAG STA1lf ljfGH WA ,, ALARM /8UB8LER1 {OPEN O TOP " £L 47.4 INSTALL PLAS1'1C LINER ON WALLS AND CEIL/NC ABO!£ ELEVA TION 22. 0 1:.,-...., I EL 24.90 ~ EL 24. 70 ~---~t.-::.-::.-::.===:::l + t----~ I.E. 24.50 (5)_ I -' SECTION SCALE 1/2"=f' ·-,-.. • .... c,. ~ ) \ I© c,. "<:;;, LEAD START EL 24.50 LAG STOP EL 22.70 LEAD STOP \ EL 22.50 ,· •• \\ LOW LEVEL ALARM ~ (BUBBLER) EL 22.30 FLOAT STOP LOW LOW LEVEL ALARM (FLOAT} EL 22.10 EL 18.30 DESiGNED: N~ NOL TE and ASSOCIATES 0,,;;s/LJ ErQnaarl / Plamers / &neyora LJ ~ w.KNY VIUA &lJ ~um; ~' SAN D~O, CA. f/2123 (619) 2?8-m DA TE, ENGINF.ER OF WO!l:I'(, 08/19/98 J:'lB NC: CARL P. 5EPPONEN Fl CE. 2!1J91 (EMF'. J •. jj • .,O!'J) DATl' SD0410 t'-0._ -U(i ~ '--. -::i ,I t APPROl-fD RECORD DRAWINGS ~.,-, Z:. .. ~,, .., _ 28176 Dislricl Engineer: Wi{L.MM E. PLUMMER RCE RCCISTRA TION EXP/RF,<; .3"-.Jf-0.;?. ~@ ll•,10-99 • Dote 7'----, I @-.,...._--..... \.'r' I 2% SLOPE TO DRAIN I I @ @ @ ® @ @) @ @ @ @ @ @ @ @ @ @ @ @ @ ® 0> @ @ @> ® ® @ ® @ @ @ c_ '12 - '---,..,.......-/ ~ 4" FLC. CHECK VAL l,f; SPRING LOADED, TYP. OF 2 PUMP FOUNDATION, SEE DETAIL @ WALL MOUNTED SINK AND FAUCET 2" ABS U71l/TY SINK DRAIN PIPE, ROLITE TO SUMP AT MIN. 2ft SLOPE 2• SCHEDULE 80 PVC SUMP PUMP DISCHARGE PIPE tO»x 20» DOUBLE DEFLEC1'10N SUPPLY AIR REGISTER ,o·x ,o· PUMP ROOM SUPPLY AIR DUCT PUMP ROOM EXHAUST AIR FAN w/ ROOF CURB CLAMP-ON ULTRASONIC FLOWMETER J'x 5' ACCESS HATCH, ALUMfNUM CHECKER PLATE, SPRfNG ASSISTED, HINGED COvE'R WITH RECESSED LOCKING HASP J'-6»x 7'-6" PUMP REMOVAL HATCH, ALUMINUM CHECKER PlA TE, SPRING A9SISTm, HINGED COl£R WITH RECESSED LOCK/NC HASP, BILCO, DUR-RED, NYSTROM. OR EQUAL PUMP ROOM SUPPLY AIR FAN w/ ROOF CURB 2• CHECK VAL 1€, TYP. OF 2 WALL BRACKET, TYP. OF 2, SEE DETAIL @ 6" FLG. D.I.P. SPOOL w/ WALL COLLAR, TYP. OF 2 SUMP PUMP 4" FLC. PLUG VAL vE' WITH HANDWHEEL OPERA TOR, TYP OF 2 ro·x 10· EXHAUST DUCT 4" FLG. 0./.P. 90" BENO, TYP. OF 4 4• STYLE 31 VICTAUUC COUPUNC, TYP. OF 2 6" SMITH BLAIR 441 (D.!.P. x P. V.C.) TRANSITION COUPLING, OR EQUAL 6" x ,t.• FLC. D.I.P. REDUCING TEE 6" x 4" FLG. D.I.P. REDUCING ELlJOW PIPE SUPPORT PER DETAIL @ ,f." FLG x CROOl£D END SPOOL, TYP. OF 2 CHECK VAL vE' FLANGE SUPPORT PER DETAIL @ HOSE BIBB AND RACK PER DET.@ f" Pl-r PLANT WATER LINE ACCESSHOLE FRAME ANO COVER PER CMWD Dl'IV. S-4, TYP. OF 2 HANDRAIL (PER STRUCTURAL PLANS} 2" BALL VAL vE' ',r , • ·. i:~. 't.''!cff:9 ·•·... . \ ,, C ·.··:>c):L:~o!: __ ., ,;'. C-4 CARLSBAD MUNICIPAL WATER DISTRICT SECTION SCALE 1/2"=1' DISTRICT APPROVED CHANGES BENCHMARK Description Approved Dole ACENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA i----..:--t--c=-:-=-----;c==:-::,-~---------1~~----1--c-,.c_7.o,,_,cc_-,""11 DESIGNATION: .. O.C. 0147 1---+--------------------+ ---~------1DESCRIPTION: .. STANDARD DISC SET FLUSH IN£. COR. ON N. ABUTMENT OF E. BR. l----+-----------------1------t-----lELEVA 770N: ...... SO. 558 M.S.I. LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD -+---------------+-----+----t STA TE PARK 40' £. OF CL OF N. BOUND CARLSBAD BLVD ON PONTO BR. No. A7882 Drwn.: LJ Checked: £NGIN££RING 0£PARTM£N T KNOTS LANE LIFT STAT/ON PIPING SECTIONS CMHD 97-402 DWG NO. 357-5B 28 Sheets I I I ii • i • j i Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E -~ 0 -- 8 -- C, -... C, Sl "" { PIPE ASHCROFT MODEL f279AS GAUGE OR EQUAL 1/4" NPT NIPPLE ASHCROFT MODEL IOTSB DIAPHRAM SEAL OR EQUAL 1/2" NIPPLE 1/2" x 1/4" CAST BRONZE REDUCING TEE 1/2" NIPPLE 1/4" BUSHING FOR _ _.-- TEST GAUGE CONNECllON JAMESBURY MODEL f100TT 1/2" BALL VAL~ ~-OR EQUAL • • 1/2" NIPPLE NOTE: I) GAUGES !"OR SUCllON LINES SHALL BE SIZED FOR 2) 0-5 PSI GAUGES FOR DISCHARGE LINES SHALL BE SIZED FOR 0-40 pl!ll PRESSURE GAUGE ASSEMBLY NOT TO SCALE 36" . . U-BOL T, 316 SST GRINNELL, AG. 137 OR EQUAL • 6" PIPE • • • • • I)..• • • ...... WELDED SST 316 WALL BRACKET ~ ----GRINNELL FIG. 199; BRACKET No. 4 OR EQUAL (SEE NOTES 1 &, 2) . . . • . . • • . . . . . . _,.,. .. ~ • .. NOTE: • 3/4" DIA. X 6" SST 316 ANCHOR BOLT 4" EMBEDMENT IN CONC. (TYP. 2) 1) PAINT BRACKET SAME AS PIP£ 2) BRACKET/ U-BOLT.• STEEL, HOT DIP GALVANIZED 3} ANCHOR BOLTS: WEDGE ANCHORS, (316 SST) WALL BRACKET SUPPORT NOT TO SCALE (li) 4" x 4• x 3/8" PIPE SADDLE ~t---,2" TNREADED STL PIPE NQTf.· 1" X 10" TYPE 18-8 STAINLESS STEEL S7VDS W/NUTS (TYP OF 4} BORE 1 1/4" HOLES A MINIMUM OF 6" INTO EXISllNG CONCRETE PAD AND ANCHOR S7VDS W/71-i EPOXY PROVfDE EPOXY BETWEEN FLOOR, __ AND PUMP FOUNDA llON J!!5 0 12· (f)P. LEVEL BASE PLA lE DRYPACK CROUT I" TN/CK MINIMUM (TYP) (SEE SPECS) ROUGHEN CONCRETE SURFACE l'H>-2-µ. 71£ BARS (t)P.} :,r------~~-5/l!J" SELF-DRILLING CONCRETE ANCHORS w/ 5/B" BOLTS. EXTEND TO /' CLEAR AT TOP SPACE AT 12" MAX SPACE PUMP FOUNOA TION @ NOT TO SCALE 2"x 4• REDWOOD OR PRESSURE TREA TED HEADERBOARD EDGE OF PAVEMENT SHOWN ON PLANS AC 2-BD CALV CHECK VAL 1,£" FLANGE 1/4" FINISH GRADE PAVfNG ---._ --~"' ""------------=---.. 2"x 4" M?OO STAKES- 6' MAX . I PA l.£M£NT H£AOERBOARD NOT TO SCALE 1-LA YER OF EXTENSION JOINT AND RLLER. 5/8 DIA. BOLTS 1/4" STEEL PLATE MATERIAL UNLESS OTNERWISE NOTED. 3/8" 6 X 6 X 1/4 PLATE CHECK VAL l.£ SUPPORT NOT TO SCALE 4 X 4 X 3/8 TYPE 316 SS ADHESll,E" ANCHOR. 4• LONG, WfTN LEVELING NUT, NUT AND LOCKWASHER, TYP. 4 EACH LEG NON-SHRINK GROUT, 1" 1/2" x 6" 316 SST HILT/ BOLTS (TYP OF 4} a· x a· x J/8" STL PLATE ROUGHEN CONCRETE SURF.-~A'._'.:C.~'£.::::~=1==1~~==~1• NON-SHRINK GROUT (TYP) A PIP£ SUPPORT NOT TO SCALE N ~ NOL TE and ASSOCIATES .. Enpel"s/Plamera/&neyora !)4811 K!ABNY YlW. IID,,:HJI'l'E ooti, ~All Lll!XJo, (;A. iliilil;:J (61\1) 2'16-9:m ENGINEER OF WORK, CARL P, -SEPPONEN ftC.E", :;111.~1 (l':XP. J-31-00) """ DESICNE01 CPS/LJ D!sAv.,.J LJ D,l.li:: 08/19/98 JOB NO: SD0410ps APPROi.£D RECORD ORA WINGS ..,/A)AZ/,. £ ~&4<!.:Y>'.'.!-1 ___ 28176 Dis/ric/ lngineer: W/LL'AM £. PLUMMER RCE REG/STR~ T/ON EXPIRES 3-31-02, ,, <J ------1''-8"------- (t::.) 1/2" DIA. HOLE '2 J/8" DIA.x 3-1/. • STAINLESS STEEL EXPANSION ANCH HIL Tl KB II OR Ei (TYP. OF 4) LONG CONG. ril,--I-------TYP;.._·..;OF;.__4_..;:,.,,_._+-----.- ORS, ------QUAL, PIPE SUPPORTS 3' ON CENTER It=::)"",---FOR EXTERIOR MOUNT!NG SEE DET. ffi FOR INTERIOR MOUNTTNG SEE DET.® 1..---WATER SUPPLY TO HOSE BIBB PER CIVIL OR MECHANICAL DRAWINGS EX 'R 'XPOSED PIPE SHALL BE COPPFI?. CEILING OR WALL ' . ' ' /> ; ~ • .... ~ , I • • -~ ~ ili -'I ~ 9" RADIUS .... ,,., t.: 0 0 • NOTES: 1. HOSE RACK SHALL BE OF ALL WELDED CONSTRUCTTON. MATERIAL 8 GAGE STEEL PLAT£, HOT DIP GAL VAN/Zm AFTER CONSTRUCTION 2. ALL FASTENERS AND MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL HOS£ BIBB ANO RACK J/8" 0/A.x 3-1/2" LONG STAINLESS ST£El. CONC. EXPANSION ANCHORS, HIL Tl KB II OR EQUAL. (TYP. OF 4) NON-METALLIC ADJUSTABLE PIPE CLAMP l!;;.--."?"-::"'ll"T"-di---STAINLESS STEEL •z• FITT!NG UN/STRUT P-1045SS OR EQUAL STAINLESS STEEL FRAMING SUPPORT UN/STRUT P-fOOOSS OR EQUAL, ' ' • - LENGTN TO SUIT SIZE AND NUMBER OF PIPES TO BE SUPPORTED ' ' ' FLUSH MOUNT CHANNEL PIP£ SUPPORT FOR -...--"---- - ~-~ Pi,c' CHANNEL FRAMING PIPE SUPPORT, LENGTN TO SUIT SIZE AND NUMBER OF PIPES TO BE SUPPORTED PIPE SIZE 4" ANO SMALLER ED FLUSH MOUNT PVC CHANNEL PIP£ SUPPORT ED C-5 CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES BENCHMARK l--,ic-1---..,;;;;-;;:a;7,7-_=;-;-;,;==-"''--"--"'-'----------t-Ap"-"p'--'-r=---o,"'e-=--d---t;.~Di,a;--';/e,,,-j AG£NCY.· .......... NORTl-f COUNTY VERTICAL CONTROL OATA =-"'----'"'--"'"'-'-""'--------------+----+9'----.-"'Jt>'----L.9,_-I DESIGNA TTON: .. 0. C. 0147 f--+---------------t----t---· DESCRIPTION: .. STANDARD DISC SET FLUSH IN £ COR. ON N. ABUTMENT OF £ BR . Sheet 6 £NG/NEERING DEPARTMENT KNOTS LANE LIFT STA T!ON CIVIL DETAILS 28 Sheets At1/'~... (: ~ tJ ~ --_to .... .. 2 _[!_6_ .B~zo~,& District Engineer: WILLIAM £. PLUMMER RCE Dote REGISTTfATION D<PIRES .J-31-Q . !------+---------------t------t---------, ELEVATION: ...... 50.558 M.S.I. ,/f-,?tJ -99 LOCA TlON .......... APPROX. 300' S. OF S. ENTRY TO CARLSBAD Drwn.: LJ CMWD 97-402 DWG NO. 357-58 Date STA TE PARK 40' £ OF CL OF N. BOUND CARLSBAD BLvV ON PONTO BR. No. A7BB2 Checked: Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E STANDARD STRUCTURAL NOTES: GENERAL NOTES: 1. NOTIFY THE OWNER OF ANY DISCREPANCIES FOUND BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY SITE CONDITIONS NOT REFLECTED ON THE DRAWINGS; OF DISCREPANCIES IN MIN. DIMENSIONS INDICATED, SUCH AS GREATER RETAINED EARTH HEIGHTS, CONFLICT IN GRADES, EXTENTS OF BAD SOIL, HEIGHT OF GROUND WATER, DEPTHS OF FOUNDATIONS, ETC., AND ESPECIALLY 01° UNCOVERED AND UNEXPECTED UTILITY L.INES. 3. DIMENSIONS, LOCATIONS AND SIZES OF OPENINGS IN FLOORS AND WALLS SHALL BE COORDINATED BY THE CONTRACTOR WITH Al.L APPLICABLE DRAWINGS. ALL PENETRATIONS MAY NOT BE INDICATED ON STRUCTURAL DRAWINGS. 4. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR WORK SHOWN ON THE DRAWINGS AND ON TYPICAL DETAILS. 5. 6. 7. 8. NO PIPES OR DUCTS SHAL.l. BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE OWNER. DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING SHORING, FORMING, AND TEMPORARY BRACING. HE SHALL UNDERTAKE ALL NECESSARY MEASURES TO INSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE. OBSERVATION VISITS TO THE SITE BY THE OWNER SHALL NOT INCLUDE REVIEW OF THESE MEASURES. UNLESS OTHERWISE SHOWN, LOCATION OF ALL CONSTRUCTION JOINTS SHAU. HAVE THE APPROVAL OF THE ENGINEER. IN FLUID RETAINING STRUCTURES. PVC WATERSTOPS SHALL BE PROVIDED IN ALL CONSTRUCTION JOINTS. THE SEWAGE LIFT STATION STRUCTURE SHALL BE TESTED FOR LEAKS PER THF REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. THE LIFT STATION SHALL BE TESTED AFTER AL.L CONCRETE AT OR BELOW EL. 33.50 MASONRY : 1. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, TYPE N-1, f'm = 1500 PSI. 2. ALL MORTAR SHALL BE AS PER U.B.C. TYPE "M', 2500 PSI AT 28 DAYS. 3. ALL GROUT SHALL BE 2000 PSI AT 28 DAYS. 4. ALL CONCRETE BLOCK SHALL HAVE A DRY DENSITY OF NOT MORE THAN 115 LB./CU. FT. OF CONCRETE AND SHALL CONFORM TO SPECIFICATIONS FOR LIGHT WT. MASONRY UNITS. 5. ALL CELLS SHALL BE FIL.LED SOLID WITH GROUT. 6. ALL HORIZONTAL REINFORCING BARS SHALL BE IN BOND BEAM BLOCKS. 7. ALL MASONRY WORK SHALL CONFORM TO THE UBC, CHAPTER 21, REFERENCED EDITION. 8. LAP ALL REINFORCING BARS IN MASONRY 40 DIAMETERS AT SPLICES, UNLESS OTHERWISE NOlED. REINFORCING STEEL : 1. DETAILING, FABRICATION AND PLACEMENT OF REINFORCING BARS (UNLESS OTHERWISE NOTED) MUST FOLLOW THE A.C.I. MANUAL. OF STANDARD PRACTICE F·oR DETAILING REINFORCED CONCRETE STRUCTURES, A.C.I. 315 LA TEST EDITION. 2. ALL REINFORCING BARS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM DESIGNATION A615-85: GRADE 60 EXCEPT #3 RE-BARS SHALL BE GRADE 40. 3. LAP ALL SPLICES IN CONCRETE AS "CLASS B'' SPLICES MINIMUM, UNLESS OTHERWISE SHOWN. 4. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS TABULATED BELOW UNLESS OTHERWISE NOTED. A. FOOTINGS AND SLABS CAST AGAINST EARTH ............................ 3-IN. HAS BEEN PLACED AND CURED FOR A MINIMUM OF 7 DAYS AND HAS REACHED THE SPECIFIED DESIGN STRENGTH; AND PRIOR TO ANY CONCRETE BEING B. WALLS EXPOSED TO SOIL ................................................... 2-IN. C. FLUID RETAINING STRUCTURES SLABS AND BEAMS ................... 2-IN. Pl.ACED ABOVE EL. 33.50. LEAK TESTING SliALL BE CONDUCTED PRIOR TO BACKFILLING. SEE SOIL & FOUNDATION NOTE 6. REMOVE ALL WATER IN LIFT STATION USED FOR LEAK TESTING PRIOR TO PLACING ANY CONCRETE ABOVE EL. 33.50. CONCRETE : 1. CONCRETE WORK SHALL. CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE UBC, REFERENCE EDITION. 2. RErER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ALL MOLDS, GROOVES, ETC., TO BE CAST IN CONCRETE. 3. 4. 5. 6. 7. 8. 9. 10. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE LOCATION OF SLEEVES, INSERTS, ETC., IN CONCRETE. ALL REINFORCING BARS, ANCHOR BOLTS AND INSERTS SHALL BE WEl.l. SECURED PRIOR TO POURING CONCRETE. ALL HIL Tl HVA EPOXY BOLTS SPECIFIED ON THE DRAWINGS SHALL BE HIL Tl HVA OR EQUAL APPROVED BY THE ENGINEER. AN APPROVED EQUAL MAY BE SUBSTITUTED FOR THE HIL Tl HVA BOLTS SPECIFIED. THE APPROVED EQUAL SHALL BE EQUAL IN MATERIALS, STRENGTH, AND INTENDED USE. THE CONTACTOR SHALL ASSURE THAT WALL REINFORCEMENT IS NOT DAMAGED BY THE INSTALLATION OF EPOXY BOL.TS. STRUCTURAL CONCRETE COMPRESSIVE DESIGN STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: GENERA TOR BUILDING CONCRETE -3000 PSI SEWAGE LIFT STATION CONCRETE -4000 PSI ALL EXPOSED CONCRETE EDGES SHALL HAVE 3/4" CHAMFER. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE INSTALLATION OF ALL EPOXY BOLTS AS SPECIFIED IN SECTION 1701 Of--THE UBC, REFERENCED EDITION. SPECIAL INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL CONCRETE CONSTRUCTION AS SPECIFIED BY SECTION 1701 OF THE UBC, REFERENCED EDITION. 5. 6. 7. 8 D. FLUID RETAINING STRUCTURES WALLS ........................................ 2-IN. WHERE CONTINUOUS BARS ARE CALLED OUT, PROVIDE CONTACT SPLICES (AS REQUIRED) IN ACCORDANCE WITH REINFORCING STEEL NOTE NO. 3. ALL DOWELS FROM FOOTINGS INTO WALLS SHALL BE THE SAME SIZE AND SPACING AS THE WALL VERTICAL REINFORCEMENT AND LAPPED WITH REINFORCEMENT UNLESS INDICATED OTHERWISE. ALL WELDING OF MILD STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST AWS SPECIFICATION. BOTTOM STEEL OF SLABS, FOOTINGS AND GRADE BEAMS SHALL BE SUPPORTED OFF OF THE EARTH OR FORMS BY PRECAST CONCRETE BLOCKS WIRE TIED TO THE REINFORCEMENT. WOOD : 1. FRAMING SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 23 OF THE UBC, REFERENCED EDITION. 2. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR -L.ARCH NO. 2, OR BETTER. UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: A. ROOF SHEATHING : 3/4" CD EXPOSURE 1 PLYWOOD WITH 40/20 SPAN RATING. 4 THE PLYWOOD SHEATHING NAILING PATTERN SHALL CONSIST OF 8d PENNY NAILS @ 6" O.C. AT ALL DIAPHRAM BOUNDARIES AND SUPPORTED PANFL EDGES, AND 8d PENNY NAILS @ 12" O.C. AT ALL OTHER SUPPORTS. UNLESS NOTl:D OTHERWISE. 5. ALL SIMPSON CONNECTORS SPECIFIED SHALL BE GALVANIZED. 6. AN APPROVED EQUAL MAY BE SUBSTITUTED FOR THE SIMPSON CONNECTORS SPECIFIED. THE APPROVED EQUAL SHALL BE EQUAL. IN MATERIALS, STRENGTH, AND INTENDED USE. APPROVED RECORD DRAWINGS 7. UNLESS OTHERWISE SHOWN, NAILING SHALL CONFORM TO TABLE NO. 23-I-Q OF THE UBC, REFERENCED EDITION. 8. ALL NAILS SHALL BE COMMON WIRE GAGE. 9. PROVIDE WASHERS UNDER NUTS OF ALL BOLTS FOR LEDGERS AND TOP PLATES, ETC. 10. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR DRILLED UNLESS SPECIFICALLY SHOWN, NOTED, OR APPROVED BY THE ENGINEER. STRUCTURAL ALUMINUM : 1. ALL ALUMINUM WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE CHAPTER 20, "LIGHTWEIGHT METALS." 2, ALL ALUMINUM SHALL BE 6061-T6 OR 6063 -T6 ALLOY CONFORMING TO ASTM B308. 3. 4. 5. 6. WHERE BOLTS ARE NOT SPECIFIED, USE 5/8" DIA. ASTM A320, TYPE 316 SST MACHINE BOLTS. ANCHOR BOLTS NOT SPECIFIED SHALL BE 5/8" DIA. ASTM A320, TYPE 316 SST. ALL CONNECTIONS NOT DETAILED ON PLANS SHALL BE DETAILED BY THE ALUM. FABRICATOR TO DEVELOP THE STRENGTH OF THE WEAKEST MEMBER AND SHALL BE SUBMITTED TO THE ENGINEER OF WORK FOR APPROVAL. ALL GRATING SHALL BE OF EXTRUDED ALUMINUM AS PER THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE PAINTED PER THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. 7. ALUM. FABRICATOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS. WELDING : A. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. B. STRUCTURAL ALUMINUM : 1. 2. 3. 4. ALL WELDING OF STRUCTURAL ALUMINUM SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE, AWS D1 2 -LA TEST EDITION. ONLY FILLER ALLOYS ER 5183, ER 5356, ER 5554, OR ER 5556 SHALL BE USED FOR WELDING OF ALUMINUM MEMBERS. FIELD WELDS OF ALUMINUM MEMBERS IS PROHIBITED. SPECIAL INSPECTION SHALL BE REQUIRED FOR ALL SHOP WELDING AS SPECIFIED IN SECTION 1701 OF THE UBC, REFERENCED EDITION. ABBREVIATION LIST : AB A.C. ALUM. CMU CONC CONT. DF EL EMB EXIST. FND GA GALV. GL MAX MB MIN. N.T.S O.C. O.H. PL (TYP) W/ ¢ ANCHOR BOLT ASPHALT CONCRETE ALUMINUM CONCRETE MASONRY UNIT CONCRETE CONTINUOUS DOUGLAS FIR ELEVATION EMBEDMENT EXISTING FOUNDATION GAUGE GALVANIZED GLUOLAM MAXIMUM MACHINE BOLT MINIMUM NOT TO SCALE ON CENTER OPPOSITE HAND PLATE TYPICAL WITH DIAMETER DISTRICT APPROVED CHANGES SOIL & FOUNDATIONS: 1. CHARACTER OF SOIL: REFERENCE: A. GEOCON, 1994 GEOTECHNICAL INVESTIGATION POINTSETTIA SHORES, DATED JUNE 3, 1994,, PROJECT NO. 05318-12. · B. LEIGHTON AND ASSOCIATES, 1995, AS-GRADED REPORT OF ROUGH GRADING, POINTSETTIA SHORES, DA TED OCTOBER 20, 1995. C. WOODWARD-CL YOE CONSUL TAN TS, 1986 GEOTECHNICAL INVESTIGATION OF BATIOUITOS LAGOON EDUCATIONAL PARK, DATED MAY 19, 1986 PROJECT NO. 56133,J-S101. D. LEIGHTON AND ASSOCIATES, VAULT DESIGN PARAMETERS, POINTSETTIA SHORES PUMP STATION NO. 3, CARLSBAD, CA, DATED OCTOBER 21, 1997, PROJECT NO. 4940677-006. 2. ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF (1 /3 INCREASE ALLOWED FOR TRANSIENT WIND / SEISMIC LOADS ). 3. NO CONCRETE OR REBAR SHALL BE PLACED IN ANY FOUNDATION UNTIL THE EXCAVATION HAS BEEN INSPECTED BY THE OWNER. 4. 5. 6. ALL SLEEVES THROUGH FOUNDATION WALLS AND UNDER FOOTINGS SHALL BE INSTALLED PRIOR TO FOUNDATION POUR. FOUNDATIONS HAVE BEEN DESIGNED IN REFERENCE TO NOTES 1 & 2 ANO ARE ASSUMED TO REST ON SUITABLE BEARING MATERIALS. THE ACTUAL ADEQUACY OF THE BEARING MATERIAL SHALL BE DETERMINED BY THE OWNER PRIOR TO PLACING REINf"ORCEMENT OR CASTING CONCRETE. BACKFILLING AND COMPACTING OF THE BELOW GRADE WALLS OF THE l.lFT STATION SHALL. NOT TAKE PLACE UNTIL ALL CONCRETE INCLUDING TOP DECK SLABS AND BEAMS HAS BEEN PLACED, ALLOWED TO CURE A MINIMUM OF 7 DAYS, AND REACHED SPECIFIED DESIGN STRENGTH. ALL WATER IN LIFT STATION USED FOR LEAK TESTING SHALL BE REMOVED PRIOR TO BACKFILLING. DESIGN CRITERIA : 1. DESIGN CODE: 1994 UNIFORM BUILDING CODE (UBC). 2. LIVE LOADS: 3. 4. A. FLOOR AREAS: (1) SLABS ON GRADE WHICH PERMIT VEHICULAR TRAFFIC - HS 20 LOADING OR 250 PSF. (2) ELEVATED Sl_ABS, STAIRS, LANDINGS, AND WALKWAYS -100 PSF. (3) TRUCK TRAFFIC AREAS-AASHTO HS 20 LOADING OR 250 PSF. ( 4) ALL OTHER AREAS -· 100 PSF. B. GRATINGS, CHECKERED PLATES, AND HATCHES -SAME LOADINGS AS ADJACENT FLOOR AREAS. C. STAIRS -100 PSF. OR 300 LB POINT LOAD E. MCC BUILDING ROOF -20 PSF BASIC SEISMIC A: V = ZICW/R w B: ZONE: z = 0.4; I -1.0; C -2.75 WIND A. p = CeCq qs I w B. BASIC WIND SPEED -90 MPH; EXPOSURE C, I -1.00 SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR AS SPECIFIED BY SECTION 1701 OF THE UBC, REFERENCED EDITION FOR: A. ALL CONCRETE WORK. B. ALL ANCHOR BOLT INSTAL.L.ATIONS INTO CONCRETE. C. ALL SHOP AND FIFL.D WELDING. S1 CARLSBAD MUNICIPAL WATER DISTRICT Sheet 7 ENGINEERING DEPARTMENT 28 Sheets KNOTS LANE BENCHMARK STRUCTURAL NOfES &_ Rt::co{cf liiti!i.0:·v·'-ccJ,,,.w.-_•c,~i '-' I _io_r· -------t-A~•P~1··ir_o_vc_:c:---t-o9,~ '.,;1.---:c n=' AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DAT A -r: ~ DDEE 5s1cGRNIPATTIIOONN: •• SOT.CA.ND0A14R7D DISC SET FLUSH IN E COR ON ~r2 zu-28176 8·-Z0-98 : .. • • District lr,ginccr: WILLIAM E. PLUMMER RCE [Jcte N ii.. NOL TE and ASSOCIATES ,::~~-PUGH .. Efgneera /Planners/ Sllveyora STANDARD 54~ll Kl!:Almt VILLI\ HP.,~liffl\ :j()~, ~A~ llll!X,,(), CA, mi:~:, (1:11\1) ti'l:!-\13\1<: r)/dl: i:.N(;IN1:.l:.t<: or W~Jt,:K; 08/19/98 N. ABUTMENT OF E. BR. REGISTR,\TION EXPIRE::: 3 31 02 /~--#m "<· ~ .. •--, 281713 Li._~$ t1•9 '/ ____ ···_·-_·-_-_-+------+-·-·-_····_-··_,ELOLECVAATTIOIONN: •••••• SAOP.P5R5o8xM.3SO.I.O' S OF S ENTRY TO CARLSBAD ri,·wn. By IDE llis;l.rH. E:1"Jir1<eer: WILLIAM E. PLUMMER kCl Dul 1:: 1---+-------------: ........ • • • •• CMWD 97-402 DWG NO. 357-SB l!l"Cl:'illil'IION IXl·'ll<l!i .i-i1-0? ··-··· ············ -··-·-··--·+---STATE PARK 40' E. OF CL OF N. BOUND 1-,_-:11-cc-kc-,d-: -----l CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH - Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E • ro FOR REINF. IN CMU WALL AT CORNER, SEE DET. 5/S3 FOR REINF. IN CONC. FOOTING AT CORNER, SEE DET. 6/S3 (TYP.)/ 8" I \ ~--+-----+--+- A S2 FOR REINF. IN CMU AROUND DOORS AND LOUVERS, SEE DET. 4/S3 (TYP.) \ r--J-------------------------------------------7, I / • 6'-8" 1'-' OCl I N , IX> 1 N ro \ I ; '° --+_,.,/ I I ,; N 'l ~ I /,, ❖ I I ,{/ 1 /2" EXP ANSI ON I 1 JOINT MATERIAL +-/.-"/"'rr---------~~='"'""''"°:-.1 /:I W/JOINT SEALANT --__ // 't-I' // I 2-#4x2' -0" -.._ -------1 CENTERED IN , I I SLAB (TYP.) EL. +o' -0" 'f EL. +o' -6" I I " I n I <D I N L ______________________ _ I l,-~ / lb...-~--------,.......,'1/I ,, 'l I "'' FOR GENERA TOR ✓:/ I PAD, SEE DET. 9/S3 I I _____________________ J --:::-:::. j NOTE: EL. +0' -0" = EL. 52.30 FOUNDATION PLAN SCALE: 1 /2"=1 '-0" A 8" • 0 I n ' 0 I ~ ' 0 I n S2 -~ 3/4" PLYWOOD SHEATHING, SLOPED BOND BEAM (TYP. NORTH & SOUTH WALL, SEE 1 /2"x22 1 /2" PROVIDE 22 FRAMED Cf.. TURBINE BLOCKOUT IN CEILING CENTERED WITH VENT SEE WOOD NO SHT. S1 FOR TES 3 AND 4, NAILING AND ERIAL. PLYWOOD MAT TURBINE VENT, PROVIDE GYPSUM DET. 3 S2 (TYP.) 2x6 RIDGE BLOCKING 2x6 BLOCKING (TYP.) TRUSS T-1, SEE DET. 2/S2 2x6 MIN. (TYP.) 3/4" PLYWOOD SHEATHING (TYP.) 1<;:;-r'-'r------.J........L.._-"s;-----....::,._----==fil EL. +B' -O\ ll;~§::·r,/t-----------..::~:;::----::-2x-:4~M l~N-. ~-~~~: (TYP.) EL. o'-o" EL. -1 '-4" ~-INSTALL SOUND ATTENUATION INSULATION FROM FLOOR TO CEILING ON ALL WALLS (TYP.) ' <D #4@12 EACH WAY, CENTERED IN SLAB 2" SAND 4" ROCK CAPILARY BREAK 10 MIL VAPOR BARRIER PLASTIC MEMBRANE SECTION A SCALE: 1 /2" = 1 ' -O" S2 12 ~6 2x4 MIN. (TYP.) FOR TYPICAL WALL REINF., SEE DETAIL 1/S2 FINISH GRADE FOR FOOTING DETAILS SEE WALL DETAIL 1, THIS SHEET 2x6 MIN. (TYP.) 1x12 REDWOOD FACIA (TYP.) FOR ROOF FRAMING DE'fAILS NOT SHOWN, SEE SECT A/S2 AND SECT. B/S2 --~ COUNTERSINK A.Ill. INTO TOP PLATE @ GABLE WALLS-- TOP OF CMU EL. +8' -0" DOUBLE-2x8 TOP PLATE W/3/4"¢ A.B. @ 2' -0" O.C., 12" MIN. EMBEDMENT INTO CMU. PLATES SHALL BE FLUSH WITH INSIDE FACE OF WALL 1--2-#5 CONT. CHORD BARS (TYP.) #5@16 CENTERED· IN WALL __..-8" CMU BLOCK WALL ic..J...--1---1..4.,.. GR OU TED SOLi D #5L@16 ALTERNATE HOOK DIRECTION -,__ EL. 0'-0" EL. -1'-4" • 0 I • • • • • ~-t-+ O:'. ....I 0 n DETAIL SCALE: 1"=1'-0" .,,--2'-6" LAP (TYP.) 4" MAX. 4" I FINISH GRADE 2-#5 CONT. #5 CONT. (TYP. OF 4) 10 MIL VAPOR BARRIER PLASTIC MEMBRANE (TYP.) SEE CONTRACT SPEC., SECTION 07100 ATTACH TO WALL AND FOOTING WITH PRESSURE SENSETIVE TAPE AND/OR MASTIC REDWOOD BOARD FROM 1x12 FAC IA, (TY:.)b ON ALL FOUR CEILING SIDES 5/8" MINIMUM PANE TO ROOF 9'-8" OF BLOCKOU"F-\ L WIDTH""2'-0" OUTSIDE FACE----..__ 10'-o" ~ OUTSIDE FACE OF WALL >-----------------------------1 OF WALL 6 12 NOTES: roLS + + ~ .c,:_""" . -· . .. ·-·---··-··"'""'""" .......... ..... ,~--+ + + \ + \ _.....,.,...------r-~ -./ / B "\ \,'" ~ > ·. • , s2/ 0 ~I~ ~ • + I - ~ ' • 0 st-v ·. I LO . " " "' """' ---------------~ --· \ -~ ~:x::· ·····v ' /L ~SIMPSON \ 0 LSTA 9 -E \ I + N (TYP.) _; \ / ~ ' N --0 I I \_ \ ~ ---·-_ ___-r ~-__,..- --0 -2x6 RIDGE o--· I + BLOCKIN~ ~--------~ ' N (TYP.) ' ,_. • " "····-··-····· (TYP.) -------------, ~---: 0 \ "\~ ------I 2x6 BLOCKING I,.----"- " i LO + -I ------~ 2x6 LEDGER (TYP. ---! AT GABLE WALL) ~ A ----~L + + + + I\ + + '-+ + + -.-: .. ,_,_-.---J ..... :. -·-'·'~"""~ \_ 2x BLOCKING (TYP )~DOUBLE 2x8 TOP PLATE • (TYP.) W/3/4"¢ A.B. @ SEE NOTE 2 8" 2· -o" 2· -o" TRUSS T-1 -· 7 @ 2' -0" =14'-o" SEE NOTE 19'-4" .J ROOF FRAMING PLAN SCALE: 1 /2"= 1'-0" 1. TRUSS T-1 SPACING MAY BE REDUCED AT THE CONTRACTOR"S OPTION TO SUPPORT MECHANICAL LOADING. O.C. 2· -o" 8" ·---1 DC51GNEc_;: 2. AT 6' -0" O.C. MAX. DRILL 3-1 1 /2"¢ VENT HOLES EQUALLY SPACED IN BLOCKING AND INSTALL 3/4"x0.051 ALUM. BIRD SCREEN ON INSIDE FACE. PROVIDE TWO VENTED BLOCKS MINIMUM PER WALL. PLACE VENTED BLOCKS SYMMETRICAL ON EACH WALL. N~ ~~/~?~~TES['~;:~:;o M@ KE:ti.RNY VJLLI,. RD.,SIJl'l"I!: :Jo\ t;Ml LlJl!"(;Q, CA, ll<'l1'.I (f:ll!l) S,'7(1-!)~!'? r)ATr: f"fJ(;!Nif'll ()"' \\'OF.:I\ OB/19/98 DESIGN LOADING LOCATION LOAD PSF TOP CHORD DL 25 PSF LL 20.0 PSF BOTTOM CHORD DL 11 PSF LL 10.0 PSF+ MECHANICAL LOADING 2x BLOCKING BOUNDARY NAILING, SEE WOOD NOTE 4, SHT. S1 DOUBLE 2x8 TOP PLATE FLUSH WITH INSIDE FACE OF WALL 1x12 REDWOOD ~ FACIA SLOPED BOND BEAM, SEE DET. 7/S3~ 3/4"¢ A.B. @ 2'-0" O.C. (12" MIN. EMB.) 8" CMU WALL SEE DET. 1 /S3 -~ SECTION N.T.S. APPROVED RECORD DRAWINGS TRUSS T -1 DETAIL 2 N.T.S. S2 2x6 BLOCKING (TYP.) PLYWOOD SHEATHING ROOF TRUSS T-1 TOP CHORD (TYP.) SIMPSON LSTA9, SEE ROOF FRAMING PLAN (TYP.) SIMPSON L50 (TYP. @ EA. 2x6 BLOCKING) ~-2-#5 CONT. CHORD BARS 2x6 LEDGER W/3/4"¢ A.B. @ 2'-0" O.C. (TYP. AT GABLE WALLS) PROVIDE 5" MIN. A.B. EMB. INTO MASONRY PLYWOOD SHEATHING 2x BLOCKING BOUNDARY NAILING, SEE WOOD NOTE 4, SHT. S1 DOUBLE 2x8 TOP PLATE FLUSH WITH INSIDE FACE OF WALL TOP OF CMU WALL EL. +8' -0" 1x12 REDWOOD ~ FACIA 3/ 4"ill A.B. @ 2' -0" 0.C. (12" MIN. EMB.) DETAIL N.T.S . / 2 x BLOCKING WHERE OCCURS ROOF TRUSS T-1 5/8" GYPSUM BOARD SIMPSON LSO (TYP) 1x2 TRIM 2-#5 CONT. CHORD BARS 8" CMU WALL SEE DET. 1 /S2 2x LACING CONT. BETWEEN TRUSSES AS REQ'D BY TRUSS MANUFACTURING S2 ROOF TRUSS T-1 BOTTOM CHORD (TYP.) ffi CARLSBAD MUNICIPAL WATER DISTRICT 1x2 TRIM Sheet B 5/8" GYPSUM BOARD 8 S2 ENGINEERING DEPARTMENT KNOTS LANE GENERA TOR BUILDING 28 Sheets DISTRICT APPROVED CHANGES BENCHMARK PLANS, SECTONS, + DETAILS 1 RECOR() PR,94/l/l}le3cription Ap1Yoved l;Jte AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA ,. J L '".,.,?/ ------~~~~~~~+-+·_··'_P_-9 ---<'l DESIGNATION: •. O.C. 0147 R ON ~,t;,-;;:,j_~· ~~~~z~ 28176_ DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. CO . r>i,•,tc-ic: , 1qinee1· WILLIAM E. PLUMMER RU: 1---+---------------+----+---< N. ABUTMENT OF E. BR. 8·-Z0·9B _4/.dt'/4..,;,_-1,. "u~ -:. -28176 L0_ O ·~ / ELOLECVAATTIOIONN: •••••• SAOP.P5R58oxM.3S0.IO.' S OF S ENTRY TO CARLSBAD ri,·wn By IDE Uislricl l·1,i11·,_,cr· WI~. PLUMMER RCt. D(]lc : •••••••• • • • ,,___ __ • -·------< CMWD 97-402 DWG NO. 357-5B a:EGI,:,TRATON EX 0 IRc'.; l .J1-0? STATE PARK 40' E. OF CL OF N. BOUND Checked· CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E STUCCO (TYP.) 3" X 9'-8" >- LL et: 0 <( z w 0 _j (_) (/] _j <( <( <( LL :::;: 3: I I {'-LT'''··•i···L,, I I ·r--·-T-I ·r··· -:~1 ............. 1 .............. : ............... 1... ............... L I . .. . .L ... , ... L ........... 1. ............ .1... ...... Ll-r I i:~ -. -Lr .. ~· r 1-1-!-r ........ _ fr 'r I I L ..... 1, ·r .J ·r··"L·r·-·"J'·-•,c•.-L .. J ' """"' . ! . " ' . " .. i, '"""'" \ .. ··-. • • .• . .·_'. . I FINISH~ -. . I ·-.) -· ..... -: • ,. .. ,. ~t· .. -··.· .. ··· ,.· .j 2" :.: - C - ))))':' '/I " \_ GUTTER SEE DET. 8/S3 (TYP.) 14" ill GALV. TURBINE VENT (McMASTER CARR NO. 1994K19 OR EQUAL) WITH GALV. VENT BASE (McMASTER CARR 2003K34 r CONC. TILE OR EQUAL) ROOFING ! I LIL J_ .1_ ·--··I······-···-Y .: ... ..I -··-··J·_ '·--,·--_lf;-··-I.·.,.·---+·,·····. I .'~I I -l-r -• 1 -·r .. r-T-T -::1 I - I I ·-I \- \ •••.• , •.••.•• .. ·• ·-.. •.. : .. ,· -.. , ' . ' ·- -~·;_-..'. •. <t_~······· .•• i.··· f-" .--·' -• , ....... · .. •. 0 I ..• 1x12 RED WOOD TYP. FASCIA, --~ SILENCE R EXHAUST PIPE E RATED WALL WITH FIR PENETR A TION THIMBLE AND RAI N CAP. EXTEND SPOUT DOWN (TYP .) -.; •., .. ,. " I , "':'".....: -.· .••• _-_--_·7·.·:·-/ : .... _ . '.·. . •, ,., \ . ' .. •-·•· 1 -!f\ '§',•,'_··_.· .-•. _----_"_._-_-.--_-. -\ . ·-... < .. ' .. 1 '-4" PIPE 1'- OF WALL WITH RAI O" BEYOND FACE AND TERMINATE N CAP. FINISH GRA / 1-#5 DE\ .,.,., ,-" " • I L _ ........ ___ --l _ --r,;I -- 2' -8"x4' -0" LOUVER <t ---:L _ --~ I----·_J·. ,/ -" I --- -'---. -/r· - I I I '-, ---I I I I -- -·· ____ l_ I I I I I I I I - I I I I I I I I I I I ., ',,,., ,,,. /"' , ✓/"/'/"/"✓', u///,, ., ,,.,, ,,,,., ., , '/;-' /-. o/, ,.,,,, --------------------------------- ------------ -----· ---...... 1 7 I I L ____________________________________________________ J NOTE: EL +o' -o" = EL 52.30 WEST ELEVATION EAST ELEVATION SIMILAR SCALE: 1/2"=1'-0" ' ..j- I LO FINISH F EL . +o·- .. , -------MAY BE BOND BEAM BARS-,,..__ OR LINTEL BARS C S3 ·--40d OR 24" MIN. --·--2-#4 / -#5 ( TYP. ) >< EA. SIDE -2-#4 (EXCEPT ' DOORS) 2-#4 FLOOR / / / ,/ / ' . / / ./ / . / / ,, --MAY BE BOND BEAM BARS ROOF LINE / / " 2-#4 / // / ,//// NOTE : BOND BEAM BARS NOT SHOWN FOR CLARITY 2'-6" LAP (TYP.) -8" CMU WALL #5@ 24 #5 @ 16 #5 AT CORNERS DOWELED INTO FOOTING (TOT. OF 3) r.nT'"4 .~ #5 @ 24 t;:f"l''=t --~#5 @ 1 6 ~w-8" CMU WALL G) BOTH EDGES 2 '-·O" OR LESS (6} EITHER EDGE EXCEEDS 2'-0" BUT LESS THAN 4'-0" Q) EITHER EDGE EXCEEDS OR EQUALS 4'-o" WALL CORNER® N.T.S. 2 TYPICAL MINIMUM REINFORCEMENT ~~ .~ .• M.U. WALL OPENINGS (10(1) -r------,17[::~-# 5 @ 24 ------# 5 @ 16 :J-----:c~ LI N TEL BARS, SEE DET. 4/S3 NOTE: EXTEND ALL HORIZONTAL BARS A MIN. OF 40d OR 2'-o" BEYOND MASONRY OPENING TYPICAL LINTEL BEAM SECTION N.T.S. N~ NOL TE and ASSOCIATES Ergneers / PlaMer8 / &rveyors c,1!l:l K);hP.NY \111.11 RD ,3Ul'IF, 305, SAN DIEGO, Cf. ~.'?l2J 1:619:, 2'/B· 9392 n.r;1~rrr: or W0RI<· 4 1 /4" -+---1/4" I 2., I GUTTER DETAIL 8 N. T.S. S3 APPROVED RECORD DRAWINGS ors1r;>Jro S. HOWARD IJRAWN: B. Y. !DE -···--·-"· .... DATE ' >- LL Q:'. o"" z wO _j (_) (/] _j <( <( <( LL ::;: 3: 1x12 REDWOOD FASCI A, TYP _ ~++---3'@7'-0" DOOR WITH 1 '-6"x1 '-6" LOUVER = 1 ----------------------·----· _____ _17 I I L ___________________________ ~ • NOTE: EL +o'-o" = EL 52.30 NORTH ELEVATION • SCALE: 1/2"=1'--0" 2'-6" LAP (TYP.) -#5 CONT. (TYP.) • # 5f=-\·TYP.) # 5 L@ 15 # 5 L DOWELS AT CORNERS (TOT. OF 3) 2'-6" LAP (TYP.) • ------t--# 5 L @ 1 6 2-#5 CONT. (TYP.) #5 CONT. (TYP.) FOOTING CORNER 6 N. T.S. S2 -#4 ~ @1 2 EL. O' -611 GUTTER SEE DET. 8/S3 (TYP.) 311 X 2 11 DOWNSPOUT (TYP.) F.F. EL, +o· -o" SILENCER EXHAUST PIPE, PROVIDE HEAT SHIELD AND PIPE SUPPORTS AS SPECIFIED~ BY MANUFACTURER 1x12 REDWOOD FASCIA, TYP. 4-1-0,1x41-011 ~OUVER VENT ,L-------------------------_j7 I I L _____________ ,--------------~ 2-#5 CONT. CHORD BARS GROUT ---. v\ NOTE: EL +0'-0" = EL 52.30 SOUTH ELEVATION 12 TYP. N.T.S. SLOPED BOND BEAM@ 2 3/4" CHAMFERT (TYP.) 1 /2" EXPANSION JOINT WITH JOINT SEALANT ' OCl I ..j- ·.·I@·'. . .,, GUTTER SEE DET. 8/S3 (TYP.) 3" X 2" DOWNSPOUT (TYP.) F.F. EL. o· -o" ·•, N0.396 Exp . .,.,, o· -o" • • (• • • • • • 0 EL. . "' ··•tl/u I'"· u-.: •• I . ' ~ <D • • #4@12 GENERATOR PAD DETAIL SCALE: 3 / 4" = 1' -0" DISTRICT APPROVED CHANGES • 0 9 S2 BENCHMARK t--,,c+---;;p;-;cr·n""•nu-",•n;----,,.,-.,,,,;,n-;;,,,,.,c;;;.';~-;,,.,,_,,_,,._~, i _, l_io,_, ------t--'~u_,.n_uv_c_d --t-;s"'Js;:;ul;";";;;;--1 AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DA TA "<CVT-V VO'TW"Y" 9"30-?J DESIGNATION: .. O.C. 0147 >---+--------------+------+------<DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR ON N. ABUTMENT OF E. BR. S3 CARLSBAD MUNICIPAL WATER DISTRICT Sheet 9 ENGINEERING DEPARTMENT KNOTS LANE GENERA TOR BUILDING 28 Sheets ELEVS., SECTS. + DETAILS 08/19/98 l)Ec N() Ciscrict L1·qi11cc1 LLI M E. PLUMMER RCE /t•3 L> :-"J?<----------------+------+-___,ELEVATION: •••••. 50.558 M.S.I., nrwn, By IDE Ucite LOCATION: ........ APPROX. 300 S. OF S. ENTRY TO CARLSBAD>---__ ·-·-----< STATE PARK 40' E. OF CL OF N. BOUND Checked CMWD 97-402 DWG NO. 357-58 ·~Arll·t•_ ::if:.t-'PONEN RC E. 2£\.39! ··-··-(EXP ."i .11 ClO) OAlr 5D0410\PS REGl:~;TR/1TION EXPIRES .3 ,31 • .. 02 CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH --··· .. ····-· .. ···-·-· Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E A S5 1 • -o" -!L co I N G S6 26' -0" 2'-6" 15'-0" 5'-0" 2'-6" 3'-6" 3' -6" 1'-0" r1----t-------t-----+--,t-1 -~1----+-+----l-,-----------.-1-+------I--! (TYP.) (TYP.) <l <J 1 I.. ~ • I· 4 I. /~~ o I <J '\ I 4 ,j <J "1 I . H" \ I : / <l,. •. 4 <1 <1 " <l • •. . <J ' EL. 16.30 ~ I / +- <1 I . .,. :-:I ~ b I GROUT FILLET (TYP.) ' <1 EL. 22.47 111 EL. 18.47 EL.I1s.41 1 ·fiw ' . : I18''x18"I SUMP N ., 4 1 ,,/"' fT EL. ,18.30 -I Yi • <J .. 4 .. . I _j 0 0 I I . . r---N ~ ~ L - - - ---L----=' _,_ -~ ft MANHOLE --il--J11 ~GIR~:~ :~~;;·so ~ I · '\ •. ~ ,, )_I ---. ~~ 1 ____ ,,,I L-----~-~-~ <l - ----SIi I SLOPE 12" i,,.-/ · ci · , SLOPE __,:,L-.:P-~~~~~LE OPENINGS -----llu FLOOR TRENCH----..... ., / DRY PIT ~ • \ INV. EL. 18.05 ·.·•·~ !-¾,-.-. .. -·-.. --\,-·""· 1------J--.,-.--1------1--0- t I 4 1 4 4 <J <J , " <l <I ;, • <J ~ EL. 18.47 ~ + -I ' <I I ft MANHOLE +--+-4-<1-1-~~A__..__E_L_._ilL.._~---,L-------_;;~u...:\:w·~ =l I 26.47 \ <1 EL. 18.30 't- ' 4 • . <1 • <I <l 4 co I N ; . ! •. 4 • • • : • • ~ • :· • I ' ,_ ~ TOP OF FOOTING "' AT EL. 18.50 <I • <l d • <I ... <1 4 • b / 2'-6" ""-~ EL. 18.47 ./K, ~ '---ALUM. GRATING OVER SUMP . . ( B " L@ AND FLOOR TRENCH, D=1 1 /2" ' S7 1-.. S5 / C GRATING SHALL BE -1KG BORDEN TYPE B OR SS EQUAL. FOR GRATING SEAT FOUNDATION PLAN SCALE: 3/8"=1'-0" r ADJACENT CONCRETE SLAB 1-1 /2" ft 1 /4" X D _ ALUM. CONT. V MIN. EL. 18.30 3/16 ALUM. GRATING 3" -T- V L 2X2X1/4 ALUM. CONT 2" X 3/16" X O' -4-3/4" BENT ft ALUM. @ 24" O.C. MINIMUM OF TWO PER EMBEDED ANGLE. SEE DET. 10/S4 AND DET. 11 /S4 TOP OF GRATING EL. 18.30 (TYP.) 1/8 .? ,, ' ' ~ " 1' ' " " ~ > ' , , . r> ' ~ • h MIN. ' , ' A S5 J S7 1' 1 1'-2" EL. 52.60 • N I 0 I N ~ ' N I EL. 52.55 i ADJACENT CONC. WALL ft 1/4xD CONT. ALUM. 1-1 2" MIN. ALUM. GRATING EL. 18.30 ~.ll_____ll_~ 3 L 2x2x3/B ALUM. CONT. '----1/2" DIA x 6" 316 SST ANCHOR BOLT 15'-o" #5@12 EACH WAY, EACH FACE 23'-4" 1'-0" 5'-o" #7 TRIM BARS EACH FACE (TYP.) EL. 51.70 ---------,---- + EL. 52.65 SEE NOTE 1 • EL. 52. 70 EL. 51.70 3' -0" ¢ MANHOLE COVER AND FRAME + "EL. 51.80 B S5 TOP DECK PLAN SCALE: 3/8"=1'-0" (TYP. OF 2) I _j I • i 0 3' -6"x9' -o" SINGLE LEAF ALUM. ACCESS HATCH EL. 51.80 C S5 + I 1J '.._t. ~ ' EL.I51.70 'T I I I I I _J '.._t. ' 0 I '.._t. #6@12 EACH WAY, EACH FACE EL. 51.70 NOTES: 1) PROVIDE 1 1/2" PVC DRAIN LINE FROM HATCH THROUGH WALL TO DAYLIGHT. 2) PROVIDE 1 1 /2" PVC DRAIN LINE FROM HATCH TO FLOOR TRENCH BELOW. 3) OPENING IN TOP DECK FOR 10" x 10" SUPPLY AIR FAN DUCT. 4) OPENING IN TOP DECK FOR 10" x 10" EXHAUST AIR FAN DUCT. 5) PROVIDE REMOVABLE ALUM. HANDRAIL AROUND 3' -0"x5' -0" ALUM. FLOOR HATCH. FOR HANDRAIL DETAILS, SEE SHEET SS. 6) PROVIDE PERMANENT ALUM. HANDRAIL ON TWO SIDES OF 3' -6"x9' -0" ALUM. ACCESS HATCH. FOR HANDRAIL DETAILS SEE SHEET S8. ' S4 CARLSBAD MUNICIPAL WATER DI TRICT Sheet 28 DETAIL 10 ENGINEERING DEPARTMENT Sheets DETAIL N.TS. l'Fs;JGNm· N~ NOL TE and ASSOCIATES S. HOWARD Ervieers / flamers / Strveyora rlRAl',t,J: B. Y. 10£ f,4HII KtNIN~ VII.LA llfl.,SIJI'!'~. :lOI, ~/1.~' fllr,(~), (IA. 9212:~ (!i19) 278 9392 WAIi:. rNGINrrr or 'NORK 08/19/98 ,)08 N(• -----CAAL P, SEPPONEN R,(.E. 2i::.w1 ([XP .. )-.)1-flf,) :"!All" S00410\PS N.T.S. APPROVED RECORD DRAWINGS .,-u/~"½~·····-7R176 Disti-ict cnqineer: WILLIAM E. PLUMMER RCE REGl:,:TRMIOH EXPIRES .J 31 02 KNOTS LANE SEWAGE LIFT STATION BENCHMARK FOUNDATION + DECK PLAN DISTRICT APPROVED CHANGES c:.;cri )lion A· ·1r .. oved f-L!.l+-"'""--""'""--'==[__ ______ ---1-----l-'l-3t!.--.WAGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA DESIGNATION: .. O.C. 0147 ,.,_;~,,/ ~ / I'/// 28176 t-t--------------+----1------IDESCRIPTION: .. STANDARO DISC SET FLUSH IN E. COR. ON £kZ'.'.¼«•1tt • ..L,_~N• .......,_ N. ABUTMENT OF E. BR. LJissl:ic. l:.119i11c""' WILLIAM E. PLUMMER RCE -R[Gl'.)TRA-'ON [XPIR[:S 3--."}"1-02. 1/•Jd -f?# i--t--------------+----1-----IELEVA TION: ...... 50.55B M.S.I. r::1.-, --------'='i'-"'--""-~~"-.::.'.='---+-----1 Llcite ································ LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD '"'' B.Y. IDE CMWD 97-40 STATE PARK 40' E. OF CL OF N. BOUND Checked: CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH DWG NO. 357-B ot.e Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E ~ OPENING / -#5n@12 EACH WAY #7 TRIM BARS EACH FACE EL. VARIES j .--------------------------, ;-#6f7@12 EACH WAY SEE TOP -----------' -, --.. .. .. DECK p LAN . "::"Ji.~r-T-t rt,-::::.·==!:=:::!==:!·==:!:==!:·=:::!==:!·==:!: ·==!:=:::!·==:!:==!:==!:=:::!==;1tl', I ,HI' I I r · I ~ y EL. VARIES --~ • • '~ .;;.1--f=i=~. ===iRF=t=t;\::;1iiil SEE TOP . 1 1/2"x3 1/2" KEY ,J't,r,ti,~~~~~~#.-,f·'•.•~ 1 0 DECK PLAN, ' • WITH 9" WATERSTOP ;J SHEET S4 (TYP.) ,, .. _I ~ • • • • • • • • . ' • • • F S6 . ' 7 0 I Cf) • • • • • • • • • ' 1 1 /2"x3 1 /2" KEY •. VWITH 9" WATERSTOP (TYP.) • 3'-0" LAP~ (TYP.) #5 J @6---=-:::::.11a~,:::::::::~M---- ---- - - ---- - - - ---- - - - - - --- - ~'----#6 CONT.-----,_ ~ ·-.... , . ' • ·,. 1#6®12 f. I/ • • • • :3 I r #6@12 -----fH•, ' . ' ~ . ' 1 • • • 0 I Cf) ----------,Ii .. -~ ' EL. 33.50 ~Hsl@6 EMBED ALUM, HATCH FRAME INTO ADJACENT C0NC. WALLS F S6 EL. 51.80 #5@12 #5®12 . ~ 0 0..: I >--1-(f) ~ 4-#7 EACH FACE ~ _ , (TYP.) FOR REINF. r ); • • • • ~~ #5J@6 @ WALL CORNERS_; 11&'----=~itt-r---~ SEE DET. 2/S6 • ~ w #6 CONT. #6 CONT. --t-tt-. 4-#7 EACH FACE E S6 #7@12 \ ~ . ' . ' . ~I'---#4 □-,~ @12 PLACED BETWEEN VERT. WALL BARS FOR A COMBINED 6" SPACING (TYP.) • • • . ' . ' r-#6@12 .r;; • • -- -#6@12 I . ' • . ' • • • • (TYP.) FOR REINF. @ WALL CORNERS SEE DET. 2/56 #6@12 ,. v,,,_-#7-!L ®6 S6 #7@12 '" L #7,~ ®6 (TYP.) 1 1 /2" 3 1 /2" KEY EL. 21.30 ~ (TYP.) • X L / WITH 9" WATERSTOP 3'-0" LAP (TYP.)~ •, EL. 20.50 1 _ . / -CEMENT GROUT FILLET SEE NOTE 2 / (TYP.) / • •v r-#7®12 (TYP.) •• 1f7,:..c-y· ~. -_+-' ~¥ . . . . , . ,. (. #7 ~1 2 . (TY~.) . TR E.N CH. ~ ~~CTI-'.-l-.--.--.L.....c../_~-~~.-'--'."'-' -"ff11 J ------".:.J...._~. EL. VARIES SEE FND. ':.a PLAN, . --. - 3' -6" \_ \_#7®6 #7@6 I 3-#7 CONT. - SECTION A SCALE: 3/8"=1'-0" S4 #5@12 EACH WAY I I \ . . \_#7x8' -6"@12 CENTERED WITH TRENCH ). SHEET S4 NOTES: 1. STAIR NOT SHOWN FOR CLARITY, FOR STAIR DETAILS, SEE SHT. S7. 2. PRIOR TO PLACING CEMENT GROUT FILLET CLEAN FACE OF CONC. WALL AND SLAB AND APPLY BONDING COMPOUND. SEE SECTION 3300 OF THE CONTRACT SPECIFI- CATIONS FOR BONDING COMPOUND REQUIRE- MENTS. SEE SECTION 3600 OF THE CONTRACT SPECIFICATIONS FOR CEMENT GROUT REQUIREMENTS. 3. FOR STRUCTURE BACKFILL REQUIREMENTS, SEE SOIL AND FOUNDATIONS NOTE 6 ON SHEET S1. .<; EL. 50.80~w::::-2-#5 CONT. #4'[J~12 I EL. VARIES SEE TOP DECK PLAN, SHEET S4 FOR BEAM END, SEE DET. 1/S6 (TYP.) 2-#8 CONT., TOP & BOT. j 1'-0" SECTION D SCALE 3/8"=7'-0" S4 APPROVED #7 ! L @6 ------t-11~ (TYP.) RECORD DRAWINGS DESIGNED· Nt.i. NOL TE and ASSOCIATES S. HOWARD l.lkMIN 8')ileers / Planners / Stneyora B. Y. /OE 516\J KEl'IJ.NY VILLA 11D.,~UIU :Jo5, U1ti DIEGO. <.:A nJZ'J (tlW) ~7ll-lil~IJi': OAT! l:.N(;INl:.l:.t.: 0~ Wllr'.~' 08/19/98 JOB NO· CARL r. 5Errr.'NEN R.C.:.l:.. :,:1_;39 (l:.XI". 5-j\ ·-ll!J) l),o_T[ ---····· S00410\PS • • • • • • • • • • • • • • • • • • • • ' \ /" /1 ALUM. ACCESS HATCH FOR BEAM ENDS, SEE DET. 1 /S6 (TYP.) #40@12 #5 n@12 EACH WAY I EL. VARIES SEE TOP I \ EL. 5o.sb lf;-~=t::;2~#~5=;C~o~N~T~. ===~7W;j I DECK PLAN, ~ SHEET S4 3'-6" •- \, / #40@12 2-#8f7 TOP & BOTTOM 11 -011 1 1 /2"x3 1 /2" KEY WITH 9" WA TERSTOP (TYP.) SURFACE MOUNT ALUM. HATCH FRAME TO ADJACENT CONC. BEAMS ' , ___ #4 □-! @7 2 PLACED BETWEEN VERT. WALL BARS FOR A COMBINED 6" SPACING (TYP.) 1 1 /2"x3 1 /2" KEY WITH 9" WATERST0P (TYP.) ( • • • • • #5@12 7 #5@12 EL. 33.50 -------ii+--# s L @6 #6 CONT. ·, #6@12 1 1 /2"x3 1 /2" KEY WITH 9" WATERSTOP (TYP.) F S6 I" to ~ ,_ • • • ( 7 E • S6 • ..-,-#7@12 • • 't OPENING I ct OPENING EACH WAY / ~#6n@12 / #7 TRIM BARS (TYP.) I EL. VAR ES -I • . .. ' ' V - - ... - -- - -1- • • . ' • • . ' . ' • • . ' • • . ' • • . ' . . v~ PROVIDE PLASTIC LINING ON: A) INSIDE FACE OF CONC. WALLS FROM EL. 20.50 TO BASE OF TOP SLAB ON ALL WALLS OF THE WET WELL WITHOUT GROUT FILLETS. . ' • • • • • • • • • • • • • • ,, • • B) INSIDE FACE OF CONC. WALLS FROM EL. 21.30 TO BASE OF TOP SLAB ON ALL WALLS OF THE WET WELL WITH GROUT FILLETS. C) INSIDE FACE OF CONCRETE TOP SLAB OF THE WET WELL. SEE THE CONTRACT SPECIFICATION . ' . ' . ' . ' • • • SECTION 09876. • ' sh. ~ • SEE TO' 1 DECK P,AN, SHEET 4 I ~ 7 EL. l3.5o • • _. "- • • • • • • • • • • • • 7 • • • • • • • 1 1 /2"x3 1 /2" KEY I; WITH 9" WATERSTOP • • • (TYP.) I/ EL. 21.30 EL. 21.30 / 1 1 SEE NOTE 2 • ' ' #7@12 #7@12 EL. VARIES SEE FND. er, PLAN, •• •• ::-71/CEMENT 1, -·"' I 1 GROUT FILLET,y1 I / -rh •I·... ·.: E . 18.30 #7@6 #7@6 SECTION SCALE: 3/8"=1'-Q" B S4 DISTRICT APPROVED CHANGES I SHEET S4 N . .. . - - - SECTION -.. .. . C NOTES: SCALE: 3/8"=1 '-0" S4 1. FOR REINFORCEMENT SIZE AND SPACING, IN WALLS AND BOTTOM SLAB, SEE SECTION B, THIS SHEET (SIMILAR). 2. PRIOR TO PLACING CEMENT GROUT FILLET CLEAN FACE OF C0NC. WALL AND SLAB AND APPLY BONDING COMPOUND. SEE SECTION 3300 OF THE CONTRACIJ SPECIFI- CATIONS FOR BONDING COMPOUND REQUIRE- MENTS. SEE SECTION 3600 OF THE CONTRACT SPECIFICATIONS FOR CEMENT GROUT REQUIREMENTS. 3. FOR STRUCTURE BACKFILL REQUIREMENTS, SEE SOIL AND FOUNDATIONS NOTE 6 ON SHEET S1. BENCHMARK ss CARLSBAD MUNICIPAL WATER DISTRICT Sheet 11 ENGINEERING DEPARTMEl),JT KNOTS LANE SEWAGE LIFT ST A TIOIN SECTIONS I 28 Sheets Lt ~if41j,2_,1JR,='//W,=1/.='M=,,_1 e_v_---'_)_tic_m ____ ----+_A_-,_,,_-0 _v"--d---+-'-9D----'-_ 7"---J '_,_'9-'-I ~~~~~l ri ON'i: :g~~T~1 ;70UN TY VERTICAL CONTROL DAT A ,4t/~ i "'.U ,,,,, ,, 2817 .. _8~2a~9$ t--+-------------t------+------tDESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR Dist 0 ict Engineer \VILilAM E. PLUMMER RC Rl:.G1:;n:.u\'JIO\J EXPIRES .3 .31 02, Jot~ ELEVATION: ...... 50.558 M,S.I. , Llrwn. B y IDE t--+-------------t------+------1LOCATION: ........ APPROX. 300 S. OF S. ENTRY TO CARLSBAD • • STATE PARK 40' E. OF CL OF N. BOUND ,_C_h-cc-ke_d ____ __, CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH . """" -············ .. -----·-·-····-···-·" ·- CMWD 97-1402 DWG NO. 35 -5B Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E 0 TYPICAL SLAB REINF. I 3' -6" LAP 25· -o" , 5'-2'' 2'-6" 15'-o" 1'-0" 5' -0" ' 2' -6" #6'~1 @6 \ r#6®12 CONT, r#7®12 /( I #6x12'-6"@12, PLACED BETWEEN THE #6@12 CONT. FOR A COMBINED 6" SPACING < <.O I N < 0 I N ~ lO I N . . , . . . . • ,. . . ~ ~[7 -' ' ~ V ""~ < -. . . . ~-. . . . ,. . . . . . I• • • • • ·-' ~ / \_#6@12 ~ I I• #7@12 ' ' # 7 @1 2 ~ .,,,..,-#7@1 2 1' ,, #6@12 I' • #6@12 ~.-- I' I' I' I' -#6 "'-®12, (TYP. ,..v AT CORNERS) I"'<: • . I' I~ /\ -- EL. 16,30 EL. 17.80 #7x8' -6"@12 CENTERED \ . W/ TRENCH #7 7@12 TRENCH LAP . . #6@12~tt-~1-J.ll., • SECTION . . SCALE: 3/8"=1'-o" . . . . G S4 . . • • ~ • ~ #6@12~ ' "~ #7@12~ .,,,..,-. ,, #7@12 " #6@12 • \ -#6@12---..,1' #6®12 ~ I• ~ I• ~ I' • 3'-0" LAP I' "V(TYP.) r#7@12 r#6@12 ~ Ii ::/ • . ~~ / ~ -\ • . . . . --' --. . . . . --• ' \ \_#6@12 CONT. \__ #7®12 \ 3 -6" LAP L#6 L @12 (TYP.) (TYP.) SECTION E #6x12'-6"@12, PLACED BETWEEN THE #6@12 CONT. FOR A COMBINED 6" SPACING (TYP.) SCALE: 3/8"=1 '-0" S5 #7r@12 EL. VARIES SEE FOUNDATION PLAN, SHT. S4 TYPICAL SLAB REINF. EL. 13.80 Nt... CARI. P. SF.:PPONEN EL. 16.30 • ,;J+--,r-TYPICAL WALL REINF. TYPICAL SLAB REINF. #77@12 3• -o" NOLTE 3'-6" LAP and ASSOCIATES Engneera / Plamer8 / &rveyors 51tiiJ KRAR'IY Villi\ R:'l.,2UITE 305, 3Ali DIEGO, Cll m::'3 (019) 278 ~2 EN/JINCCI\ Of' WORK: R.C.£. 2€391 (EKP . .'>-:>1-•JO) DAIT LAP 3' -6" LAP (TYP.) #6@12"""'""'~-\..UI '.:'.'.]l 3'-6" LAP 1 2' -6" 1'-5 " 2'-6" 6'-6" SECTION H SCALE: 3/8"=1'·-0" D[C.l~[D: S. HOWARD DRA\1\1',1: B. Y. /DE llAlf 08/19/98 ., ,Im! N!"l- SD0410\PS APPROVED RECORD DRAWINGS ,,, . .? -,,, /. -w./· ,,2&::4Y~ ✓ --, . -'''' 2 81 7 6 District [ngineer: WI LIAM E. PLUMMER WT REGISTq/\TION EXr'IR::'.: .. 3 .... 31 -02 23' -4" 15'-o" 1'-0" 5'-o" ,. W W • W • • • ··~ T • ~---+ ~ ~------------,,\_---'-"'c-"'\. _____ _ "'-#5@12 #5@12 --- • • 'i' o·· v-#5 7~®6 tj' • • #5@12 / 0 #5 _J:@6 .. ~ 3'-0" r • 3' -0" LAP \ It .. ~(TYP.) ,, • • • • / #5@12 I/ #5x10'-9"@12, PLACED ~#5@12 : /,---,..,,t-tt·+-----BETWEEN THE #5@12 / CONT. FOR A COMBINED ' -----I' t---lPt_'.:;:::=::;;::=:::;::::=::;:::==;:::::::::;::=:;;:==:;:=::::;:::±;,==it::::::::;:::=::;;::=:::;::::=::;:::::::::'.,~..'.::::::;::::=::;::::::::;2'.:::::::;::=:;;:+JI 6" SP A Cl NG -~--1s-~.-'\@. ~'.!:::·=·~:!-=:!:· =!:::·~-~:!-=li ·:!::: ·::!·~ ·•::!-~:!-='.!::: ·=·~~~-s· • ~!::: ·=·~/~-=:!:· ~~-~ • N I GROUT FILLET EL. VARIES SEE FOUNDATION PLAN, SHT. S4 ---.::. • • 'I. • 1_•• • • • • • -" ------.:: \_~#5@12 #5@12 CONT SECTION F SCALE: 3/8"=1'-Q" S5 • • • • • • • • • •• #40 @12 • • (TYP.) • • c; ---• • • \ \ DETAIL 2 SCALE: 1 /2"=1'-0" S5 • 4' -0" LAP (TYP) 4'-o" 4-#77~ ',!---4-#7 4'-o" (TYP.) X <.( ,...._ ~ :a: • I- ~ <.O TYPICAL WALL VERT. REINF 4-#7 (TYP.) #6 L @12 (TYP.) 3' -0" LAP (TYP.) TYPICAL TOP DECK SLAB REINF. 2-#8 r7 • i • • • --- #40@12 2-#5 CONT. 2-#8 LJ RUN TYPICAL WALL HORIZ. REINF. THROUGH BEAM END (TYP.) DETAIL SCALE: 1/2"=1'-o" 1 S5 • • • • 1 1 1 /2"x3 1 /2" KEY WITH 9" WA TERSTOP WRAPPED AROUND BEAM BASE S6 CARLSBAD MUNICIPAL WATER DI TRICT Sheet 12 DISTRICT APPROVED CHANGES BENCHMARK ENGINEERING DEPARTMEN KNOTS LANE SEWAGE LIFT STATION SECTIONS II 28 Sheets Description -Approved Date AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA 9-rd•W DESIGNATION; .. 0.C. 0147 1--+-------------f------+-----J DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON Lt, ,f'e,CC,l'f).,jl£fl{(/llf/{l: ___ --------+ 44/~ f:, ~ 2s116 B~-zo~~8 LJi,31.ricl i:.nqinccr: WILLIAM E. PLUMMER RC, Cate N. ABUTMENT OF E. BR. -REC.l'.;TR.A TICN EXPIR[S 3 3" 02, ; 1 ~ ,.., ad --+----1 ELEVATION: ...... 50.558 M.S.I. llrwn -B y I ,;.L .. ': • .;,.,..,, •• : .. ;z,.7 1--+-------------f------+-----J LOCATION: ......... APPROX. 300' S. OF S. ENTRY TO CARLSBAD • • • Date STATE PARK 40' E. OF CL OF N. BOUND Checked CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH CMWD 97-4 2 DWG NO. 357 5B Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E EL. VARIES SEE TOP • • !I., DECK PLAN • • • TYP. TOP DECK SLAB REINF. SEE SHT. S5 • • • • • • #4 0@12 • • 15' -0" 13 TREADS ®9"=9'-9" HATCH FRAME SURFACE MOUNT TO ADJACENT CONCRETE BEAMS EMBED INTO ADJACENT CONC. WALLS. E_L_,_s_o_._s_o_--++•------,• l---------=2___!!#-=5~C-=O.:...:N_:_T.:_. -:...-;,-;-;i.c::i:~·-·...J_ ____________ ~r=---7')"2="-,,''------:f 2-#8r7 • • • • • • • • • • • • • • EL. 42.47 • • • • • • TOP & BOTTOM TYPICAL WALL REINF. SEE SHT. 5 3'-9" NOTE; FOR BEAM ENDS SEE DET. 1 /S6 (SIM. TYP.) SECTION SCALE: 3/4"=1'-0" J S4 STAIRS SHALL BE FABRICATED AND DESIGNED BY A STAIR MANUFACTURER PER THE REQUIREMENTS OF SECTION 05510 ON THE CONTRACT SPECIFI- CATIONS. ALL STAIR STRINGERS SUPPORT BEAMS, ETC. SHALL BE ALUMINUM. N~ NOL TE and ASSOCIATES ugneera / Planners / Strveyors ~4~1 Kl!:Al</H VILLA FD.,SUITE ::!05, ::AN DIEGO, CA. 92123 (61\(, 278--!:i$112 ~l%1N~l:.t\ Or Wt.:HI\ • "()Al'IL P. ~lf-'1-'llNLN 'V~.I:.. 1638'1 (EXr. J-31-00) OATI" VE:.Olf]Ntl.l' S. HOWARD OPAWN: B. y; /0£ DA"IO.: 08/19/98 JOl:I W1 S00410\PS ' a ., ., 0 ' ' ' " 4 ,, ,. • ., ' ' EL. 51.80 • -.t- I a, II co @ Cl'. w (f) a:: -.t- ~ EL. 42.47 EL. 42.47 6 RISERS @8"=4'-0" (TYP. UNLESS NOTED OTHERWISE) EL. 30.47 EL. 26.47 EL. 22.47 12' -0" , cl-------------------------'-=------=--------------------'1 4' -6" 5 TREAD @9"=3'-9'' (NEAR SIDE) I 3' -9" ., , a 3' -9" 5 TREAD ®9" =3' -9" 4' -6" , 1--------'=------=---------1---=--_._._.~'°--=-"'--"--=--c';'-~~-+-------------------i ( FAR SIDE) ~~ ---~~~-------.--1 ' ,j ' ' j ., 0 C ' "· • ., ' a ~ ' ' ' ., " < ' ' ' ' • • " ' ., • " ,, " ' ' " ' ' ' ' ' L, ' ' , ' ' ~ ! II:J PROVIDE 4"x1/8" I ~•--:J ALUM. KICK PLATES i::: I I :J AT ALL LANDINGS (TYP.) , \ I i, • ' ' ' , ' \ ' ~ l..'.' __ ..J i:-r l...'.'. I: I :I: :J L' __ ':._J , s-p K ~ ·r ?\ . a:: w (f) [}' I LO C: J: I • I'>,""----t-~, '~ 17 :: ---II cc ' ' I " , ' I ' 1- 1 . • ' • . , • • - • • ' ' '.,, " ' ' • , .. , • " ' "" ., • u ,, ' ' J ' ' ' " 1., r ALUM. HANDRAIL V (TYP.) TO BE MANUFACTURER. / DESIGNED BY STAIR , " FOR MINIMUM '-;: •,=============~ REQUIREMENTS, SEE • , ' ' ' ~ • • ' • " SHT. SB FOR DETAILS ' " ' cl ' u ," S7 _E_L_. _1_8_,4_7 ____ ·~---------..-+---,,--,,---.----,.......:,--+--"----' AT STAIR BASE ., ' ., , ' " . , • J , • ' ·a ' CARLSBAD MUNICIPAL WATER ISTRICT APPROVED RECORD DRAWINGS ~~ z;;__~-~ 23176 Llic,tricl: l:.rqinccr: WILLIAM E. PLUMMER RCE • REGl':_;TR,\IIUN f-'Xl··'ll?I ~; :J-jl-07 1/-,lt' -9 !l Uote .¥1 oJ .. ., . . ' " " ., " " " ' ' ., " 5 TREADS @9"=3' -9" SECTION N.T.S. DISTRICT APPROVED CHANGES BENCHMARK De:~crip I ior' AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA R'flPl?t?..../lffl1.,,,W""ru."'-'c"'---------___,~~._,_, DESIGNATION: .. O.C. 014 7 DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. ELEVATION: ...... 50.558 M.S.I. Sheet 13 Urw11.: B. Y.I. ENGINEERING DEPARTME KNOTS LANE SEWAGE LIFT STATIO STAIRWAY DETAI S --+----+------, LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD -------------f--STATE PARK 40' E. OF CL OF N. BOUND 1-l~·;11-e,--:k-e1-.1,---------, CMWD 97-02 DWG NO. 35 -5B CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH 28 Sheets Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E 5' -0" MAX. SPACE 7' -0" MAX. SPACE EQUALLY--~ 1 1 /2" ALUM. PIPE ----+---+----~ EQUALLY---~ 316 SST BAR 2 1 /2"x1 / 4" ' ro I N 6" ' Lfl I I"") JUI.:===~~ F;:;;;::;=iJ~~~-SEE EMBEDDED SEE HANDRAIL STAIR/ LANDING STRINGER MOUNTING DETAILS, SEE DET. 3/S8 #4x20" EACH SIDE ~ 4"x1 /8" ALUM. KICK PL. WHERE INDICATED ELEVATION N.T.S. PERMANENT HANDRAIL POST ~HANDRAILING POST. GROUT IN PLACE. DRAIN AWAY FROM I I I POST • d + I I(__ 2 1 /2"x4" STYROFOAM ~ ..,Jj OR PLASTIC INSERT ~---+-REMOVE AND INSTALL POST EDGE OF CONCRETE---.... NOTES: 1. COAT ALUM. SURFACES IN CONTACT WITH CONCRETE, SEE SPECIFICATIONS. HANDRAIL POST SOCKET ANCHORAGE, SEE DET. 1 /S8 PERMANENT HANDRAIL POST MOUNTING LEDGE FOR COVER PLATE 3/16 EDGE OF CONC._/ q;_ ,.. I r REMOVABLE HANDRAIL r-2-------J POST I 2 1 /2"r/J SCH. 40 ALUM PIPE 3/16 3"r/Jx1 / 4" ALUM PIPE NOTES: 1. COAT ALUM. SURFACES IN CONTACT WITH CONCRETE, SEE SPECIFICATIONS. 2. PROVIDE 1 / 4" ALUM. TREAD PLATE COVER FOR EACH REMOVABLE HANDRAIL POST ANCHORAGE. REMOVABLE HANDRAIL POST ANCHORAGE DETAIL N.T.S. GB ---c~~~~-1 , 5 / 8" 316 SST EPOXY ANCHOR (TYP.) [Q-+-n I '-+-'-+-----11-'---' DRILL AND TAP FOR 1/2" SET SCREW NO. PER MANUF. SIDE MOUNT CONCRETE ANCHORAGE N.T.S. NOTE: ALL METAL SHALL MATCH HANDRAIL. PROVIDE PROTECTION FOR DISSIMILIAR METALS AND CONCRETE PER THE CONTRACT SPECIFICATIONS. STAIR ~-ALUMINUM HANDRAIL POST STRINGER -- ID 1 3/4" X 1/4" 316 SST BRACKET_J)_ATTACH TO 1 / 4" R... ALUM. STRINGER WITH 2-1/2"r/J 316 SST BOLTS SECURE TO POST WITH 1 /2"¢ 316 SST SET SCREW (TYP. OF 2 PER POST) HANDRAIL STAIR/LANDING STRINGER co Lfl BACK FACE MOUNTING STAIR STRINGER 1/4" FL GALV. ~ALUM. HANDRAIL P0'.£1" 1/4" ALUM. BRACKETA ATTACH TO STRINGER WITH 4~1/2"r/J 316 SST BOLTS. SECURE TO POSTS WITH 2-1/2"¢ 316 SST SET SCREWS HANDRAIL STAIR/LANDING STRINGER FRONT FACE MOUNTING DETAIL N.T.S. APPROVED RECORD DRAWINGS ("Jf',IGNfl) N~ NOLTE and ASSOCIATES M.A. PUGH r'.lRA\1/N: tl{lilo81 11 / Planners / 81.neyOl'B 8. Y. !DE -·· , ..... 54tl!I f<l•:ARNY ~IIJA Hn .• ~l!l'I';,: :-Hlf;, c!AN 1m:1m, 1:A. ~~'.H~l (HIii) triHfllll~ rJATr: [t,l;INl:.l:Y (lf-W~!RK 08/19/98 J:.;1, r-.o .... i:iidt S00470 lARL f•. 1±.l·•t>r.>Nl:.N KC.I:.. :.11,j',II (l:.Xt-' ... \ ·" "(j(J) - <I <I 3 1 2" ----t-~.Y~ 1 1 /2" r/J ALUM. PIPE\ <l 4 C :::t:~l=:··=······ ~ '-;r--::3;-/;-;-1 -:::;6,,,-, ~ TYP. 5/8" r/J BAR @ @ 2 - 3 /8" r/J 31 6 SST EXP. ANCHORS --II'. 1/4" x 5" r/J W/ ROUND SMOOTH BEVEL EDGE SIPE VIEW ELEVATION WALL MOUNTING SECTION N.T.S. 1 1 /2"¢ ALUM. PIPE \ W/ go· TERMINATION \ ft 1 / 4 x 7"r/J ALUM W/ROUND SMOOTH BEVEL EDGE ,.,._____ 2 -3/8" r/J 316 SST EXP. ANCHORS 1/4 HANDRAIL TERMINATION ANCHORAGE DETAIL N.T.S. SB CARLSBAD MUNICIPAL WATER ISTRICT , Sheet 28 14 ENGINEERING DEPARTME Sheets DISTRICT APPROVED CHANGES BENCHMARK . . .. Llescr:iE\i,:,_"--'n ____ -+-.1\_pp_rgvecl . _[)9\e .. AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DA TA ,ff<!OfP. t?Rf!kltl/4-'1·}o-'19 DESIGNATION: .. O.C. 0147 -------+--··-······· .. ··-···· ... DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON 1---+--------------+---------l N. ABUTMENT OF E. BR. KNOTS LANE SEWAGE LIFT STATIO HANDRAIL DET Al S i 41/~ t -~ ...... _ 2817 _B. zo-__tt 'U,strict f.nqinecr: WILLIAM. E. PLUMMER RC Dale kl(;l':;lkt..llUN ::xl:'IRES ~-31-02. l--+---------------+---------lELEVATION: ...... 50.558 M.S.I., n,·wn By I 1--+-------------+---------1LOCATION: ........ APPROX. 300 S. OF S. ENTRY TO CARLSBAD. • • • CMWD 97-02 DWG NO. 35 -5B STATE PARK 40' E. OF CL OF N. BOUND u,eck<,d: CARLSBAD BLVD ON PONTO BR. NO. A7882 M.A. PUGH Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E LEGEND CONDUIT SINGLE SCHEMA TIC PLAN LINE DIAGRAM • • • • LOS ■zs ■zs DIAGRAM )100A ) 50AT • • ....L LOS ....L .____. ~ DESCRIPTION IS TRIP RA TING lHREE OSITION SWITCH. MAINTAINED CONTACT FUNCTION MAY VAR AS NOTED ON DIAGRAMS. CENTER POSITION IS OFF TWO POSITION SWITCH. MAINTAINED CONTACT FUNCTION MAY VARY AS NOTED ON DIAGRAMS MOMENTARY CONTACT PUSHBUTTON. FUNCTION MAY VARY AS NOTED ON DIAGRAMS MOMENTARY CONTACT PUSHBUTTON WITH PROVISION FOR LOCKOUT LOCKABLE DISCONNECT SWITCH. RATING AND DETAILS AS NOTED ON DRAWINGS LIMIT SWITCH, NORMALLY OPEN LIMIT SWITCH, NORMALLY CLOSED CONDUIT SINGLE SCHEMATIC PLAN LINE DIAGRAM 10 >--0 D PB -T- -G- DIAGRAM DESCRIPTION LIGHTING FIXTURE, WALL MOUNTED, SEE LIGHTING SCHEDULE MH-MANHOLE PB-PULL BOX HH-HANDHOLE OR AS NOTED ON DRAWINGS TELEPHONE CONDUIT, SIZE AS NOTED GROUNDING GRID OR GROUNDING CONDUCTOR SIZE AS REQUIRED OR AS NOTED ON DRAWINGS GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS EXOTHERMIC GROUND CONNECTION BOLTED GROUND CONNECTION TIME DELAY RELAY CONTACT, OFF DELAY, NORMALLY OPEN CONTAC ~OT TIME TO OPEN ON ENERGIZATION ---0 CONDUIT BENDING UP ■sov + OL * 0 M * TIME DELAY RELAY CONTACT, OFF DELAY, NORMALLY CLOSED CONTACT, TIME TO CLOSE ON ENERGIZATION TIME DELAY RELAY CONTACT, ON DELAY, NORMALLY OPEN CONTACT, TIME TO CLOSE ON ENERGIZATION TIME DELAY RELAY CONTACT, ON DELAY, NORMALLY CLOSED CONTACT, TO OPEN SOLENOID OPERATIED VALVE MOTOR CONTROL CENTIER DRAWOUT STABS MOTOR STARTER WITH THERMAL OVERLOADS. NUMBER \NDICA TES NEMA SIZE MOTOR OVERLOAD CONTACT MOTOR, NUMBER INDICATES HORSEPOWER INDICATING LIGHT, PUSH-TO-TEST. LETTER INDICATES COLOR. R-RED B•BLUE G•GREEN A-AMBER W•Wl·IITE CONTACT OR RELAY COIL LETTER OR NUMBER IS DESIGNATION NORMALLY CLOSED CONTACT. LETTER OR NUMBER IS OESIGNA TION • 111 • PB-1,3,5 0 f'VVV', CONDUIT BENDING DOWN UNDERGROUND OR CONCEALED CONDUIT EXPOSED CONDUIT H U CIRCUITS 1,3,5, PANEL PB ~ __ MANUAL MOTOR STARTER, X -DESIGNATIES NUMBER OF POLES. _.. -NO DESIGNATION INDICATES SINGLE POLE J---KEY OPERA TED SWITCH TELEMETRY INPUT POINT DRIVEN GROUND ROD -10'-0"x.3/4" COPPER CLAO STEEL DRIVEN GROUND ROD AND GROUND ROD TEST WELL PANELBOARD OR AS NOTED ON DRAWING LIQUIDTIGHT FLEXIBLE CONDUIT ._ M ....L ....L ....L GROUND DRAWING SCHEDULE DRAWING TITLE E-1 ELECTRICAL SYMBOLS AND ABBREVIATIONS E-2 SITE ELECTRICAL PLAN E-3 POWER AND LIGHTING PLAN E-4 SIGNAL PL.AN E-5 SINGLE LINE DIAGRAM AND DETAILS E-6 MAIN CONTROL PANEL (MCP) DETAIL E-7 CONTROL DIAGRAM No.1 E-8 CONTROL DIAGRAM No.2 E-9 CONTROL DIAGRAM No.3 E-10 SCHEDULES ~ -H-NORMALLY OPEN CONTACT. LETTER OR NUMBER IS DESIGNATION _ _ _ ~ 1-----+---I---Q---------1f-------------------+--+--+-----+------------------l ~ RUNNING TIME METER, NON-RESETTABLE .,,,.. .,__n.n..n..., ~ HEATER, RA TING AS NOTED ON DRAWING IT] ◄ CJ ■FS *20A I i .I 1 I i ,..,.,...,..,., SA --{[]]-- 6 -------1 I I I I '-------' ---y FUSE, NUMBER INDICATES RA TING CONTROL TRANSFORMER. RATING AS NOTED ON DRAWINGS OR AS REQUIRED BASED ON LOAD SERVED AMMETER AMMETER SWITCH CONDUIT NUMBER ·xxx· IN CONDUIT SCHEDULE KILOWATT METER PRESSURE SWITCH. CONTACT ACTION AS NOTED ON DRAWINGS POWER TRANSFORMER. RATINGS AS NOTED ON DRAWINGS DUPLEX RECEPTACLE. 20A, SPEC GRADE GROUNDING TYPE. UNLESS OTHERWISE NOTED ON DRAWINGS TELEPHONE OUTLET JUNCTION BOX OR CONDUIT FITTING AS NOTED OR REQUIRED. CONTROL PANEL OR EQUIPMENT AS NOTED FLOW SWITCH, CONTACT ACTION AS NOTED ON DRAWINGS FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW FLUSH TOGGLE SWITCH, THREE WAY CONSlJL 11M<l ELECTRICI\L ENOIIIEERS 97'-0 MIRA. MAR RO,..O. :SUITE 180 """ D1£CO, CA 92120-4081 NC. PHONE, 619 47-1100 fA)(; 619 547-1104 1-MAIU:karirodOoa,com IDS -----:3 jxx [B--lxx ~ rn tJ 0 D • HORN OR AUDIBLE SIGNAL ANNUNCIATOR ALARM WINDOW PHASE TERMINAL, INTERNAL WIRING TERMINAL, FIELD WIRING MAGNETIC DOOR SWITCH CONDUIT STUB-OUT DISCONNECT SWITCH, F -FUSED NF • NON-FUSED XX • AMP RATING CLASS 1 MOTOR STARTER APPROVED RECORD DRAWINGS District Engineer: -1"'.. ~= 28176 wr7AM c PLUMMER RCE REGISlRA TlON EXPIRES 3-31-98. II: 70 -~9 Date DISTRICT APPROVED CHANGES BENCHMARK ~1£~~:Jiffi~L~~~====::t::'.A~~ro'.:'.v~ed::j1o~a~tje 'DiAGENCY: .......... NORTIH COUNTY VERTICAL CONTROL DAT A µ ,,_ '()-99 DESIGNATION: .. o.c. 0147 ---+---------------1----+---IDESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N ABUTMENT OF E. BR. ---+---------------1----+---l1ELEVATION: ...... 50.558 M.S.I. 1---+--------------+-------lr----,LOCATION: ........ APPROX. 300' S. OF S. ENl'RY TO CARLSBA STATE PARK 40' E. OF CL OF N. BOUND CARLSBAD BLVD ON PONTO BR. No. A7882 PLANS BY DATE DESIGNED CHECKED DELINEATED ABBREVIATIONS A AFC AFF AFG AIC ATS AUX AUTO AWG BC BD BLDG BKR C CB 1 CKT c.o. I COND CONT CONTD I CPT I CP CT CR cu DC DIA. DISC DISC SW DPDT DPST DWG DS EL.EC EL.ELEV EM EMT EO EXIST EF FBO FDR F"LA FLEX FM FS FT OR ' FT FUT GALV GEN GFI GFP GNO/G. HH HOA HTR IC IN OR " IND INST INSTR INTLK JB OR J KAIC KW LCL LCP LEV LIM LR LOS LS AMPERES ABOVE FINISHED CONCRETE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPS INTERUPTING CAPACITY AUTOMATIC TRANSFER SWITCH AUXILIARY AUTOMATIC AMERICAN WIRE GAUGE BARE COPPER BOARD BUILDING BREAKER CONDUIT CIRCUIT BREAKER CIRCUIT CONDUIT ONLY CONDUCTOR CONTROL CONTINUED CONTROL POWER TRANSF"ORMER CONTROL PANEL CURRENT TRANSFORMER CONTROL RELAY COPPER DIRECT CURRENT DIAMETER DISCONNECT DISCONNECT SWITCH DOUBLE PULL DOUBLE THROW DOUBLE THROW SINGLE THROW DRAWING DOOR SWITCH LT LTG LV MAN MC MCC MCP MIN MTG MTR N NC NCIO NCTC NCTO NEC No NO NOIC NOTC NOTO NP OL PB PB PE PFR PNL POS PR HT HTING VOLTAGE NUAL INTAINEO NTACT TOR CONTROL NTER IN CONTROL NEL IMUM OR UTE UNTING TOR EUmAL ORMALL Y CLOSED NIORMALL CLOSED, INSTANTANEOUS EN N RMALL Y CLOSED, ME CLOSED N RM ALLY CLOSED, ME OPEN N TIONAL ELECTRIC C DE N MBER N RMALL Y OPEN N RMALL Y OPEN, I STANTANEOUS COSE N RMALL Y OPEN, Tl E CLOSE N RMALL Y OPlcN, TI E OPEN NAMEPLATE 0 ERLOAD P SHBUTTON P LLBOX/PANELBOAR P OTO ELECTRIC CELL P ASE FAILURE R LAY P NEL P SITION P IR ELECTRIC ELEVATION EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICALLY OPERATED EXISTING EXHAUST FAN FURNISHED PVC PVC/RGS P L YVINYLCHLORIDE P C JACKETED BY OWNER FEEDER FULL LOAD AMPS FLEXIBLE FLOW METER FLOW SWITCH FEET OR FOOT FLOW TRANSMITTER FUTURE GALVANIZED GENERATOR GROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND HANDHOLE HAND/OFF/AUTO HEATER INTERRUPTING CURRENT INCHES OR INCH INDICATING INSTANTANEOUS INSTRUMENT INTERLOCK JUNCTION BOX, CONDULET OR FITTING AS REQUIRED BY NEC UNLESS NOTED OTHERWISE RECEP RGS RM SDG&E SF SE SEC SEL SP SPEC ss SPOT SPST ST STA STL STR SV SW SWBD TOR TEL TEMP TERM TM TRANS. TS TW/SH TYP UNGND UON KILOAMP INTERRUPTING V CAPACITY KILOWATT W LONG CONTINUOUS :~o LOAD LOCAL CONTROL WP PANEL XFMR LEVEL XP LIMIT ZS LOCAL/REMOTE LOCKOUT STOP STATION LEVEL OR LIMIT SWITCH 3W 4W RI ID GALVANIZED S EL CONDUIT R CEPTACLE RI ID GALVANIZED S EEL CONDUIT RdlOM SAN DIEGO G S & ELECTRIC S PPL Y AIR FAN S RVICE EQUIPMENT S CONDARY S LECTOR S MP PUMP S ECIFICATION S INLESS STEEL SI GLE POLE DOUBLE THROW SI GLE POLE SINGLE TH ow S NT TRIP ST TION S EL ST RTER S ENOID VALVE S TCH SWITCHBOARD 11 E DELAY RELAY TE EPHONE TE PERATURE iE MINAL TE EMETRY TR NSFORMER TE PERATURE SWITCH TW STED SHIELDED ICAL UN ERGROUND UN ESS NOTED 0 ERWISE WA WI Wl1'f-lOUT WEATHERPROOF TRANS ORMER EXPLO ION PROOF POSITI N SWITCH OR LIMIT WITCH ,-...-----1 THREE WIRE FOUR IRE E-1 CARLSBAD MUNICIPAL WATER DISTRICT Sheet 15 ENGINEERING DEPARTM NT KNOTS LANE SEWER PUMP STAT! LEClRICAL SYMBOLS AN) A Drwn.: KS CMWD: 97-402 Checked: DWG. No. 357-58 28 Sheets T10NS Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E '---------~-~"'"' .............. ____ .,.,.,.,._______ .. , ........ •--............ ,., ... ~_ .. ,, i ~--""""""'"'"'J TELE.· .P.H. ONE BA·····C······KBOARD CATED INSIDE MCP) .. --·=--1 ~ , .. .,_. ---:: ...... :7 I i CONSUL '11NG ELEcnm~AL ENGINE:ERS 97s, IIRAMAR ROAD, SUnE 1eo SAN DIEGO, CA 92126-4581 PHONE: 619 47-1100 NC. FAX1: 1519 47-1104 E-MAIL:konra.ol,QM'I t-0 o· --f --· • ,••"--T~O~> FOR CONTINUATION SEE E-3 ___ _, ' I I GRAPHIC SCALE 5' 10' 15' ' 20' --J~-.....__ ----- 7 ! ' - '-------'--PHOTOCELL TO BE WIRED TO CONTROL BOTH LIGHTS •• ' I """'···········-~"'··"·"""' .. ~ "" 7 APPROVED RECORD DRAWINGS -~ =~~,:~ f=,..= ... ,--, ----l MIO DmNY 11.U 111..m:m • SAi mmo, CA. 1121211 c-, ,._.. DAm - ,--PROPOSED SDG&E TRANSFORMER LOCATION VERIFY LOCATION AND REQUIREMENTS WITH SDG&E 28176 "'mNrn or """'' 08/0 7 ,/98 Dtstrtct Engineer: LLIAM E. PLUMMER RCE REGISTRATION EXPIRES 3-31-98, /1,Y.,-9? Date -- ,,/ I _.,/_, k:_,,, __ _ © (TYP OF 1) DISTRICT APPROVED CHANGES BENCHMARK - I I I ' I ' I ' .. I - ' A roved Date AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA PLANS BY DESIGNED CHECKED DELINEATED CARLSBAD MUNICIPAL WATER Sheet 16 ENGINEERING DEPARTME KNOTS LANE SEWER PUMP STATIO SITE ELECTRICAL 9-,cJ-9 DESIGNATION: .. 0.C. 0147 ✓ t=+========================~~=====~~=:::jDESCRIPTlON: •• STANDARD DISC SET FLUSH IN E. COR. ON N. r -2817 !?R fl «I I. DATE E-2 I STRICT 28 Sheets LAN 8-2+·98 Date 1t::f:::::::::::::::::::::::::::::j:::::::::jt::::j ABUTMENT OF E. BR. District Engineer, WILLIAM E. PLUMMER RC I ELEVATION: ...... 50.558 M.S.I. REGISTRATION EXPIRES 3-31 02. t=+====::::::::::::::::::::::~::::::±:::~LOCATION: •••••••• APPROX. 300' S. OF S. ENTRY TO CARLSBAD Drwn., KS CMWD: 97-402 1 STATE PARK 40' E. OF CL OF N. BOUND tJ;:;:;;;:;:::;;:------+,;=~=---=---+------l CARLSBAD BLVD ON PONTO BR. No. A7882 Checked: DWG. No. 357 59 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PROVIDE FIRE RATED WALL PENETRATION THIMBLE RUN EXHAUST PIPE THRU THIMBLE AND EXTEND ONE FOOT BEYOND WALL TERMINATE WITH RAIN CAP. PENETRATE WALL ONE FOOT PROVIDE 2'x2'x3/4'''---- PLYWOOD TELEPHONE BACKBOARD INSIDE MCP BELOW ROOF LINE ----+-----~ G LOUVERED OPENING ,,.---#4 BARE CU GND. +18" AFG WP ! 1· ·1 (TYP 2) GFl~+18" AFF (TYP 2) ; ! -- LOUVERED OPENING-~ i -------..""~ -- A )---c--~ (TYP 2) G - G @MAIN CONTROL PANEL f/4 BARE CU GND. PBl-10 CRITICAL DEGREE SILENCER. USE FLEXIBLE CONNECTOR BETWEEN SILENCER AND ~-,-,·-1'J / MANIFOLD --------+----------j--1 / ·1-1•// •••• ,,·r, ;If;) ,11··•1-;'fy1 TD(···1'i '~',, 't,J~ER ,....,7 ,_ 1 \. 1 1 ./ ··1 , __ I 1 / ··--" L, / 1 I \ _,, L -=c=-!.~,=..c.-'-"----'--'--'=':.!.._c_..L--'='.'...2=.:_'..2...!...!....c....'cc'...,c~.!.ll. · R OL ATS ~ 0 PROVIDE SEISMIC RESTRAINT SUPPORT RODS AS LOUVERED OPENING ~ I ~ INDICATED (TYP). -----1--------' MAINTAIN 3'-0" CLEARANCE AROUND BLDG. #4/0 BARE CU GND. KNIIAD CONSUL TING E'l£CTRICAL ~GINU'RS 97M MIRAMAR ROAD, SUllE UIO SAN DIEGO, CA r'.12126-4561 PHONE: 61'1 M7~11DO NC. fAX. 519 ,+7~11M E-WAL:kafflldeaot..com PANEL SWITCHBOARD "SE" GRAPHIC SCALE o· 2' 6' II' ---------------- SCALc: 1•-2' • . , .. -· N~ ~1!1~=.TES DRA,,N; ..,. 111111T llll,l llll,JIUIII ._ ,.. ....,_ "" """" c• .,..... .. ,., DIGtlEEft Of WORI<:: 08/07/98 JOaNO: CMI. P. ii;lii;ONfll R.C.li:. :zea, l5,i. ,3-.31-ool o,,'11: v /A1~·1 I V/IL.L-'',1 ',7 ''J PLANS DESIGNED CHECKED DELINEATED THERMAL SWITCH IN W!ATHERTIGHT ~ JUNCTION BOX. SECUR TO WALL USING 1/4"x1" STAINLESS ST EL EXPANSION ANCHORS EL 24.65 1/2" PVC COATED RIGI¢> STEEL-----~ WITH 2/112, 1 /112 GND. LIQUID TIGHT JUNCTION BOX. SECURE ~ TO WALL USING 1/4"x11' STAINLESS STEEL EXPANSION ANCIHORS EL 22.50 SEE DETAIL 2/E-3 FOR LIOUID TIGHT CONNECTION 2' RADIUS PRE-MANUF~CTURED 180' ELBOW. 1 /2" PVC COATED RIGID STEEL BY DATE 1 /[ LIQUID TIGHT FLE IBLE CONDUIT WIT 2/112, 1/112 GND. ,,..--+-TR,tolNSITION COUPLING EL24. 65 -+---I--'-' ---''-I-. ....... -"·-····-" .... --.,,-~..,, / ~. ,/ ·, ,,,,--~, ...,__ ___ __,_,--------,-.'---,, ,, " LE}E ENOUGH SLACK IN LEXIBLE CONDUIT TO BE ABLE TO LIFT SU P PUMP OUT OF SU P EF-1 ! I \ \ • r SUCTION BELLS \ \ " I \ (ROOF MOUNTED) __ _,__ __ \7 / \ I / ------- 7 8 18 APPROVED RECORD DRAWINGS ; I V ! CJ EL50.20__/' v' C \-----,-~f------+----l'r I I I I (TYP 6) I ~ s---- I I I I I I _I 1/·Ja .99 17 8 EL26.65 L24.65 4CFI (TYP 2) (TYP 2) P-2 : I I I I I ----------------~ P-1 SEE NOTE 3 sF -1 l) ls' (/ .!!vZ:~lo..tc ROOF MOUNTED ' I l EL.32.65 I : -.--+--I ' r 1Ai -----£_..i-,WI-- EL39.65 EL 7.55 v <) 1-r EL 4.6 1\ 8 NOTE: 1. ALL EXPOSED CONDUITS IN "DRYWELL" TO BE PVC COATED ROBROY OR EQUAL. 2. ALL JUNCTION, SWITCH, RECEPTACLE BOXES TO BE WEATHERPROOF TYPE. 3. FOR PUMP CONNECTION SEE DETAIL 2/E-3. DISTRICT APPROVED CHANGES ...,_--+-FLOW METER FIT01 EL24.65 BENCHMARK Desert tlon A roved Date AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA 9-,o9 DESIGNATION: .. O.C. 0147 l--"+---------------l-----1-------lDESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N, ABUThAENT OF E. BR. t--+--------------1-----1-------lELEVATION: ...... 50.558 M.S.I . SUMP PUMP INSTALLATION DETAI NOT TO SCALE SURFACE MOUNlED J-BOX ,,---PROVIDE LIQUID TIGHT CONNECTION IN iJ-BOX .,.......--STAINLESS STEE~ STRAIN / RELIEF CORD GRIP WEATHERPROOF CABLE TO PUMP. PROVIDE STAINLESS STEEL STRAIN RELIEF CORD GRIP AT PUMP CONNECTION PUMP CABLE CONNECTION DETAIL NOT TO SCALE E-3 CARLSBAD MUNICIPAL WATER DISTRICT Sheet 17 28 ENGINEERING DEPARTMll:NT Sheets KNOTS LANE SEWER PUMP STATld:>N POWER AND LIGHTING PLAN District Engineer; WILLIAM E. PLUMMER REGISlRA710N EXPIRES 3--31-02 . Drwn.: KS CMWD: 97-402 4(,)~;, <C',,~ 28176 District Engineer; LUAME.PLUMMER RCE REGISTRATION EXPIRES 3-31-G8. Date l-t---------------+-----1------l'LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBA~ STATE PARK 40' E. OF CL OF N. BOUND r=----:----:-------+--------------------l CARLSBAD BLVD ON PONTO BR. No. A7882 Checked: DWG. No. 357-60 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E LOUVERED PROVIDE 2'x2'x3/4" PLYWOOD TELEPHONE BACKBOARD INSIDE ''MCP" MAIN CONTROL LJ PANEL "MCP" ~ \) -::J v'. ..... ~-~-~~-········ ·~-~""""""·"'"'""''"''""'''"'"'"'''"''""'"'"''"""----------······!,:j ............ , ••• , .... , ...... __ _,,,_ ____ ~_~ ---~········"""'""-·· ........ __ 11 q \) LSLL01 "'-.~ 35 36 17 16 >+---+--·4 ,. E-9 v· '\[ .. \1 __ O_P_E-Nl~G \-----------+',------+-·-~If- ,--..,~~SCHEDULE 80 HOUSING FOR "-'-",.," 316 STAINLESS STEEL TUBING BUBBLER (AIR LINE) --,',L ~+~+Ir-~ r&--.lf--,Y--II-# -If-I/ ~II I I LSHH01 <:J EP ,, 20 LOUVERED OPENING~ KANIA[) ·---··-··-···-······------·----r· • ·1-·-·--····----........ GENERATOR i ~ ··o• ~ i I l LOUVEREo__J OPENING ---i ---i GRAPHIC SCALE o· 2' 6' a· ------------- SCALE: 1 •= 2' ., 'I .. ............ .....__ APPROVED RECORD DRAWINGS DDtGNm: NC. ~ NOL TE and ASSOCIATES E"fd't11r1: Plllmn / 8neyon Dl'IA_,: L__ r--=--=-I I I I I I I I _J I JB1A /i """"l--(_J) EL 4 9 . 2 0 29 28 <:J \) FIT01 ZS-2 \> L ________________________ _ P-2 P-1 -.:::) \) <";1 ,, -/. I U,v 1, ,1 l \) '"""""'"'"'" '"'""""'""'"'" "'1 ·q 11 ~:-·---·--___ ._ •••• _ ••••• ;:T=--=-=-=rr:'.=::::'.:::=,=. :'.:==::::'.:=:::'.:=='.::==::'.l=====:::::J "<;., \} . . v Si "i "(j ':J \) \) "(J q '/ NOTE: 1. ALL EXPOSED CONDUITS IN "DRYWELL" TO BE PVC COATED ROBROY OR EQUAL. DISTRICT APPROVED CHANGES BENCHMARK ..-.,;;-;.,.,;;~~~~-=r.-----t~A='-'ro°"v"'ed7 ...,D,c,a..,te"---iAGENCY: .......... NORTH COUNTY VERTICAL CON1ROL DATA ~"=""""'a''--'-"-"""'----'-"'---"-'"-----+----+,,...,,.,,--;calDESIGNA TION: .• 0. C. 014 7 µ..'l--"-''-"'-""'-"'---"-""""-'-'--'---------+-----"-'9-'·J"'o--'-9C<..-l9 DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. CONSUL TING ELECTRICAL ENGINEERS 9750 MIRAMAR ROAD, SUITE 180 --...... ...,,. Ill, ... -... ..., jOIO) - INGINUR OI" WORK: l)j\11) 08/07/98 ~~,,........ 28176 LIAM~ PLUMMER RCE /J·?!J -g, 1---1---------~------+-----+----lELEVATION: ...... 50.55B M.S.I. ~-1--------------+-----~--lLOCATION: ........ APPROX. 300' S. OF S. EN1RY TO CARLSBAD STATE PARK 40' E. OF CL OF N. BOUND CARLSBAD BLVD ON PONTO BR. No. A7882 S/IN DIEOO, CA 92128-4581 PHONE: 819 ,47-1100 FAX: 819 547-1104 E-Mlil!ko, ......... com ..00 MO: cDI[ ~. SUIPat!'H ii.CL 2.eJSII ~-;i:31:001 ~Aft: District Engineer: REGISTRATION EXPIRES 3-31-98. Dote PLANS BY DATE DESIGNED CHECKED DELINEATED E-4 CARLSBAD MUNICIPAL WATER DISTRICT Sheet 18 Drwn.: KS Checked: ENGINEERING DEPARTMENT KNOTS LANE SEWER PUMP STATION SIGNAL PLAN CMWD: 97-402 DWG. No. 357-61 28 Sheets Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E GROUNDING LUG-~ BONDED TD POLE INTERIOR NEAR HANDHOLE BEVEL EDGES---, T 24" MIN. ~--HANDHOLE l'llTH GASKET GROUND WIRE, /18 CONDUIT BUSHING ANCHOR BOLTS. SIZE, NUMBER AND PLACEMENT PER MANUFACTURERS RECOMMENDATIONS FINISH PARKING SURFACE DR GRADE "---118 BARE CU STRANDED GROUND CONDUCTOR ====W~~~J,. -----GROUND --'---c ROD 1/2" ¢ X 8' 4'-0'' •. : -. ,-..1----#4 DEFORMED REBARS ~---. -,,_ AT EACH CORNER CONDUIT AND-~ CONDUCTORS AS SHOWN ON PLAN CAST CONCRETE BASE _........., AGAINST UNDISTURBED -----1/3 DEFORMED RE-BAR TIES AT 12" 0/C MIN. 3" MIN. CLEARANCE 2-3/8"11lx2" LONG EXPANSION ANCHORS EQUALLY SPACED PER 20" ~DE SECTION MOTOR CONTROL CENTER (6-3/8"iz>x2" LONG ANCHORS FOR MCP) WT ~ 500 LBS. MAX. 20" MCC (24" MCP) t SURFACE MOUNTED ~ MOTOR CONTROL CENTER & MAIN CONTROL PANEL ENCLOSURE ' 0 0, ~.~1 --,-1 --,-~,1---:--:i--:;,1~--:1---:--::.1~~-:::::::.,,,,,-_--,/<- --~2-3/8"9lx2" LONG EXPANSION ANCHORS EQUALLY SPACED PER 20" WIDE SECTION MOTOR CONTROL CENTER OR COMPACTED (95% MIN.) EARTH (6-3/8"¢x2" LONG ANCHORS FOR MCP) POLE BASE DETAIL SCALE NONE 6 E-1 E-5 MCC t MCP MOUNTING DETAI SCALE ~---SWITCHBOARD "SE" 1 DOA. 120/2D8V,30,4W MAIN C.B. l----+--"-l 42KAIC ATS 100A )3P NORM 1 OOA 120 /208V. r» 4W 3P EMERG. r--------------~----~ SDG&E 3¢ PADMOUNT TRANSFORMER I I I I I I I I MOTOR CONTROL CENTER "MCC" 125A. 120/208V,31'l,4W 42KAIC BRACING 60/M )3P j 60/M )3P j 50A )3P I 35 35 FRN FRN GND. 7 -1 30.9 FLA PANEL ''PB1" 12POS. '---+--120 /208V. _[ G N G ■ ■ DIESEL ENGINE I I i 120/208V,391,4W I 20KW (25KVA) 12KV PER SDG&E REQUIREMENTS I I : i ~-----------------~--~ PACKAGED STANDBY GENERATOR SET LOAD CLACULATIONS P-1 = 30.9A P-2 = 30.9A PB-1 = 21.SA 83.3A 83,3A@120/208V,31'l,4W = 30,009VA GENEBATQB LOAD CAL llLA]QN5 P-1 = 30.9A PB-1 = 21.5A 52.4A 52.4A@120/208V,31'l,4W = 18,877VA NONE NEMA 4x 2-POLE SAFETY SWITCH, 30A. NON-FUSED EXTERIOR WALL 1/2" PVC COATED RGS ~ WITH 2#12 & 1#12 GND. ~ IJ"] 1 /2" SCHEDULE 40 PVC WITH 2#12 & 1#12 GND. FOR CONTINUATION SEE IRRIGATION CONTROLLER DETAIL A/L-2 _____ _...,. r 1/2" GALVANIZED STEEL PIPE STRAP AT 2' A.F,G. TRANSITION COUPLING FINISHED GRADE 5 E-6 E-5 l------------------------1IRRIGATION SCALE ~ SINGLE LINE DIAGRAM (REFER TO E-3 FOR PHYSICAL LAYOUT) CONTROLLER f-N-O-NE---1 E-.3 E-5 SAFETY DISC. DETAIL APPROVED RECORD DRAWINGS _, KAtlW) NC. ~ NOLTE and ASSOCIATES Oft·~ ROTARY ACTION LIMIT---, SWITCH (MOUNT OPPOSITE OF DOOR HINGE) 1/2" TO 4" ADJUSTABLE ~ LEVER ACTUATOR WITH ROLLER PR0\.1DE ALUMINUM SHIM WHERE REQUIRED. SECURE TO DOOR NOTE: .,------PROVIDE ALUMINUM MOUTING BRACKET WHERE REQUIRED _.-----,----SECURE TO FRAME ~TH (2) MOUNTING SCREWS MIN. MOUNTING SCREWS ARE NOT TO PENETRATE OUTSIDE WALL OUTSIDE ENTRY ACTUATE S~TCH WHEN DOOR OPENS AT 15· MAX. SQUARE "D" CLASS #9007, HAI ARM AND I/C54B2 - SWITCH OR APPROVED EQUAL DOOR ENTRY SWITCH DETAIL SCALE 4 E-3 E-5 CAST IRON GRADE RING --~ ADJUST TO FINISH GRADE PRECAST CONCRETE BOX---.... 9" MIN. DIA. GROUND CONNECTOR-----~~<"' i-------------i" BURNDY TYPE GAR, GD OR GK PEA GRAVEL ---------+4- C COMPACTED EARTH --------L oo 0 NONE ,------CAST IRON TRAFFIC COVER EMBOSSED "GROUND ROD" ~--FINISHED GRADE \> , :i <t :::;: ' "' - ' "' ' N ....._-+------~ GROUND ROD 8'x3/4" COPPER CLAD STEEL BARE COPPER GROUNDING ___ __, 1 D-3 8" MIN. DIA. CONDUCTOR GROUND ROD AND BOX INSTALLATION DETAIL SCALE NONE DISTRICT APPROVED CHANGES 3 E-5 E-5 PLANS DESIGNED CHECKED DELINEATED PATCH OR PLANT ~-~--~ TO MATCH EXISTING , 12" WIDE ----..__ ~ YELLOW WARNING z ~ TAPE "Q" • • . . BY DATE ~--MIN. 2" ASPHALT CONCRETE UNDISTURBED EARTH BACKFILL, COMPACTED TO 95% RELATIVE DENSITY.FREE FROM LARGE ROCKS & DEBRIS J" MIN. RED COLORED CONCRETE ENCASEMENT CONCRETE ENCASED CONDUIT SCALE 2 E-3 E-5 PUMP No. 1 @ PUMP No. 2 @ 20" DD ~~~ DD ~~~ PANEL "PB-1" @ SPACE SPACE MCC ELEVATION BENCHMARK NONE LEGEND PLATE/PILOT DEVICE SCHEDULE 1, AMMETER -PUMP No.1 2. RUN TIME METER -PUMP No.1 3. AMMETER PHASE SELECT -PUMP No.1 (3 POSITION SEL. SWITCH) 4. PUMP No.1 ~ HAND/OFF /AUTO (3 POSITION SEL. SWITCH) 5. PUMP No.1 -START/STOP (2 POSITION SWITCH CENTER RETURN) 6, AMMETER -PUMP No.2 7, RUN TIME METER -PUMP No.2 8, AMMETER PHASE SELECT -PUMP No.2 (3 POSITION SEL. S~TCH) 9. PUMP No.2 -HAND/OFF/AUTO (3 POSITION SEL. SWITCH) 10. PUMP No.2 -START/STOP (2 POSITION SWITCH CENTER RETURN) FOR MOUNTING DETAIL SEE (5\ E~5 SCALE 1 NONE E-3 E-5 E-5 CARLSBAD MUNICIPAL WATER DISTRICT Sheet 19 ENGINEERING DEPARTMENT KNOTS LANE SEWER PUMP STATION 28 Sheets SINCl..E LNE DIAGRAM AND DETAILS nrl-==,---;=;;;-;;';'-i;;=-=::..:.i::..='----------t-'A..:c:.c:....:ro:...:.ve=.:d=-+;;'-';~ AGENCY: .......... NORTI-i COUNTY VERTICAL CONTROL DA TA f,,L.L""f--'~""°'""'c""o""R."--""""-'-""""""---------t-----f-'--""'-'-""IDESIGNA 110N: .. O.C. 0147 l--+--------------+----+------1DESCRIPTION: •. STANDARD DISC SET FLUSH IN E. COR. ON N. ~SOL 11NG ELECTRICAL ENGINE:ERS 9750 ~IRAMAR ROAD, SllTE 180 SAN DIEGO, CA 92126-4061 PH<>tE: 519 ~47-1100 FAX: B1Q 547-111)4 E-MA.JL:kan~.m.n ~/Plamera/8neyoni .... mRIIY 1IIU .,..sum "'-911 Dllll(> Cl """ (119) .,..._ [NOIN!:!R CF WORI(: a.: ,. :!!lif'M!I Ii.~~. 9311 ~6'5. !=!1=lioj ~ffl DAltl 08/o7/98 ...,. ""' ua:zf.,,.-, < ~ .... -~-2s115 District Engineer. LLIAM E. PLUMMER RCE REGISTRATION EXPIRES 3-31-98. le .lei -P? Date ABUTMENT OF E. BR. f----+-----------------1----+-----IELEVA TlON: ...... 50.558 M.S.I. 1--+---------------+----+------1LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD ~ (_ ~TY ...__, 28176 District Englneer:LLIAM E. PLUMMER RCE REGISTR,-,TION EXPIRES 3-31-02. Drwn.: KS CMWD: 97-402 STATE PARK 40' E. OF CL OF N. BOUND r=::----:---,-------r.=-::-,---------- CARLSBAD BLVD ON PONTO BR. No. A7882 Checked; DWG. No • .357-62 i i i ' ! ' j ' ' Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E 2' ACRYLIC WRAPAROUND~ FLUORESCENT FIXTURE ~ MALLORY SONELERT -------------~ ~--~ NAMEPLATE (SEE NOTE 7) 120VAC, 1900 Hz LE GENO PLATE: "COMMON ALARM" SOLID STATE ------, PUSHBUTTON MODULE, TEST-ACKNOWLEDGE SILENCE -RESET FLOW CHART RECORDER MOUNTED 6' AFF TO TOP OF RECORDER ANNUNCIATOR MOUNTED 6' AFF TO TOP OF ANNUNCIATOR 7 13 19 25 31 14 21 3 24 ill] lliJ rru lli] [b] lli] [bJ [@[I;] I _________ J lol (2) LOCKABLE DOOR HANDLES-----+--!~------------' 2-GANG BOX WITH SPECIFICATION GRADE RECEPTACLE AND SINGLE POLE 120V, 20 AMP FLUSH TOGGLE. (PB1 CIRCUIT #2) PROVIDE BRUSHED STAINLESS STEEL COVER TELEPHONE BACKBOARD TELEMETRY AND UPS POWER SUPPLY LOCATED WITHIN 36" 36" 72" MAIN CONTROL PANEL MCP NOT TO SCALE E-6 NOTES: 1. ALL DOOR OPENINGS SHALL BE PUNCHED PRIOR TO FINISH PAINT ON CABINET EXTERIOR. 2. ALL INTERNAL EQUIPMENT SHALL BE PRECISELY LAIO OUT AND LOCATED BASED ON FUNCTION SERVED. 3. RACK SHALL BE SOLIDLY CONSTRUCTED AND MIG WELDED. 4. DOOR LAYOUT SHOWN IS FOR CONTRACTOR GUIDANCE AND IDENTIFICATION PURPOSES, CONTRACTOR SHALL LOCATE DOOR MOUNTED DEVICES TO BEST SUIT WIRING AND CLEARANCE REQUIREMENTS. ALL COMPONENTS THROUGHOUT INTERIOR SHALL BE LOCATED WHERE READILY ACCESSIBLE FOR MAINTENANCE PURPOSES. • 0 "' PLANS BY DATE DESIGNED CHECKED DELINEATED ANNUNCIATOR WINDOW SCHEDULE 1. PUMP No.1 CHECK VALVE MALFUNCTION 18. LOSS OF CONTROL POWER 2. PUMP No.1 TEMPERATURE SHUT-DOWN 19. GENERATOR BATTERY LOW VOLTAGE (AUTO RESET) 3. PUMP No.1 SEAL FAILURE 20. GENERATOR RUN (AUTO RESET) 4. PUMP No.1 PHASE FAIL (AUTO RESET) 21. GENERATOR FAILURE (AUTO RESET) 5. DRYWELL FLOODED (AUTO RESET) 22. GENERATOR LOW FUEL LEVEL (AUTO RESET) 6. WETWELL FLOAT PUMP CALL (AUTO RESET) 23. GENERATOR CIRCUIT BREAKER TRIP 7. PUMP No.2 CHECK VALVE MALFUNCTION 24. INTRUSION (AUTO RESET) 8. PUMP No.2 TEMPERATURE SHUT-DOWN 25. INTRUSION BY-PASSED 9. PUMP No.2 SEAL FAILURE 26. EMERGENCY POWER ON (AUTO RESET) 10. PUMP No.2 PHASE FAIL (AUTO RESET) 27 NORMAL POWER ON (AUTO RESET) 11. LOW INSTRUMENT AIR (AUTO RESET) 28. SPARE 12. BUBBLER COMPRESSOR FAILURE (AUTO RESET) 29. SPARE 13. WET WELL FLOAT HIGH-HIGH LEVEL (AUTO RESET) 30. SPARE 14. WET WELL BUBBLER HIGH LEVEL (AUTO RESET) 31. SPARE 15. WET WELL BUBBLER LOW LEVEL (AUTO RESET) 32. SPARE 16. WET WELL FLOAT LOW-LOW LEVEL 33. SPARE 17. SPARE 34, SPARE LEGEND PLATE /PILOT DEVICE SCHEDULE 1. WET WELL LEVEL (DIGITAL INDICATOR) 2. PUMP No,1 HAND OFF AUTO (3 POSITION SELECTOR SWITCH) 3. PUMP No.1 CALL (INDICATING LIGHT-WHITE) 4. PUMP No.1 RUN (INDICATING LIGHT-GREEN) 5. PUMP No.1 OFF (INDICATING LIGHT-RED) 6. PUMP No.2 HAND OFF AUTO (3 POSITION SELECTOR SWITCH) 7. PUMP No.2 CALL (INDICATING LIGHT-WHITE) 8. PUMP No.2 RUN (INDICATING LIGHT-GREEN) 9. PUMP No.2 OFF (INDICATING LIGHT-RED) 10. EMERGENCY POWER PUMP SELECT. PUMP No.1 -PUMP No.2 (2 POSITION SELECTOR SWITCH) 11. SYSTEM RESET (PUSHBUTTON, BLACK) E-6 5. CONTRACTOR SHALL FURNISH AND INSTALL (1) 20 AMP, 120V. SPECIFICATION GRADE RECEPTACLE ENCLOSED IN A 2-GANG BELLBOX ALSO CONTAINING A 20 AMP, SINGLE POLE SPECIFICATION GRADE FLUSH TOGGLE SWITCH. 2-GANG COVER SHALL BE BRUSHED STAINLESS STEEL. BOX SHALL BE MOUNTED IN PLAIN VIEW WITHIN CABINET CARLSBAD MUNICIPAL WATER DISTRICT Sheet 6. REFER TO DIVISION 17 SPECIFICATIONS AND CONTROL DIAGRAMS FOR ADDITIONAL REQUIREMENTS. 20 7. CONTRACTOR SHALL FURNISH 2"x4" MIN. WHITE ON BLACK BACKBOARD ENGRAVED NAMEPLATE SOLIDLY MOUNTED ENGINEERING DEPARTMENT KNOTS LANE SEWER PUMP STATION 28 Sheets 8. FOR MOUNTING DETAIL SEE Q ~ ..----A-PP_R_o_vE_D __________ __,r---D-1s_T_R_1c_T_A_P-PR_o_v_ED_C_HA_N_G_E_s-----.------B-EN_C_H_M-AR_K _____ ----l MAIN CONTROL PANEL (MCP) DETAIL KNfW) CONSUL TING EL£CTRIOAL ENGINEERS g750 MIRAMAR ROAD, SUITE 180 S.IN DIEOO, CA 92126-~1 PHONE: 119 ~7-1100 INC. FAX:. 1,119 ~7 11~ E-MAIL:kanradtb,1.ocm RECORD DRAWINGS i--,,,+-::r::-:-:=--,,=-;=,;:p.:.:=c.:....-----+Ac.:.c.ce,..,ro::.:.v:,,:.:ed::-+,;;,D~at'c"e'=i•AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DAT A l-,L,L"l-,0,""""'"'-"'---'"""""""'""'---------.i-----'-'"''--"1""0'---""""9' DESIGNATION: .. 0. C. 014 7 1--.i---------------+---.i-----11DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. t--+-----------------1------1-----ilELEVATION: ...... 50.558 M.S.I. t--"l'---------------1----+------1,LOCATION: ........ APPROX. 300' S. OF' S. ENTRY TO CARLSBAD STATE PARK 40' E. OF' CL OF N. BOUND CARLSBAD BLVD ON PONTO BR. No. A7882 District Engineer: Drwn.: KS Checked: REGISTRATION EXPIRES 3--31-02. CMWD: 97-402 DWG. No. 357-63 B·zo. 98 Date I I Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E " J. ! EMERGENCY POWER PUMP RUN SELECT SEE NOTE 6 BUBBLER CONTROLLER (TYP) SW-1 'HANO' WET WELL LOW LOW PUMP SHUTDOWN OVERRIDE SEE NOTE 5 4 5 6 7 8 9 !CONTROL SYSTEM! OFF ,.ON ( ------120VAC UPS CIRCUIT #2 ----------t ® :-11-1s--: +-------ill-i'---11 11--+' ____ P,_U"'M"'P'----'"N""'o"'".1'----\EP, 1----------, 32 i 11 i ,______ PUMP No.2 --'"''-""'-~--EF21----------118 IN AUTOMATIC TRANSFER SWITCH, CONTACT CLOSES WHEN IN EMERGENCY POWER POWER UP RESET TIMER ,_-" SEC. FIXED, ON DELAY +---------------------{PRT 5 PRT ESET RELAY 22,26,27, .,_ ______ o:-.:,.:.;.,, __________ -(RR 1-----------, ;_ 36,40.41 /SYSTEM RESET! INTRINSICALLY SAFE RELAY. DIVERSIFIED ELECTRONICS [---------! OR EQUAL -------------...;...-' LRHH : ~-------.;.'-1 WET WELL '1 '1 :csRRoT'1 HIGH HIGH LEVEL '---,-..,_.--,.----;,'-o-t--'--RHHJ----------1 IN WET WELL 1 () i '--------J CONTACT CLOSESL _____ J ON RISING LEVEL INTRINSICALLY SAFE RELAY. DIVERSIFIED ELECTRONICS r---------! OR EQUAL +--------------+--: LRLL : I I WET WELL 11,55 :csccor: I ! LOW LOW LEVEL 11, 18,20,32, 10 '---t---,_.>-r---+,_-_______ ... +,, ---!FILLJ-----------,. 34,55 IN WET WELL I () i CONTACT CLOSESL _____ J ON RISING LEVEL R1LL RHH 11 ,1-1 ----1--1: 12 -·--~c HHC:1-----------1 47, 12 LOAT OVERRIDE 13 14 15 16 17 / 18 19 20 21 N-c~,--1 I II I - ,-_,__. ___________ __,,___---ICR71-----------1 P1 CALL 20 I I ------- i-~----, , CR2 , ..___ _ _...., W>------------1 - -I I I I ... I " 1-l-...._. __________ --t~---\CFl8l>----------1 P2 CALL 34 I I ---~---- P-1 OFF l7°,.QVERRIDE I/ !PUMP CR~1HC 11 .-JRLL CR7 I I: No.1 I '----.---1w1------------1 - r--~-~----------~~I EP2'1 PFR-P1 LOS 1 '" IY I I ,-, I SFR1 TR1 : r-/ --.~ 1CR 1------1 .j,NOTO L~f~ r-----T---C IN MCC PUMP No.1 MOTOR P1 CONTROL 21,27,34,56 I 1 TSH J 0,Lv i RR HIGH TEMPERATURE 22 A-..;........,=-_,_--44-.;... __ __,.,_._-lll1--------;1HTl----------1 19.23,53 L __ 2 __ 1 __ ~~-J ,~:T 23 \_ ~ .... ,,__I~ IN PUMP No.1 MOTOR CONTACT OPENS ON RISING TEMPERATURE ----------------1 24t--------:·-...,... . ..,.,_.._,-------t'-----------------1 : WARRICK INDUCTION RELAY . • • I.___..., l r------1.i.._ J 1 ,' , _ ,------------, MOISTURE i .._, __ o------,.;----,6 ) PROBE AT ~------1!-1-1------!'--, i MOTOR P1 i J1 ~ i VIA MCP I -I I 1------------- SW-2 'HAND' WET WELL LOW LOW PUMP SHUTDOWN OVERRIDE SEE NOTE 5 SfR1 ,'y ,I ---1"1------------+----------------1SF1l111----P1 SEAL FAILURE 25 1 I 111 I 2s---1;~ J 19,25,50 _______ ...., _______ I CONTINUED AT UPPER RIGHT-----------, r )/ 2 nKANW> ~ INC. I l)v C<lNWLnNO ELECTRICAL ENGINEERS """ .. ~AMM ROAD, sum; ,.o S~ DIEGO, CA 02126--1 PHONE:-ie:10i1G47-11 DO F~X: •• lt:119~547-1104 E' MAIL:k<lnrod._.oorn PLANS BY DATE DESIGNED CHECKED CONTINUED FROM LOWER LEF:..-----------i DELINEATED 27.,__ 1 ~•C~R-----------<>-----a~,1------------1TR11-----f~~ECK VALVE 11 I II MALFUNCTION /.is..._ As. WET WELL 0----, '<Y "'\1/ HIGH LEVEL 1 CR3, /.~-As.WET WELL 0 ----1 '< "'\1/ LOW LEVEL :cr,4 i ('!~--<$ POWER FAIL ',, ,------, LIMIT SWITCH 19,28,51 ) ZS-Pl i CLOSED WHEN P1 28+--+-,---v----•-, __,CHECK VALVE .___T;.:.~.:..:1._..!----' L _____ J IS OPEN NOTO ,------1 PUMP No, 1 RUN : 11~ : 29 -1 1--....... ----------------01----------- L_~~--J,-.,.:__ IN PUMP No.1 STARTER 30 31 ~ 32 33 34 35 P::::>:2 ..QVERRIDE !PUMP No.2! TOR I I 11 RLL CRB HI I: - '----i HR 1----------t 33 r-----------------1 EP1 1 1 PFR-P2 LOS 1 I " I I V I I /1 I ~-~,1J_ _____________ I FROM PUMP No.2 STARTER 2~T 1 TR I ..( P2 CONTROL SFR2 TR2 l'f-----2Cl'lt---20,35,41,56 ~OTO r IN MCC _ _,2:c~ PUMP No,2 MOTOR r-----"T-----7 1 2TSH I OL 1 ,3S _I I 1v1_ I 2 j /I I I fF HIGH TEMPERATURE 1-------;2HT">----------. 33,37,53 " 37 I r. I I L _____ J. _____ ..J \_ IN PUMP No.2 MOTOR CONTACT OPENS ON RISING TEMPERATURE ---------~------, I i 38,t------,:---...,·._._A.J"----t.------------------i WARRICK INDUCTION RELAY SFR2 I T T l i I r--~--A \1: ----y -------------, MOISTURE '--+-II-----+'---~ I ; I I 6 , PROBE AT 1 : = 1 _i_ I MOTOR P2 i i i -= ) VIA MCP I I 1 ___ ..,_ _______ I I I 49 ~-+-' ~111--il-~ i-~~-J BUBBLER CONTROLLER SFR1 P1 <~-7 SEAL 50 ~---::i't-v _ ___, ,,, TR1 J FAILURE I I 1.As.P1 J'-1/ FAIL I I I I P1 1--i----' I 11 t BU '----• BBLER SFR2 ,v .,, I TR2 CONTROLLER P2 -7 SEAL i FAILURE I I '.As. P2 i"'\1/ FAIL I I I I 1 P2 51 <~-1 CHECK VALVE i MALFUNCTION i (REVERSE LOGIC)'----...~---' 1 "'NOTO <v--i CHECK VALVE I MALFUNCTION i (REVERSE LOGIC) I 52 I I I I I ' I 1 P1 <'(v--1 PHASE _ P~~-P1 _ / FAIL -II : I I I I I I I j I P2 <A).-, PHASE PFR-P2 ) FAIL C.....,----(1 I -I II : I ~----AUTODIALER ~----AUTODIALER I I I I I I I /. I P1 ~-J MOTOR 1HT 53 .__ __ 1,,_v_~ ,'I I HIGH TEMP A"I I I I I I :-,. 1 P2 (l\r-J MOTOR HIGH TEMP P2 < i) iN2 H?,A AUTO '-----111 AUTO ' ' ' '------AUTODIALER FLOAT OVERRIDE SYSTEM CALLED .1.., ' r-.... 1--,.--+--~11-+-i---t- 1 -------------~"-..Jt~--t P2 SEAL FAILURE I 33,39,50 II 39 11 WET WELL <~--<$LOW LOW WET WELL <~--<$HIGH HIGH ',, LEVEL R~IH ',, '-----II II--- ',, LEVEL ~~C ', '-----Ill --~------------I ,~ 40 '-----AUTODIALER ' '-----AUTODIALER P1 P2 21CvR 41 11 I RI~ P2 .,.__.,,_ __ .....,. _______ -l 1------------llll21-----f CHECK VALVE 11 MALFUNCTION 1CR START COMAND START COMAND 2CR ,~-----1 I I - ! ZS I 42 -1 ~ I-L _____ _! ,--~~~-1 : f~ ! - LIMIT SWITCH CLOSED WHEN P2 CHECK VALVE IS OPEN 33,42,51 TR2_ "'NOTO PUMP No.2 RUN G 43.,_. _ __,l--lll I - !_ _____ J __ IN PUMP No.2 --STARTER 44 2TR 19 INTRINSICALLY SAFE RELAY. DIVERSIFIED ELECTRONICS ~---------! OR EQUAL 450------------~ ....... l 46 I HHC 47 ------111 48 I I 1 DRY WELL :csR01-: \ ! FLOODED I 6 ' . --+, ---{ RH 1----------1 5B : IIN PUMP-ROOM ____ , "------coNTACT CLOSES ON RISING LEVEL TD4 ,v ,,,, Wc1---------,19 )~ '---...,,,,,111--1 m.i.1---------, 47,33 TIME DELAY OPEN ON ENERGIZATION CONTINUED AT UPPER RIGHT -----------i APPROVED RECORD DRAWINGS ll·)o•99 District Engineer: LLIAM E. PLUMMER RCE REGISTRATION EXPIRES 3-31-98. Dote 56 L __ _,,,, ---,,,--x., '----i:f--0 P1 <t> P2 < > HOA HOA 57 11 II HA~'o II HAND < P1 < t>P2 >RUN RUN 1M f~ 58 11 -II -II - GENERATOR ALARM$ ~--<$GENERATOR ~--¢GENERATOR < < G1 , RUN ?t FAIL ' 59 11 \ -' --II -' II ' '------AUTODIALER -~GENERATOR GENERATOR -~ LOW BATTERY G4 LOW FUEL 9? VOLTAGE 60 II II --11 - NOTES: 1. ALL EQUIPMENT IS LOCATED IN CONTROL PANEL UNLESS OTHERWISE NOTED. 2. 0---<f> ALARM POINT AT WHICH AUXILIARY CONTACT ON ANNUNCIATOR PANEL RELAY SHALL BE WIRED THROUGH THE TELEMETRY. AUXILIARY CONTACT SHALL FOLLOW FIELD CONTACT. i -q)DRY WELL , FLOODED ~lj. ' ' ' 111 ' ' '------AUTODIALER GENERATOR < 1)---(t} CIRCUIT BREAKER qr TRIP/OPEN II ; E-7 3. SEE DRAWING E-9 FOR LEVEL CONTROLLER WIRING DIAGRAM. CARLSBAD MUNICIPAL WATER DISTRICT 4. CONTROL SEQUENCE SHOWS LOGIC ONLY. PROVIDE SLAVE RELAYS AS REQUIRED. 5. LOCATE MAINTENANCE SWITCHES INSIDE MAIN CONTROL PANEL (2 SWITCHES TOTAL). DO NOT DOOR MOUNT. Sheet 21 ENGINEERING DEPARTMENT 28 Sheets 6. LOCATE EMERGENCY POWER PUMP RUN SELECT SWITCH INSIDE MAIN CONTROL PANEL. KNOTS LANE DO NOT DOOR MOUNT. SEWER PUMP STATION DISTRICT APPROVED CHANGES BENCHMARK CONTROL DIAGRAM -No.1 hrt-==::--c=.,,,.,,.;,D,.::e'.."s,c:cr__,lp,..,t""io::.:n _____ -t-'A.:.t1n:r.:..:nro::.:vc.:::e.:::.d+,,<"Dc;';atc"e"""1AGENCY: ....... , .. NORTH COUNTY VERTICAL CONlROL DA TA 1-cl'•'->+=~"'~~ ... rJ"-<-li'D_~vl(fl,__,,l(!"""~,t1~0---------+-----+'.l~-~•0~·"""9""'"9 DESIGNATION: .. 0.C. 0147 ✓ /.7/ l--+--------------+-----1---,DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. .Lf/L_a(,, i -", ~-• • • 281 76 ABU™ENT Of ,. BR District Engineer: WILLIAM E. PLUMMER RCE c.. • REGISTRATION EXPIRES 3-31-02. 1--+--------------+-----l---,ELEVATION: ...... 50.558 M.S.I. o CMWD: 97-402 1--+--------------+----t-----tLOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD rwn.: KS ltZO· f'B Dote STATE PARK 40' E. OF CL OF N. BOUND ~--,---,------+=,--:-:,------------1 CARLSBAD BLVD ON PONTO BR. No. A7882 Checked: DWG, No. 357-64 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E SO/M 35 FRN r--1 PFR1 I (PFR2) l 1M(2M) OL'S --•,, ----------------<" I -l---➔:--+------------j::1-------~-~~•-r----17,;!.\ : ~~ I 1-----+:--+-----+------j"I------~-~._/ -II - -- - 208V _] • l. .L • l' T T T 120V .._ ____________ __,11,__ _____ _...,._ __ ~RlMl------ 11 1M(2M) PUMP RUN '-------1 G l----- PFR1 (PFR2) --------1" II FR-P'>--------4 AT MOTOR r--------- LOS I TO MCP E-7 LINE 18 (32) RLL : I (PFR-P2) r---------1 1 (2CR) ~------+---MCP CALL PFR-Pl i lC.R i 01~, E-7 (PFR-P2) _.},UTO I I'_ 1 ,. .,,r",....."--'-''-----1-:-■H 1t-a----11----<....--i 1M Al Jr . • OFF , , <2M) HAND , _________ , AUTO STOP I START I 1 M (2M) '---lllf----.J I I P1 (P2) 30.9FLA 1• HAND1 I ) 1<_) TO MCP E-7 1. PUMP CONTROLS, CONTROL TRANSFORMER & PHASE FAILURE RELAY LOCATED IN MCC. AT MOTOR 1~-~----1 : (2TSH) i I 1TSH I I --I l'?I, ,---;-......... ,, .. ,+Ii·---,._, I J I : J : ._ ______ J - - LINE 54 (54) 57 (57) ■ TO MCP E-7 LINE 22 (36) ■ ■ -To MCP PFR-P1 l (PFR-P2)T~--■I- 1-----~, E-7 LINE 24 (38) MOISTURE _i_ ! - PROBE AT! -= I MOTOR :_ _____ ~ __ ] AT MOTOR 1-------1 CHECK VALVE:(zS-P2)i LIMIT SWITCH I ZS-P1 i ~ I i ~I I I ' I .... ---~---- ■ -- TO MCP E-7 LINE 28 (42) ■ PFR-P1 l (PFR-P2)T~---■I- 1M l ■ (2M) T..._ ____ .. 1M l ■ (2M) T~--■1- PUMP CONTROL CIRCUIT P1 (P2) 0 TO MCP E-7 LINE 22 (36) 0 0 TO MCP E-7 LINE 18 (32) 0 0 TO MCP E-7 LINE 52 (52) 0 0 TO MCP E-7 LINE 29 ( 43) 0 0 TO MCP E-7 LINE 58 (58) 0 ........, IIKANW> •• NC, I / ,;?,-~ -b... NOL TE and ASSOCIATES ...... 120V,11,PB1-6 ----------t -------------<CPR CONTROL POWER RELAY No. 1 ---+'- No.2--+- I No.3---+,- I I ' No.4---+,- : I ' -----'\_ 120V,10 120 VOLT SINGLE PHASE UNINTERUPABLE POWER SUPPLY OUTPUT RECEPTACLES (SEE NOTE 3) 1~--LOCATED IN MAIN CONTROL PANEL LOSS OF NORMAL --<t> CONTROL POWER 1. CORD CAPS USED FOR CONNECTION TO UPS RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY BRYANT OR HUBBELL. CORDS SHALL BE 16/3 TYPE SEO-CSA TYPE STE AS MANUFACTURED BY ELECTRICAL CONDUCTORS OR APPROVED EQUAL AND SHALL BE NEATLY TRAINED AND HARNESSED. CORDS SHALL ENTER WIREWAY IN A NEAT AND WORKMANLIKE MANNER AND SHALL BE PERMANENTLY LABELED TO IDENTIFY ORIGIN. WIRE TIES SHALL BE AS MANUFACTURED BY THOMAS AND BETTS OR APPROVED EQUAL. 2. EQUIPMENT SHALL BE SOLIDLY MOUNTED IN PLAIN VIEW WITH TERMINALS AND RECEPTACLES READILY ACCESSIBLE FOR MAINTENANCE AND METERING PURPOSES. INTRUSION ~ '----------1 P1 PHASE ...LT FAIL (PFR) ~-------; P2 PHASE ::;: FAIL ''----------1 (PFR) DRY WELL -¥ FLOOD 'T,__ _____ --1 WET WELL ...LT LOW LOW '----------1 LEVEL WET WELL _j_T HIGH HIGH '----------1 LEVEL GENERATOR* RUN '----------1 PUMP No.1 --¥ FAIL 'T,__ _____ --t PUMP No.2 --¥ FAIL 'T.__ _____ -1 EMERGENCY...LT POWER '---------< NORMAL POWER ...L T,__ _____ __. ~ ::, CL z PLANS BY DESIGl,IEO CHECKED DELINEATED r120VAC UPS AUTODIALER f------►TELCO LINE 3. No.1 -BUBBLER AUTODIALER BLOCK DIAGRAM No.2 -CONTROL LOGIC NOTE: ALL ALARM INPUTS ARE FROM ANNUNCIATOR OUTPUTS No.3 -TELEMETRY /AUTODIALER No.4 -ANNUNCIATOR/FLOWMETER AND FLOW CHART RECORDER UPS DIAGRAM MCP 24 voe ---------------1 K OS OVERRIDE ------------1BP t-------t GENERATOR '--------1"1-------------------------14TDRI---' ROOM 4TDR ANOTC "\__ ARMED L KEY OPERA~ED DOOR SWITCH (DS) SWITCH CONTACTS CLOSE WHEN DOOR OPENS <~--¢, INTRUSION ',, '-----~ '-------AUTODIALER INTRUSION CIRCUIT APPROVED RECORD DRAWINGS BP .----1"t-----, II < i)---"¢, INTRUSION BY-PASSED DISTRICT APPROVED CHANGES BENCHMARK 1-,,c-1-,,..,,,=.,....==.,:;Dc"eo:;sc~r.!tlo~t:.:::io:!.!n _____ --+..!A:!t,n!l;!!.;nro~v:.::e~d+:!=D~o~teyAGENCY: .......... NORTH COUNTY VERTICAL CONTROL DA TA ~1~'".ll--!..f:ll~:!a,;;~,OR.~7:>e:..!<'= ,_'li,!l::"'~v:~1,:'------------l-----+"'-'--Zl'f!..:-z.9'1'-IDESIGNA TION: .. O.C. 0147 f---+--------------+-----+------iDESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. E-8 CARLSBAD MUNICIPAL WATER DISTRI t;T Sheet 22 ENGINEERING DEPARTMENT 28 Stleets KNOTS LANE SEWER PUMP STATION CONTROL DIAGRAM -No.2 ~◊-, r, ~--,,.,.. 28176 District Engineer: WILLIAM E. PLUMMER RCE REGISTRATION EXPIRES J-31-02. a-".,_ ,o. Dote i CONSULTING ELEClRICAL ENGINEERS 1(7'flli .,._"fi, < -" ....... Bv!lll'I / fllllB'I / Qneycn 4' ""'w • .... .....,. ........... ""',.. _ 04 .... (illt) -"'" .. =,.,-----< 0700 Ml.AM_... IIOAD, SUIU: 100 ... "1, t("OtR\<i',: ~--· --Cl'_, _08..(07,/:98 ~,;,, -( ~ •r 28176 ll•1Q ·91 1--+---------------1-----1-----iELEVA TION: ...... 50.558 M.S.I. f---+--------------+-----+----iLOCATION: ........ APPROX. 300' S. OF S, ENTRY TO CARLSBAD Drwn.: KS ct.two: 97-402 SAN DIEGO, CA '12128-"'1$.:11 \...,1-,+~ vvv ,,..,. PHONE:.: (819)547-1100 -......_-0,-~l.,\'idf LJf:l,AXl!S;_· _.(! l•e!Jl19~\:1)4~7~1!J.!10<,L ___ _!•-:!""'~"~kon~ .. !!:!•!:oo~l.:!!!"""'~--.L_....::::. ':==2::_.J &i. ... Mi-Ulwl 1'.C.!. iiJii (c.. 3--3'1'-00) Di\ll District Engineer: WILLIAr PLUM°MER RCE REGlSlRATION EXPIRES J-31-96. Date STATE PARK 40' E. OF CL OF N. BOUND t-----------1--------------1 CARLSBAD BLVD ON PONTO BR. No, A7882 Checked: DWG. No. 357-65 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E L L PNEUMATIC INPUT FROM BUBBLER D E 120V. UPS CIRCUIT CMC MICROMAC 2300 LEVEL CONTROLLER ALTERNATOR L CONTROL RELAYS 1-----------... IDEC (IRR2PULAC120V 1-2 ---••>-----,3 CR2 2-1 LEAD/LAG PUMP SELECT SWITCH COMPR S2 PURGE SOLENOID VALVE BLOCK SOLENOID VALVE L LR1 LAMP TEST N +---l,f------------------1-c-o----1 R 1------e LAG COMPRESSOR REQUIRED TIME MARK #261 D TWO CIRCUIT ALiERNATOR 4 8 6 PS1 2 CLOSES AT 30 PSI OPENS AT 45 PSI --------------SECURE TO WALL USING _..---4-3/8"1!) EXPANSION ANCH RS O 0 LEVEL---t--✓ INDICATOR ~I □□□ LEAD/LAG PUMP 1_2 SELECT 2_1 --------t-VENDOR NAMEPLATE ...----------i---CONTROLLER ,,--t-SINGLE POINT HANDLE 1" PVC SCHEDULE 80 -~ CONDUIT TO BUBBLER$ PROVIDE SEAL. SUPPORT VIA FRP GLASSTRUT OR EQUAL 1/2" 316 STAINLESS STEEL TUBING REDUCE~x6" ______ -"4~--1--~ PLANS DESIGNED CHECKED DELll>JEATED BY -~-BLIND FLANGE FOR CLEANING ---EXTEND 2" ABOVE TOP OF WET WELL FOR ACCESS TO TUBING DATE -------DRILL (2) 1/4" BREATHER HOL~S --........_____ IN STILLING WELL iD,_ , 6"x6"x6" SCH~D 80 PVC FLANGED TEE, I /2." STAINLES~ STEEL TEE MALE CA ER BRANC , FLARED FITTING WITH FEMALE UT .,..---1/2" 316 STAINLESS STEEL HIGH PS2 0 LOW L~G '-------+--SELECTOR SWITCH & E l-------{CR31------➔ INSTRUMENT COMPRESSOI' AIR REQUIRED RESET PURCE LOW 1-------ICR4J------➔ RESET CLOSES AT 20 PSI LR1 ® ® ANALOG ( +) F ____L_ OPENS AT 45 PSI LATCH RELAY t-------+---------------j----( Li--,,----➔ IDEC /IRR2KPAC120V INPUT (-) F 6-----....-+---,,..--------------t--!UL 1----,.--------. PS3 ANALOG OUTPUT 4-20 MA TO ,,--.,-_,-._TELEMETRY L---~---r ..... ----------------{CR5l-----~ 1~ 1Jl].JcoMPRESSOR #1 /I-r-, (BUBBLER LEVEL) N CR1 ~ CR4 ~ PUMP No,1 CONTROL E-7 LINE 13 LOW LEVEL ALARM E-7 LINE 49 CR2 CLOSES AT 5 PSI OPENS AT 20 PSI ~ PUMP No.2 CONTROL E-7 LINE 15 CR5 LOW ---1> INSTRUMENT AIR LEVEL CONTROLLER WIRING DIAGRAM AIR FLOW-~ REGULATOR PRESS/REDUCING VALVE/FILTER --Ml CROM AC .____,,---,LEVEL CONTROLLER ( :( 2 GALL ON S ): )---+ --{X'.J--f' ~ _rl-__ _._ _ ___,, __ .......,-,1---,---1 ,,r.L .,I/ I BLEEDER LEVEL GAUGE '"',J -♦-<,::,-I +BLEEDER : 1~ I 1J I J;.. ~COMPRESSOR #2 I / 1-t:::'::::::!..: --r-' : I 1(2 GALLONS)I \__-+ --{X'.J--f'-J-.J \ I I I 'Jr.L ,~I/ "TJ -.-<,::,- +BLEEDER NOTE: LOCATE ALL BLEEDERS WHERE VISABLE AND READILY ACCESSABLE 316 STAINLESS STEEL TUBING WITH 316 STAINLESS STEEL FITTINGS (TYP.) 0-30PSI 2 3 (0-44 INCHES) L....-+-----➔f---<:S2 SOLENOID VALVE 1 V "'--BUBBLER TUBE DRILL HOLES IN STILLING WELL ABOVE WATER LINE WET WELL BUBBLER SYSTEM PIPING DIAGRAM CR3 ~ LR1 HIGH LEVEL ALARM E-7 LINE 49 COMPRESSOR r-vv FAILURE ~-PUSHBUTTON PUSHBUTTON '--__ ___,,___ INDICATING LIGHT (PUSH TO TEST TYPE) BUBBLER CONTROL PANEL FRONT VIEW 1 NOT TO SCALE E-3 E-9 1" EXPLOSION PROOF ------------- "LB" Fl TTI NG ----..._r1::::l::::a--~EL,'.!4~8 .~5':'_0 FRP CONDUIT SUPPORT ~ & CLAMP. GLASSTRUT OR EQUAL (TYP.) PVC JACKETED RGS. --------- ROBROY OR EQUAL 1" MIN. EYS SEAL _______ _,.- FILL WITH LIQUID CHICO INSULATING BUSHING~ THERMOSETTING PHENOLIC. GEDNEY TYPE A 1" SCHEDULE 80 PVC ANCHOR VIA FRP SUPPORTS GLASSTRUT OR EQUAL SECURE FLOAT SWITCH CABLES --- TO PVC CONDUIT VIA TIE RAPS. THOMAS AND BETTS LSHH01 OR EQUAL. START AT 1' ABOVE FLOATSWITCH FLYTE ENH-10 ----~ FLOAT SWITCH AND FACTORY CABLE (TYP. OF 2) NOTES: LSLLD1 1. ALL HARDWARE SHALL BE 316 STAINLESS STEEL EL24.90 EL22.10 EL18.50 2. PROVIDE CLASS 1, DIVISION 1 SEAL ON 1" PVC JACKETED RGS EXISTING WET WELL 1/4" CLEAR NOTE· I> ' ,. • 1" SCHEDULE 80 PVC PIPE I DRILL 1/4" HOLES AT 12" O.C. STEEL BRACKETS, MOUNT I r SPLIT RING STAINLESS Q WITH 3/8" 316 STAINLESS STEEL 1====¢1t::i ANCHORS. SPACE AT 2' O.C. 1 ~ WET WELL FLOOR I> • ... NOTES: I 1. PROVIDE CLASS 1, DIVISION 1 SEAL ON 1" PVC SCHEDULE 80 PIPE EXITING WET !WELL. 2. ALL WET WELL PENETRATIONS SHALL BE SEALED WITH NON-SHRINK GROUT. 3. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. 4. INSTALL BUBBLERLINE CENTERED BETWEEN SUCTION BELLS AS SHOWN ON E-4. 4. 5. WET WELL PENETRATION OF BUBBLER TO BE AT EL 48.50. TYPICAL BUBBLER TUBE DETAIL 2 NOT TO SCALE [-4 E-9 ,,---DRY WELL FLOOD SWITCH MOUNT 316 STAINLESS STEEL BRACKET 1'-6" ABOVE FINISH FLOOR DRILL BRAKET IN FIELD TO SUIT 9" LONG 1/4" PLATE 316 STAINLESS STEEL BRACKET 1 / 4" PLATE GUSSETS ONE EACH END (TYP.) ,-,.--1--L...,.------1/4"¢x2" 316 STAINLESS I 4" A.F.F. STEEL EXPANSION ANCHORS (2 REQUIRED) FINISH FLOOR EL 18.50 120VAC UPS FLOW METER ANALOG OUTPUT FLOW METER WIRING DIAGRAM 4-20 MA SIGNAL TO TELEMETRY (FLOW RATE) -9 1. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. CARLSBAD MUNICIPAL WATER DISTR CT KANIA[) CONSUL TING EL.£CTRICAL ENGINEERS ,,m,o MIRANAR ROAD, SUITE 180 SAN DIEGO, CA 9212&-<1561 PHONE:: 619 ~47-1100 NC. FA)(:; 619 47-1104-E-MAIL:kanrodo..d.aem DUQN!Il: Mi.._ =-~,~~TB DIIA._.: .... Dllllf llLLl IIUUll'I II&, ... IIIIIO, .._ ...., (Ill) -l)A11, lNGINEER Of WOfll:: 08/07/98 "" ... cw: l'li. E'PON!N ii:e.~ ~1 ~-J:!i-?i;'J DA.ti 3. ALL WET WELL PENETRATIONS SHALL BE SEALED WITH NON-SHRINK GROUT, FLOAT SWITCH DETAIL NOT TO SCALE APPROVED RECORD DRAWINGS District Engineer; 1, ?..4<1ft:ona 28176 WfLLIAM E. PLUMMER RCE REGISTRATION EXPIRES 3-31-98. II-10~99: Dote 4 E-4 E-9 DISTRICT APPROVED CHANGES FLOOD ALARM SWITCH 3 NOT TO SCALE E-4 E-9 BENCHMARK Sheet 23 ENGINEERING DEPARTMENT 1 28 Sheets KNOTS LANE SEWER PUMP STATION CONTRa.. DIAGRAM -No.3 ~$~ (, ~ .• ;,,,. 28176 Dlstu:t Engineer. WILLIAM E. PLUMMER RCE REGISTRATION EXPIRES 3-~1-02. Drwn.: KS CIAWD: 97-402 s-bci-w Date Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E PLANS BY DATE DESIGNED CHECKED DELINEATED MOUNTING RECESSED PANEL PSI LOCATION MCC ITEM CONDUIT CABLE FROM TO VOLTAGE REMARKS VOLTAGE 120L:208 PHASE 3 WIRE 4 10,000 AIC SYM 100A BUS 50AL'.3P MAIN No. No. SIZE QTY SIZE GND WATTAGE L R M p B C C B p M R L WATTAGE 1 1 3" SDG&E TRANSF. "SE" SWITCHBOARD 120/208 F AGILITY POWER LOCATION T E I D K I p I K 0 I E T LOCATION 1/2" "SE" SWITCHBOARD 120/208 ¢A ¢8 ilC G C s L R R H R R L s C G 1'A 1'B ¢C 2 2 1 ATS 4 #2 #6 FACILITY POWER-THRU WALL PENETRATION GEN. BATTERY CHARGER 100 1 1 20 1 A 2 20 1 5 750 ELECT. RM. RECEPTACLES 3 3 1 1 /2" ATS MCC 4 #2 #6 120/208 FACILITY POWER GEN WINDING HEATER 500 1 1 20 3 B 4 20 1 2 360 PUMP RM. RECEPTACLES 4 4 1 1 /2" ATS GENERATOR 4 #2 #6 120/208 EMERGENCY POWER GEN BLOCK HEATER 1500 1 1 20 5 C 6 20 1 1 500 UPS(CONTROL PANEL) 3/4" SUMP PUMP SP-1 828 3 20 7 A 8 20 1 4 450 PUMP RM. LIGHTS 5 5 MCC-1C GENERATOR 4 #12 #12 120 DP1 -1,3,5 1 EF-1, SF-1 1334 2 1 20 9 B 10 20 1 6 600 ELECT. RM. LIGHTS 6 6 2" MCP PAC. BELL H.H. IRRIGATION CONTROLLER 500 1 1 20 11 C 12 20 1 2 320 SITE LIGHTING 7 7 1'' MCC-1A,1B JB2P,3P 6 /110 #10 208 PUMPS P-1. P-2 POWER 928 1834 2000 WATTS/LINE 1200 960 820 8 8 1" MCC-1C JB1P 5 #12 #12 120 DP1-4,7,8 TOTAL ¢A· 2128 WATTS TOTAL WATTS 7742 1/2" DOOR SWITCH 2 #16 WIRED THRU INTRUSION OVERRIDE SWITCH 9 9 MCP TOTAL r/JB: 2794 WATTS PANEL AMPS 21.5 HIGH PHASE AMPS 23.5 10 NOT USED TOTAL r/JC: 2820 WATTS HIGH PHASE LCL AMPS.....,. 24.1 11 NOT USED 12 12 3/4 RECEPT RECEPT 2 #12 #12 120 RECEPTACLE POWER 13 13 1/2 LIGHT SWITCH LIGHT SWITCH 2 #12 #12 120 LIGHTING POWER 14 14 3/4" LOS-1 P-1 6 #16 MOISTURE & TEMP. SWITCHES 15 15 3/4" LOS-2 P-2 6 #16 MOISTURE & TEMP. SWITCHES 76 76 3/4" LOS-1 JB1C 12 #16 P-1 CONTROLS LIGHTING FIXTURE SCHEDULE 17 17 3/4" LOS-2 JB1C 12 #16 P-2 CONTROLS 18 18 3/4" MCC-1C EF-1, SF-1 2 #12 #12 120 DP1-9 FIXTURE LAMP TYPE & SYMBOL TYPE MANUFACTURER CATALOG NUMBER WATTS VOLTS MTG # OF LAMPS REMARKS 19 19 3/4" FIT01 JB1A 2 TWP FLOW MEASUREMENT 0 (2) FLUORESCENT 4· 2 LAMP FLUv"E::,<..;t.NT ::, I 1':IP LIGHT 20 20 1" LEVEL SWITCHES JBZC 8 #16 LSHH01, LSLL01 10 I LITHONIA C-2-32-120-GEBl 0-W69 62 120 CEILING METAL BODY WITH WIRE GUARD AND FD32T8 El FCTRONIC BALLAST 21 21 1/2" LSH01 JB2C 4 #16 DRY WELL FLOOD ALARM ® (1) SODIUM LOW PRESSURE SODIUM, LOW IMPACT POLYCARBONATE 22 22 1 1/4'' MCP JB1C 30 #16 ALARMS & CONTROLS ,--0 SPAULDING SD-55LPS-PC 80 120 WALL 55-LPS LENS, CAST ALUMINUM BODY. CORROSION RESISTANT, 23 23 1 1/4" MCC MCP 36 ;!!16 ALARMS & CONTROLS UL LISTED FOR WET LOCATIONS HPF BALLAST WITH PHOTOCELL © (2) FLUORESCENT 4· -2 LAMP UL LISTED , WET RATED FLUORESCENT 24 24 3/4" GENERATOR MCP 12 #16 GENERA TOR ALARMS LITHONIA C-2-32-120-GEBl 0-WG9 62 120 WALL WITH HIGH IMPACT ACRYLIC LENS & PLASTIC BODY, • F032T8 AND ELECTRONIC BALLAST 25 25 1" JB1C MCC-1A,1B 4 #12 LOS-1,2 © (2) FLUORESCENT 2 -2 LAMP FLUORESCENT, ACRYLIC WRAP AROUND 26 26 1" JB1A MCP 2 TWP FLOW MEASUREMENT ~ LITHONIA CA-232-120-GEBlO 62 120 CEILING LENS WITH ELECTRONIC BALLAST F032T8 27 27 1" UPS(MCP) JB1-P 2 #12 #12 120 UPS POWER-FLOW METER & RECORDER --0 © (2) SODIUM LOW PRESSURE SODIUM, FLAT POLY LENS, CAST ALUMINUM BODY, 28 28 3/4" LOS-1 ZS-1 4 /116 LIMIT SWITCH ON CHECK VALVE SPAULDING OKll-55-LPS 160 120 POLE CORROSION RESISTANT, UL LISTED FOR WET LOCATIONS. HPF 55-LPS BALLAST. PROVIDE POLE & HARDWARE H10-SQS-411 29 29 3/4" LOS-2 ZS-2 4 H16 LIMIT SWITCH ON CHECK VALVE 30 30 1" ATS MCP 4 #16 ATS SWITCHED TO EMERGENCY POWER 31 31 1/2" BUBBLER CP MCP 2 TWP WET WELL LEVEL 32 32 1/2" BUBBLER CP MCP(UPS) 2 #12 #12 120 BUBBLER/COMPRESSOR POWER 33 33 3/4" BUBBLER CP MCP 16 #16 ALARMS & CONTROLS 34 34 3/4 MCC-1C OUT DOOR LIGHT 2 #10 #10 120 SITE LIGHTING 35 35 1/2" LOS-1 JB1C 2 #12 36 36 1/2" LOS-2 JB1C 2 #12 37 37 1/2" J82C JB1C 10 #16 LEVEL SWITCHES E -10 CARLSBAD MUNICIPAL WATER DISTRI CT Sheet 28 24 ENGINEERING DEPARTMENT SI eets KNOTS LANE SEWER PUMP STATION APPROVED DISTRICT APPROVED CHANGES BENCHMARK SCHEDULES RECORD DRAWINGS Description Approved Date AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA ~ DE!IO+ED: ,,, KECtJ:~,, ,=Wtv/Nr, 'l-30·"" DESIGNATION: .. O.C. 0147 -4,?,&i (~ 8-io-9J /~~· N~ NOL TE and ASSOCIATES DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. 28176 I , I~' El'(li1eers / Plannera / Surveyors OIV,WN: ABUTMENT OF E. BR. District Engineer: WILLIAM E. PLUMMER RCE Dote UKAMtAD ENOINEEAINO. INC. . 414J4,:., ~ ~ 28176 REGISTRATIO~ EXPIRES 3-31-02 . CONSUL llNG ELECTRICAL ENr:lNEERS . ELEVATION: ...... 50.558 M.S.I. 5-tell JCJMUl'Y ¥lU.l m.sum: :iori, SAN moo, Ci. tl!ZS (8111') 278-IMI'! DATE: 11•30,99 Drwn.: CMWD: 97-402 91~0 ~IRAIJAR ri:OAO, SUITE. 1eo .. .. tNGINl:l:.R oF W!'.lftl<: 08/07/98 LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD KS ~ rR "'" District Engineer: WILLIAM E. PLUMMER RCE Dote SAN DIEGO, CA 92126-4561 ~ "' JOB NO; STATE PARK 40' E. OF CL OF N. BOUND PHON~: i•••:i:~47-1100 E' Or CACII@-oAI[ P. miilctt!N ~.C.E, 2.6591 fe;x!'i, !=!1-00) 6;.;'lf REGISTRATION EXPIRES 3-31-98. Checked: DWG. No. 357-67 F'AX: 619 547-1104 E-MAIL: kcnrc:idOaol.com CARLSBAD BLVD ON PONTO BR. No. A 7882 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E OClHIMilIDf JDJE§!GN GROUP lll(RIGATION 51"1:'.ClrlCATIONS PART 1.00 GENERAL 1.01 GENERAL REQUIRt:111::NTS A. ll1E CONTRACTOR 5HALL ruitNl5H ALL LA!!OR. TOOLS. MACHINl!:ltY. MATl!:ltlAL5. AND P;:oCE5SES NECESSAl'Y TO COMPLE"l"E THE 11'"1GATION SYSTEM PESCRIBt:P HEREIN AND 5HOWN ON THE CONTRACT DOCUMENT!'>. 15. CONTJ:AC TOR &HALL Vl51T THE 51TE TO BECOME FAMILIAR WITH EXl5 ffiG CONDITIONS AND SITE RESTRICTIONS. C. CONTRAc;TOR 5HAU. DETERMINE THE LOCATION ANO DEPTH 01' AU. SITE UTILITll!:S. ANY UTILITY OR GRAPING NfORMATION PROVIPrD ON THf: CONTRACT DOCUMENTS 15 fOR THE CONTRACTOR"S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFOl'!MATION. CONTRACTOR !'>HALL LOCATE ANO Vfr,:lfY UTILITY LOCATIONS TO HIS SATISFACTION. D. CONTJ:ACTOR 5HAU. BE HELP RE5PON51BLE FOR ALL Rl':PAIRS HADE Nl::CESSART !IT THE NEGLIGENCE Of HI& CREW&. f. THE Cl".NERAL AND SPECIAL CONDITIONS AND NOTE:S Of THE CONTRACT APPLY TO THE WORK OF THI& 51::CTION THE &AME A& THOUGH WRITTEN HEREIN. 1.02 ORDINANCES AND REGI.LATIONS A. ALL LOCAL. MUNICPAL AND 5TATt LAWS AND l'ULt:S + i!:l:GUU.TION5 GOVt:llNING OR RELATING TO ANT PORTION Of THI!'> WOl'(K ARt: HERf1'T INCORPORATED INTO AND MADE A PA!i:T OF THE5E 5PECIFICATION5 AND THEIR PROVISIONS SHALL BE CAfi!RIEP OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE 5PECIFICATION5 &HALL NOT tlf CON5TRUl:P TO CONfUCT WITH ANY Of THE ABOVE RULE:S. li:EGULATION5. OR li:EQLJIREMENT5 OF THE !'>AME. HOWEVER. WHEN TH£: SPECIFICATIOl'IS AND/OR CONTRACT DOCUMENT& CALL FOR. OR PE:SCRIDE: MATERIAL 5. WORKMAN5111P OR c;ON5 H(Uc;TION Of HIGHEfl OUALITT. HIGHER STANDAAOS OR A LARGER SIZE. 5PECIFICATIONS AND/OR CONTRACT POCI..Nt'NTS SHALL TAKE PRECEDENCE OVER THE fi!EQUIREMENTS Of THE SAID RULE:& AND fi!EGULATIONS. !I. CONTRACTOfi! SHALL O!!TAIN PERMITS ANO PAT ALL fEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENT 5. 1.03 &COP!: Of WORK A. THE woi:K INCLLJDES ALL SERVICES. LABOR. MATr:RIALS. tQUIPMtNT AND Tfi!ANSPORTATION NfCES5ARY TO PERFORM THE WORK ON THE CONTJ:ACT DOCUMENT!'> AND A5 5PECIF1t:D HEl'lt]N AND A5 !i1EQUIREP TO COMPLETE: THE CONTRACT PROPC:RLY. !t THI: CONTl'tACTOI'? &HALL PROTECT THE WORK. ADJACENT PROPl:fi!TT AND THI': PUEILIC. AND 511ALL BE RESPONSIBLE fOR ANY DAMAGE. INJURY AND L055 our TO Ht& ACT& OR NEGLfCT. C. THE CONTRACTOR !>HALL &UBMIT UNIT CO&TS TO THE OWNl:'.fi! fOR ADDITIONS Olt PELnlONS TO THr CONTRACT OOCUMl':NTS. D. WORK NOT INCLUDED• N.I.C .. BT OTHE:RS. EXISTING 1.04 SCHEDULE Of WORK A. UPON AWAf'.0 Of THE CONTl'ACT A WOltl( &CttEDULE &HAU. !!E SUBMITT?D TO THE LANPSCAn ARCHITl':CT roR CAl'Wl'ING OUT THE WOl'(I(. UPON APPROVAL. NO MODIFICATION& &HALL BE MADE TO THIS SCHEDULE WITHOUT THE Wli:ITTEN APPROVAL or THE U.NDSCAPE ARCHITE:CT. II. FINl5H GRAPING AND LANDSCAPE INSTALLATION SCHEDULE OF WOll:K 5HALL !IE: PERfORHE:O PURING TH05E: PE:1.:1005 WHEN WEATHE:R AND 50IL CONDITION!> ARE SUITABLE N ACCO!eDANCE WITH LOCALLY ACCE:PTE:D HORTICULTURAL PRACTICE. 1.0~ COORPINA TION A. CONTfi!ACTOR !>HALL REPORT TO THE LANDSCAPE Afi!CHITECT ANY Pl':VIATION5 BETWEEN CON5TJ:UCTION c;oNTi<:ACT DOCUMENTS, SPECIFICATION!>. AND THE SITE. FAILURE TO PO 50 PRIOR TO ll1E INSTALLATION Of THC: IMPROVEMt:NTS AND li:ESULTING IN fi!EPLACINC.. AND/Of'! fi!l:LOCATING IMPROVEMENT&. &HALL BE AT TI11': CONTRACTOR'!> EXPENSE:. II. CARE 5HALL OE TAKEN TO COORDINATE THE WOfi!K AT ALL TIME:S WITH OTHl':R CONTRACTORS WORKING IN AND ADJACENT TO THE ARC:A5 IN THIS CONTRACT. THI& 15 TO INSURt: AN Ofi!PEl'I. Y AND EFFICIENT IN&TALLATION PROCEDURC:. AND TO MNMIZE: CONFLICTS WITH OTHEfi! CONSTRUCTION OPERATIONS. 1.0,;, EXPLANATION OF CONTRACT POCLJMc:NT5 A. PUE: TO THE &CALE OF CONTRACT POCUMENT5. IT 15 NOT POSSIIILI: TO 5110W AU. OFF5ns. FlTTINCS, 01' SLEEVE& WHICH MAY BE REQUIRED. CARl'.FULLY INSPtCT ALL CONDITIONS OF WORK ACCORDING. TO THE ACTUAL SITE: AND PLAN INSTALLATION ACCOli:DtNC.LY fURNISHNG ALL PIFE AND FITTINGS TO MEET THE: 5"1'STEM5 RfQUIREl'ENTS. CONTRACTOR SHALL l'tC:POl'tT ANY CONFLICTS PRIOR TO BEGINNING WORK. WORK SHALL BE INSTALLED IN &UCI-! A MANNER AS TO AVOID CONfUCTS BETWl:EN IRRIGATION SYSTl::MS. PLANTING AND ARCHITECTURAL FE:ATLlli:ES. 1.07 su,smLJTIONS A. NO SU6STITUTION5 Of IRRIGATION EQUIPMl'.NT 00 OTHL':R CONSTlltUCTION MATERIAL!'> WILL tlE Pr:RMITTED Wln-tOUT THE WRITTEN PERMIS510N Of THE LANDSCAPE: ARCHITECT. IF IRRIGATION 1':QUIPMENT SUB5TITUTIONS ARE: ACCC:PTl'.P AND ARE Of LE&S VALUE ll1EN THOSE SPE:CIFIEP. THt: CONTRACT PRICE WILL Elf: ADJUSTED IN ACCORDANCE: WITH THE PROVl510NS OF THE CONTRACT. !!. THE RIGHT TO CHANG!:• THt: LAN05CAl'f Aii:CHITECT RE5E:RI/E5 THE: RIGHT TO CHANGE THE MANUFACTURER. MODEL. AND/OR SIZES Of IRRIGATION EQUIPMDIT TO Bf FURNISHl':D, Pl':OVIPfP THAT THE COST Of &UCH E:QUf'MtNT CHANGES DO NOT fXCEED THE COST Of THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR 5HAU. BE: NOTIFIED AND THE CHANC.f5 CONFIRMED IN WRITING PRIOR TO THf lfi!fi!IGATION INSTALLATION OPEfi!ATION COMME:NCING. CHANGE:5 IN AN"!' IRRIGATION EQUIPMENT FURNl~ED THAT REQUIRE:& A REDUCTION OR ADDITION IN co&T 5HALL REQUIRE: AN ADJUSTMl'.NT IN THE: CONTP.:ACT C05T. 1.01!1 Rl':JE:CTIONS A. ANY IRl'tlCATION EQUIPMENT AND/OR WORK MAY 9!:'. Rt'.JfCTr:0 If IN THE Of'INION OF THE LANP5CAPE ARCHITC:CT SUCH DOES NOT MEET THE REQURC:MC'.NT AND THf 5Pl'.ClflCATIONS. ALL li:fJECTr:P WORK ANP/00 IRRIGATION fQUIPME:NT &HALL BE: REMOVED FROM THE Silt: !IT THE CONTRACTOR AT HIS E:XPENSI::. 11:C:JECT!:'.D WORK SHALL BE RE:DONE IN A TIMELY MANNE:R AND APPfi!OVEO BT THE LANPSCAPt: ARCHITECT. 1.oq 5Ul!l1TT ALS A SUB& TITUTIONS• 5UBMIT 3 COPIES Of CATALOG INl'ORMATION ON MATfltlAL& WHICH ARE TO !!! SUBMITTC:D ro.: 5U!ISTtTUTION. COMPLE:Tr: MATr:RIAL LIST 5HAILL 11r: SU!!MITTEP PRIOR TO PERFORMNG. ANT WORK. NO SUB&TITUTION 'MLL Bf f'c:RMTTC:P WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE: Ali:CHITECT. 1.10 RC:COF!D CONTRACT POCUMl:NT5 CAS-!!LJILT) INFORMATION A. A SET Of CONTRACT DOCUMENT& SHALL Ill': KEPT AT Tttf 51Tf: orncc: PURING CON5TRUCTION. ALL WOl'tK THAT 15 IN&TALLEP SHALL !IC: RC:VIEWt'D fOlt CONFORMANCE WtTH TI1f CONTRACT POCUMt:NTS. IF NE:W WORI'( 01': WOP:K AS !:>MOWN ON THE CONTRACT DOCUMENTS IS DlffERENT. THE CONTRACT Of! SHALL NOTE THE IN5TALLATION 'RECORD DRAWING'. THE MARKED CONTRACT OOCUMENT5 SHALL BC: KEPT CUfi!fi!ENT AS THE WORK PROGRESSES AND SltAl.L Bt' AVAILABLE fOR INSPECTION BY THE LANP5CAPE ARc;HITECT UPON l'lE:QUE:ST. AT 2 WEEKS PRIOI! TO THC: "NOTICE OF COMPLETION·. THESE: OR A COPY or THE AS-BUILT CONTRACT OOCUME:NTS !'>HALL BE DELIVERED TO THE LANDSCAPE ARCHITt:CT. 1.11 Df~IVE"Y. STORAGE. AND HANDLING A. PELIVE:fi!. UNLOAD. STORf:. ANO HANDLf MATEl'tlAL&. PACKAc.t-lG. 15UNPLING. PRODUCT!>. IN PRY. WE:ATHE:RPROOF. WATERPfi!OOI' CONDITION N MANNER TO Pl':C:VENT PAMAGf. BREAKAGE. DETERIORATION. INTRUSION. IGNITION. EXCE551Vl: EXPOSIJRE TO SLIN. AND VANOALl5M. DELIVER IN Ofi!IGINAL L.NOPl:NEO PACKAGlNG CONTAINE:RS PROr1NENTLY Dl5PLATINC. MANUFACTURER NAME:. VOLUME. QUANTITY, CONTENTS. INSTRUCTION&. AND CONFORMANCE TO LOCAL. &TATf. AND fr:DERAL LAW. REMOVE AND li:EPLACf c;l'tACKED. BROKEl'I. OR CONTAt'l'lATEP ITE:M5 01'1: C:LEMENTS PREMATURELY EXPO&ED TO MOISTURE. INCLE:ME:NT WE:ATHER. 5NOW. ICE. TEMPERATURE EXTREMl:S. flRE. OR JOB 51TE DAMAGf. 15. HANDLING Of PVC Fl'E -C:Xl'.fi!CISf CAfi!E IN HANDLING. LOADING AND STORING Of" PVC PIPE. ALL PVC PIPE 5HALL BE: TRAN5PORTEP IN A VEHICLE WHICH ALLOWS LENG.TH Of PIPE TO LIE rLAT SO AS NOT TO SUBJECT IT TO LINPUf BENDING Of! CONCENTRATED EXTERNAL LOADS. ALL SECTIONS Of PIPE THAT HAVI:: tll:fN DENTED Of'! DAMAGED SHALL BE DISCARDED. AND IF U•6TALLED. !>HALL BE REMOVE:P AND REPLACED WITH NEW PIPING. • Landscope Architecture • Hobitot Restoration • Planning 1.12 l'lJIILIC SAl'fTY A. TH[ CONTl'tACTOl't SHALL TAKf ALL "ltC:CAUTIONS TO N~Ull(I'. THf !'>ArETY or ALL WORKE:RS. Pt:PE5TRIAN5 AND ADJACENT Pl'IOPEIHY IN ACCOfi!PANCC: WITH CAUfORNIA/05HA REQLJIREME:NTS. Tl1E LANDSCAPE ARCHITE:CT AND/OR CONSULTANTS PO NOT PRACTICE Of! CONSULT IN THI: flELD Of 5AFETY ENGINE:E:RING. THE: LANPSCAn ARCHITECT POE5 NOT DIRECT THE CONTRACTOOS AT THE Sill:. THE SAFETY Of OTHER& I& THE: RESPONSllllUTY Of THE: CONTRACTOII!. THE CONTRACTOfi! !'>HALL NOTIFT THE LANDSCAPE ARCHITECT If HE CON&IDERS ANY Of THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO !IE UN5AfL !!. 1"11:0TC:CTION Of l'l:OPEfi:TY• 1. PRESERVE ANO PROTECT ALL Tll:r:ES. PLANT&, MONUME:NTS. STIWCTURES, AND PAVED Af<EA5 FROM DAMAGE PUf To WORK OF THIS SECTION. IN THE EVENT DAMAGE POE& OCCUR. ALL PAMAGI: 5HALL !IE COMPLETEL T RE:PAIREP OR REPL.Ac;EP TO SATl5f"ACTION OF OWNER AND PAID BT CONTRACTOl't. 2. PROTECT llll.PINGS. WALKS. WALLS. AND OTHE:R Pf<OPt:RTT fl'(OM DAMAGf. MARK AND BAfi!RICAPE OPEN PITCHES. DAMAGE CAUSED TO A&PHAL T. CONCfi!ETf. OR OTHER &JILDING MATERIAL SUl<FACES SHALL BE REPAIRED OR RtPLACt:D AT NO COST TO OWNER. RE:&TORE Dl5TURBl:0 AREA& TO ORIGINAL CONDITION. RC:PLACEMC:NT Of PAVING AND CUfi!BS -WHEl'i:E TRENCHE5 AND LINE:S Cli:O&& EXI& TING ROADWAY 5. PATH!'>. CURBNG. ETC .. DAMAGE TO THESE SHALL BE KEPT TO A 11NIMUM AND &HALL Ill:: RESTORED TO ORIGINAL CONDITION. C. EXISTING TREE!'>• 1. ALL TRE:NCHING OR OTHl:'.R WOfi!K UNPEllt LIMII 5PR[AP or ANY AND ALL EVERGREENS OR LOW BRANCHING PECIPUOU5 MATERIAL 5HALL BE PONC: llY HAND OR BY OTHER METHODS SO AS TO PREVENT PAMAGI:'. TO LNB& Ol'l BRANCHE:S. 2.. WHEl'tE IT 15 NECfSSAfi!Y TO EXCAVATE ADJACENT TO EXl5TINC. TREE&. U5E ALL POSSIBLE CARE TO AVOID INJUP:Y TO TRE:E:S AND TRI':!: l'i:OOTS. fXCAVATION. IN Aii!EA& WHE:RE: 2 INCH AND LAl'tCl':R l'IOOTS OCCUR. SHALL !If PONE !IT HAND. ROOTS 2 1NCHE5 OR LARC.E:R IN DIAMETER EXCEPT DIRECTLY IN THE: PA TH OF PIPE OF CONDUIT. !:>HAU. BE TUNNELED UNDEfi! AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCARRING Of'! EXCE551VE ORTING. WHERE A TRE:NCHING MACHINE IS Of'r:l'(ATEP CLOSE TO TREl'.5 HAVING ROOT!'> 5MALLl:R THAN 2 INCHE5 IN DIAMETER. WALL Of Tl'lENCH ADJACENT TO Tl'tn: SHALL !IE HANP n:tMMED, MAKINC. CLEAN CUT!;, THROUGH li(OOT5. ROOTS 1 NCH AND LARGffi! IN DIAMETER 5HALL BE PAINTED WtTH TWO COAT!> Of "TREE SEAL·. TRENCHE& ADJACENT To TREE& &HALL BE CLOSED WITHIN 24 HOURS. AND WHEN THIS 15 NOT POS&IBLE. &IOI': Of TRENCH ADJACENT TO TJ:l':E SHALL BE: KEPT &HADED WITH MOIS TENEP BURU.P OR CANVAS. D. Pli:OTfCTION AND Rfi'AIR Of UNPfRGROUNP LINES 1. REQUt:5T rRorr:R UTILITY COMPANY TO STAKE EXACT LOCATION AND PC:PTH Of ALL UNPE:RGROUNP ELECTP:IC. GA5. OR TELEPHONE LINES. TAKE WHATEVER PRECAUTION& ARE NECE5SARY TO PROTECT THESE UNDERGROUND LINC:S FROM DAMAGE:. IN THE EVENT DAMAGE POE5 OCCUR. ALL DAMAGf: &HALL BE: REPAIRED BY CONTRACTOR. AND ALL COST& Of SUCH REPAIR!> SHALL Bf: PAID BY CONTRACTOR. 1.13 WAl<RANTY /GUARANTEE 1.14 • A. CONTRACTOR 5HALL WARRANT MATERIAL!, AGAINST DE:fECTS FOR A PfFtlOP or ONE YEAR FROM NOTICE OF COMPLETION. CONTl!:ACTOR 5HALL GUARANTEE WORl'(MANSHIP FOR SIMILAR PERIOD. CONTJ:ACTOR !'>HALL elE RESPONSIBLE FOfi! COORDINATING MATERIAL WAl':l'(ANTT ITEMS WITH MANUFACTURER/PISTl'!IBUTOR. !!. 5ETTLINC Of flACKFIU.ED TRE:NCHES WHICH MAT OCCUR DURING. G.UARANTC:I': PERIOD &HALL BC: REPAIRED BY CONTRACTOR AT NO EXPEN5E TO OWNER. INCLUOINC COMPLETE: RESTORATION OF PAMAG.C:P PROPERTY. C. EXPENSE:& PUE TO VANDALISM PRIOR TO NOTICE OF COMPLfTION SHALL BE l!ORNf BT CONTRACTOR. MAINTt:NANCE A. FURNISH TH!': l'OLLOWING. MAINTENANCE ITEMS TO OWNfl't Pl'tl□lt TO NOTICC: or COMPLETION• 1. C2.) SETS Of" SPECIAL TOOL5 i'iifOL.f!E[J fO" REMOVING. Pl!'>ASSfM!ILING. AND ADJUE, TING C:ACH TTPC: or BU!l!ILl:fi! Ht:AD AND VALVE: SUPPLlf D ON THIS Pii:OJECT. , 2. C2) Kl:T5 rol't EACH AUTOMATIC CONTl':OLLER. LOCKING. VALVE !IOXl:S AND LOCKINC. QUICK COUPLER!:>. 3. (4) IRRIGATION HEAD!> WITH NOZZLr"S (OF EACH TYPE USED) FOR EVERY 100 IRRIGATION HEAD!'> usr:o. 4. OPE:RATION MANUALS FOO CONTF:OLLEll(S AND ANY OTHER fQUPHl::NT USE:O ON PROJECT. 5. A REPLICEP KET MAP Of THE 51TE HIG.HLIGHTINC. EACH VALVE CONTROL Al':EA WtTH A DIFFERENT COLOR. THIS MAP 5HAU. BE: LAMINA TEP AND SHALL FIT INSIDE Of ll1E CONTROLLER BOX. f' AIH 2..00 MATr:RIAL S 2.01 PIPE AND FITTNG5 A. MAIN LINt:5 CCONSTANT PRl':SSUl'D 2" AND LAll!GEl't &HALL elf rOLTVNTL-CMLORIPE CPVC) 112.0-lG;0/200 P.S.I.. CLASS 315 WtTH SOLVDIT WE:LP CONNECTIONS, 1-1/2" AND SMALLC:F: SHALL BE PVC SCHEDULE 40. l. SOLVENT WELP MAIN LINE• AT CHANGES IN DIRECTION OR BRANCH MAIN!'>. USE APPfi!Ol'RIATE 5CHEDULE 40 PVC ftTTINGS AS APf'ROVED BY THE UNIFORM PLUMBING COPE. 11. LATEll!AL LNES CNON-PRE55URE) 3/4. AND LAAGl'.fi! SHALL BE CLASS 200 PVC PLASTIC PIPE. LATERAL LNE5 THAT ARE: 1/2.' SIZC: SHALL Bf SCH. 40 PVC PLASTIC PIPE. 1. SOLVENT WELP LATERAL LINE• AT CHANGE:S IN DIRECTION OR tll'lANCH MAINS. use: APPROPRIATE SCHEDULE 40 Pl/c; flTTNCS AS APPROVED CIT THI: UNIFORM PLUMDING CODI:. C. FLEXIIILf TUBING SHALL BE PVC rLEXIBLE AS SPECIFIE:P IN CONTP:ACT POCUME:NTS. D. CONNECTIONS BE:TWE:E:N MAIN LNE5 AND Rt:MOTE COl'ITl'tOL VALVES SHALL BE OF SCHEPU.E BO PVC (THREAPED BOTH ENOS) NIPPLES ANO FfTTINCS. C:. RISERS 5HAU. BE A5 FOLLOW!'>• 5CHEDULE 110 PVC THREADED NPf'LES AND 5CHf:PULE BO PVC ELLS AS 5HOWN IN THE CONSTRUCTION DETAIL!'>. r. ON GRADE Pin AND l'"ITTINC5 SHALL BE UVR-PVC AS SPECIFll':P IN CONTll!ACT OOCUME:NT5. 2.02 Ml5CELLANEOU& IN5TALLATION MATl'RIAL5 A. SOLVE:NT CEMl:NT AND PRIMER FOR SOLVl:NT Wl:LP JOINTS &HAU. aE Of MAKI!: AND TTn APPROVED BY MANUFACTURE:RCS) or PIP!'. AND FITTING&. CE:MENT SHALL BE: MAINTAINED AT PROPEf't CON51S TENCY THROUGHOUT USE. a. LUl'IRICANT FOR ASSEMllLING RI.WEI': RING SEAL JOINT& SHALL !IC' Of MAKE AND TTPE APPfi!OVEP BT MANUFACTURER Of PIPE:. C. Plf'I': JOINT COMPOUND 5HALL BE NON-ttARPl:NING. NON-TOXIC MATC:RIALS DESIG.NE:D SPE:ClflCAU. "l" FOl'i: USE ON THREADED CONNE:CTIONS N WATE:R CARfi!TING PIPE. PERFORMANCE 5HAU. BE 5AME A5 TEFLON TAPE. 2.03 11SCC:LLANf:OU5 EQUIPMENT A. PROVIPC: AU. EOUPMC'NT CALLED FOIi! llY TI11: CONTRACT DOCLNl:NTS. ~-VALVE BOXE:5• 1. MANUAL VALVES, DRIP LINC: llLOW-OUT STUBS, AND WIRE 51'1..ICI!: !!OX - AMETEII: 10' CIRCULAR 80X. 2. 3/4 INCH THROUGH 2 INCH CONT;!OL VALVES -AMETEK 12" 5TANPAIW !!OX. 3. DRIP VALVE ASSE:MBLll'.S -AMETEK 12· STANDARD BOX. C. ELfCTRIC 1. AL CONTROL WIRING• LOW 1/0L TAGE• AL CONTROL WIRE: -AWG Uf UL APPROVW No 14 GAUGE D. E:LECTRIC DIRECT B GAUGI: Dt URIAL COPFe:R Wlfi!t: l'"OR ALL CONTROL WIRES. ANO NO. 14 RECT llURIAL COPPER WIRE: FOR ALL COMMON WliitE&. E. WIRE COL ORS• 1J C ONTROL WIRES -!!ED. 2) 3) COMMON WIRES -WHITE. MA5TER VALVE: WIRE:S -BL.I.JI'.. 4.) S PARE WIRES -GRf:EN (LABELt:P AT Tl:fi!MINATION5). LE CONTROLLERS ARE: UTILIZf:P. AND WIRE PATHS OF I'". If MULTII" DIFFERfN CONTROL APPROVE T CONTl'lOLLERS CR05& EACH OTHC'.fi!. 00TH COMMON AND WIRE!:> Ffi!OM EACH CONTROLLER &HALL BE DIFFERENT COLORS D BY LANDSCAPE Afi!CHITECT. G. WIRE CONNt:C TIONS AND srucr:s 5HALL !IC: MADI!: WITH 3M URT SPLICE:. RAIN BIRD PENTITE CONNECTORS. OR SIMl.Alit 01':Y SPLICE: Ml'.THOD. CONTROL PIRl:"CT !I 1. HIGH VOLTAGE -WIRE SIZE AND TYPE: &HALL !IE A5 1<:EQUlfi!EP BY LOCAL COPES. ORDINANCES AND PROPER SIZE TO ACCOMMOPATf NEEDS Of 1:'QUIPMENT 5ERVICED. ELECTfi!IC CONTfi!OL VALVl:S -AS SPEClflt:D IN CONTRACT POCUMrnT5. APPROVED RECORD DRAWINGS """"""" Schmidt Design Graup, Inc. 2655 Fourth Avenue Son Diego, California 92103 CA License 2138 TES N ..._ NOL TE and ASSOCIA ._ Enaineers LPlanners / Su -tluM IILI "'-D. !M DlllO. CA. 1212' (111) r~r MS/PK DltA.WN: MS/PK ~: ~ ~.,. ::l&>o-28176 DAlE:: Phone: ( 619) 236-1462 Fax: (619) 236-8792 Jpe, NO.• "8400 E:Nc:II\IEER OF' W0AK. cAi.. P. WWW.. li.c.£. 2lllt {E)G'. a-~-do) l5Alf 02/17/98 JOO NC> District Engineer: WIWAE. PLUMMER RCE REGISTRATION EXPIRES 3-31-98. ... I. S~INKLEI' HEAPS -AS srr:c1r1r:o N CONTRACT POCUMl!:NT5. rA!!RICATI!: RtSl'J't UNITS IN ACCORDANCE WITH OETAILS IN CONTRACT DOCUMENTS -WITH R15ER NIPPLE!'> Of SAME: 51ZE AS RISER OPENING N SPRNKLER !IOPT. J. C:MITTr:RS -SHALL BE A& 5PECIFIEP IN CONTJ:ACT DOCUMENTS. K. PRESSUl'E: GAUGE5 -SHALL BE A& 5PECIFIEP IN coNrnACT POCUMfNT5 L. STRAINER -SHALL BE A5 5PECll'"ll:D IN CONTRACT DOCUMENTS M. Pfi!ESSUl'(E REPUCl'IG VALVE -AS SPECIFIED IN CONTRACT DOCUMENTS. N. FLOW 5EN&OR -AS 5PECIFIED IN CONTRACT DOCUMENT&. 0. AUTOMATIC CONTROLLE:R -A5 5PfClflED IN CONTfi!ACT DOCUMENTS. P. !\ALL VALVE& -AS !:>nClflEP IN CONTRACT DOCUMENTS. Q. !lACKFLOW PREI/E:NTION DEVICE -A5 SPECIFIED IN CONTRACT DOCUMENTS. lit. THfi!U&T IILOCKS SHALL BE INSTALLED AS SPE:CIFIEP IN THE CONTfi!ACT POCLJMfNTS. PART 3.00 -INSTALLATION 3.01 Pl'!EPARATION A. SCHEDULE AND COOlltPINATf: PLAC[M[NT or MAT[l'IALS AND [QUlf'MfNT IN 3.02 LAYOUT MANNfl'? TO EFFECT THf: fAP,:LIE&T COMPLe:TION or WORK IN CONFORMANCf WITH CONSTRUCTION AND Pfi!OGl'ESS SCHEDULE. A. LAY OUT WORK A5 ACCUl<ATELT A5 P05SIBI..E IN ACCORPANCf WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS PO NOT l"fl'MIT LOCATION OF PIPING. VALVE!'> AND HEAPS WHERE 5HOWl'I. NOTIFY LANPSCAl"f: ARCHITECT IMl'EPIATELY AND DETERMINE ii:ELOCATION IN JOINT CONfEl'IENCE. !!. RUN PIPELINES AND AUTOMATIC CONTROL WIRINC. IN COMMON TRE:NCHE5 WHE:REVER PRACTICAL. 3.0~ EXCAVATING AND Tl'll'.NCHING A. IN&TALL &LEEVING LINDE" EXl5TNC. ASPHALT PAVING AND CONCRETC: WALKS. TO Ac;COMMOPATE: PIPING AND Wlfi!ING.. ll. TRE:NCHING -TRENCH E:XCAVATION SHALL FOLLOW. AS MUCH AS l"OSSIBLC:, LAYOUT 5HOWN IN CONTRACT DOCUMENTS. DIC. Tl'i:ENCHES STP:AIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM Of TRENCH. TRENCH CIOTTOM SHALL BE CLEAN AND &MOOTH WITH ALL ROCK AND Qli:GANIC PE:BRl5 REMOVED. PRfSSUli:E &UPPL T UNI:'. TRE:NCHC:S SHALL l'IE OVE:R-E:XCAVATEP AS REQUIRED TO ALLOW fOR BE:DDING MATERIAIL. !. CLEARANCE:S• A. PIPINC. SMALLC'.R THAN 3 INCHES -TJ:t'.NCHl'5 SHALL HAVE A MINIMUM WIDTH OF 7 INCHE5. B. LINC: CLEARANCE -PROVIPr NOT LC:SS THAN ,;; INCHl'.5 or CLEARANCr BETWEE:N EACH LINC:. AND NOT LES& THAN 12 INCHES Of CLEA!:ANCE BfTWEEN l-lNES Of OTHER TJ:AOES. 2. Plf'f AND WIRE DEPTH• A. PRESSUl'(E PIPING -111 INCHE:S FROM TOP 01'" PIPE: TO FINISHED GiatADE. !l. NON-PRE55URE Pll"INC. -12 INCHES fl!OM TOP or PIPE TO FINISHED CRAPE. C. CONTROL Wlfi!ING -SIPE Of PRESSURE SUPPc Y LINE. 3. !lOll:INC. WILL BE PE:RMITTEP Ot4.. T WHERE PIPE: MU5 T PA55 l.NDER OBSTfi!UCTION(S) WHICH CANNOT !IC: fi!EMOVEO. IN BACKr"l.LING 130,:f. FINAL DEN51TT OF tlAGKl'"LL 5HAU. MATCH THAT or SURll:OUNDING SOIL. IT IS ACCErTABLE TO USE SLEE:VES OF &UITABLE DIAMETER INSTAU.EP FIRST tlY JACIIING OR !IORINC. AND PIPE LAID THROUGH SLEEVES. Ol'ISE:RVE &AME PRECAUTIONS AS THOUGH PIPE WEl:E IN5TALLED IN OPEN TRENCH. 3.04 ASSfMIILING rlrl':LNES A. ALL PIPE 5HALL IIE A&SEMBLEP fRt:E fl'tOM Pl1'T AND PIPf SCALf. FIELD CUT fND5 SHALL BE REAMED 00.. T TO FULL PIAMETffi! WITH ROUGH EPC.ES ANO !!URRS REMOVl':P. !!. SOLVl:NT WELP JOINT• C:ACH INSTALLl':R 5HALL l'lt: PROPE:RLY TRAINfP IN Tt:CHNIGL.ES FOR MAIIING COl'(RECT JOINTS PRIOR TO Pl:RfORMlNG WORK ON THf 51TE:• I. PREPARE JOINT !IT flR&T MAKING SURE THE PIPE END IS 5QUAl':f, THEN OEBU"RING. THE: PIP!: END AND CLEANNG Pin AND FITTING OF DIRT. PU!'>T AND MOISTURE. 2. 5NAKE Pll'E IN Tli:ENCH AS MUCH AS POSSIBLE: TO ALLOW FOR EXPAN510N AND CONTRACTION. 3 DRY-INSE:RT PIP!'. INTO ftTTING TO CHl:CK rOR MtS-SIZINC.. PIP!: 5HOULP ENTER FtTTING 1/3 TO 2/3 PC:PTH Of SOCKET. 4. LAY PIPE AND MAKf ALL PLASTIC TO PLASTIC JOINTS IN ACCOIWANCE WITH MANUFACTURERS RECOMMrnDATIONS. ,. &OLVENT Wf:LD JOINTS SHALL BE: MADE BY Pfi!OCf5& AND MATERIALS A!:> RECOMMENDED !IT TH!'. MANUFACTURER. ,;,. CURE JaNT A MINNUM OF THll'ITY (30) MINUTfS !lffORf HANDLING AND AT LEAST C24) HOURS BEFORE ALLOWING WATE:11: IN THE PIPE. C. THREAPrD JOINT• 1. FIELD THREAPNG Of PLASTIC PIPE OR FITTING!'> 15 NOT PERMITTED. fACTOltY- FOfi!MEP THREAD& ONLY WILL llf Pffi!MITTED. 2. fACTORT-MAPE NIPPLES &HALL Bl'. USl'.P WHfl':l':1/ER POSSlllLC:. rlfLD-CLJT THREADS IN METALLIC Pll'E WILL BE PE:RMITTEP ONL T WHERE ABSOLUTC:L T NECE55Al':T. WHEN FIELD THREADING. CUT THREADS ACCURATf~ Y ON AXIS WITH 5HARP OlfS. 3. ALL THRE:APE:P ME"l"ALLIC JOINTS SHALL !ll'. MADE UP WITH PIPE JOINT COMPOUND. APPLY COMPOUND TO MALI'. THREADS ONLY-USING CAl':E NOT TO ALLOW t:XCESS COMPOUND FROM fNTERINC. PIPELNE. Tttli:EAPEP rvc PLA& TIC JOINTS SHALL BE MADE UP WITH OVEl'tLAPPING TURN!'> Of 3/4" TEFLON TArc: AS l<fQUIRE:D TO Pfi!l:VENT LEAKAGE:. 4. WHERE ASSEMBLING ME:T ALLIC PIP!'. TO METALLIC FITTING OR VAL VE. NO MOl<E THAN THREE (3) FULL THREADS SHALL BE Vl51tlLE: WHEN JOINT IS MADf UP. ,. WHERE A55fMl'ILING SOFT METAL C!IRASS OR COPPER) OR PLA!'>TIC PIPE. U&E !>TRAP TYPE FRICTION WRENCH ONLT, PO NOT USE METAL-JAWED WRENCH. D. CAP 0'1. PLUG OP[NINGS AS PIPE:LINE 15 A55fMl'ILED TO PRE:VENT fNTRANCE OF DIRT ors OTHER OB&Tli:UCTIONS. REMOVE CAPS Of! PLUGS ONLY WHEN NECESSARY TO CONTINUf: A&SE:MBLY. f. WHERE PIPES OR CONTl'lOL WIRE& PASS THROUGH 5LEEVES. PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS Of SLE:E:VE: TO PRfVl'.NT fNTRANCE OF EARTH. 3.0!I RfMOTf CONTROL VALVE:S A. INSTALL WHERE: &MOWN IN CONTRACT DOCUMENTS ANO GROUP TOGETHE:fi! WHfl'tf PRACTICAL. LIMIT ONE REMOTE CONTl'!OL VAL VE PER 150X. 11. LOCATE: VALVE !!OXES 12· FROM AND PERf't:NPICULAR TO WALK 1:PC.C:5. lllJLDINGS AND WALLS. PROVIDE ,;;• tlc:TWEEN VALVE BOXE5 WHl':Rf VALVES ARE GROUPC:0 TOG.ETHEfi!. C. THOfi!OUGHLY FLUSH MAIN LINE BEFORE IN&TALLING 1/ALVf(S). D. INSTALL N SHRU!l OR GROUND COVC:R AREAS WHE:RE PO&SIBLE. E:. LABEL CONTROL LINC: WIRE AT EACH VALVE WITH A 2 1/4" X 2 3/4" POL~fTHANt: IP. TAG.. NPICATING 101':NTlflCATION NUMBl:R Of VALVE CCONTROLLC:R AND 5TATION NUMBEfi!J. ATTACH LABEL TO CONTROL WIRE AND LOCATE NSIP[ VALVE BOX. I'. INSTALL VALVE BOXES fLUSH WITH GRADC: IN LAWN ARfAS AND 2' ABOVI': GRAPE IN SHl'U6 ARE:A5. 3.0lo AUTOMATIC CONTll:OL WIRING A RUN WIRINC. ALONG PRESSUl':IZtP MAINLNE5 WHERE:Vl:fi! PRACTICAL TIE WIRES IN BUNPLE:S WITH PIPE WRAPPING TAPC: AT 10" INTE:RVALS AND ALLOW SLACK FOR !l. CONTRACTION tlETWEEN STRAPPING. LOOP A MINIMUM OF THRrE (3J fEET or t:XTRA WIRf IN EACH VALVE BOX, !IOTH C. CONTROL Wl':E AND GROUND WIRE. CONNECTIONS 5HALL BE MADE BY CltlMPING !IAfi!E WllltES WITH Bl'UISS CONNC:CTOl'S AND SEALING WITH EPOXY RESIN SEALER PACK!>. D. SPLICNG. WILL BE PERMITTED ONLY ON fi!UNS EXCr:r:DtNG 2!!>00 rr:n. LOCATE ALL SPLICES AT VALVE LOCATION!'> WITHIN VALVE BOXES. r:. WHERE CONTROL LINES PASS UNDER PAVING. THET SHALL PASS THli:OUC.H r. SCHEDULE 40 ELE:CTRICAL pvc; CONDUIT. N&TALL ALL CONTROL WIRE &PLICES NOT OCCURRING. AT CONTROL VALVE N A 5EPARA TE: 5PLICE VAL VE BOX. G .. INSTALL ONE CONTROL WIRE FOR EACH CONTROL VALVE:. H. RUN C2) 5PARE. NO 14 GAUGf WIRt: FROM CONTROLLE:R PEPC:STAL TO LA5T ELt:CTRIC PLANS BY DESIGNED CHECKED DELINEATED !I. CONNECT CONTitOL LINES TO CONTROLLr:R IN 51:QUrNTIAL All:l'ANGt:MrNT ACCORDING TO ASSIGNE:P IDENTIFICATION NUMBER Of" VALVE. EACH CONTROL LIN!'. WIRE SHAU. !IE LAElELED AT CONTfi!OLLER WITH A PERMANl':NT NON-FADING LABEL INDICATING STATION NUMBE:R or VALVE CONTROLLE:P. ATTACH LABE:L TO CONTROL WIF:E. 3.011 BACKFlLLING. A. BACKFILLING -PO NOT llfGN BACKl'"ILLNG OPfll:ATIONS l..NTIL RfQUl'tC:D SYSTC:M TE&TS HAVE 6c:t:N COMPLETED. LEAVE TIIIENCHEE, 5UCHTL Y MOUNDED TO ALLOW FOR &ETTLEMENT AfTER BACKFIU.ING IS CoMrLETEO. TRENCHES SHALL BE FINl5H GRADE:P PRIOfi! TO WAILK-THROUGH OF 5Y&TEM BY LANDSCAPE ARCHITECT. 1. MATE:RIALS -EXCAVATr:P MATEl':IAL IS GENERALL T CONSIDERED SATl5FACTOl<T fOR BACKFILL PURPOSfS AFTER COMPLf'.TING BEDDING l'i:l:QU~EMENTS. IIACKFILL MATERIAL !'>HALL tsr: FREE Of RUBCIISH. Vl:GETAl'ILE MATTER. ffi!OZEN MATERIAL&. AND STONES ~ARC.ER THAT 2 INCHE5 IN MAXIMUM PIMEN&ION. PO NOT MIX 5UBSOIL WtTH TOP&OIL. MATERIAL NOT SUITAtlLE FOR BACKFILL 5HALL BE: HAULED AWAT. CONTRACTOR SHALL PROVIDE SUITAl:ILE l'IACKflLL IF EXCAVATED MATEll:IAL 15 UNACCEPTAIILE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL. COMPACTION. AND FINAL GRAPE REQUlli:EMrNT5. 2. OPEN EXCAVATIONS SHALL BE PROTE:CTEP IN ACCOl':DANCE WITH 0511A RE:GULATIONS. 3. COMPACT BACKr"I~~ TO '10% MAXIMUM DENSITY IN ,;;· LIFT!'>. OfTr:RMINt:P IN ACCORDANCE: WITH A5TM 0155-7 UTILIZING THE roLLOWNC. METHODS• A. MECHANICAL TAMPING . ts. PUDDLING OR PONDING. PUDDLING OR PONPNG AND/OR J!':TTNC. IE, !I. l"ll'ING UNPC:R P"AVING.• 1. PROVIDE FOR A MINll1JM COVEfi! Of 24 INCHES !IETWE:EN THI': TOP Of THI': Pll't'. AND THE BOTTOM Of THE AC.GRl'.GATC: IIASE FOR ALL PRESSURE AND NON PRESSUFIE PIPINC. INSTALLED UNDER ASPHAL TIC CONC!:ETC: OR CONCRETE PAVNC.. 2. PIPING. LOCATED UNPEfi! AREA!> WHE:Rt: ASPHALT OR CONCRfTf PAVING Wl.L llE INSTALLED 5HALL BE BEDDED WITH CONSTJ:UCTION GRAPE SAND OR SQUEE:GEE CA LAYER ,;, INCHl':S tlELOW PIPE: AND -4 INCHf5 ABOVE Pll'D. 3. COMPACT BACKflLL MATERIAL IN ,;, INCH LIFTS AT '15% MAXIMUM DENSITY PETERMNED IN ACGOl'!PANCE WtTH A5TM 01557 USING MANUAL 01'( MECHANICAL TAMPING DEVICES. 4. 5ET IN PLACL CAP. AND PRESSUfi!E TEST ALL PIPING UNDER PAVING. IN PRE&ENCE or OWNER PRIOR TO BACKFILLING AND PAVING OPfRATIONS. ,. PIPING UNDER E:XISTING WALKS OR CONCRETE PAVl':MC:NT 5HALL BE PONE !IT JACKING. BORING. OR HYDRAULIC PRIVINC.. !IUT WHE:RE CUTTING OR 151'tEAKINC Of WALKS ANO/OR CONCRETE IS NE:CESSARY. IT !'>HALL !ll'. OONC: AND REPLACffi AT NO COST TO OWNER. OBTAIN PE:RMl5SION AND PRIOR APPfi!OVAL TO CUT OR lll'(EAK WALK5 ANP/01<! CONCRETE ffi!OM OWNER. 3.oq 15U!!!ILf'1. HC:AP5 3.10 A. THOROUGHLY fLUSH LINt:S !IC:roRE NSTALLING HEAPS. B. LOCATE HEAP!'> A5 SHOWN IN THE CONTRACT DOCUMENT!'> AND PfTAILS NO CLOSER THAN 12" TO !lUILDING5. C. ADJU5T IIUfll'lLER HEAPS FOR PROPER DISTRIBUTION. D. PLANT PLACE:ME:NT SHALL NOT INTERFERC' WITH INTENDED l!IU6!!Ll:'.fi! COVERACt:. PIPING. Of'! OTHER EQUIPMENT. CONSULTANT MAY REQUC:ST TESTS A. B. C. D. NOZZLE CHANGES OR ADJU&TMfNT& WITHOUT ADDITIONAL COST& TO THI': OWNr:R. NOTIFY U.NP5CAPf ARCHITECT AT LC:AST 411 HOURS IN ADVANCE or TESTING. PE:RFORM TESTING AT CONTRACTORS OWN EXPENSC:. CENTER LOAD PIPING WITH &MALL AMOUNT Of BACKFLL TO Pfi!C:VfNT ARCHING 011: SLIPPING LINDEi: PRE:55URE. NO flTTINC. SHALL CIC: COVEl':ED. fLU&HING -AFTER PIPING. RISERS. AND VALVE!'> Ali:E IN PLACE AND CONNECTfP. IIUT PRIOR TO IN&TALLATION Of &PRINKLE:R HEADS. THOROUGHLY fLU5H PIPING &Y&TEM UNDER FULL HEAP OF WATr:R PRESSURE FROM PEAD END FITTINGS. MAINTAIN fLU&HING FOR 5 MN.ITES THROUc.tt rui:THE;:MO&T VALi/ts. CAP 11(15ER5 Af"TD( FLUSHING. APPLY THE FOLLOWING TE:STS AFTER 50LVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEA& T 24 HOUl:S. TE&TINC. -CONDUCT TE5T5 IN PRfSfNCE OF LANPSCAPC: Afi!CHtTt:CT. Alitl'i:ANG!': roit PRE5ENCE Of U.NPSCAPE ARCHITECT 4B HOURS N ADVANCE or TESTING. 5UPPL Y FORCE PU'1P AND ALL OTHEfi! TfST EQUIPME:NT. 1. AFTER BACKFILLING. AND IN5TALLATION Of ALL CONTROL VALVE5, FlLL IN PRE&ENCE or LANDSCAPE ARCHITECT WITH WATER. AND PRfSSIJRIZE TO 40 P,S.L OVER THE DE51C.NATED STATIC Pfi!ESSURI': OR 125 P.S.I .. WHICHC:VfR IS G.RE:ATER. I' OR A PERIOD OF ,;, HOURS. 2. LEAKAGE. PRE5Sllli:E LO&S -TC:5T IS ACCEPTAl!ILE IF NO Ll':AKAGE OR LOSS Of PRESSIJRE: 15 EVIDENT PURING TEST Pr:RIOP. 3. LEAK& -oe:rr:cT AND RE:PAIR LC:AKS. 4. Rt:TEST &YSTEM UNTIL TEST PRESSIJRI: CAN !IC: MAINTANr:P ro,i: PUll:ATION or TE5T. !'l. TE5T REMOTELY CONTROLLED LATERAL LINE!', WITH WATr:R AT 100 r.s.1. fOI! 2 HOURS AND VISUALLY IN&PECT FOR LEAK!'>. 1".EffST AfTE:R CORRECTNC DEl'"t:CTS. 3.11 AP.lJS TNG A. UPON COMPLETION Of' INSTALLATION .• flNE-TUNE:' l':NTll':f SYSTEM llY REGLLATINC VALVES. ADJUSTING PATTERN!'> AND lll'(EAK-1.JP ARM&/SCRl'WS. AND 5ETTING Pfi!ESSURE l<E:PUCING VALVES AT PROPl:R PRf5SURE TO PROVIPC: OPTIMUM AND E:FFICIENT COVERAGE:. FLUSH ANO ADJUST ALL SPRINKLl':R Ht:APS FOR OPTIMUM PEfi!fORMANCE AND TO PREVDIT OVE:RSPRAY ONTO WALK&. ROADWAYS. ANO BUILrlNC.5. HEADS Of" THE SAME TYPE SHALL llE OPE:RATING AT &AME: PRESSLIRC:. !!. If IT IS DETERMINED ll1AT IRRIGATION APJU5TMENT5 WILL PROVIDE Pfi!OPER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTME:NTS Pfi!IOI'( TO NOTICE or COMPLETION. AT NO ADDITIONAL C05T TO OWNER. APJUSTMtNTS MAY AL50 INCLUDE CHANC.E:S IN NOZZLE SIZE&. DE:C.RE:ES OF ARC. AND CONTROL VALVE THROTTUNC.. C. ALL SPRINKLE:R HC:AO& !>HALL BE 5ET Fc:RPENDICULAR TO FINl5H Gl!ADE UNLE&S OTHEl'IWISE PE:51GNATC:P. D. AREAS WHICH PO NOT CONFORM TO OE51GNATEP OPl'.RATION 111':QUIREMDITS PUE TO UNAUTHORIZl:P CHANGES OR POOR INSTALLATION PRACTICE!'> !'>HALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWINE:R. 3.12 CLEANNG A. MAINTAIN CONTINUOUS CLEANINC. OPERATION THROUGHOUT WORK. PISPO&f: OF. Off-SITE AT Lt:C.AL DISPOSAL SITE: AND AT NO APrlTIONAL C05T TO OWNfl!. ALL Tf<A5H OR DEBl:15 G.E:NE:RATEP 13'( IN&TALLATION or lfi!RICATION SYSTE:M. -r:NO or SECTION- Revisions 1 Date: 8/4198 I. CONTROL VALVE ON EACH AND E\IERT LEG Of" l'RES5Llli:E SUPPLY LINt:. LAEIEL SPA;:E WIRE& AT CONTJ:OLLE:R AND WIRE !'>TUB BOX. CARLSBAD MUNICIPAL WATER DISTRI 3.07 AUTOMATIC CONTROLLER A. PROVIDE AND IN5TALL AUTOMATIC IRRIGATION CONTROLLr:R IN APl'litOXNATt' Sheet LOCATION& SHOWN IN CONTRACT DOCUMENT!'>. Vt:Rlt'Y THE EXACT LOCATION ON 25 ENGINEERING DEPARTMENT THE SITE WITH THE LANDSCArc: Al'l:CHITECT. PROVIDE: CONDUIT AND Wll'l:E AND s CONNECT TO 12.0 VOLT !'>WITCH CPOWEl't !IT OTHERS) ACCES&l!lLE: TO CONTROLLER FOR EASE Of MAINTENANCE. KNOTS LANE SE'w'ER LIFT STATION IRRIGATION SFECIFICA Tl DISTRICT APPROVED CHANGES BENCHMARK Description Annro\led Date AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA /1\ »-'I) /()./.= DESIGNATION: •. O.C. 0147 ( ~ 1'1 ,...... 28176 DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ✓.::M,::t& ~ Q--~as ABUTMENT OF E. BR. District Engineer; W"TI:i"AM E. PLUMMER RCE Date ELEVATION: .••..• 50.558 M.S.I. REGISTRATlCN EXPIRES 3-31-98. /J-U-9.9 LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD STATE PARK 40' E. OF CL OF N. BOUND Drwn.: MS/PK CMWD 97-402 Date CARLSBAD BLVD. ON PONTO BR. No. A7882 Checked: DWG NO. 357-5B ATE heet _-1 CT 28 1eets :)NS --&JR _, ., ~m•a l Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E I II I i I I I I IRRIGATION NOTES• 1. CONTRACTOR 5HALL REVIEW IRRIGATION SPECll'ICATIONS PRIOR TO BEGINNING WOll:K. REFER TO TECHNICAL SPECIFICATION$ AND CONSTRUCTION DETAILS FOR INSTALLATION F'is:OCEDU~S- 2. CONTRACTOR SHALL 6E Rt5f'ONSl6LE FOR COORDINATING HIS WORK WITH OTHER TRADES. 3. CONTRACTOI<! SHALL CHECK AND VEl<!IFY ALL EXISTING SITE CONDITIONS. UTILITIES. AND SERVICES PRIOR TO TRENCHING. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. IRRIGATION LEGEND• &ymlool Menuf11cture Model # Der.crlptlon I-,. Rein Bird 1404 F're1>&11re Compens11tlng 6ubloler on shrub riser ~ Rt1ln fllrd Pm Serles t' Remote Control Vl!llve G.P .M. l':21dlus Arc 1.0 4. CONTRACTOR &HALL VERIFY STATIC WATER PRESSURE Of 120 P.S.I.. M King Bro•. BTU Serles Line sl:zce true union 1:>t1II VlllVe METER. MAIN LOCATION$. 5IZfS. ETC. PRIOR TO BEGINNING WORK. NOTIFY OWNER·s REPRtSENTATIVE OF ANY DISCRtPANCIES. 5. CONTRACTOII: SHALL 6E RESF'ON516LE FOR OBTAINJNG PLUMBING PE:RMIT AND ALL NfCtS&ARY PERMIT& PRIOR TO COMMENCING INSTALLATION. G. IT 15 INTENDED THAT THE CONTRACTOR SHALL l'l&TALL SY&TE:M& THAT ARf COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY. 7. ALL WORK $HALL llE INSTALLED IN ACCORDANCE WITH THE Rl:QUIREMtNT& OF THE GOVERNING AGENCIES. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXl&TING CONDfflONS PRIOR TO BIDDING PROJECT. q. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND OTHER IRRIGATION EQUIPMENT SHALL 6E LOCATED IN PLANTING AREAco. AND WITHIN THE ~&PEGTIVE PROPE:RTIE&. 10. POINTS Of CONNECTION SHALL BE: AS SHOWN ON PLANS. 13. IN&TALL ONLY ONE REMOTE CONTROL VALVE PER VALVE BOX. GROUf' TOGETHER. PARALLEL TO EACH OTHER WHERE EVfl<! PO&Sl6LE. 60XES SHALL BE: SE:T 2· A60VE FINl&H Gl':ADt IN SHP:lfil AND GROUNDCOVEI": Al":EA5. 1" IN LAWN AREA&. .. ® R21ln fllrd ® fef:>co ~ R21In1:>Ird @ wcs [ill Wi,ter Meter P.O.C. with eHp end&. 44 LRC Quick Coupling V11ive 825YA .3/ 4 • Reduced Pr.,r.&ure Eleckflow Prevenur with WIik.ens 500 eerie& pressure regul21tor ESP-4 Outdoor Well Mounted Electric Controller R!llngu21rd R.eln &hut-off device lnstell on out&lde w21II per menufllcturer. recommendlltlon& Existing 1 • W21ter Meter -verify loc21tlon per per Engineer·• Plen" Point of crcnnectlon et some.,tlc ~• W21ter Line -verify ocetlon per nglneer·" li,ns 14. CONTl":ACTOR SHALL BE P:E&PON$IBLt FOR &LE:EVES AND GHASl'.5 UNDER PAVING. THROUGH WALLS. ETC .. UNLESS OTHE!<!WISE NOTED. V"lcon ADV Anti Dr!lln Velve (see note") 15. ALL Pf'ING UNDER tXl&TING OR FUTURE PAVING 5/tALL l';\f: INSTALLED Pl":IOR TO PAVING OR REPAVING. INSTALL IN SCHEDULE 40 PVC SLEEVES 2x PIPE: DIAMETEI":. AND EXTEND 2· OUT&IDE E:DGE Of PAVING. NO TEES. ELL&. OP: OTHEI": TURNS IN PIPING SHALL BE LOCATED UNDER PAVING UNLESS PLANS NOTE OTHERWISE. 1G. CONTRACTOR &HALL ADJUST ALL IRRIGATION HEAD& TO FULLY COVER ALL PLANTING Al':EAS. 17. FLUSH ALL PIPE GLEAN PRIOR TO INSTALLIJIIG IRll:IGATION HEAD&. 18. IN&TALL ANTI-DRAIN VALVE'S ON LOWE&T TI1REt HEADS Of EACH LATERAL. A& FIELD CONDITIONS DICTATE AND/OR F'LAN5 IN&TRUCT TO PREVE:NT LOW HEAD DRAINAGE. 1q. ALL BUBllLER IRRIGATION MUST llE FULLY IN&TALLED AND OPERATIONAL PRIOR TO IN&TALLATION OF PLANT MATERIAL. 20. CONTRACTOR SHALL ADJU&T F'RES5URE REGULATOR TO ENSURE PROP!:.: DESIGN PRf5&URE AT THE FURTHl::5T HEAD ON THE 5Y&TEM. 21. ALL ENDS OF RUNS Of PVC PIPING ARE TO Elf .3/4" UNLESS NOTED OTHERWISE. .,,----15 .,.....,,_..,..-...,...,-( .. ,) ,,-'-----1.G @WALL MOUNT CONTROLLER b I .., ----Lti&CO Schedule 40 1 1/2 • end smeller PVC pressure melnllne, or equtil ln&tllll 1e,· l:>elow gr,:ide Clll&o. 200 .3/ 4. lllld lllrger PVC leterlll line. ln&tall 16" below gr,1de Schedule 40 1/2" PVC l,1terel line. ln .. tell 16 • below gri,de Schedule 40 PVC sleeve under pi,vement (2 x I .. ten,J pipe dlemeter) Exl&tlng pre••ure et point of connection 120 P.5.1. Relnblrd hei,d der.19n working preooure 30 P.S.I. LEGEND• Q) fl'llst1 l'LOOR Controller/St11tIon Number f--r-' Gllllon& Per Minute (G,.f'.M.) @ 120-VOL T POWl::R &UPPL Y WIRES IN CONDUIT. CONDUIT AND SEP:VICE BY OTHER&. HOOK-UP 6Y IRRIGATION CONTRACTOR @ JJNCTION BOX © WALL MOUNTED AUTOMATIC CONTP:OLLEI': SECURE TO WALL WITH LAG OR WOOD SCREW$ AND MOUNTING 6RACKE:T5 @) KEY LOCK BOX @) GALVANIZE:D STEEL CONDUIT -2 1/2· (j) SWEEP tLL -2 1/2" @) DIRECT BUP:IAL CONTROL Wll':f& TO CONTROL VALVE& Non:, 1. INSTALL ALL WIRING PEii: LOCAL coot 2. IN5TALL CONTROLLER PER MANUf•e, R1:G·5 2>. GOOP:DINA TE IN& T ALLA Tl ON OF ALL $LEEVE5. CONDUIT. ANJD W/1':E. -..r _,,_ ,II, Det21II f C f D 6 A • ...................... . . . . . . . - -. . . . . . . . . -. . ' . . ' ' . . . . . . ' . . ' ' ' . . . . ~ """ :z 'i • ru - • LEGEND (D CONCRETE THRUST BLOCK -1 C.F. @ PVC MAINLINE 18' DEPTH '2) PVC F"EMALE ADAPTER (!) BRASS NIPPLE @ BRASS ELL @ Q) ® FINISHED GRADE CONCRETE PAVING 4' NOM. 12' CLEAR ALL SIDES TYP. PRESSURE REGULATOR AS SPECIFIED ON PLANS @) BRASS RISER @ REDUCED PRESSURE ASSEMBLY MODEUI PER IRRIGATION PLAN INSTALL 12' PER MANUFAC. REC'S, NOTES• A, ALL VALVES, FITTINGS &. PIPES SHOYN ARE TO BE LINE SIZED EXCEPT w'HERE INDICATED, B, INSTALLATION SPECIFICATIONS SH□YN ARE SCHEMATIC AND DO NOT SUPERCEDE OR REPLACE ANY CITY OR STATE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FDR MEETING ALL APPLICABLE CODES. C, ALL THREADED CONNECTIONS SHALL BE SEALED w'ITH OVERLAPPING TURNS OF TEFLON TAPE SUFFICIENT TD PREVENT LEAKAGE, BACKFLOW ASSEMBLY PLANS BY DESIGNED CHECKED DELINEATED 1' ---_,..\. ____ -J -~--~-:: :. IRRIGATION PLAN ~~ ,[m 11--w-·. 9 -ll:F" ~ r® 1 15 NOTE• 1. ALL THREADED P1Pt CONNtCTIONS WILL !IE S!':ALE:D WITH OVERLAPPING WRAP& OF TEFLON TAPE A& REQUIRED TO PREVENT LEAKAGE. 14 2. WIRE CONNECTOl<:S WILL 6E K.B."ONE-STEP· PRE-FILLED TAN) OR EQUAL. .3. DIRECT BUP:IAL COMMON AND CONTROL WIRE!:'> WILL l'E COILED TO PROVIDE 12· EXPANSION COILS INSIDE VALVE !'OX. I I I I I I I I 7 , ~ v3/4' L,- 1 ' ;, ._.u.-----1 /t ' , '7 .__ -- 1> ' NOTE&• © e> ® ® ~ @ @ @ 1-1/2" P.V.C LATERAL LINE PER LEGEND. P.V.C. MALE ADAPTER. UPSIZE FROM VALVE TO LATEl':AL &CH. 00 P.V.C. UNION CTXT) 0-RING TYPE LA&CO OR EQUAL 3· SCH.BO P.V.C. NIPPLE: WATERPROOF WIRE CONNECTOR5 PER NOTE5 REMOTE CONTROL ELECTP:IC VALVE PER LEGEND LARGE RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID + R.C.V. HEAT BRANDED INTO TOP FINISH GRADE ALLOW 2· F 01": MULCH IN SHRUB lll:D& SCH.BO P.V.C. NIPPLE SCH.BO l"fMALE ADAPTER CTX&) SCH.40 PV.C. PIPE &CH.40 P.V.C. ELL C5XS) SCH.40 P.V .C. TEE MAINLINE SCH.40 P.V .C. MAINLINE CSXSXS) PE:R LEGEND 24 VOLT Dlfi:ECT BU~AL WIRES FROM CONTROLLER. Pf:R LEGEND. 1 CU6IC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX ©--'R_E_M_O_TE_C_O_N_T;.....R_O_L_VA_L V_E ____ N_o_sc_AL_E ____ _ Revisions 1 Date: 8/4/98 DATE 7 I I I I I I I I I I Sheet L-2 §.CJHffi,1[IDjJ DJE§!GN GROUP CARLSBAD MUNICIPAL WATER C !STRICT • Landscape Architecture • HobitQt Restoration • Planning Schmidt Design Group, Inc. 2655 Fourth Avenue San Diego, California 92103 CA License 2138 Phone: (619) 236-1462 Fax: (619) 236-8792 GRAPHIC SCALE a· ta' 20' 30" --- ., • ............ SCALD t•= 10•-a• ......._ 40" -fa!GNAT\W.t T 10-31-98 _.,,, N Iii.. NOLTE and ASSOCIATES ..,:..J/IPK a.. Engineers / Planners / Surveyor: MS/!PK S4MI IIEHl4Y 'tl.LA 111.,IITE D. SAN DECO, l'A 1212:5 (Ill) f7&-W2 DATE: EllmNEER Of W0RIO 08/1fi/98 .,. "" --.,..,_a=Tp.-.D,i&"'"""'Eii,......,li.C.,..,<.-,21>11=-,(!0..,.r. S:3_:;.,-oo),.,,,,------.Dn.it.----l APPROVED RECORD DRAWINGS .Afl4.' '('~, +-:--28176 ll•3o-9fl District Engineer; ILLIA E. PLUMMER RCE Date REGISTRATION EXPIRES 3-31-98. DISTRICT APPROVED CHANGES BENCHMARK 1-,,,.j.-..,,.,~,,..-==,:;.D;=.e:::.:scccr,:,,io~tlc,:o"-n -----..+-'-A!t:, r.1'-'...:n,ro:.,v_::;ed~_D,;,,a,o;t~eH AGENCY: .......... NOR TH COLIN TY VERTICAL CONTROL DAT A l"'t~l'-+-""~""~'t:-Oll~f)~t1,~lf.~'l/=1U,~'M~i::~--------+------rlO~·~l·~9~9--1 DESIGNATION: .. 0.C. 014 7 l-+----------------t----t----1 DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. 1----1---------------t----1-------t ELEVATION: ...... 50.558 M.S.I . 1---+--------------------1----1 LOCATION: ........ APPROX . .300' S. OF S. ENTRY TO CARLSBAD STATE PARK 40' E. OF CL OF N. BOUND CARLSBAD BLVD. ON PONTO BR. No. A78B2 Sheet 26 ENGINEERING DEPARTMEN r KNOTS LANE SE'w'ER LIFT ST ATI □I IRRIGATION PLAN District Engineer. Drwn.: MS/PK Checked: 28176 WILLIAM E. PLUMMER RCI REGISTRATION EXPIRES 3-31-98 . CMWD 97-402 DWG NO. 357-5B . I 28 Sheets I • g • t " ~ i I ~I Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E &CJH[M]!]Dff DESIGN GJROUJP • Landscape Architecture • Habit9t Restoration • Planning Schmidt Design Group, Inc. 2655 Fourth Avenue Son Diego, California 92103 CA License 2138 Phone: (619) 236-1462 Fax: (619) 236-8792 PLANS BY CATE DESIGNED CHECKED DELINEA 11::D l"t.ANTING ~Clf'ICA TION5 PART I GENERAL 1.01 GENERAL REQl.RtMfNT5 1.11 CL[AN-UP 1.o;z 1.03 1.04 1,0GI A. CONTIMCTOI<: 5HAIJ. V/5/T THf 51Tf TO tlfCOMf: fAl'ILIA1' WITH fXl5TINC CONOITION5 AND 5ITf i<:l".5Tlt!CTION5. B. CONTRACTOR 5HAIJ. Df:TC:li:MINf THE LOCATION ANO DEPTH or ALL &IT!': UTLITIE5. ANY UTILITY OR GRADING INFORMATION PRO\IIDED ON THf OONT/1:ACT DOCUMfNT!:> I!:> fOR 111E CONTRACTOR"5 REFERENCE. THEf:E 15 NO CLIAi<:ANTEf.' AS TO THE ACCURACY Of THE INfORMATION. CONTRACTOR 5HALL LOCATE AND vrnFY UTILITY LOGATION5 TO Hl5 5ATl5FACTION. . C. CONTRACTOI<: 5HAll BE 1-JELD li:1'.5PON51BLE: f011 ALL RfPAl'lS MADt: NfCfSSAJtY !IY THE NEGLIGENCE OF Hl5 CREW5. O. THE GENERAL AND SPECIAL CONDITIONS AND NOTE5 OF THE CONT!i:ACT APPLY TO THE WORK OF THl5 SECTION THE 5AME AS THOUGH wi;:tTTEN HEREIN. f. THf: LANDSCAPE ARCHITECT SHALL BE NOTlflr:D PRIOR TO flEaNNING WORK A5 TO ANY D15CREPANCIES BE:TWffN THI: RECOMME:NDATION5 ON ntE CONTRACT DOCUMENT5 AND THE SITE CONDITION UNDER WHICH WORl'i 15 TO BE PERFORMED. ORDINANCE!;, AND REGULATIONS A. All LOCAL. MUNICIPAL t.ND STATE LAW5 AND li:Ul..f5 -1-li:EGllLATION$ COVfli:NINC 011: RELATING TO ANY PORTION or THl5 WORK ARE HtRr:ll'r INCO!i:PORATfD INTO ANO MADE A PAl<:T or THESE Sl'f:Clf1CATION5 AND THE/Ii! Pi<:OVl510N5 5HALL l'lf CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE 5PECIFICATION5 f>HALL NOT BE CON5Tl'UED TO CONFLICT WITl1 ANY OF THE ABOVE RLLE5. REGULATION!;,, OR REQUREMfNT5 Of THE 5AMC:. HOWEVER. WHfN THE 5PECIFICATION5 AND/OR 0RAWING5 CALL rol'(, OR DE5Cl<:IB( MATERIAL&. WORKMANSHIP OR CONSTRUCTION Of BETTER QUALITY. HIGHEI<: 5TANOARP5 OR A LARGER SIZE. Sl'f:CIFICATIONS AND/OR DRAWINGS $1tALL TAKE PRECEDENCE OVfR THE: 1.:!:QLAl<C"MfNTS Of THE: 5AID i<:ULES AND REGULATIONS. B. CONTJMCTOR 5HALL 06TAl'I PE:RMIT5 AND PAY ALL FEE5 A550CIATED WITH THE: CONSTRUCTION Of THE IMPROVEMENT:,. SCOPE Of WORK A. THE WORK INCLUDE5 Al.I. $fRVICC:5. LA801'!. MATEl':IAL5. l!:Ql...f'M[NT AND TRANSPORTATION NfCf55Al'Y TO PERfORM THE WORK ON TltE CONTRACT DOCUMENTS AND AS &f'E:CJFIED HEREIN AND AS REQUIRED TO COMPLETE THf CONTRACT Pli:OPERLY. 8. 111E CONTRACTOR 5HALL PROTECT THI: WOl<:K, ADJACENT PROPEl'ffY AND THE PUBLIC. AND $HALL BE RE$PON516LE fOR ANY DAMAGI:. INJURY AND L055 DUE TO Hl5 ACT5 DI<: NEGLECT. C. THE CONTRACTOR SHALL $UBMIT UNIT C05T$ TO THC: OWNfli: FOR ADDITIONS OR DELETIONa, TO THE CONTRACT PRAWING5. D. WORK NOT INCLUDED• N.I.C .. BY OTttER5. EXISTING. DE:FINITIONo A. LAND5CAPt: ARCHITECT• QUALIFIED PR0Ft:5510NAL OVl!:li:SC:C:ING CON5T1'UCTION AND INSTALLATION OF ALL LAND5CArt: WORK A5 IOEl'iTlflf:D IN THE: CON5TRUCTION DOCUMl'lil'S. CONTRACTOR SHALL CONTACT OWNER TO A$CEltTAIN NAME OF INDIVIDUAL OR FIRM APPOINTED A5 THE OVEl'(5EEING PARTY. &CHfDULE 01' WORK A. UPON AWAF:.D Of 111E CONTRACT A WORK 5CHEDULE SHALL !IE 5l.llll'ITTED TO THf LANDSCAPE ARCHITECT FOi<: CAl'!!i:'11NG OUT THf WORK. UPON APPROVAL. NO MODlflCA TION5 5HALL BE MADI' TO THIS SCHE:DULE WITHOUT THf WRITTfN APPROVAL Of THE LANDSCAPE MCHITl'CT. !!. flNISH GRADING AND LAND5CAPE IN!:>TALLATION 5C.HEDULE Of WORK SHALL BE PEl<:FOF:.MED DlRINC TH05f PERIOD5 WHl":N WEATHER AND 50IL CONDITION5 ARf SUITABLE. IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. COOl'tOINATION A. CONTi<:ACTOI<: 51-fAIJ. /il!f"PORT TO TH!: LAND5CAPI' MCHITfCT ANY DE\IIATION5 BETWEEN CONSTRUCTION DOCUMENT$. 5PEClflCATIONS. AND TH( SITE. FAILURE: TO DO 50 Pl<:IOR TO THE INSTALLATION Of 111E IMPROV!cMENT5 AND l'!E5ULTING IN REPLAC.ING. AND/OR RELOCATING IMP!i:0Vt::MENT5. SHALL BE AT THE CONTRACTOl'!.5 1":XPEN5E. 8. CARE 511ALL EIE TAKEN TO COOl<:DINATf THE WORK AT ALL Tl'1E5 WITH OTHEII: CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS If> TO IN5!.Rt: AN ORDERLY AND EFFICIENT IN5TALLATION PROCEDUl<:f. AND TO MINll'1Zf C.ONFLICT5 WITH OTHER CON5TRUCTION OPl'"RATION5. 1.12. 1.13 1.14 1.15 UGI A. DUltlNC 111E COUit Sf OF PLANTING OPERATIONS. !'.XCf5S CONSTRUCTION WAS Tf MATERIALS 5HALL Ill: REMOVfD AND DISP05ED or Off-51Tf AT A LtCAL DISPOSAL f>ITC:. e. PRIOR TO NOTICE or COMPLE"TION. 111E tNTIRE LANDSCAPED AREA SHALL BE CLEANED TO THI' f>ATISFACTION Of THE OWN!":R'5 REl'l<:E5ENTATIVE, 51TC: 0!15fRVATIONa, A CONTRACTOl't SHALL GlVE l"ORTY-EIGHT (41!>) HOI.Jl<:5 NOTICE AND Sr:T APPOINTMENT5 FOR ALL SITE 0!15ERVATION5. I!. C. D. 5ITf OB5ERVATION5 IIY THE LAND5CAPE ARCt11TC:CT 5HALL i,f 5CHEDULE0 AS !:>PECIFIED IN THE NOTE5 ON PLAN5 OR A5 DIRECTED BY THE OWNER. Ol'ISERVATION5 5HALL BE CALLl'.P FOR AT THf END Of ALL PLANTING OPl':RATION5 FOi'! THE PURPO$f OF 01':TERMININC COMPLIANCE WITH PLAN$ AND SPECIFICATIONS. INTENT. WORKMAN5MIP. AND CLEANUP. CONTRACTOR 5HAIJ. $ECURE WRITTEN VERIFICATION Of OBSERVATION DATA. AND MAKE ANY COR!i:l:CTION5 REQI.Jf::f:D TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD. IN THf fVENT THE CONTRACTOR li:f:QUE5T5 OB5ERVATloN Of WORI<. AND 5AID WORK 15 INCOMPLETE. THC: CONTRACTOR SHALL BE RE5PONSIBLE FOi<: OBSERVATION C05T5 INCURRED BY THE LAND5CAPE ARCHITECT. rlNAL &!TE 0!15ERVATION AND ACCEPTANCE A. FINAL 51TE 0!15ERVATION Of PLANTING WLL !IE MADI: AT THE CONTRACTOlt$ RfQUC:5T AND UPON COMPLETION or THf MAINTENANCf PERIOD. B. THI' WORK UNDER THIS CONTRACT WILL BE ACCEPTED llT THE LAND5CAPt: ARCHITfCT UPON THE 5ATl$fACTORY COMPLETION or ALL WORK. INCLUDING MAINTfNANCE. BUT EXCLU51Vf Of THE CUAl'!ANTEE Of PLANT MATERIALS. GUARANTEE AND 11fPLACE:ME:NT A. THE CONTRAC TOI'! SHALL CUA!i:ANTfE THAT ALL PLANT5 PLANH:D UNDER THIS CONTRACT SHALL llE IN GOOD. HEAL THY AND fLOURl5HINC CONDITION Of ACTIVE GROWTH AT THE END OF ONE ~OWING YEA!': FROM THI: DATE Of ACCEPTANCE. ALL OTHER PLANT HATERIAL5 5HALL BE GUARANTEED UNTIL FINAL ACCC:PT t.NCE Of THE MAINTENANCE: PC:RIOD B. ALL Df:AD PLANTS AND ALL PLANTS THAT L05[ MORE THAN :307. OF THl'll' ORIGINAL LE:AVE:5. OR A5 DETC:11:Ml'lfl.l BY THE OWNEl<:'S l<:fFRff>ENTATIVE SHALL BE REPLACED WITHOUT COST TO THE OWNER WITt-llN ClO) DAY5 Of NOTICE. C. REPLACEME:NT PLANT MATERIAL AND a>l":EDINC SHALL OE Of COMPARABLE QUALITY ANO SIZE TO THAT WHICH WAS Ol'(IGINALLY IN5TALLED. ALL PLANT MATERIAL Rl'PLACC:0 51-tALL BE GUARANTEED FOR THE ORIGINAL PC:RIOD. STARTING FROM THE DA TE Of RE:PLACEMENT. 5U!IMITTALS A. sui,l'IT Ll5T WITH 50uttCE5 ANO QUANTITIE5 TO LANDSCAPE A1'CltlTECT Of' 50II. AMENDMr-tH5. FERTILIZER5. PLANT MATERIAL!;,, AND MULCH. WITH QUANTITIEa> Of EACH TO BE U5EO ON 111E JO!I. RETAIN AND SUBMIT Rl':CEIPTa> A5 REQUE$TED BY THE LANDSCAPE ARCHITECT. PU!ILIC 5AfETY A. THI' CONTRACTOP! SHALL TAKE ALL 1'1<:ECAUTION5 TO IN5Ull:f THI' 5Al'ITY OF ALL WORKERS. PEDf5Tl'!IAN5 AND ADJACENT PROPERTY IN ACCORDANCE WITH CALlfORIIIA/05HA REQUREMENT5. THE LAND5CAPE Al'!CHITECT AND HIS CON51.LTANT$ DO NOT PRACTICC-01' CON5ULT IN THE FIELD Of SAfc:TY ENGINEERING. WE DO NOT DIRECT 111f CONTRACTOl<:5 OPElitATION5 AND WC: CAN NOT BE RE5PON5I1lLE FOR PE:R50NNEL OTHER TH1'N OUR OWN ON THE 5fTE. THE SAFETY Of OTltER5 15 THE RESPON5IBILITY Of THE CONTRACT0/1:, THE CONTRACTOR 5HALL NOTIFY THE LANDSCAPE" A/1:CHITECT IF HE CON5IDER5 ANY OF THE RECOMMENDED ACTIONS IN TltE CONTRACT DOCUMENTS TO BC: UNSAFE. 1.17 A5-BUILT INfOl<:MATION l"ART 3 -INSTALLATION 3.01 Cl':Nff1AL 1'£:QUlli!fMfNT5 3.02 3.0:3 3.0lo A. INSTALLER MU5T EXAMINf THf SUIIG«ADE. Vfltll'Y THf l'.LEVATION AND Oll5C:l'Vf THE CONDITIONS UNDER WHICH WO~ 15 TO BE PC:RrORME:D. Ir SITE CONDITIONS VAl<:Y FROM TH05E a>HOWN ON THE DRAWINC.5. CONTRAC.TOR 5HALL NOTIFY THE LANDSCAPE: Aii:CHITECT ANO GENERAL CONTRACTOF:. BEFORE COMMENCING WORK. !l. WHEN CONDITIONa, Ol'TRIMENTAL TO PLANT GROWTH ARE ENCOUNTEl'!ED OR roRE5EEN 5UCH A5. BUT NOT LIMIT[!) TO PA\IING, RUBBLE FILL, ENGINt::fRING fill. APVl:R5E DRAINAGE CONDITION5. TOXIC SUBSTANCES OR O!l5TRUCTION5, NOTIFY OWNER.$ 1<:EP!i:f5ENTATIVE BEFORE PLANTING. WffD KILL A, I1'!11:lc.ATI: SITE NORMALI. Y FOR TWO Wft:Kf> TO CERMINATI: WEEDS. APl"l Y CONTACT Hf:RBICIDE Pfl<: MANUF ACTURfl1. !I. WHEN Al.I. WEfD5 HAVE PERISHED AND THf ACTIVC: Pf"IOD or Hl'l'BICIDt: HA5 EXPIRl':D ALL Wl:ED5 SHALL flf COMPLETfL Y TUl1.NED UNDl'R BY PLOWING. ROTOTILLING OR OTHER MEC.HAIIICAL MEANa,. If PE:R5Ia,TENT 11:EPEAT APPLICATION TO A551.Ji<:E ERADICATION. C. ALL HERBICIDE APPLICATIONS SHALL Bf PERfORMl'.D CIY A LICEN51:0 AND CIONO!'.:D OPERATOR. D. APPLY PRE-EMERGENT Hl:RlllCIDt: A5 NOTED UNDl:li! MATERIAL5 AND AT THf RATES A5 a,PEClflED BT THE MANUFACTURE. SOIL PREP Ali:A TION A. 50IL PREPARATION $HALL oc~ NOT MOl'E 111AN 30 DAYS r1t1011: TO PLANTING. ALL PLANTING ARl:A5 WITlt ASPHALT. ENCINffRl'D FILL OR OTHEI<: DfLE:Tf:RIOUa> MATERIAL 5HALL BE THOROUGHLY DUG OUT THIIOIJGH 5Ull-l'JASE MATE~AL AND BACKflLLED WITH TOP SOIL. B. APPLY SOIL AMENDMENT a, RECOMMfNOfD IN a,OIL5 TE5 T. fVl'NL Y AND AT THE 5PECIFIED APPLICATION RAH"5. 5EE CONTRACT DOCUMENTS FOR 5PEClflC RECOMMENDATION5. C. ROTOTILL TOP GI• OF 50IL TO A LOOSE AND flt!ABLE CONf>l5TfNCY. flN1SH G1'ADING A. FIN15H GRADING Al'Tfl<: SOIL rP:fPAll:ATION SHALL f5TAIILISH FINAL n.ow LINl'5 AND GRADIENTS fOF:. UlllfOl<:M WATER DRAINAGE. !I. FINISHED CRADl'.5 SHALL BE SMOOTH. COMf'ACTC:D AND FREE F"ROM IRfi!fCLLAR CHANCl:5. 5WALf5 $HALL Rl:ADLY DF:.AIN AND 81' FRC-f or LUMP5 OR HOLLOW5. ALL PLANTING BED5 SHALL DRAIN REGULARLY A5 NOTtll ON THE CON$ TRUC TION POCUME:NT5 OR AT A MINIMUM OF Z7.. AWAY Fli:OM BULDING5. WALL5 AND TOWARD ROADWAY5. Dl<:AIN5 AND CATCH BA5N$. C. l"INl$HED GRADES SHALL BE: A MINIMUM OF z• BELOW IN SHRUB BED5. WHERE PAVEMENT OB5TRUCT5 FLOW. CONTRACT 111E OWNER FOR OIF:.ECTION. LAYOUT A, LAYOUT Of ALL 5HRU!1$ ANO OTHER LANDSCAPE fLfMfNT5 SHALL !If STAKfD OY THt CONT!'ACTOR IN THE: FIELD FOF:. APPROVAL BY THE LANDSCAPE ARCHITl'CT PRIOR TO INSTALLATION. 15. PLANT ARl':ANCEMt:NT$ ARE SHOWN ON Dl'!AWING5. HOWEVER. flNAL LOCATION AND/OR Oli:IENTATION Of ANY OR ALL PLANTS 5HALL BE AS Dll'!ECTED BY THC: LAND$CAPE ARCHITECT . CONTl<:ACTOR $HALL MAKE ANY CHANGE$ IN LOCATION5 Of PROP05C:D PLANTING. A5 MAY BE REQl.Jlli:ED. WITHOUT ADDITIONAL COa,T TO THI' OWNER. C. PRIOR TO PLANTING. CONTRACTOI<: SHALL 5LRVC:Y 5ITE FOR POTENTIAL l"t.ANT MATE:l'!IAL CONfLICT5. POTENTIAL CONFLICTS INCLUDE, CIUT ARE NOT LIMITl'D TO PLANT MATE!i:IAL 065 TRLICTION5 TO 5IGN5. ROOf OVERHANC5. PEDE& TRIAN AND VEHICULAR TRAFFIC. Al-ID 5l0Pf/LEVEL ARfA5 WHICH DIFFER IN E:LEVATION OF CONFIGURATION Fli:OM EXISTING 51TE PLANTING CONDITIONS. EXCAVATION Of PLANTNC PITS AND BEDS A. ALL EXCAVATED HOLES 5HALL HAVE 11:0UGHENED 5URfACE5. NOT GLAZED. B. C. AND SHALL BE or THE MINIMUM 51ZE5 INDICATED ON D11AWINC5. LINDEii: NO CIRCUMSTANCES 5HALL ANY PLANT PIT Olit BC:D li:!:MAN onN OVERNIGHT I.JNLE5S IT 15 PROPERLY CIAf,!l'!ICADED. 3.10 3.11 3.12. c. IT 5HALL !Ir: THr: llttSPON510ILITY or THE CONTl'ACTOR TO MAKE THf: ENTl!i:E 1"1.ANTINC Al'!fA SM00111 AND EVEN. TO INSURC: 111AT FINISH GRADES SHALL Bf 1 INCH BELOW THE 51.Ji<:FACf: OF WALLS. CURl'Ja, ANO PAVl'D AREA5. ANO IN ALL CASE:$ WITHOUT AORLPT CHANCES IN GRADIENT. THE GIWUND 5Ul'F ACC: 5HALL Of REVIEWfD flY THf LANO SCAPE A!i:CHITEC T PRIOII: TO SEEDING TO DETERMINE $UITAllLITY FOR PLANTING. THE CONTRACTOR SHALL OIHAIN 5UClt APl'l<:OVAL BE:fORE l'l'!OCff:DING. HYD!i:051!:fDINC -Ol'IT 5C:CTION MAINTfNANCI!: /f5TA8Ll$HMt:NT f'flt!OD A. THE ENT111f Pli!OJECT 5/tALL E!E MAINTAINEJl ro,;: 111E TIMt A $ 5Pf:ClrlED ON l'I.AN$. C.OMMENCINC fi;:OM THE TIME ALL IRRIGATION AND LAND5CAP E WORK HAS BEEN COMPLETED. OD5ERVtD BY THE LANDa,CAPE Al<:C.HITECT . AND WRITTEN NOTICE OF COMPLe:TION PROVIDED. THE CONTRACTO!i: SHALL MAINTAIN THE LAN05CAPC: CIAL Pli:OVl&IONS AND TO ACCORDING TO THE fOl<:GOING Afi1Tlc.Lf$ AND Of THE 5PE THE 5ATISfACTION OF THE OWNER. l'I. CONTRACT OR 51-fAlL CONTNIJOU5L Y MAINTAIN ALL AREAf> IN CLUDf:D IM Tltt CONTRACT DOCI..MfNT$ DUltlNC THE PROGRE55 Of THE W 01<:l'i. THROUGH Tlif MAINTENANCE ~ERIOD. AND UNTIL NOTICE Of COMPLETION. c. MAINTENANCE OF PLANTED AREA5 SHALL INCLUDE. IIUT NOT BE LIMITED TO WATtruNG. PRUl'tNC. fR05I0N REPAIR. WEl'D CONTROL. CULT IVATINC. MULC.HING. 5Pl'!A YING. AND 1<:fl'LACE:MENT OF SICK. DEAD DI<: N. MOWING. DEBRIS DAMAGED PLANT$ TO PROPER GRADES OR UPRIGHT P051TIO REMOVAL. AND ALL OTHER CARE NfCE5SAl'!Y FOR PROPER GROWTH AND APPEMANCC: Of THE PLANTS. o. DAMAGE RE5U.TINC FROM GU.LIES, WA5HOUTS. OR OTHER 0:0SION SHALL OE: REPAIRED BY F1LLNC AND TAMPING. RE FERTILIZING. ANO REPLANTING BY THE CONTRACTOR AT Hl5 EXPEN5E: IF 5UCH TO ACCEPTANCf Of WORI\ IJNDEI'! THIS CONTRACT. DAMACC: OC.CLR5 P~OR r:. ALL SHRUB$ SHALL BE MAINTAINED IN THeR NA TUl'!AL 5HAP 1'5. TALL OR SCRAGGLY BRANCHE5 5HALL Ill': THINNEP OUT WHEl'!E ME:CE55ART. IN NO CA5t SHALL SHRUB& BE TRIMMED llT HEADINC OR $HEARING. ANY FLANT5 SEVERtL Y PRUNED IN THIS MANNfR SHALL flE Rl'MOVt::D ANO RfPLACfD AT CONTRACTOR.5 r::XPfN5E. AKNE5S OR r. DURING THE MAINTENANCE PERIOP. ANY PLANT INDICATING WE PROflAl'llLITY Of DYING. 01i: HAVE L05T MORE THAN 307. 0 f LEAVES f>HALL BE REPLACED !IY THE CONTRACTOR AT HI$ OWN EXPl'Na,f_ c.. CON5TANT DILIGENCE 5HALL BE MAINTAINED FOR THE ADvr:N T OF Dl5fASE. IN5ECT5. AND/OR i<:OOENT INrESTATION5 AND PROPEi' PRE VENTATIVE OR CONTltOL MEA5URI:~ TAKEN. It. ALL WALKS. C!Mf.15. AND GUTTERS 511ALL BE KEPT CLEAR Of DfBRl5. MUD. PU5T. AND 5 TANDING WATER BY $WEEPING AND MOPPING A5 li:f:Q IJRED TO MAIi-iT AN CLtANLINE55 Ttti<:OUGHOL/T. I. DU~NC. THE MAINTENANCE PC:i<:IOD ALL AREA 5 INCLUDED IN THE CONTRACT 5HALL II[ CLEAN ANO FREE Of Dl'BRl5 ANO WEE:D5. ALL PLANT MA TE RIAL5 SHALL BE LIVf. HEAL THY. AND fREE OF INFE5TATION. If ANY ITEM OR PORTION or T HE CONTl<:ACT WORK 15 NOT f Of FINAL IN5rEC TION. ACCEPTABLE TO THE OWNER'S REP!i:f!:>ENTAnvE AT THE TIM CONTRACTOR 5HALL BE REQUIRED TO MAINTAIN ALL AREA$ INCLUDED IN THE C.ONTRACT FOR ANY ADDITIONAL Ptii:IOD Of TIME AS MAY !IE REQUIRED TO REPAII'! DEFl'C TIVI: ITEM 01<: PORTION. J. SETTLING OF MULCHED ARfA5 AND fP:OSION Of' MULCH WIT HIN THE MAINTENANCI: PElslOD SHALL BE 5UPPLEMENTf0 WITH ADDITIONAL MULCH AT THf CONTRACTOR!;, EXPENSE TO MEET THE DEPTH AND COVERAGE SPECIFIED. K. 5ETTLINC OF Ai<:fAS WHICH CAUSE:$ WATER TO PONO OR INTl'Ri<:IJPT DRAINAGE FLOW$ SHALL BE RtPAIRED TO MAINTAIN P05ITIVE DRAINAGE Wl'ITTfN NOTICE A. AT THE END or THE 5PEClf'IED l:5TAet.lSHMENT PERIOD, TH f: CONTRACTOlt $HALL PRE5ENT WRITTEN NOTICE TO THE: LANDSCAPE ARCHITECT AND OWNER. THAT HE HAS COMPLETED THC: RfQ~ED MAINTENANCf AND 51.J!lMIT THE R!':COF:.D Di<!AWl'lC5. FUl1.THfl<: MAINTE:NANCE Will EiC: THE: Rt:5P0Nf>11311. ITY Of THE: OWNfl<:. 1.07 5TANDAl't05 A. A 5ET Of CONTRACT Dl<:AWINC5 THAT AF«: VfRIFIED l'Y THE: CONTltACTOR TO !IE AN 'APP!i:OVED 5ET· Of THE COVERIIINC AGENCY SHALL Bf: KEPT AT THE 5/TE OFflCE DURING CONSTRUCTION. ALL WOl!.K THAT 15 INSTALLED 5HALL BE REVIC:WED FOR CONFORM1'NCI' WITH THC: PLANS. If NEW WOl'!K 01<: WOl'(K A$ 5HOWN ON 1111: PLAN5 15 DIFFERENT. THE CONTRACTOR 51-tALL NOTE THE IN5TALLATION ON THE RECORD DRAWINGS. THE MARKED Dl'!AWING$ SHALL BE Kl'PT CUl'!l':EHT A5 THE WORK PROGRE55E5 AND 511ALL !IE AVAILAflLE FOR IN5PECTION BY THE OWNl'R'5 R!:PRE:51::NTATIVE UPON RC:QUEST. AT 2. WE!:Ko PRIOI<: TO 111E •NOTICE Of COMPLETION'. THE5E OR A corr Of THE A5-BUILT OIMWINC5 5HALL EIE Pl'1IVElltfD TO THE OWNER·& 111EPRE5ENTATIVE. FILL EXCAVATIONS FOR AI.L REPRE5ENTATIVE 5ITf CONDITIONS FOi' SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT OVEI<: A l2 HOUR PERICO. 1.0& 1.09 1.10 A. ALL WORK SHALL £If IN STRICT ACCORDANCE WITH SOUND ~SERY !'MCTICf. PLANTING SHALL Bf PERfO!i:MfO BY PER50NNtL f AMILIAR wmt PLANTING Pli:OCEDURE5 AND UNDC-R THE 5UPERVl$10N Of A GIUALIFll:D PLANTING l'"Oi<:fMAN. THI: CONTl'!ACTOR 5/tALL ffiOVIDf THE NAME, ADDRESS AND PHONf NU'IBEI<: Of THE JOII 5UPl:RVl$0R FOR Z4 HOUR IWAILAl'IIUTY. THE 5UPERVl$0R 5HALL BE AVAILABLE TO ALLl:\IIATE EMERGENCY SITUATIONS Af> THEY Al'!l5E AND SHALL BE ON THE JOB SITE WHEN EVER PLANTING 15 IN PROGREa,5. 8. PR0\11DE PLANT MATERIAL5 TRUt TO NAME AND VAl':lr:TY f5TAOLI5Hf0 BY .5UN5ET WE5TEl<:N CARDEN BOOK·. PUBLISHED BY LANf PUBLISHING. MENLO PAll!K. CA 1995. C. PLANT MATERIALS SHALL COMPLY WITH THE Rt:COMHENDATIONS ANO l<:EQUREMfNT5 Of ANSI 5TANDARD5 FOR TYPE AND 5FECIE5 CALLED l'"OI<: ON PLANTING PLAN. 5Ul!5TITLITION5 A. NO 5UEl5TIT\JTION5 Of !"LANT MATl!:RIAL5 Ol't OTHflit CON5~UCTION MATt:litlAL5 WILL BE PEl<:MITTEP WITHOUT TH[ WRITTEN PERMl5510N OF THE LAND$CAPE ARCHITtCT. If PLANT MATERIAL SUBa>TITUTION$ Al<:E ACCEPTED AND ARE Of LESa, VALUE THtN THOSE INDICATED Oiat 5PECIFIED. THE CONTRACT PRICE WILL BC: ADJU5Tt:D IN ACCORDANCE WITH THE PROVl510Nf> OF THE CONT!i:ACT. B. THE RIGHT TO CHANCE• THE LAND5CAPE ARCHITECT 1<:E51:RVE5 THE l'!ICHT TO C:itt.NGE TH!: 5PECIE5. VA~ETY. AND/OR 51ZE5 OF PLANT MATERIALS TO BE fURN15HED. PROVIDED THAT THE COST Of SUCH PLANT CltANCE5 DOES NOT EXCffD THE C05T Of THE PLANTS IN THE ORIGINAL EIID. THI' CONTJilACTOR SHALL I'll': NOTIFIED AND THE: CHANCES CONF~EO IN WRITING PRIOR TO THr: PLANTING OPERATION COMMENCING. CltANGE5 IN THE SIZ:E 011 VAltlETY Of ANY PLANT MATERIAL FURNISHED THAT Rl'QUIRE$ A REDUCTION OR AD~TION IN C05T SHALL REQLIRE AN ADJUSTMENT IN THI' CONTRACT COST PRIOR TO PLANTING. 11:t'.JfCTIONS A. ANY MATERIAL At-ID/DI<: WOl<:K MAY Bf Rt:Jt:CTfO If IN THC: Ol'IN10N Of THf LANP!:>CAPE ARCHITECT 5UCH DOE5 NOT MEET THE REQLll<:EMENT AND THE SPECIFICATIONS. ALL REJECTED MATE~AL5 5HALL Bl: i<:fMOVfD FROM THE 5/Tf BY THE CONTRACTOR AT HIS EXPENf>E. REJECTED WOR~ SHAIJ. 6E Ji/EDONE IN A TIMfLY MANNER 1'ND APPROVl:D llY THE OWNfR5 REPRE5ENTATIVE. THIS INCLUPE5 MATERIALS THAT HAVE BEEN PLt.NTt:P WITltOUT PRIOR ACCEPTANCE. PROTECTION Of l"l1'NT5, fXl5TINCi WOl<:K ANO IMP!i:OVEMt:NT5 A. THROUGHOUT CON5TRUC.TION AND MAl'ITC:NANCE THE CONTRACTOR SHALL TAKE EVr:R'I' f'RE:CAUTION TO fflOTfCT AND AVOID DAMAGE TO UTILITIES. PAVING. PLANTING. 5TRLICTU!i:E5. flXTURE5. DRAINAGE AND ftfi:IGATION LINE5. nc.. THE CONTRACTOR 5HALL BE HELD F:.E5PON$I1lLE FOR ANY AND ALL DAMAGE TO SUCH IMFl<:OVEMENT$ 1'ND 5HALL COMPLETfl Y REPAR OR REPLACE THE 5AME AT NO C05 T TO THE OWNER. !l. fXl5TING !"LANT MATEl'!IAL5. PLAI-ITING ARfA5 ANO PLANT5 5HALL BE PROTECTED AGAIN5T Tli:ESPA5SING. THfFT. VANDALISM AND DAMAGl OF ANY KIND. IF ANY l'LANTS Bl'COMt DAMAGED. 5TOLEN OR INJURED 111fY 5HALL llE TREATED OR RC:PLAC.f:D AT THE CONTRACTORa, e:xPEN5E. REPLACEMENT PLANTa, SHALL BE or EQUAL VALut: or THE 01':ICINAL PLANT MATERIAL DI<: If NO li!E:PLACfMENT lo AVAILAllLE. TltE CONTRACTOR 5HALL REIMBURSE THI' OWNER FOR THE C05T or THE MATE:RIAL AND INSTALLATION. THE LAND5CAPE ARCHITECT SHALL !!I' THE Rf5PON51EILE PARTY IN DETERMINING THE CONDITION Of THE PLANT MATE~AL. a,IZE OF REPLACEMENT AND /OR COST C.OMPEN5ATION. l"Al':T 2. -MATfRIAL5 :Z.01 2..02. 2.0~ PLANT MATERIAL5 A. ALL PLANT& SHALL Bf NURSERY CROWN IN ACCORDANCE WITH GOOD HOr.tTICIJL TUl'!AL P!i:ACTICES. ANO 5HAIJ. BE GROWN LINDC:li: CLIMATIC CONDtTIONS SIMILA!': TO TH05E IN THE LOCALITY Of THE: PRO.JfCT fOR AT Ll:A5T ONf YEAR. B. PLANT5 511ALL BE TYPICAL Of THEIR 5PEC.IE5 OR VARIETY AND SHALL HAVf NO!i!MAL HAfllT5 Of GROWTH. THEY 5HALL 0C FREE Of DISEASE. IN5ECT PE5T5 OR THEIR EGGS. $UN-SCALE INJURE:5. AllRAa>ION$ OR DISFICUREMr:NTS. AND 5HALL HAVE: HEALTHY. WELL-Dl'VflOPED ROOT 5Y5TEMa>- C. rLANT5 5HALL NOT BE PRUNED PRIOR TO DfLIVERY EXCC:PT UPON THE SPECIAL APPl'!OVAL Of THE LANDSCAPE MCHITECT . O. ALL PLANT5 $HALL CONfO!,!M TO THE MfA$lRfMC:NT5 5PfCll'lfD ON THf F'LANTINC PLAN EXCt::PT THAT PLANTS LARGER THAN SPECIFIED MAY BE U5ED. U$E Of 5UCH PLANTS SHALL NOT INCREA5E THE CONTl<:ACT PRICE . E. CONTAINER 5TOCl'i Cl.::;.l5 CAL. AND BOX f>IZE5) 5HALL HAVE ~OWN IN THE CONTAINE:1'!5 IN WHICH Dl:LIVERC:P FOR AT LEAST GI MONTH$ BUT NOT OVER TWO YEA!'!~. AND SltALL IN NO CA$E BE ACCEPTED IF A ROOT BOUNP CONDITION HAS 15ECOME fffVALfNT. LANDf>CAPf MATC:RIAL5 A. ·rLANTING TA8Ln5· SHALL BE E!C:5T-TA85 PLANTING TABLC:T5 20-10-5 10/Zl CRAM TABLET5 OR AF'Pl':OVED E:QUVALENT. B. ·MULCH" 5HALL BE BARK 01'! WOOD MULC.H fltOM ONE Of THE FOi.i.OWiNG 50URCE5• SHF:.l'DOED FR OR CEDAR OR RC:CYCLED TREE 1'.ND 5HRL-'l CLIPPINC5. MULCH SHALL BE GREATER 111AN 1/4. DIAMc:Tf'.R ANO NO LARGl:R THAN 1/2" DIAMETER. MULCH SHALL OE FREE OF 5TICK5. 5TONE5. CLAY. CL005. DC:!IRl5 AND (Ol'(EIGN INORGANIC MATERIAL. C. ·HERl'ICIDf. 511ALL Bl' ROUND-UP l'JY MON$ANTO CORPOl<:ATION. D. "PRE-EME:RGENT" HERBICIDE SHALL BE TREFLAN. 5URFLAN. EPTAN OR EQUVALENT HYDROSffD MATrRIAL5 -OMIT SECTION 3.07 3.0& 3.0<I REFILL ltOLE AND If WATE!i! IS NOT ABSORBED WITHIN lZ HOUR& OF THf 51!:COND FILLING. CONTACT LAN05CAPI' ARCHITECT FOR DIRECTION. PLANTNG A. ArTER PLANTING PIT$ HAVE BEEN DUG. ADD ·PLANTING TABLET5· TO THE: l"LANTNC 8. C. D. E. f. c.. H, PITS ACCORDING TO THI': FOLLOWING SCHl:DULE• PLANT SIZE AMOUNT 5 GALLON 3-10 GRAM. TABLH5 CANNED 5TOC.K $HAI.I. Bl' 1'C:MOVfD C.A1'1'fULLT rROM CANS ArTl':Jt LIGHTLY COMPl'!t:5SINC THI' 5101'5 or THE CONTAINERS TO L005EN THE l'!OOT BALL. 51.IDf PLANT5 OUT Of CAN5 AND HANDLE or EARTH BALL ONLY. PLANT$ 5HALL BE SET ON UNAMENDf:O NATIVE 50IL flRMl r TAMPED TO f'li:fVENT 5ETTLING. AFTER BACKFILLING. PLANT CROWN SHALL !IE SET SLIGHTLY HIGHr:R THAN THC: SURROUNDING SOIL LC:VEL. UPRIGHT PLANTS 5HALL BE KEPT IN A VERTICAL P051TION. AFTER PLACING IN PIT. WORK "l"t.ANTING BACKFILL MIX' AROLIND DALL Of 5HRl..tl5. WATl:R ANO FRMLT TAMP TO INa,l.JRE SOL IN AND ABOUT ALL ROOTf>. NO l'Lt.NT WILL IIE ACCfPTfO If THC: 11:00TBALL 15 !IROl(f:N OR C,U.CKfD, flTHflt BEFORE. PURING. OR AFTER THE: PROCE55 OF INSTALLATION. 5TAKE TREE5 IMMEDIATELY AfTER PLANTING A5 PER PLANTING PETALS. PRIOR TO PLANTING ALL 5Pl'!AY IRRIGATION SHALi. Ile: FULLY OPC:RA TIONAL AND DRIP I1':RIGATION Mt:A5 SHALL HAVE SUPPLY LINE INoT"-LLr:D, WITH EMITTERS HELD FOi<: IN!:>TALLATION UNTIL ALL PLANTING 15 COMPLETE. ALL PLANTS UNLE55 NOTE:D OTHE:RWl5E ON PLANS SHALL BE THOl<:OUGHL T WATERED AT TIME OF PLANTING. TA1':INC CARE NOT TO COVER Cl.:OWNa, Of PLANTE> WITH WET !;,OIL PLANT5 SHALL Bf KEPT ADfQUATELY WATERED UNTIL TIME Of ACC!:PT ANCE. MULCHING A. MLLCH $HALL l'lf l"LACfD A~OUND ALL SHltUl'la>. MULCH SHALL llE APPLIED UNfORML Y TO COVE" ALL PLANTING OCD 5URrACES. TO A COMPITTED Dl'PTH 01" 2. INCHES MINll'LIM. F"INAL CltADINC A. THE FINISHED 5U.:FACE: SltAU. !If: 5MOOTH. COMPACTED AND ME l"li!OM !'!REGULAR CHANCES. 5WALE5 5HALL Rl:ADIL Y DF:.AIN AND OE FREI: or LUMr"S OR HOLLOW5. ALL PLANTING BEDS SHALL PRAIN Rt:ADIL Y AT A Mll'IIMUM OF 27. AND BE: FRCE FROM PONDING 01<: 5TANDINC WATER AT ALL Tt1f5. IN ARfA5 WHERE PLANTING BEDS ARE 1<:fTAINED BY WALL5. CURBS, TO!RACE5 OR OTHER ltAl'tD $URr ACE 5. CAl<:C: a,HALL BE TAKEN TO PROVIDE Pli:OPEI'! DflAINACt:. --fNP or 5fC TION- Sheet Revisions 1 Date: 814198 ,_-3 CARLSBAD MUNICIPAL WATER DISTR CT Sheet 27 ENGINEERING DEPARTMENT KNOTS LANE SE'w'ER LIFT STATION 28 ! heets APPROVED .------------r----::::-:-:::-::::::::-:-=---;-;:::-;::~~~;::-:::----r------i:::;-,::~~-;--------i PLANTING SPECIFIC A Tl D NS DISTRICT APPROVED CHANGES BENCHMARK RECORD DRAWINGS Description Annroved Dote DDIIQN&:D: ~p 1--; District Engineer: NOL TE and ASSOCIATES ,____,..~~s/PK Enaineers / Planners / Sur;-:,~r MS/PK ..., av ,w ...,'-m: .,._ ... -. "'-11212.l ("'" .. ,,, !N~NEE• OF """"' 02/f 7 /98 r, 1:°"74~ • 28176 //• "JO • /}II WILUA!ii r✓~LU'r:1MER RCE Dote ;' 1---1-------------f----+---I REGISTRATION EXPIRES 3-31-98. l....__j_------------------+-----+-----i AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DATA DESIGNATION: .. 0.C. 0147 DESCRIPTION: .. STANDARD DISC SET FLUSH IN E, COR. ON N. ' ABUTMENT OF E. BR. ELEVATION: ...... 50.558 M.S.I. LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD STATE PARK 40' E. OF CL OF N. BOUND District Engineer: Drwn.: MS/PK Checked: ( ~ff• ••1c, 28176 ~. , .... _ ""~ WILLIAM E. PLUMMER RCE Dot, REGISTRA TlON EXPIRES J,31 ,.-98. . ,, .. CMWD 97-402 DWG NO. 357-58 .... " ----.Wi.mr-.,.,ib+&i-"""IN;.,.""O.E.,...,. .... -, ,(iipm".,A,r::.r._:...,ar----rii._.;;;,.,-1 ----------~-=--=--=-~~~.;.;.;;;;.;._......;==--''-----'--------...... --___ ~--------------------------L___J_ ____________________ ___, ___ ----'.:~.----~-•,-~-,-. ---------·--------·----_..__ __ -----·----'-,----------··~-·-~1r--- .,,·, CARLSBAD BLVD. ON PONTO BR. No. A7B82 ~ I I I jj • ~ • , ! jj I I I I I I i I i ! ' I l ' ' I I I I I I Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E ----------------------------.,-,.,·-----------------------------------------------------------------------------------------·----------.------::P:-:-L--:-A-::cN-:::S-,,-------B .... Y----·--·--r-)A-TE=-, DESIGNED CHECKED DELINEATED PLANTING NOTES: PLANT LEGEND SYMBOL BOTANICAL PLANT NAME/ COMMON NAME SIZE QUANTITY SPACING REMARKS 1. CONTF!ACTOR 5HALL Vl5IT 5ITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK &HALL BE DONE PRIOR TO t'!IDDIMG. 2. CONTRACTOR SHALL REVIEW PLANTIMG &PEClflCATION5 BEFORE BEGINNING WORK. 3. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENT& OF THE GOVERNING AGENCIES. 4. CONTRACTOR SHALL NOTIFY OWNER'S REPRE5E:NTATIVE Of ANY Dl5CF!EPANCIE5 IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 5. COMTRACTOR &HALL DETERMINE THE LOCATION AND DEPTH Of ALL &ITE UTILITIE& PRIOR TO COM5TRUCTION. NOTIFY OWNER'S REPRESENTATIVE ARCHITECT Of ANY DISCREPANCIE& IMMEDIATELY. (o. THE CONTRACTOR SHALL BE HELID RESPONSIBLE FOR ANY REPAIR& MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE Of HIS CREW. 7. CONTRACTOR &HALL REFER TO PLANTING DETAILS SHOWN ON THE CONE>TRUCTION DOCUMENT&. 6. THE MAINTENANCE PERIOD 5HALL BE ONE YEAR C3G5 CALENDAR DAYS) AND &HALL INCLUDE THE &COPE OF WORK AS DEFINED IN THE 5PECIFICATION&. IT &HALL COMMENCE UPON WRITTEN NOTICE BY OWNER'S REPRE5ENTATIVE. 9. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ALL AREA& IN A WEED AND DEBl<l5-FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. 10. OWNER& REPRE5ENTATIVE &HALL APPROVE ALL flNISH GRADING PRIOR TO PLACEMENT Of ANY PLANT MATERIAL. 11. PERCOLATION TEST 5HALL BE CONDUCTED IN ACCORDANCE WITH THE LAND5CAPE 5PEClflCATION&. 12. ALL ROCK& AND DEBRIS THREE C3") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE. 1:3. PRIOR TO PLANTING, &PRAY IRRIGATION &YSTEM5 SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 14. PLANT MATERIAL MAY Elf REJECTED AT ANY TIME E!Y OWNER'5 REPRESENTATIVE DUE TO CONDITION. FORM OR DAMAGE BEFORI'. OR AFTER PLANTING. 15. PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE A5 FOLLOWS PER CUBIC YARD• CFOR BID PURPOSES ONLY) 707. OF NATIVE SOIL :307. NITROHUMUS OR APPROVED EQUIVALENT lG LBS GRO-POWER PLUS 2 LBS FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL OM-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING 5URFACE5 A5 STAINING WILL RESULT. SCREENING SHRUBS 0 Photlnla fraserl / Photlnla --------1-l e lltOOT IIALL WIDTH tt;;_ CONTRACTOR SHALL MULCH ALL PLANTING BEDS WITH 2" DEPTH Of BARK r-tJLCH. 17. PLANTING BEDS SHALL HAVE FINl5HED GRADES SMOOTHl'.D TO ELIMINATE PUDDLING OR STANDING WATER. DRAINAGE &HALL BE AWAY FROM EIULDINGS TO DRAIN INLETS AND/OR TO STREET. CONTRACTOR 5t1ALL NOTIFY OWNER IMMEDIATl'LY Of ANY CONFLICTS IN MAINTAINING DRAINAGE. © SHRUB PLANTING NO &CALI: 16. SEE ENGINEl'R'S PLAN FOR LAYOUT Of ALL CURBS. UTILITIES. &ITE GRADING AND DRAINAGE, AND LOCATION OF ALL flULDtNGS. 19. ALL PLANTING SHALL BE GUARANTEED Tt1f<OUGH THE MAINTENANCE PERIOD. 20. CONTRACTOR St1ALL RITER TD PLANTING DETAILS 5HOWN ON THE CONSTRUCTION DOCUMENTS. 1 LEGl:ND 1. t'!RA55 QUICK COUPLER VALVE 2. PLASTIC VALVE BOX CPER SPt:Cll'ICATIONS) 0 @ QUICK COUPLER NO 5CALC: SClHIMillD1' DJE§!GN GROlJIP GRAPHIC SCALE 3. 4. 5. ,:;. 7. e. "l. 10. 11. 6RA55 COUPLING. BRASS ELL. Cl) CU. FT. CONCRETt: Tt1RU5T BLOCK. FINISHED GRADE. 3/4" GRAVEL &UMP CZ CU. FT.) lo" X :3/4" BRASS NIPPLES TYP .. 3 -3/4" ElRA55 NIPPLES. PRESSURIZED PVC MAINLINE. PVC MALE ADAPTER. O' ro· m· ~· -1-0· • Landscape Architecture • Habitat Restoration • Planning Schmidt Design Group, Inc. 2655 Fourth Avenue SCALE.• 1"= 10'-0" ., Jee NO.• q&400 3 1 San Diego, California 92103 CA License 2138 N~ NOL TE and ASSOCIATES Engineers / Planners / Surveyor Phone: (619) 236-1462 Fax: (619) 236-8792 -.,_ \OJA "'-""" .,._ !Nt O[CO, "'-mi, (ell) ,_ ENOINEEFI: ~ W0Rt<1 ciJiL P. !IEPPONfhl 11.0.t. Hllt ~5i!i. 3-Ji-00, .. 111 -~ - - -- - ---- - ----- - - - - - - - - - - - --------------------------- 5 Gal. 27 As Shown (4' O.C. Max. Typ.) LLGl:ND CD PLANTING BACKrlLL f"C:llt Nore:& AND SFl:CIFICATION&. ® ROUGHEN SIDE& AND BOTTOM or PIT. @ flNl&HED Gll?ADE. © ® (2) INCt1 MULCH LAYfll? ll?OOT!IALL &LIGHTLY HIGt1C:lit THAN rit-ll&HC:D GlitADC:. @) WATER BASIN. (j) PLANTNG TABLET& PEP! NOTt& AND &PECIFICATION&. @ @) &OIL BALL litES TING ON l"'ll'M SOIL TO AVOID &ETTLING. llitlitlGATION BUBBLC!lt AT PLANT PIT. !>EE IRlitlGATION PLAN. .,--- p [>-.. p ~ p >--p >< p [>-: p -p -------------- Tr ------ l1 ()(' I ,, □ ,,=:Jo I I I I ~ --~--., PLANTING PLAN ------ p y p ~ p r p p p l7 I I • I I I I I I I I I dJ ~ .---_, p ,..... p -p ,_, p >-< • p I>-< p -----p I I ., -- I I I I I I t-- I I LEGEND 5 L, io ..... I.I r ------r-i . 2 (j) i ® ,. "l ,. " . ,, ® . • ' i .. .. ' BALL VALVE APPROVED RECORD DRAWINGS DESIONED: MS/PK -MS/PK .. ,,., 02/17/98 "" ,., ~ 0 ~-k'."'k::: 28176 District Engineer: ILLIAM E. PLUMMER RCE REGISTRATION EXPIRES 3-31-96, THREADED PVC NIPPLES CNO CLOSE NIPPLES TYP .) PRESSURIZED PVC MAINLINE PVC FST ADAPTER PVC UNION VALVE AS SPECIFIED ON PLANS. POSITION VALVE IN BOX SO THAT HANDLE 15 FREE TO OPERATE. PLA5TIC VALVE BOX (PER SPECIF'ICATION5) INSTALL z· AflOVE FINISHED GRADE IN 5HRUB BED, 1/2" ABOVE IN LAWN AREAS. FINISHED GRADE PVC FEMALE ADAPTER PEA GRAVEL 1/2" DIAM. (APPROX. 1 CU. FT.) \ I - ...., .... I,..~~ ..... .,•~~-..~ N ,... ® BUBBLER AT SHRUB LEGEND• (!) G" DIAM. PE:Rf ORA TED PLA 5 TIC DRAIN PIPE 3G" LENGTH -FILL WITH 3/4" CRUSHED AGGREGATE @ PVC ELL CTxT) ~ PVC TEE OR ELL CSx5xT) @ PVC LATERAL LINE PER PLAN @ I.P.S. PVC FLEX RISER @) 1/2" 5Ct1.80 P.V.C. RISER (!) WATER BASIN CSff PLANTING DETAILS) @) FRICTION FIT ACCESS CAP COO NOT GLUE) ~ BUBBLER PER PLAN @ MULCH LA YER @ PLANT ROOT BALL NO 5CALe: Revisions 1 Date: 8/4/98 ' s,eet L-4 CARLSBAD MUNICIPAL WATER DISTRli,T l DISTRICT APPROVED CHANGES BENCHMARK h.---+-c=:c=c--.==~D,_.,e"<sc,,_.r..:,·ipc,ct'-"io"'n _____ --t..:.A.:.i:""'=-:ro::.:v..=e7dr;:;'D";-at';je:.-t AGENCY: .......... NORTH COUNTY VERTICAL CONTROL DA TA i-,llil~ ,R;!:.£~~ro,'.!~"'p'--"/J"'-~"''l?Jfl.,,,,,:r.N.,,__ t;-----~---t-----lr"'/J._-... 1-.,_99'-I DESIGNATION: .. 0. C. 014 7 l---+-----------------+-----11----1 DESCRIPTION: .. STANDARD DISC SET FLUSH IN E. COR. ON N. ABUTMENT OF E. BR. 1------+-~--------------+-------11------i ELEVATION: ...... 50.558 M.S.I. 1/ •3() •()() LOCATION: ........ APPROX. 300' S. OF S. ENTRY TO CARLSBAD Dote STATE PARK 40' E. OF CL OF N. BOUND CARLSBAD BLVD. ON PONTO BR. No. A7882 Sheet 28 ENGINEERING DEPARTMENT KNOTS LANE SE\./ER LIFT ST ATI □N PLANTING FLAN ..-?v'&??,; District Engineer: T' ~ 11711-1 28176 /'(, -I,-,_q,q WILIAME. PLUMMER RCE Dote REGIS"TRA TION EXPIRES 3-31-98. Drwn.: MS/PK CMWD 97-402 Checked: DWG NO. 357-58 ., ............. , .. , ... ,,,. ____ ,_, ______ _ ______________ .!........-'---------------~---....... -, .. -,... ..,. ... _ ----------------------~ ·····---------- i !l • i • ~ 0 • I l :1 I I I Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E ACORD® CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YYYY) ~ 10/2/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S}, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ~~l~CT Michelle Wolford Phoenix-Alliant Insurance Services, Inc. rtigNJ:o Fxtl· 949-681-9096 I FAX 2415 E Camelback Rd Ste 950 IA/C Nol: Phoenix AZ. 85016 :to'J~ss: phxcsgcerts@alliant.com INSURER/SI AFFORDING COVERAGE NAIC# License#: 0C36861 INSURER A: Liberty Mutual Fire Insurance 23035 INSURED ANDE&H0-02 INSURER B: Libertv Insurance Corooration 42404 Anderson & Howard Electric, Inc. INSURER c: Pacific Insurance Company, Lim 10046 15 Chrysler Irvine, CA 92618 INSURERD: INSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER: 1273814696 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICYEFF POLICY EXP LIMITS LTR ···~" un,n POLICY NUMBER IMM/DD/VYVYl IMM/DD/VYVYl A X COMMERCIAL GENERAL LIABILITY y y TB2-Z91-469556-014 10/1/2024 10/1/2025 EACH OCCURRENCE $1,000,000 ~ □ CLAIMS-MADE 0 OCCUR DAMAGE TO RENTED PREMISES /Ea occurrence\ $300,000 MED EXP (Any one person) $5,000 ~ PERSONAL & ADV INJURY $1,000,000 ~ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 ~ [K]PRO-DLoc PRODUCTS -COMP/OP AGG $2,000,000 POLICY JECT OTHER: $ A AUTOMOBILE LIABILITY y y AS2-Z91-469556-024 10/1/2024 10/1/2025 n:~~~~~~llNGLE LIMIT $1,000,000 ~ X ANY AUTO BODILY INJURY (Per person) $ ~ ~ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ ~ HIRED ~ NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY /Per accidentl $ ~ ~ $ B X UMBRELLA LIAB MOCCUR y y TH7-Z91-469556-044 10/1/2024 10/1/2025 EACH OCCURRENCE $10,000,000 ~ EXCESSLIAB CLAIMS-MADE AGGREGATE $10,000,000 DED I I RETENTION $ $ A WORKERS COMPENSATION y WC2-Z91-469556-034 10/1/2024 10/1/2025 X I ~ffTUTE I I OTH-ER AND EMPLOYERS' LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE ~ N/A E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L. DISEASE -EA EMPLOYEE $1,000,000 If yes, describe under E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below C Professional Liability & 59 CPI FN3336 10/1/2024 10/1/2025 Each Claim/Agg $5,000,000 Pollution Liability Each Claim/Agg $5,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) COMMERCIAL GENERAL LIABILITY: Additional named insured applies where the above box is checked per attached endorsement(s) when required by written agreement or contract. Waiver of subrogation applies where the above box is checked per attached Endorsements. Primary & Non-Contributory applies per attached endorsement(s). Notice of Cancellation applies per the attached endorsement(s). For OCIP/Wrap-Up projects, coverage afforded is for off-site exposure only. AUTOMOBILE LIABILITY: Additional named insured applies where the above box is checked per attached endorsement(s) when required by written agreement or contract. Waiver of subrogation applies to those policies where the above box is checked per attached Endorsements. Primary & Non-Contributory applies per attached endorsement(s). Notice of Cancellation applies per the attached endorsement(s). See Attached ... CERTIFICATE HOLDER City of Carlsbad/CMWD 1635 Faraday Ave. Carlsbad CA 92008 ACORD 25 (2016/03) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E AGENCY CUSTOMER ID: ANDE&HO-02 --------------------LO C #: -------- ADDITIONAL REMARKS SCHEDULE Page AGENCY NAMED INSURED Phoenix-Alliant Insurance Services, Inc. Anderson & Howard Electric, Inc. 15 Chrysler POLICY NUMBER Irvine, CA 92618 CARRIER I NAICCODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE WORKERS COMPENSATION: Waiver of subrogation applies to those policies where the above box is checked per attached Endorsements. Primary & Non-Contributory applies per attached endorsement(s). Notice of Cancellation applies per the attached endorsement(s). Project #PSA24-2391 UTIL -Wastewater System Electrical City of Carlsbad/CMWD is included as an additional insured if listed in the contract per the provisions of the attached endorsement(s). of ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E POLICY NUMBER: TB2-Z91-469556-014 COMMERCIAL GENERAL LIABILITY CG 2010 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 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: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. 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 required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury'' or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 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 increase the applicable Limits of Insurance shown in the Declarations. CG 20 10 0413 © ISO Properties, Inc., 2012 Page 1 of2 □ Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E SCHEDULE Name Of Additional Insured Person(s) Or Oraanization(s) Location(s) Of Covered Operations All persons or organizations as required by a written All locations as required by a written contract or contract or agreement entered into prior to an agreement entered into prior to an "occurrence" "occurrence" or offense or offense Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 0413 © Insurance Services Office, Inc., 2012 Page 2 of2 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E POLICY NUMBER: TB2-Z91-469556-014 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations All persons or organizations as required by a All locations as required by a written contract or written contract or agreement entered into prior to agreement entered into prior to an "occurrence" or an "occurrence" or offense offense 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" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". 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 required by the contract or agreement to provide for such additional insured. B. 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 increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E POLICY NUMBER: TB2-Z91-469556-014 COMMERCIAL GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E POLICY NUMBER: TB2-Z91-469556-014 COMMERCIAL GENERAL LIABILITY CG 240405 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV -Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule below because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule below. SCHEDULE Name Of Person Or Organization: As required by written contract or agreement entered into prior to loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 240405 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E Policy Number: TB2-Z91-469556-014 Issued by: Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY -UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Oraanization(s): Schedule on file with the 30 Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 0511 © 2011 Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E Policy Number: AS2-Z91-469556-024 Issued by: Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED -NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERAGE FORM TRUCKERS 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" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s} or Organizations(s}: All persons or organizations as required by a written contract or agreement entered into prior to an "occurrence" or offense Regarding Designated Contract or Project: Each person or organization shown in the Schedule of this endorsement is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 23 0811 © 2010, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E POLICY NUMBER: AS2-Z91-469556-024 COMMERCIAL AUTO CA 04441013 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 BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization Premium: $ Included 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. CA04441013 © Insurance Services Office, Inc., 2011 Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E Policy Number: AS2-Z91-469556-024 Issued By: Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Organization(s): address: Per schedule on file with Company Number Days Notice: 30 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 1 O days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA 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.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2°/o of the California workers' compensation premium otherwise due on such remuneration. Schedule Additional premium is a percent of the California Manual Workers Compensation premium. Subject to a minimum premium charge of$ 250 per policy. Person or Organization Where required by contract or written agreement prior to loss and allowed by law. Issued by Liberty Mutual Fire Insurance Company 16586 Job Description Any For attachment to Policy No WC2-Z91-469556-034 Effective Date 10/1/2024 Premium$ Issued to Anderson & Howard Electric, Inc. WC040306 Ed: 04/1984 Page 1 of 1 Docusign Envelope ID: 796B9DC1-87C0-4F21-BA74-96B99CFE9F2E NOTICE OF CANCELLATION TO THIRD PARTIES A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule below. We will send notice to the email or mailing address listed below at least 10 days, or the number of days listed below, if any, before cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. Schedule Name of Other Person(s) / Organization(s): Email Address or mailing address: Number Days Notice: Per schedule on file with the Company Per schedule on file with the Company All other terms and conditions of this policy remain unchanged. Issued by Liberty Mutual Fire Insurance Company 16586 For attachment to Policy No WC2-Z91-469556-034 Effective Date 10/1/2024 Issued to Anderson & Howard Electric, Inc. WC 99 20 75 Ed. 12/01/2016 © 2016 Liberty Mutual Insurance 30 Premium$ Page 1 of 1