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TC2015-0047tit' oji .4, tdã1 See below for Finance Revenue Codes S ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 10/15/2015 LOCATION OF CONSTRUCTION(Street address or Description): LA QUINTA COUNTRY CLUB PURPOSE OF CONSTRUCTION: CONNECTION OF GOLF COURSE TO IRRIGATION MAIN LINE. DESCRIPTION OF CONSTRUCTION: CVWD /_L4 PUMP STATION/ CONNECT LANSCAPE LINES DIMENSION OF INSTALLATION OR REMOVAL: 2750 LF OF 12" PIPELINE AND 2650 LF OF 14" PIPELINE. APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/3/2015 TIME OF COMPLETION: 12 /1/2015 ESTIMATED CONSTRUCTION COST: $981,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: L4 PUMP STATION EXTENSION LA QUINTA COUNTRY CLUB, LA QUINTA RESORT MOUNTAIN COURSE, LA QUINTA RESORT DUNES. REVISED TRAFFIC CONTROL FOR WORK BEING DONE ON EISENHOWER JUST NORTH OF CALLE TAMPICO. .' In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent DAVID WILSON - CVWD 75515 HOVLEY LANE EAST PALM DESERT, CA 92260 (760)398-2661 Name of Applicant (please print) Business Address Telephone No. CANYON SPRINGS ENTERPRISES DBA 3883 WENTWORTH DRIVE HEMET, CA 92545 (951)925-2288 Name of Contractor and Job Foreman Business Address Telephone No. 806747 LIC-762992 Contractor's License No. City Business License No. EVANSTON INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: • $0.00 14PKGWE00263 'Policy Number PERMIT NO: TC2015-0047 DATE'ISSUED: 10/15/2015 EXPIRATION DATE: 8/11/2016 BY:TOMMI SANCHEZ WORK INSPECTED BY: PERMIT COMPLETION DATE: .4, See below for Finance Revenue Codes ENCROACHMENT PERMIT OF PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 8/11/2015 LOCATION OF CONSTRUCTION(Street address or Description): LA QUINTA COUNTRY CLUB PURPOSE OF CONSTRUCTION: CONNECTION OF GOLF COURSE TO IRRIGATION MAIN LINE. DESCRIPTION OF CONSTRUCTION: CVWD /_L4 PUMP STATION/ CONNECT LANSCAPE LINES DIMENSION OF INSTALLATION OR REMOVAL:2750 LF OF 12" PIPELINE AND 2650 LF OF 14" PIPELINE. APPROXIMATE TIME WHEN WORK WILL BEGIN:8/3/2015 TIME OF COMPLETION: 12/1/2015 ESTIMATED CONSTRUCTION çOsT:S981.000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: 14 PUMP STATION EXTENSION IA QUINTA COUNTRY CLUB, LA QUINTA RESORT MOUNTAIN COURSE, LA QUINTA RESORT DUNES. In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application: Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (769) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the Cit of and to pay for any additional replacement necessary as the result of this work. Signature of A cant or Agent DAVID WILSON - CVWD 75515 HOVLEY LANE EAST PALM DESERT, CA 92260 Name of Applicant (please print) Business Address CANYON SPRINGS ENTERPRISES DBA 3883 WENTWORTH DRIVE HEMET, CA 92545 Name of Contractor and Job Foreman Business Address 806747 LIC-762992 (760)398-2661 Telephone No. (951)925-2288 Telephone No. Contractor's License No. EVANSTON INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 City Business License No. 14PKGWE00263 Policy Number PERMIT NO: TC2015-0047 DATE ISSUED: ____ EXPIRATION DATE: II "c' BY: ...7 WORK INSPECTED BY*: PERMIT COMPLETION DATE*: if the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number TC20150047 The following shall always apPlv ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK-LAYING CONSTRUCTION EQUIPMENT: Cleated track-laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother-faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber-tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spelled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for, proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE-WATER OPERTATIONS: If de-watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apoly when Indicated RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. 0 R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. 0 R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (** N/A ) inches of A.C. paving placed on ( ** N/A **) inches of ( ** N/A ** ) aggregate sub-base course having an "R value of not less than ( ** N/A •• ) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. 0 R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (W) to one foot (1'). R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. Ri CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( N/A ** ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on (** N/A ** ) of class ( N/A ) aggregate base. 0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. PERMIT NO. TC2015-0047 CVWD / L-4 Pump Station Extension/ La Quinta Country Club, La Quinta Resort Mountain Course, and La Quinta Resort Dunes Course 1. The permittee may only work at night if approved by the City Manager. Night work may be halted if the City receives complaints about the work. 2. All sub-contractors working under any permit must have the following documents on file at the Public Works Department 2 weeks prior to start of construction: General Liability Insurance Company and Policy Number City Business License Contractors State License Number The sub-contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engincering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 3. All work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC). 4. CVWD (David Wilson) and Canyon Springs Enterprises dba RSH Construction (Candace Juhnke), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. Theyshall be completely cleaned at the end of each working day and more frequently, if required. 6. The permittee must obtain City approval and shall place temporary no parking signs along any parking area disrupted by construction work. The signs shall be placed along the area 24 hours prior to the start of closing the area, and removed immediately after the construction completion date. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Special Conditions Page I of 3 6L~z - 's3 GQPy Ri-I III!M!I ]LI Ri 350' EX EX G 20-1 AVO. MARTIE p./ CALLE MONTEZUMA EX C AVID. MENDOZA Ri-i imp) ZukEXI 1TNG AVID. VIL R9 -11A RI W.79 [WALKC LANE L j® BIKE LCLOSEDJ !CLOSED 3 CROSS HERE C30 CA) SHARE /iANE\ THE ROAD 70SED / I I• — F 540' 'p R9-1 1A (LI) W42 W20-5 (RT) AHEAD CROSS HERE CLOSED PROMO LAnE \EAD SIDEWALK cLOSED] AHEAD n 0 IfAKA9i/j .— iThL1E rmmmmi T I EISENHOWER DR. 020-2 ('flMflfl r END [ROADWORK 350' W20-1 ROA Ip (WORK) 'EA SCHOOL Lwj L4 AVE. 50 W20-1 WORK Monday thru Friday 8:30Ato2:OOP CALLE TAM PICO NO SCALE RHVIeWMd By Date Permit Number Pending NOTES: 1 ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (Ca.M.U.T.C.D.) TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN ME IN ACCORDANCE WITH TRAFFIC CONTROL FLANS. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYP. 12')' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE( F CUT AND THE NEAREST TRAFFIC LANE. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. THIS ISA TYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. Traffic Conbol Plan for Install Mountain Course Lateral Prime Contractor - .- contact RSH Construction Candace 951-925-2288 Traffic Control DeSNo by Prepared By Checked By Tops N Barricades, Inc. Phone - _ Ron Fifield Ron Fifield Speed Limit Data - Sheet Number (800)852-TOPS 45 10/06/15 1 [7 S 01' tiia See below for Finance Revenue Codes ENCROACHMENT PERMIT OF. PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 8/11/2015 LOCATION OF CONSTRUCTION(Street address or Description): LA QUINTA COUNTRY CLUB PURPOSE OF CONSTRUCTION: CONNECTION OF GOLF COURSE TO IRRIGATION MAIN LINE. DESCRIPTION OF CONSTRUCTION: CVWD /_L4 PUMP STATION/ CONNECT LANSCAPE LINES DIMENSION OF INSTALLATION OR REMOVAL:2750 IF OF 12" PIPELINE AND 2650 IF OF 14" PIPELINE. APPROXIMATE TIME WHEN WORK WILL BEGIN:8/3/2015 TIME OF COMPLETION: 12/1/2015 ESTIMATED CONSTRUCTION COST:5981.000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: L4 PUMP STATION EXTENSION LA QUINTA COUNTRY CLUB, LA QUINTA RESORT MOUNTAIN COURSE, LA QUINTA RESORT DUNES. In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application: Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when workwiIl be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the Cit of and to pay for any additional replacement necessary as the result of this work. Signature of A'ppItnt or Agent DAVID WILSON - CVWD 75515 HOVLEY LANE EAST PALM DESERT, CA 92260 Name of Applicant (please print) Business Address CANYON SPRINGS ENTERPRISES DBA 3883 WENTWORTH DRIVE HEMET, CA 92545 Name of Contractor and Job Foreman Business Address 806747 Llc-762992 (760)398-2661 Telephone No. (951)925-2288 Telephone No. Contractor's License No. EVANSTON INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 City Business License No. 14PKGWE00263 Policy Number PERMIT NO: TC2015-0047 DATE ISSUED:(?/1f, EXPIRATION DATE fl/:' BY: WORK INSPECTED BY: PERMIT COMPLETION DATES: if the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 4 4 See below for Finance Revenue Codes ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 8/11/2015 LOCATION OF CONSTRUCTION(Street address or Description): LA QUINTA COUNTRY CLUB PURPOSE OF CONSTRUCTION: CONNECTION OF GOLF COURSE TO IRRIGATION MAIN LINE. DESCRIPTION OF CONSTRUCTION: CVWD /14 PUMP STATIÔN/ CONNECT LANSCAPE LINES DIMENSION OF INSTALLATION OR REMOVAL:2750 IF OF 12" PIPELINE AND 2650 LFOF 14" PIPELINE. APPROXIMATE TIME WHEN WORK WILL BEGIN:8/3/2015 TIME OF COMPLETION: 12/1/2015 ESTIMATED CONSTRUCTION COST:S981.000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: L4 PUMP STATION EXTENSION LA QUINTA COUNTRY CLUB, LA QUINTA RESORT MOUNTAIN COURSE, LA QUINTA RESORT DUNES. In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application: Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. - Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the Ci of and to pay for any additional replacement necessary as the result of this work. Signature of A ant or Agent DAVID WILSON - CVWD 75515 HOVLEY LANE EAST PALM DESERT, CA 92260 (760)398-2661 Name of Applicant (please print) Business Address Telephone No. CANYON SPRINGS ENTERPRISES DBA 3883 WENTWORTH DRIVE HEMET, CA 92545 (951)925-2288 Name of Contractor and Job Foreman Business Address Telephone No. 806747 Contractor's License No. EVANSTON INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 LIC-762992 City Business License No. 14PKGWE00263 Policy Number PERMIT NO: TC2015-0047 DATE lSSUED:.f/ / EXPIRATION DATE:g(!fft BY: ..7 WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. C&tr 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: L___- ..._i Project Name: 1_4 Pump Station Extension Vicinity!ta Quinta Country Club, La Quinta Resort Mountain Course, La Quinta Resort Dune Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)'ccnneCt!9g9!yi to irrigation main line Description of Construction (i.e.: See Plan Set No. 01234) Isee CVWD Plan Set #2015-37 Dimension of Installation or Removal: 2750 If of 12" pipeline & 2650 If of 14" pipeline ii Approximate Construction Start Date: 18-1-2015 Approximate Construction Completion Date: [12i :2015 -] Estimated Construction Cost: $1981000.00 I Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: [David S. Wilson Phone Number76039821 )(2736 Name of Applicant/Owner: ICoachella Valley Water District Applicant Address: 175515 Hovely Lane East, Palm Desert, CA 92260 ] Applicant Telephone Number: 702661 I Applicant E-mail Address:Iison©cvwd.org I Name of Contractor: Lqanykn Springs Enterprises dba RSH Construction - - -- - - ] Contractor Address: 13883 Wentworth Dnve, Hemet, CA 92545 Contractor Telephone Number: 1951-925-2288 I Contractor State License Number: 1806747 __ ___ Contractor City Business License Number: I _LA C, 1 Contractor E-mail Address:Lcjuhnke@rshconstruction.com I 00- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4 ohcant or Contractor General Liability Insutance ComDánv: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Permit Fee: As-Built Deposit:________________________________________ Dust Control Deposit: Credit Amount: TOTAL FEE DUE: urIveItnecKIlsts - 1-orms & ADDlicatlons Aolication fo Office Use Only: Assigned Permit Number: 7? 1 Approval Date: Expiration Date:_______________________________________________ Issue Date: Administrative Authority: ASSOCON-01 IRMAJ 14111CIIENVEY CERTIFICATE OF LIABILITY INSURANCE 1 DATE(MMIDDNYYY) 712412015 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 ADDI TIONAL INSURED, the pollcy(les) must 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 License #0252636 United Aaencies P.O. Box'488 La Verne, CA 91750-7488 Lisa Perrault, CISR PHONE FAX 4o. Exti: '' ''U (AIC, No): (909) 593-5477 ADDRESS: 1perrauft@hardyirm.com INSURER(S) AFFORDING COVERAGE NAIC * INSURERA : Evanston Insurance Company 35378 INSURED INSURBtB Old Republic General Insurance Corporation 24139 Canyon Springs Enterprises, dba: RSH Construction INSURER C : National Union Fire Insurance Company of Pittsburgh, Pa. 19445 INSURER 0: 3883 Wentrth Drive Hemet CA 92US INSURBEF: COVERAGES CERTIFICATE NUMBER: REViSION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OROTHER DOCUMENTWITH 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. IFã5?C LTR - TYPE OF INSURANCE .. INsr SUER im POLICY NUMBER POLICY EFF 'MMOYYYY) POLICY EXP (MMO(YYYY) LIMITS A X ] COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 I CLAIMS-MADE M OCCUR X X I4PKGWE00263 1110112014 11101/2015 PREMISES(Eaoccurnmool 50,00' Owner's & Contractor MED EXP (Any one peon) $ 6,000 PERSONAL & ADV INJURY $ 1,000,001 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,00 POLICY [ LOC PRODUCTS- COMPOPAGG $ 3,000,00 $ - _JOTHER: - - AUTOMOBILE LIABILITY INGLE LIMIT $ 1,000,001 B ANy AuTo x x AICASS411404 11/01/2014 11(0112015 BODILY IIJJRY (Per poison) $ - ALL OWNED [1 SCHEDULED AUTOS AUTOS BODILY t,IJJRY (Per accident) $ X NON-OWNED - HIRED AUTOS AUTOS PROPERTY DAMAGE (Per accident) - UMBRELLA LIAB [j OCCUR EACH OCCURRENCE $ 10,000,001 C -X1 EXCESS LIAB [7 C'AIMS-MAGE BE064169441 1110112014 11/01/2015 AGGREGATE 8 10,000,001 - CEO I I RETENTION S 8 - B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERJEXECUT1VE OrFICERAIEbISER EXCLUDED? (Mandatory In NH) - N IA - X 1CW96411405 11/01/2014 11(01/2015 x I PER 0TH- STATUTE ER E L. EACH ACCIDENT $ 1,000,001 EL. DISEASE - EA EMPLOYEE $ 1,000,001 - It . oesalbe under DES s CRIPTIONOFOPERATIONSbeIow - - E.L.DISEASE - POLICYLIMIT $ 1,000,001 A OLLU11ON LIAB I4PKGWE00263 11/01/2014 11(01/2015 LIMITIOCC 2,000,001 A [POLLUTION LIAB 14PKGWE00263 1110112014 11/01/2015 LIMITIAGG 3,000,001 DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORO 101, Addidonul Rsm.,Iiu Schedule, may be attached W me,, epics Is required) Re: L4 Pump Station Extension to La Quinta Resort Mountain Course, La Quinta Resort Dunes Course and La Quinta Country Club Projects. Coachella Valley Water District, Its district, officials, officers, employees, agents and volunteers & La Quinta Resort Mountain course, La Quinta Resort Dunes Course and La Quinta Country Club, LQR Golf, LLC are Included as additional insured per MEGLI542 (04111) & CO2037 (07/04). GIL & WIC waiver of subrogation applies per CO240$ (05/09) & WC990315 (01/07). Auto additional Insured & waiver of subrogation applies per CAENGN0020 (03/07) & CAENON002I (09I06) I Ii!.M I FI!.JLIJr Coachella Valley Water District P. 0. Box 1058 Coachella, CA 92236 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. @1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY mARKEr Evanston Insurance Company POLICY #14PKGWE00263 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (BLANKET) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Name of Person or Organization: Any person(s) or organization(s) to whom the insured agrees to provide Additional Insured status in a written contract signed by both parties and executed prior to the commencement of operations. 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 above, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by: Your acts or omissions; or The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) scheduled above. B. With respect to coverage provided to these additional insureds by this endorsement, the following additional exclusions apply: This insurance does not apply to "bodily injury", "property damage", or upersonal and advertising injury" occurring after: All 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, including materials, parts or equipment furnished in connection with such work, has been completed; or 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 contractor or subcontractor engaged in performing operations for a principal as a part of the same project All other terms and conditions remain the same. MEGL 154204 11 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of I with its permission. POLICY NUMBER: # 14PKGWE00263 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 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 SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Opera- tions ALL CONSTRUCTION OPERATIONS EXCEPT BLANKET AS REQUIRED BY WRITTEN CONTRACT WORK ON OR RELATED TO SINGLE-FAMILY PRIOR TO AN OCCURRENCE' OR LOSS DWELLINGS, CONDOMINIUMS, TOWNHOUSE, CO- OPS, TOWN HOMES, RESIDENTIAL CARE FACILITIES. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 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'. CG 20 37 07 04 0 ISO Properties, Inc., 2004 Page 1 of 1 0 POLICY NUMBER: 14PKGWE00263 COMMERCIAL GENERAL LIABILITY CG 24 04 05 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 SCHEDULE Name Of Person Or Organization: ALL PERSONS OR ORGANIZATIONS WIERE REQUIRED BY WRITTEN CONTRACT WITH THE NAMED INSURED. Information required to complete this Schedule, If not shown above, will be shown In the Declarations. 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 above 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 above. CO 24 04 05 09 0 Insurance Services Office, Inc., 2008 Page 1 of 1 0 OLD REPUBLIC GENERAL INSURANCE CORPORATION WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: We have the right to recover our payments from anyone Noble for an injury covered by this policy. We wiH not enforce our right against the person or organization named in the Schedule. This agreement applies onlyjo the extent that you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit anyone not named In the Schedule. Schedule WHEN REQUIRED BY WRITTEN CONTRACT. The premium charge for this endorsement is $0.00 Named Insured CANYON SPRINGS ENTERPRISE DBA RSH CONSTRUCTION I Policy Number Al CW9641 1405 I Endorsement No. toIicy Fenod 111/01,14 to 11/01/15 J Endorsement Effective Date: 111/01/14 I I Producer's Name: I UNITED AGENCIES- LA VERNE I 909-593-7776 WC 9903 15 (01107) OLD REPUBLIC GENERAL INSURANCE CORPORATION ADDITiONAL INSURED WHERE REQUIRED UNDER CONTRACT OR AGREEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: BUSINESS AUTO COVERAGE FORM The following Is added to Section II— Liability Coverage. A. - Coverage, 1. Who IS An Insured: Any person or organization to whom you become obligated to Include as an additional insured under this policy, as a result of any contract or agreement you enter Into which required you to furnish Insurance to that person or organization of the type provided by this policy, but only with respect to liability arising out of your operations or premises owned by or rented to you. However, the insurance provided will not exceed the lessor of: The coverage or limits of this policy, or The coverage or limits required by said contract or agreement Named Insured CANYON SPRINGS ENTERPRISE DBA RSH CONSTRUCTION Policy Number A1CA96411404 I Endorsement No. 2 I I I Policy Period 11/01/14 to 11/01/15 J Endorsement Effective Date: j11/01114 Producer's Name: UNITED AGENCIES- LA VERNE Producer Number 909-593-7776 CA EN GN 0020 03 07 OLD REPUBLIC GENERAL INSURANCE CORPORATION WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: BUSINESS AUTO COVERAGE FORM The following is added to Section IV - Business Auto Conditions, A. - Loss Conditions, 5.— TranSfer of Rights of Recovery Against Others to Us: However, we will waive any right of recovery we have against any person or organization with whom you have entered into a contract or agreement because of payments we make under this Coverage Form arising out of an 'accident' or loss' if: The 'accident' or 'loss' is due to operations undertaken in accordance with a Written contract existing between you and such person or organization; and The contract or agreement was entered Into pnorto any 'accident' or 'low.' No waiver of the right of recovery will directly or Indirectly, apply to your employees or employees of the person or organization, and we reserve our rights of lien to be reimbursed for any recovery funds obtained by any Injured employee. Named Insured CANYON SPRINGS ENTERPRISE DBA RSH CONSTRUCTION Policy Number Al CA9641 1404 I Endorsement No. Policy Period ll/01/14to 11/01/15 I Endorsement Effective Date: 11/01/14 Producers Name: UNITED AGENCIES- LA VERNE Producer Number 909-593-7776 CA EN GN 00210906 -'' IRMAJ ACRLY EVIDENCE OF PROPERTY INSURANCE [—'3A(MMMDNYW) 712412015 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST. AGENCY I (AI I1C. UII I No. Ed): (909) 593-7776 I COMPANY United Agencies I Zurich American Insurance Company P.O. Box-7406 I La Verne, CA 91750-7488 I I MRIL I tAlC, No)1909) 5935477 I ADORESS: I CODE: I Sue CODE: INSURED Canyon Springs Enterprises dba: RSH Construction I LOAN NUMBER POLICY NUMBER 3883 Wentworth Drive I MBR5953839.01 Hemet, CA 92 I 546 I EFFECTIVE DATE EXPIRA11ON DATE I I CONTINUED UNTIL I 11I1I2014 111112015 I[1TERM1TE01F00<E0 I THIS REPLACES PRIOR EVIDENCE DATE KUK IT IN)UKIVIFiI IUN LOCA1ONVESCRJPTION 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 EVIDENCE OF PROPERTY INSURANCE 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. COVERAGE INFORMATION COVERAGE I PERILS I FORIIIS AMOUNT OF INSURANCE DEDUCTIBLE Builders Risk Including Installation Floater 7,000,000 $10,001 Sub-Limits: Earthquake & Flood -Earthquake Sub-Limit 1,000,000 $50,001 -Flood Sub-Limit 1.000,000 $50,001 Ordinance or Law: -Demolition Cost & Increased Cost of Construction 250,000 $10,001 -Debri Removal 250,001 $101001 Scheduled Contractors Equipment 1,645,604 $10,001 UnscheduledlMiscellaneous Tools & Equipment 250,000 $10,001 Rented Contractors Equipment 300,000 $101001 $25,000 Ded Applies to Windstorm Loss K ftMAKKb lincivaing bpeciai i.onauilonsj ISpecial Conditions: IRE: L4 Pump Station Extension to La Quinta Resort Mountain Course, La Quinta Resort Dunes Course and La Quinta Country Club Projects - CVWD ISpecilication No. 2015-37 - $981,292 contract value. o Valley Water District, as well as, La Quinta Resort Mountain Course, La Quinta Resort Dunes Course and La Qulnta Country Club, LQR Golf, LLC are as Loss Payee per CPI2I8 (10191) Endorsement attached as respects Project under construction as covered by this Builders Risk policy. 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. ADDITIONAL INTEREST NAME ANDADDRESS MORTGAGEE dLOssPAYEE H ADDITIONAL INSURED LOAN* AUTHORIZED REPRESENTATIVE Coachella Valley Water District P0 Box 1058 4,4-, 4> Coachella, CA 92236 ACORD 27 (2009112) © 1993-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy Number: MBR5953839-01 COMMERCIAL PROPERTY Named Insured: Canyon Springs Enterprises, dba RSH Construction THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LOSS PAYABLE PROVISIONS This endorsement modifies insurance provided under the following: BUILDING AND PERSONAL PROPERTY COVERAGE FORM BUILDERS' RISK COVERAGE FORM CONDOMINIUM COMMERCIAL UNIT-OWNERS COVERAGE CONDOMINIUM ASSOCIATION COVERAGE FORM FORM STANDARD PROPERTY POLICY SCHEDULE Provisions Applicable Loss Lender's Contract Payable Loss Payable of Sale X Prem. Bldg. Description No. No. of Property L413ump Station Extension to La Quinta Resort Mountain Course, La Quinta Resort Dunes Course and la Quinta Country Club Projects CVWD Specification No. 2015-37 Loss Payee (Name & Address) Coachella Valley Water District as well as, La Quinta Resort Mountain Course, La Quinta resort Dunes Come and La Quinta Country Club, LQR Golf, LLC P. 0. Box 1085, Coachella, Ca 92236 A. When this endorsement is attached to the STANDARD PROPERTY POLICY CP 00 99 the term Coverage Part in this endorsement is replaced by the term Policy. The following is added to the LOSS PAYMENT Loss Condition, as indicated in the Declarations or by an "X" in the Schedule: B. LOSS PAYABLE For Covered Property in which both you and a Loss Payee shown in the Schedule or in the Declarations have an insurable interest, we will: Adjust losses with you; and Pay any claim for loss or damage jointly to you and the Loss Payee, as interests may appear. C. LENDER'S LOSS PAYABLE 1. The Loss Payee shown in the Schedule or in the Declarations is a creditor, including a mortgage-holder or trustee, whose interest in Covered Property is established by such written instruments as: Warehouse receipts; A contract for deed; Bills of lading; Financing statements; or Mortgages, deeds of trust, or security agreements. 2. For Covered Property in which both you and a Loss Payee have an insurable interest a. We will pay for covered loss or damage to each Loss Payee in their order of precedence, as interests may appear. b. The Loss Payee has the right to receive loss payment even if the Loss Payee has started foreclosure or similar action on the Covered Property. c. If we deny your claim because of your acts or because you have failed to comply with the terms of the Coverage Part, the Loss Payee will still have the right to receive loss payment if the Loss Payee: Pays any premium due under this Coverage Part at our request if you have failed to do so; Submits a signed, sworn proof of loss within 60 days after receiving notice from us of your failure to do so; and (3) Has notified us of any change in ownership, occupancy or substantial change in risk known to the Loss Payee. All of the terms of this Coverage Part will then apply directly to the Loss Payee. d. If we pay the Loss Payee for any loss or damage and deny payment to you because of your acts or because you have failed to comply with the terms of this Coverage Part (1) The Loss Payee's rights will be transferred to us to the extent of the amount we pay; and (2) The Loss Payee's rights to recover the full amount of the Loss Payee's claim will not be impaired. At our option, we may pay to the Loss Payee the whole principal on the debt plus any accrued interest. In this event, you will pay your remaining debt to us. 3. If we cancel this policy, we will give written notice to the Loss Payee at least 10 days before the effective date of cancellation if we cancel for your nonpayment of premium; or 30 days before the effective date of cancellation if we cancel for any other reason. 4. If we elect not to renew this policy, we will give written notice to the Loss Payee at least 10 days before the expiration date of this policy. D. CONTRACT OF SALE 1. The Loss Payee shown in the Schedule or in the Declarations is a person or organization you have entered a contract with for the sale of Covered Property. 2. For Covered Property in which both you and the Loss Payee have an insurable interest we will: Adjust losses with you; and Pay any claim for loss or damage jointly to you and the Loss Payee, as interests may appear: 3. The following is added to the OTHER INSURANCE Condition. 4. For Covered Property that is the subject of a contract of sale, the word "you" includes the Loss Payee. C? 12 18 1091 Copyright, ISO Commercial Risk Services, Inc., 1990 Page 1 of 1 ASSOCON-01 IRMAJ 14C11C>RD CERTIFICATE OF LIABILITY INSURANCE J DATE(MM!DDNYYY) 81512015 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 holdór is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGA11ON1S 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 endorsementçs). . PRODUCER License #0252636 United Agencies P.O. Box-7488 CONTACT Lisa Perrault, CISR PHONE 18(g, No. Exti: (9091593-7776 (AIC. No): (9) fl - OCR SS: 1perRulthardyirrn.corn V La Verne, CA 91750-7498 INSURER(S)AFFORDING COVERAGE NAIC# INSURBtA:EVaflStOfl Insurance Company 35378 INSURED INSURER B Old Republic General Insurance Corporation 24139 Canyon Springs Enterprises dba: RSH Construction INSURE C : National Union Fire Insurance Company of Pittsburgh, Pa. 19445 INSURE D: 3883 Wentworth Drive Hemet, CA 92548 INSURER E: I V INSURE F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS NS ur V V V TYPE OF INSURANCE - L. - UBl POUCY NUMBER POLICY EFF IMMIDDr1YYYMMIDONYVYI POLICY EXPV LlMfl5_______________ V A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 VI C MS.MADE III1 OCCUR Owner's & Contractor X I4PKGWE00263 V 11101/2014 11/01/2015 '13PREMISES (Es ocxuffence)$ 50,000 X MED EXP(My one peon) $ 5,000 - V PERSONAL& ADV INJJRY $ 1,000,00' GENL AGGREGATE LIMIT APPLES PER: GENERAL AGGREGATE $ 3,000,00' POLICY ff] PRO- JECT LOC R PRODUCTS- COMPIOP AGG $ 3.000,00' _________ $ OTHER: - AUTOMOBILE LIABILITY COMBINED SINGLELIMIV scolds 1 $Me 1,000,00' BODILY IN,.URY (Per person) $ B X ANy AuTo AICA96411404 11101/2014 11/0112015 I AUTOS BODILY INJURY (Per accident) $ x NSCHEOULED NON.OY*IED PROPERTY DAMAGEHREOAUTOSAUTOS $ - UMBRELLA LIAB LJ OCCUR EACH OCCURRENCE $ 10,000,00 C X EXCESS LIAB BE064169441 1110112014 11/01/2015 AGGREGATE $ 10,000,00 IRETENTN$ -FDED7F ___ ________ $ - - B VtORICERS COMPENSAI1ON ANEMPLOvERS'LIABILrry ANYPROPRIETORIPARTNERIEXEcU11VE OFFICERAErER EXCLUDED? (Mandatory In NH) N IA AICW96411405 11/01/2014 x YIN PER 0TH- 11/01/2015 STATUTE ER EVLV EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 - It yes. describe under OeSCRIPTIONOF OPERATIONS below - - EVLVDISEASE - POLEYLIMtT $ 1,000,000 A OLLUT1ON LIAB I4PKGWE00263 11/01/2014 11/0112015 LIMITIOCC V V 2.000,000 A OLLU1ION LIAB I4PKGWE00263 11/01/2014 11/0112015 LIMITIAGG 3,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS! VEHICLES (ACED 1011, Additional R.mar$c, Schedule, my be attached E more epic. I, required) Re: Encroachment permit regarding project for Coachella Valley Water District 00561 1.4 Pump Station. V Certificate holder is included as additional Insured per MEGLIS42 (04/11) S CG2037 (07/04). Via email: skhatamilaquinta.org CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 78-495 Calle Tampico. ACCORDANCE WITH THE POLICY PROVISIONS. La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY POLICY #14PKGWE00263 Evanston Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS (BLANKET) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Name of Person or Organization: Any person(s) or organization(s) to whom the insured agrees to provide Additional Insured status in a written contract signed by both parties and executed prior to the commencement of operations. A. Section 11 —Who Is An Insured is amended to include as-an additional insured the person(s) or organization(s) .tsh0wn in the Schedule above, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by: Your acts or omissions; or The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) scheduled above. B. With respect to coverage provided to these additional insureds by this endorsement, the following additional exclusions apply: This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury" occurring after: All 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, including materials, -parts or equipment furnished in connection with such work, has been completed; or 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 contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All other terms and conditions remain the same. MEGL 154204 11 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of I with its permission. POLICY NUMBER: # I4PKGWE00263 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 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 SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description' Of Completed Opera- . tions ALL CONSTRUCTION OPERATIONS-EXCEPT BLANKET AS REQUIRED BY WRITTEN CONTRACT WORK ON OR RELATED TO SINGLE-FAMILY. PRIOR TO AN "OCCURRENCE" OR LOSS DWELLINGS, CONDOMINIUMS, TOWNHOUSE, CO- OPS, TOWN HOMES, RESIDENTIAL CARE FACILITIES. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. 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". CG 20 37 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 13 City of La Quinta RII COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. 0 R12 SURVEY MONLMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. 0 R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. F-1 R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one-thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with 1ights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. 0 R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. El R16 BACKFILL SAND: Backfill shall be approved transit-mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. 0 R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one- thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 0 R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. 0 R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub-grade. The SC-800 temporary paving shall be placed after a maximum of three-thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. 0 R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than (5 ) days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. 0 R2S STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfllled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. TC2015-0047 CVWD / L-4 Pump Station Extension/ La Quinta Country Club, La Quinta Resort Mountain Course, and La Quinta Resort Dunes Course Unless authorized by the City Engineer, Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. -3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 24 hours prior to work and submit an inspection request. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 'Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. . Special Conditions Page 2 of 3 PERMIT NO. TC2015-0047 CVWD / L-4 Pump Station Extension/ La Quinta Country Club, La Quinta Resort Mountain Course, and La Quinta Resort Dunes Course All excavations within City of La Quinta right-of-way shall be backfihled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfihled in the same day. Excavated trenches shall not be allowed open overnight. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. Access and egress to all local properties shall be maintained at all times. Permanent asphalt pavement replacement within City right-of-way shall be completed no later than seven (7) days after the completion of the work. Where CVWD has a developer installation agreement for replacement of improvements within private right of way, CVWD shall provide a drivable surface until such time as the developer can replace their improvements. Permittee shall permanently stabilize any previously stabilized soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. The City of La Quinta reserves the right to revoke, suspend or void this- permit at any time. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions Page 3 of 3 Draft Coachelip Valley Fugitive Dust Control Handbook Please print in ink or type. Blank spaces must be completedfor the app l i c a t i o n t o b e procEssed. If an item is not applicable, please enter N/A. Form Preparer: Property Owner El Developer C] Prime Contractor 9 Other []* (If Other, attach Owner Designee Form [Page 3-8]) CONTACT PERSON NAME C an daC,- Thnk COMPANYNAME conji0j,En4-'. dbc-R5- Cons-h COMPANY ADDRESS 3Z3 J&k,o r4% D v CFrY, STATE, ZIP CODE --\ €m€-r Ct\ q'234 TELEPRONE NUMBER FACSIMILE NUMBER AFTER HouRs PRONE NUMBER 24-HOUR, MANNED AQMD DUST CLASS CERTIFICATE Ft k,') ISO 1-002.2. Cj0 23 C) Project Address or Location PROJECT NAME L 4 PL ? ..So.*1 On &-1er5i 0 ' PROJECT ADDRESS LA Q ul && Reso CITY, STATE, ZIP CODE L c NEAREST MAJOR CROSS STREETS - CO E Sfr ) vi co PARCEL NUMBERS 3-4 June 2003 p6 I Coachella Valley Fugitive Dust Control Handbook Project Acreage (total land to be disturbed) (include project site and associated unpaved access roads, stockoiles. and staging areas) PROJECT SIZE (ACRES)if- WATER SOURCE (GPM) lb Project Owner (if Fugitive Dust Control Plan preparer is not the property owner) NAME Rob(g"+ ,urka, COMPANY NAME (IF APPLICABLE) LCL 0 r +CL P-s o r 1C J4o r* c'J (\ Co i.*f S e.. ADDRESS (INCLUDE CJTY, STATE, & ZIP CODE) 9 L 99 ; s uk oJ W Dr; v e I-OL kk CA TELEPRONE NUMBER (L o) .56 q — 4111 Z(740)23-1-0013 FACSIMILE NUMBER S. The Person(s) responsible for dust control measures and to whom official notices should be sent if necessary RESPONSIBLE PERSON Cci" d c'-.C.L- Jih (A COMPANY NAME 15 fk (j r 5-fr ci c' r ADDRESS (INCLUDE 37%'3 4- F I) r '1 - CrrY, STATE, & ZIP CJ Q-545 CODE) TELEPHONE NUMBER 24-HOUR,MANNED (Cj() 330- 9 sit AFTER-HOURS TELEPHONE NUMBER FACSIMILENuMBER (Cji) Cr2S — 12 AQMD DUST CLASS CERTIFICATE# CNI01-002.290--'230 3-5 June 2003 - 47 Coachella Valley Fugitive Dust Control Handbook 6. On-Site Superintendent/Supervisor/Foreman contact NAME AbE) On+InVC,rO.S COMPANY NAMB R S4 Con--' tCtI O VA ADDRESS (INCLUDE 3%9-3 o c-(k Dr CiTY, STATE, & ZIP CODE) -i€-(flk i25LF5 TELEPHONE NuMBER ci o - si 24-HouR4 MANNED ArnR-aOURS çc) 53Q - 95 TELEPHONE NUMBER AQMD DUST CLASS CERTIFICATE# CN 101 00 Z?C) 23W Site Mapping Provide a map showing the vicinity of the project clearly identifying the closest major cross streets or other landmarks and the project location. Label this map "Vicinity Map". Required map size is 8 ½ by 11". Provide an 8 ½ by 11" or larger Assessor Parcel Map for the property(s) on which the project will be occurring. Outline or highlight the affected parcels. Identify location of site entrances, internal unpaved haul routes, wind fencing, areas to be chemically stabilized and other proposed and required dust control mitigations. Projects that are only installing or constructing linear features such as roads, pipelines or other utilities that boarder or cross more than one Assessor's parcel do not require Assessor's Parcel Maps, but must provide a detailed vicinity map adequately depicting the entire project area. If the project is divided into construction phases (separate physical project areas), provide a map clearly identifying the phases. Attach a Fugitive Dust Control Plan I Projects with less than 10 acres of disturbed surfaces must complete and attach a Fugitive Dust Control Plan (Form DCP) or equivalent. I Projects with 10 acres or more of disturbed surfaces must complete and attach a Site-Specific Fugitive Dust Control Plan. Guidance for preparation of a Site-Specific Fugitive Dust Control Plan is included later in this Chapter. 3-6 June 2003 Coachella Valley Fualtive Dust Control Handbook Project notifications For projects with 10 acres or more of disturbed surfaces, the dust control ordinance requires notification to the local permitting authority and to the AQMD prior to project initiation and at project completion. (Refer to Chapter 4 of this Handbook for specific requirements and forms). Project Signage Construction signage must be installed on-site prior to construction. Guidelines for construction signige are found in Chapter 5 of this Handbook. Owner Agreement The signatory on this application constitutes an agreement by the owner to be the person with authority to enforce compliance by all contractors and subcontractors of the Dust Control Ordinance, Fugitive Dust Control Plan conditions, and any supplements identified by the permitting authority. Once approved, this application is incorporated by reference and becomes apart of the approved site grading plan. , +rCflOr Printed Name I Title and Company C'J tO7 00221JO-- 2%O AQMD Coachella Valley Fugitive Dust Control Class Certificate # 3-7 June 2003 we Coachella Valley Fupittve Dust Control Handbook Project Name: L4 P&m?S4&*iOr fatSiOrt. Permit Number (if applicable): Owner Name: Anticipated Start Date: I - 2.0 1 57 Anticipated Completion Date: I Z 1 20 1 5 Total Earth-Movement (Cubic Yards): 1 4 00 Note: Fill out completely and describe Control Actions (e.g., # of watering trucks during phases, available water GPM. etc.). Indicate N/A if not applicable Project Phases Backfllling vi a, p lf e.ours- Clearing and Cs V\0"1' Grubbing Vi oW CO U..(' 'I Clearing Forms NJ P Crushing I - Nlk- —WA.- - MA— -•- -NJ1- 3-10 June 2003 Phases Cut and Fill: NJPc N1i Demolition - mechanical/manual Disturbed soil ye.. sctvj v',& Ol,orS- - Earth-moving activities Importing/exporting C(f L&CUAJ fruLKS of bulk materials J &LS vi a-_ cj o ( Co (AJ' . - 3-11 June 2003 7 LA Coachella Valley FuaitWe Dust Control Handbook I ufL'f.j, cu rCL$Sc'y Landscaping — — V NcLv'ox-- Road shoulder maintenance Screening -N1k - StagingAreas 5+0rOL •t be. covire.ot Stockpiles/bulk c4 .x ah material handling ' C-O LLecc. cLra* 3 -12 June 2003 %oII.i fl,,ct (nntrnI Uandhnnk Phases I construction -Po-+h Traffic areas for I U+; I-, ZA.- S F cCXA4r activities I ir' Trenching ) Q- €X O r ci-s -Scu4 VG,— h Truck unloading r.SLAI'-' t=4ur bLLd; h.ei M - Turf overseeding -N4P - tJoktc a. nccL55aJ\( Unpaved v i &. h - - roads/parking lots ________________________________ _________________________________ 3 -13 June 2003 Coachella Valley FucitWe Dust Control Handbook - Phases Vehicular track-out, cppl handling, clean-up 4M 9 x 2." -Fh 7 C4'-- Weather C0 n Su, t t4 0 AA. monitoring/work practices oC SMOCr d4 cLU1I 0PW4L- Other (describe) Ce Cj Sf,COM+r((C.k1 On ii -ht', fiQnk 3 -14 June 2003 : ••••. Coachella Valley Water District: L4 Pump Station Extension Project General Scope / Fugitive Dust Impact Work Hours On Golf Course Off Golf Course (Right of Way) 6a to 5p Monday thru Friday 7a to 5p Monday thru Friday Opportunity for dust generation is minimal due to the following Nearly all work exists within block walls and gate communities Nearly all work exists within existing and functioning/"live" golf courses which will remain functioning during work Golf courses are fully vegetated and irrigated and will remain so curing construction Current soil conditions moist to very moist Existing concrete cart paths will be utilized by construction equipment to minimize impact to vegetation Work will proceed in a "leap frog" fashion (sod cut, trench, install pipe, backfill, replace sod) in <200 If sections (or less) such that area under construction/disrupted is <200 If at any time Direct access to golf course work area from staging area nearly eliminates opportunity to track dust from site Delivery of materials made directly to staging area from paved road nearly eliminates material movement within work zone "Resident/golf" traffic will be routed SAFELY around/away from construction resulting in no new dust generation from these vehicles Access to existing golf course irrigation water throughout construction Draft Coachella Valley Fugitive Oust Control Handbook Please print in ink or type. Blank spaces must be completedfor the application to be processed. If an item is not applicable, please enter N/A. 1. Form Preparer: Property Owner 0 Developer U Prime Contractor 9 Other D (If Other, attach Owner Designee Form [Page 3-8]) CONTACT PERSON NAME C an dOX,- hr\ke COMPANYNAME canvil 5prl v'\OS E4. dbo.RSH Coris COMPANY ADDRESS 3'9 a rLi v CiTY, STATE, ZIP CODE 44 em - C/\ q24 TELEPRONENTJMBER (c1 s) '2 - 22 FACSIMILENUMBER (qSi) 2c- i'iz 24-RouR MANNED AYEER aouRs PRoNE NUMBER (ID 2-i)139 0- 3 1 S1 AQMD DUST CLASS CERTIFICATE # -J ISO 1-002290 23 () 2. Project Address or Location v.L-t:i Or PROJECT NAME L Pu. ri -S-C*i or) &cr\5J 0 (\ PROJECTADDRESS L r& tOtM*j C(] CITY, STATE, ZIP CODE 11 1 A sj C.ni.A2. $0 LG.- Qv4.into4-., '12.253 NEAST MAJOR CROSS 5V bk'.)W" STREETS )a.ckfr+on Cis en VNOW ee PARCEL NUMBERS 3-4 June 2003 3-5 June 2003 - 47 I Project Acreage (total land to be disturbed) (include project site and associated unpaved access roads, stockpiles, and staging areas) PRoJ:EcT SIzE (ACRES) . I cc.r- p eJ WATER SOURCE SOURCE (GPM) 5 Proleet Owner (f 1?iwffive Dust Control P1Rn nrennrer is not the nronertv owner NAME T;r, V4.4nayy COMPANYNAME(IF APPLICABLE) La- Qtf' fl+CA Cv..rytr C.t,t.b - - - - - - ADDRESS (INCLUDE CiTY, STATE, & ZIP CODE) 11 1 SO A,cn .&e. 50 0 vt CP 2'lS'? TFLEPRONENUMBER - 1(so) ¶(o4 4 1 s 1 ( (,O) 5(4 (039 FACSIMILE NUMBER The Person(s) responsible for dust control measures and to whom official notices should be sent if neeessary RESPONSIBLE PERSON C.o.y' d a.C- %JT.h Ct COMPANY NAME i;s 4-4. Co r5-fr ci v r'.. ADDRESS (INCLUDE 3y%'3 ,kJ t1r+ ij 04 J) r V - CM, STATE, & ZIP CA C1 25 t4 5 CODE) TELEPRONE NUMBER 24-HOUR,MArED (9S() Arm-HoURS TELEPRONE NUMBER FACSIMIJJENUMBER ccri) c12c — )2 AQMD DUST CLASS CERTIFICATE# cIo002.z90-230 Coachella Valley FupitWe Dust Control Handbook 6. On-Site Superintendent/Supervisor/Foreman contact NAME Xbel Dr+nv€,r.s COMPANYNAME R5- Cjy--r ti- C* 10 v ADDRESS (INcLtuE 3%9-3 j o r*k Dr CiTY, STATE, & ZIP CODE) .4-Xnk ( C)25L -5 TELEPRONE NUMBER S9 o - 3) 31 24-HouR, MANNED AFTER-flOURS (c) ¶,Q - crs zi TELEPHONE NUMBER AQMD DUST CLASS CERTIFICATE # C 01 00 2.2-910 23W Site Mapping Provide a map showing the vicinity of the project clearly identifying the closest major cross streets or other landmarks and the project location. Label this map "Vicinity Map". Required map size is 8 Y2by 11". Provide an 8 ½ by 11" or larger Assessor Parcel Map for the property(s) on which the project will be occurring. Outline or highlight the affected parcels. Identify location of site entrances, internal unpaved haul routes, wind fencing, areas to be chemically stabilized and other proposed and required dust control mitigations. Projects that are only installing or constructing linear features such as roads, pipelines or other utilities that boarder or cross more than one Assessor's parcel do not require Assessor's Parcel Maps, but must provide a detailed vicinity map adequately depicting the entire project area. If the project is divided into construction phases (separate physical project areas), provide a map clearly identifying the phases. Attach a Fugitive Dust Control Plan ( Projecti with less than 10 acres of disturbed surfaces must complete and attach a Fugitive Dust Control Plan (Form DCP) or equivalent. v' Projects with 10 acres or more of disturbed surfaces must complete and attach a Site-Specific FUgitive Dust Control Plan. Guidance for preparation of a Site-Specific Fugitive Dust Control Plan is included later in this Chapter. 3-6 June 2003 ella Vallóv Fugitive QU st Control Handbook i Ml 1. -! M. om Project notifications For projects with 10 acres or more of disturbed surfaces, the dust control ordinance requires notification to the local permitting authority and to the AQMD prior to project initiation and at project completion. (Refer to Chapter 4 of this Handbook for specific requirements and forms). Project Signage Construction signage must be installed on-site prior to construction. Guidelines for construction signage are found in Chapter 5 of this Handbook. Owner Agreement The signatory on this application constitutes an agreement by the owner to be the person with authority to enforce compliance by all contractors and subcontractors of the Dust Control Ordinance, Fugitive Dust Control Plan conditions, and any supplements identified by the permitting authority. Once approved, this application is incorporated by reference and becomes apart of the approved site grading plan. GC. Côndct 'Tuhnk& Pin R&'f Printed Name Title and Company C'J io7- 00221Q— t%ZO AQMD Coachella Valley Fugitive Dust Control Class Certificate # 3-7 June 2003 Me Coachella Valley Fugitive Dust Control Handbook Project Name: 1-4 Pum? ce +i0n par\slort. Permit Number (if applicable): Owner Name: Anticipated Start Date: ' I -20 t Anticipated Completion Date: 1 Z -1 - 201 ' Total Earth-Movement (Cubic Yards): 2300cy Note: Fill out completely and describe Control Actions (e.g., # of watering trucks during phases, available water GFM. .etc.). Indicate N/A if not applicable Proiect Phases Backfilhing t'J CL+Qv cS n ct5 S at- vlct. o(.f hrcu S 'I Clearing and IA 1-e.e &iS V-\&LS.SQr¼( Grubbing Clearing Forms J J - - N A. - - P' A. - Crushing 3 -10 June 2003 Project Phases Cut and Fill: I — Nk — I Demolition - mechanical/manual Disturbed soil 3OE.X C'.S fl CLSCV\/ Earth-moving activities —NA— —Jk--- N Importing/exporting I CLtp tcu.d 1ru.dcs of bulk materials wcLiv as r eczs Gui via- qot CJUJ'L- 3-11 June 2003 LA (J (J Coachella Valley Fugitive Dust Control Handbook - - 4:r ,IMP . d shoulder maintenance I1Ibist - - p 3-12 June 2003 .- ........... . •:.• .• • .... IotIo, rtsrvitiva fl, ,t (nnfrnI I-lanrfhnnk ect Phases I construction I Traffic areas for 1 tAfi I U- F CCLA4 activities I Icv Trenching b) Q- €A C&S rt ta-S vi_ cur Truck unloading emsuurt x4x bL,CJk( I 1+ -. - Turf overseeding I - N - —1siA— Unpaved I tiatr a + nf.cL55Cr\( I I I roads/parking lots I 3 -13 June 2003 Coachella Valley FuaitWe Dust Control Handbook 0\ Phases Vehicular track-out, kpph6 handling, clean-tip 2!t ftt I Ck- Weather COY' S(k t t4 0 AA C monitoring/work nj ( . practices ckat &VIM WOO- - Other (describe) Ce aSe,. COM (ki Qr f--hE5 8Lurr h3 tu(r4- . 3-14 June 2003 .t. -' .......... . 0•• :. ... •.•.. •. Coachella Valley Water District: 14 Pump Station Extension Project General Scope /Fugitive Dust Impact Work Hours On Golf Course Off Golf Course (Right of Way) 6a to 5p Monday thru Friday 7a to 5p Monday thru Friday Opportunity for dust generation is minimal due to the following Nearly all work exists within block walls and gate communities Nearly all work exists within existing and functioning/" live" golf courses which will remain functioning during work Golf courses are fully vegetated and irrigated and will remain so curing construction Current soil conditions moist to very moist Existing concrete cart paths will be utilized by construction equipment to minimize impact to vegetation Work will proceed in a "leap frog" fashion (sod cut, trench, install pipe, backfill, replace sod) in <200 If sections (or less) such that area under construction/disrupted is <200 If at any time Direct access to golf course work area from staging area nearly eliminates opportunity to track dust from site Delivery of materials made directly to staging area from paved road nearly eliminates material. movement within work zone "Resident/golf" traffic will be routed SAFELY around/away from construction resulting in no new dust generation from these vehicles Access to existing golf course irrigation water throughout construction Draft Coachella Valley Fugitive Dust Control Handbook Please print in ink or type. Blank spaces must be completed for the appli c a t i o n t o b e process&L If an item Is not applicable, please enter N/A. 1. Form Preparer: Property Owner 11 Developer 0 Prime Contractor 9 Other E? (If Other, attach Owner Designee Form [Page 3-8]) e CONTACT PERSON NAME C- ccr d cc- j7Lkh r k COMPANYNAME cmnlio vi 5pr r 4. db&- RSI-1 ConS-h COMPANYADDRESS i,.JQXrbiO r- Dr v., C1TY, STATE, ZIPCODE 44em CA Cj'L TELEPHONE NUMBER (c1 s i) - 22 - FACSIMILE NUMBER (q S I) -9 ,2s-- 12 AFrER HOURS PRONE NUMBER 24-HouR4 MANNED AQMI) DUST CLASS CERTI]ICATE # J 150 1 0022 tO 23 2. Prolect Address or Location PROJECT NAME L4 PLtmo Sj-cL*i cr &den5i 0 ' PROJECT ADDRESS LA Q Resor'- CiTY, STATE, Zip CODE Lct Q rrk-C NEAREST MAJOR CROSS STREETS tøsks V,(44 Jkqe ntAe, tL41m,0 PARCEL NUMBERS 3-4 June 2003 1.6 Coachella Valley Fgaithy Dust Con Project Acreage (total land to be disturbed) (include project site and associated unpaved access roads, stockpiles, and staging areas) PROJECT SIZE (ACRES) L I c&.cr, p c ri-' WATER SOURCE (GPM) 55 s pm Project Owner (if Fugitive I)nst Control Plen nrenrer is not the nronertv owner NAME I.0btr4' p vxkm COMPANY NAME (i APPLICABLE) LCL 0 u 41 r' +Cu 'Res o r ADDRESS (INCLUDE CITY, STATE, & ZIP CODE) 0 t' rth- CA 9 ,ZZ53 TELEPRONENUMBER () 2.3g-. 0013 FAcsIMILE NUMBER S. The Person(s) responsible for dust control measures and to whom official notices should be sent if nece.csary RESPONSIBLE PERSON Coj' ct ctCL- Ji1Lh Ct COMPANY NAME IZS 44 Ci r5-fr ADDRESS (INCLUDE ,kj - JQ 4 b I) r V -' CM, STATE, & ZIP 25 41 5 CODE) TELEPHONE NUMBER (q c) Cj 25' - 22 24-HOUR,MANNRD (9() 37- %( AJTERHOURS TPLEPRoNE NUMBER FACSIMILE NUMBER AQMD DUST CLASS CERTIFICATE# CNI07-o02Q--~3W 3-5 June 2003 - 47 4 Coachella Valley Fugitive Dust Control Handbook 6. On-Site Suoerintendent/SunervisorlForeman contact NAME Abd On+lnve(OS COMPANY NAME R51cons-h- utc* 10 ADDRESS (INCLUDE 3%9 -3 0 rkk Dr v CiTY, STATE, & ZIP CODE) TEUPRoNENUMBER ((p2k)S9 0 - '313 -1 24-HouR,, MANNED AETER-aOURS (c\) 5W - 5 21 TELEPHONE NuMBER AQMJ) DUST CLASS CERTIFICATE # ' 01-00 22 0 2.3 O Site Mapping Provide a map showing the vicinity of the project clearly identifying the closest major cross streets or other landmarks and the project location. Label this map "Vicinity Map". Required map size is 8½ by 11". Provide an 8 ½ by 11" or larger Assessor Parcel Map for the property(s) on which the project will be occurring. Outline or highlight the affected parcels. Identify location of site entrances, internal unpaved haul routes, wind fencing, areas to be chemically stabilized and other proposed and required dust control mitigations. Projects that are only installing or constructing linear features such as roads, pipelines or other utilities that boarder or cross more than one Assessor's parcel do not require Assessor's Parcel Maps, but must provide a detailed vicinity map adequately depicting the entire project area. If the project is divided into construction phases (separate physical project areas), provide a map clearly identifying the phases. Attach a Fugitive Dust Control Plan V Projects with less than 10 acres of disturbed surfaces must complete and attach a Fugitive Dust Control Plan (Form DCP) or equivalent. I Projects with 10 acres or more of disturbed surfaces must complete and attach a Site-Specific Fugitive Dust Control Plan. Guidance for preparation of a Site-Specific Fugitive Dust Control Plan is included later in this Chapter. 3-6 June 2003 EN Coachella Valley Fugitive Dust Control Handbook Project notifications For projects with 10 acres or more of disturbed surfaces, the dust control ordinance requires notification to the local permitting authority and to the AQMD prior to project initiation and at project completion. (Refer to Chapter 4 of this Handbook for specific requirements and forms). Project Signage Construction signage must be installed on-site prior to construction. Guidelines for construction signige are found in Chapter 5 of this Handbook. Owner Agreement The signatory on this application constitutes an agreement by the owner to be the person with authority to enforce compliance by all contractors and subcontractors of the Dust Control Ordinance, Fugitive Dust Control Plan conditions, and any supplements identified by the permitting authority. Once approved, this application is incorporated by reference and becomes apart of the approved site grading plan. RSJJ Con Printed Name I Title and Company C'J 1O7- 0022°0-t%4BC) AQMD Coachella Valley Fugitive Dust Control Class Certificate # 3-7 June 2003 we Coachella Valley Fugitive Dust Control Handbook Project Name:. WP&mpS1cFiOn aI-SlOr Permit Number (if applicable): Owner Name: Anticipated Start Date: T 15 _Anticipated Completion Date: l2 - 2,O Total Earth-Movement (Cubic Yards): / 00 Note: Fill out completely and describe ControlActions (e.g., # of watering trucks during phases, available water GPM. etc.). Indicate N/A if not applicable Proiect Phases Backfiliing 'U (L4 q,y as r CL5 S GZr V1 a, 01F cou-eS- bUC.1..Ct 5 '1 Clearing and Grubbing to cz*ef CL$ ytCL SSQ.r\( V j Cl-50t-c hLrc&et.S Clearing Forms Crushing —— A- 3 -10 June 2003 19 Cut and Fill: -- -N&- Demolition - mechanical/manual Disturbed soil .)OX - CUS )1C. SCY\j - Earth-moving activities - Importing/,,porting 'tClrp l,tCWJ IYu-C-Ks of bulk materials w oJ eI' CU v eCL S - - q ( c..oi.&y' SC, v'1 p+S 3 -11 June 2003 Coachella Valley Fugitive Dust Control Handbook ect Phases Landscaping c czsscxry V 0 I CQLAXSL. hv rl.v'&&- I Road shoulder maintenance — - Screening -N & N1 A- Staging Areas 5+0r0t piks •'t.t 'k€. c-ovt ,-(-- - Stockpiles/bulk i Of Ikft Q.X O. material hanWin '- - — 3-12 June 2003 u&I, ri'mT hwo fl,,ct rJlnfrnl I4nrthnnk Prqiect Phases Not, m Traffic areas for construction activities bTbIc -- h'rT1rjffl: :Turf overseeding 3 -13 June 2003 Ull • Coachella Valley Fugitive Dust Control Handbook ON 3-14 June 2003 :;.. .•.. Coachella Valley Water District: L4 Pump Station Extension Project General Scope I Fugitive Dust Impact Work Hours On Golf Course Off Golf Course (Right of Way) 6a to 5p Monday thru Friday 7a to 5p Monday thru Friday Opportunity for dust generation is minimal due to the following Nearly all work exists within block walls and gate communities Nearly all work exists within existing and functioning/"live" golf courses which will remain functioning during work Golf courses are fully vegetated and irrigated and will remain so curing construction Current soil conditions moist to very moist Existing concrete cart paths will be utilized by construction equipment to minimize impact to vegetation Work will proceed in a "leap frog" fashion (sod cut, trench, install pipe, backfill, replace sod) in <200 If sections (or less) such that area under construction/disrupted is <200 If at any time Direct access to golf course work area from staging area nearly eliminates opportunity to track dust from site Delivery of materials made directly to staging area from paved road nearly eliminates material movement within work zone "Resident/golf" traffic will be routed SAFELY around/away from construction resulting in no new dust generation from these vehicles Access to existing golf course irrigation water throughout construction SERVICE GATE 30 A W 3-4 W20-4 w20-1 NO SCALE R1-2 W-53 POST TEMPORARY NO PARKING DATE TO DATE" AT LEAST 48 Al A 0 STOP W , . 3 /NOT A\ ROAD ROAD HOURS IN ADVANCE. I I oONiiJ I I 5Q Ø 100 100' _ 00 JAPPROX 32' WORK AREA iMIN 10' RI-I AVENIDA ULTIMO W2O-1 R OM' WRK \ t90. TA 1784 CALLE QUITO ,. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVI CES (Ca.M.U.T.C.D.) Re,iewedBy Date Permit Number TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF I _____ Pending DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Con4Ptenfor THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Install Dunes Course Lateral TRAFFIC CONTROL PLANS. Pfte Cowador Conth, CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. RSH Construction Candace 951-925-2288 ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL NOTIFY RESIDENTS IN ADVANCE OF THE WORK AND HOW TO ACCESS THEIR HOMES. TIBfffc Ca tral DesWn by Prepared By Checked By THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACK FILLED OR COVERED WITH STEEL TRAFFIC Tops N Barricades, Inc. Ron Fifield Ron Fifleld PLATES ("STEEL PLATES AHEAD SIGNS POSTED ON BARRICADES WITH FLASHING LIGHTS), THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. p1me Speed Limit Data Sheet Number THE CONTRACTOR OR THE CITY OF LA QUINTA SHALL NOTIFY POLICE & FIRE DEPARTMENTS IN ADVANCE OF THE CLOSURE, OF THE RESTRICTED ACCESS. (800)852-TOPS XX 8/03/15 1 - ARROW PANEL DISPLAY NOTES SPACING - 25 M P.H OR LESS (SPACING) - 30 & 35 M.P.H. ((SPACING)) -40 M.P.H. OR MORE TYPE III BARRICADE REQUIRED AT ALL TIMES. IF CLOSURE IS LONG-TERM (SEE SECTION 17), PAVEMENT MARKING SHALL BE REVISED TO MATCH THE TRAFFIC PATTERN. USE THIS DIAGRAM IF THE WORK AREA IS WITHIN 350' (625') OF THE INTERSECTION I F BIKE LANE IS PRESENT THE PROPER CLOSURE IS REQUIRED USING SIGNS AND CONES REFER TO DIAGRAM 31 6 ARROW PANEL SHALL NOT BLOCK SIDEWALK OR PEDESTRIAN MOVEMENT, LEGEND o CONES/DRUMS TYPE III BARRICADE SIGNS WORK AREA \I/ ARROW PANEL La Quinta Country Club AVENUE 50 DIAGRAM 13 WORK AREA IN TRAVEL LANE (MULTI-LANE ROADWAY) DOWNSTREAM TAPER 500 SHIFT BUFFER TAPER 500' W4-2R 500' 500' 0 3R 500' I T1MIMMUM 100' (200') ((350)) ((40')) F- 74 75 - r) 4 THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA (LOCATED WITHIN A SECTION 1, T6S, R6E; SECTION 36, T5S, R6E; SECTION 31, T5S, R7E; AND SECTION 6, T6S, R7E) (BASIS: SAN BERNARDINO MERIDIAN) COACHELLA VALLEY WATER DISTRICT L4 PUMP STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE, LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB PcV' SpTrg cT1 - Hot Springs -Tl Indio •. ___ ..ism MORN tUotNel C -- - BOARD OF DIRECTORS JOHN P. POWELL JR. President LA QUI NTA PETER NELSON - Vice President COUNTRY CLUB CASTULO R. ESTRADA LATERAL ED PACK G. PATRICK O'DOWD GENERAL MANAGER RRETT SPECIFICATION NO.: 2015-37 MOUNTAIN STo T COURSE LATERAL LOCATION MAP NOT TO SCALE VICINITY MAP SOUTHERN CALIFORN/NA NOT TO SCALE UNDERGROUND SERVICE ALERT 811 FOR UNDERGROUND LOCAI1NG 2 WORKING DAYS BEFORE YOU DIG - REVISIONS DAVID S WLSON. PROJECT ENS NEER ATiE COACHELLA VALLEY WATER DISTRICT COURSE, L4 LA QUINTA RES RT DUNES CO PUMPSTATGNEXTENON URSE AND LA LA AA RESORT MYOUNTAIN CLUB DATE UAY,201S ( K \ / 1"GEl DOES BY DESCBPTION MEASURE IA22 OE1 1A111 SHEET IF VAI55CEI R DATE NUT ~R THEN UVENUIS DR I' \ \/ 101 NVRANDRIVO TITLE, LOCATION AND 1 OF 15 MARK 3 NSON, DIRECTOR OF ENGINEERVUI, -f DRAWING NUMBER OTOREAIUAL 5/27/15 SUITE TRIG VICINITY MAP S~UE __ A1ARJ')Z DATE PHONE 2-1111 C—i ___________ APPROVED APPROVED R. C. E. NO. 43862 EXP DATE 3/31/16 FAT 818-5N2-6401 flRAWIr'Jfl NO 40409 ABAN ABANDONED OH SHT NO DWG NO TITLE APN AV BOP CL CTE C&G CIPP CONIC CVWD OEFL DI DIA/B DIP DR DWG E BA EL ELEC EP EX/EXIST FE ASSESSORS PARCEL NUMBER AIR & VACUUM RELEASE BOTTOM OF PIPE CENTER LINE CONNECT TO EXISTING CURB & GUTTER CURED-IN-PLACE PIPE LINING CONCRETE COACHELLA VALLEY WATER DISTRICT DEFLECTION DUCTILE IRON DIAMETER DUCTILE IRON PIPE DIMENSION RATIO DRAWING ELECTRICAL EACH ELEVATION ELECTRICAL EDGE OF PAVEMENT EXISTING FLANGE END P PIP PROP PVC RCP REDO RT R/W STA TBD TOP TYP VCP VERT W WS 1 C-i TITLE, LOCATION AND VICINITY MAP 2 C-2 DRAWING INDEX, ABRREVIATIONS, SYMBOLS AND GENERAL NOTES - 3 G-3 KEY MAP, GEOTECHNICAL BORING LOCATION, AND SURVEY CONTROL 4 _______ C-i - ---------- MOUNTAIN COURSE LATERAL PLAN AND PROFILE 5 0-2 MOUNTAIN COURSE LATERAL PLAN AND PROFILE 6 C-3 - DUNES COURSE LATERAL PLAN AND PROFILE - 7 C-4 DUNES COURSE LATERAL PLAN AND PROFILE 8 C-5 -- DUNES COURSE LATERAL PLAN AND PROFILE 9 C-B LA QUINTA COUNTRY CLUB LATERAL PLAN AND PROFILE TO C-7 LA QUINTA COUNTRY CLUB LATERAL PLAN AND PROFILE ii C-8 LA QUINTA COUNTRY CLUB LATERAL PLAN AND PROFILE 12 CC-i TRENCH SECTION AND CW1O STANDARD DETAILS -- 13 GC-2 CVWD STANDARD DETAILS AND TYPICAL CONNECTION DETAILS 14 GC-3 CONTROL AND METERING VAULT AND CONNECTION DETAILS 15 GC-4 MISCELLANEOUS DETAILS PRESSURE ZONE = VALLEY ZONE (HGL=335') PH FIRE HYDRANT FM FORCE MAIN FS FINISHED SURFACE MATERIALS QUANTITY LIST GB GRADE BREAK CV GATE VALVE HPI HORIZONTAL POINT OF INTERSECTION -IORIZ HORIZONTAL U 1" REVISIONS - - --1 _________________________ LEV DATE - BY DESCRIPTION - DAVID S VYLSOR PROJECT ENGINEER / .'c•.•.7-'.. I ( I .._4 IF THIS SCALE 6/7SfSC p5ENDUMNO 1 C 042662 II I' (\ \ I 1" J L I c Ita I 71 NOT AE.ASURE - - E 316 / MARK j NSDN. DIRECTOR GE ENGINEERING V 101 N BRAND BLVD D RA WING IS THEN - - 0 SUITE 1780 NOT 000INAL - - - - -7' -'.--'- - - 5/27/15 1STR% GLENDALE, CA 91 203 SCALE I -- -- s- MARC J ROZMAN DATE PHONE 818-552-6400 - - - . -- - APPROVED APPROVED R C. E. NO. 42062 EXP DATE, 3/31/16 FBJI818-552-8401 DRAWING INDEX ITEM DESCRIPTION CITY 1 FURNISH AND INSTALL 12" C-900 PVC PIPE AND FITTINGS 2757 LF 2 FURNISH AND INSTALL 12" 11.25' FITTING 3 3 FURNISH AND INSTALL 12" 22.5' FITTING 5 4 5 FURNISH AND INSTALL 12" 45' FITTING FURNISH AND INSTALL 12" 90' FIflTNG - 8 3 6 FURNISH AND INSTALL 12" PLUG VALVE PER 1-46 ON OWG 3 7 FURNISH AND INSTALL 14" C-905 PVC PIPE AND FITTINGS 2632 LF 8 FURNISH AND INSTALL 14" 11.25 FITTING 8 - - 10 FURNISH AND INSTALL 14" 45' FITTING B T-- ii FURNISH AND INSTALL 14" 90' FITTING 12 FURNISH AND INSTALL 14" x 14" x 14" TEE 13 FURNISH AND INSTALL 14" PLUG VALVE PER 1-46 ON DWG CC-2 FURNISH AND INSTALL 2" AIR/VAC VALVE PER 1-21 ON DWG GC-1 7 FURNISH AND INSTALL CONTROL VAULT, INCLUDING ALL VALVES, FITTINGS, SUPPORTS AND ACCESSORIES PER DETAIL 1 ON DWG GC-3 2 FURNISH AND INSTALL METERING VAULT, INCLUDING ALL VALVES, FLOW METER, FITTINCES, SUPPORTS, AND ACCESSORIES PER DETAIL 2 ON DWG GC-3 3 UTILITY CONTACT INFORMATION OVERHEAD COACHELLA VALLEY WATER DISTRICT- lID-ELECTRIC WATER/SEWER/IRRIGATION 1561 W. MAIN STREET, BLDG il-B POST 75-525 HOVLEY LANE EAST LA QUINTA, CA 92243 PROTECT-IN-PLACE COACHELLA, CA 92211 LA QUINTA DIVISION PROPERTY LINE (760) 398-2651 (760) 398-5835 PROPOSED POLYVINYL CHLORIDE SOUTHERN CALIFORNIA GAS COMPANY-GAS VERIZON-TELEPHONE (SEMPFRA ENERGY UTILITY) 295 N. SUNRISE WAY REINFORCED CONCRETE PIPE JOSEPH CASARES/STEVEN VARCAS PALM SPRINGS, CA 92262 REQUIRED 1981 W. LUGONIA AVENUE (800) 483-5000 RIGHT REDLANDS, CA 92374 RIGHT-OF-WAY (909) 335-7507 CITY OF LA QUINTA-TRAFFIC 76495 CALLE TAMPICO STATION TIME WARNER-CABLE LA OUINTA, CA 92253 41-725 COOK STREET (760) 777-7075 TO BE DETERMINED PALM DESERT, CA 92211 TOP OF PIPE (760) 340-1312 TYPICAL VITRIFIED CLAY PIPE VERTICAL GOLF COURSE CONTACT INFORMATION WATER WATER SERVICE FOR THE LA QUINTA RESORT MOUNTAIN AND DUNES COURSE. THE CONTACT IS: DEAN MILLER DIRECTOR OF AGRONOMY LA QUINTA RESORT & CLUB AND PGA WEST 79-811 AVE 54, LA QUINTA - CA 92253 TEL: (760) 564-4463 EMAIL: DMILLER©LAQIJINTARESORT.COM FOR THE LA QUINTA CC COURSE, THE SUPERINTENDENT IS: TIM PUTNAM GOLF COURSE SUPERINTENDENT LA QUINTA COUNTRY CLUB 77-750 AVENUE 50, LA QUINTA, CA 92253 TEL: (760) 564-4151 EMAIL: TPUTNAM©LQCC.ORG DETAIL & SECTION IDENTIFICATION: SECTION IDENTIFICATION SYMBOLS/LEGEND '—j533---- CONCRETE ENCASED PIPE CONTOUR LINE, FINISHED GRADE CONTOUR LINE, EXISTING GRADE FINISHED ELEVATION EXISTING ELEVATION BENCH MARK '22 CONTROL POINT & NUMBER EXISTING WELL HORIZONTAL AND VERTICAL CONTROL POINT EXISTING VAULT BOX EXISTING VERIZON RISER - - CENTER LINE —IL— PROPERTY LINE 10" PROPOSED PIPE LINE DX PROPOSED PLUG VALVE PROPOSED AIR/VAC VALVE E PROPOSED VAULT - - EXISTING IRRIGATION - - - - ---EXISTING WATER - EXISTING GAS -6 FM ------ - EXISTING SEWER FORCE MAIN MI-Ik10-4 EXISTING SEWER W/ MANHOLE SS LAT-- - - EXISTING SEWER LATERAL EXISTING GATE VALVE E(LC) ------ EXISTING UNDERGROUND ELECTRICAL EXISTING OVERHEAD ELECTRICAL ------2A"SO -------EXISTING STORM DRAIN LINE -----??"SD EXISTING STORM DRAIN LINE (SIZE UNKNOWN) -----RWM ----- EXISTING RECYCLED WATER MAIN --------T ---------EXISTING TELEPHONE FO ------ EXISTING FIBER OPTIC EXISTING FENCE .EXISTING REDUCER - EXISTING CABLE TV LINE ----5---- PROPERTY LINE RIGHT OF WAY GENERAL CONSTRUCTION NOTES - UNLESS NOTED OTHERWISE, THE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING STANDARD SPECIFICATIONS: STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER AND IRRIGATION SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD), THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTOR'S LICENSE. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE ACCORDANCE WITH CARD'S REGULATIONS. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30 PM AND 4:30 PM FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONE(i) HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. CONTRACTOR MUST SECURE A CONSTRUCTION ENCROACHMENT PERMIT FROM CVWD AND LOCAL GOVERNING AGENCIES PRIOR TO COMMENCEMENT OF WORK. TO. THE CONTRACTOR SHALL VERIFY ALL ELEVATION AND DIMENSIONS SHOWN ON THESE PLANS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY IN THE PLANS DR SITE CONDITIONS SD THAT PROPER CLARIFICATIONS CAN BE MADE BEFORE CONSTRUCTION BEGINS. ii. COPIES OF THE COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE AND MID TRENCH TESTS SHALL BE CONDUCTED OVER THE PIPELINE EVERY THREE HUNDRED(300) FEET AND AT EVERY APPURTENANCE. MINIMUM COVER FOR IRRIGATION PIPELINES AND APPURTENANCES SHALL BE THIRTY-SIX(36) INCHES, UNLESS OTHERWISE APPROVED BY CVWD. WHEN CONTRACTOR IS READY TO CONNECT TO EXISTING PIPELINES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CHIEF ZANJERD SUPERVISOR IN WRITING AT LEAST TWENTY(20) DAYS PRIOR TO CONNECTIONS TIME IS OF THE ESSENCE AND THE EXISTING IRRIGATION PIPELINE SHALL NOT BE SHUT DOWN FOR MORE THAN THREE(3) DAYS PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION MECHANICAL CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. THE CONTRACTOR SHALL FURNISH AND INSTALL A TWO(2) INCH WIDE IDENTIFICATION TAPE TWELVE(12) INCHES ABOVE ALL BURIED PIPE, THE IDENTIFICATION TAPE SHALL BE WHITE IN COLOR. MARKED 'IRRIGATION" AND SHALL BE MANUFACTURED BY T. CHRISTY'S OR APPROVED EQUAL. CONTRACTOR IS RESPONSIBLE FOR ALL PAVING, CONCRETE WORK, MARKER POSTS AND MAIL BOXES RELATED TO CVWD PERFORMED ABANDONMENT AND TIE IN WORK. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN TWELVE(12) MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. CONTRACTOR SHALL CALL SOUTHERN CALIFORNIA UNDERGROUND SERVICE ALERT (DIG ALERT) AT 811 AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA TICKET NUMBER PRIOR TO EXCAVATION. ALL UTILITIES SHOWN ARE FOR REFERENCE ONLY AND ARE BASED ON EXISTING UTILITY MAPS. PRIOR TO PIPELINE CONSTRUCTION AND AFTER USA MARKING IS COMPLETE, CONTRACTOR SHALL POTHOLE ALL UTILITIES CROSSING AND/OR PARALLEL TO PIPELINE. CONTRACTOR SHALL LOG THE SIZE, TOP ELEVATION, HORIZONTAL LOCATION, AND MATERIAL TYPE FOR EACH POTHOLED UTILITY. CONTRACTOR SHALL SUBMIT POTHOLE LOG DATA TO CVWD REPRESENTATIVE AT LEAST 10 WORKING DAYS PRIOR TO PIPELINE CONSTRUCTION FOR PIPELINE ALL IRRIGATION MAINLINES SHOWN ARE FOR REFERENCE ONLY AND ARE BASED ON EXISTING IRRIGATION MAPS. ALL IRRIGATION MAINLINES AND SUB-LATERALS WITHIN GOLF COURSE AREAS SHALL BE POTHOLED AFTER PIPELINE STAKING IS COMPLETE. CONTRACTOR SHALL COORDINATE POTHOLING WITH GOLF COURSE CONTACT PERSON INDICATED ON THIS DRAWING. MOUNTAIN AND DUNES COURSES WILL POTHOLE GOLF COURSE IRRIGATION LINES WITHIN THEIR RESPECTIVE COURSES. CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING IRRIGATION LINES WITHIN THE LA QUINTA CC COURSE. DATA LOGGED SHALL INCLUDE SIZE, TOP ELEVATION, HORIZONTAL LOCATION, AND MATERIAL TYPE FOR EACH POTHOLED IRRIGATION LINE. CONTRACTOR SHALL GATHER ALL POTHOLE DATA FROM ALL PARTIES AND SUBMIT POTHOLE LOG DATA TO CVWD REPRESENTATIVE AT I EAST 10 WORKING DAYS PRIOR TO PIPELINE CONSTRUCTION FOR PIPELINE ADJUSTMENT. UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES AND PUBLIC AND PRIVATE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO ALL BERMS, CURBS, GUTTER, SIDEWALKS, WALKWAYS, DRIVEWAYS, VAULTS, BOXES, LANDSCAPING, IRRIGATION SYSTEMS, TREES, FENCES, AND WALLS. COACHELLA VALLEY WATER DISTRICT DATE LA PUMP STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE, MAY, 2015 LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB -- SHEET DRAWING INDEX, ABBREVIATIONS, 2 OF 15 SYMBOLS AND GENERAL NOTES DRAWING NUMBER 0-2 SOUTHERN CAL/FORN/NA UNDERGROUND SERVICE ALERT 811 FOR UNDERGROUND LOCATING 2 WORKING O4VS BEFORE YOU DIG ABBREVIATIONS INST INSTRUMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LS LANDSCAPING/PLANTER AREA MIN MINIMUM MJ MECHANICAL JOINTS SECTION CUT CALL-OUT SECTION LETTER SOIL BORING EXISTING MANHOLE EXISTING VALVE EXISTING SIGN - SHEET ON WHICH SECTION APPEARS EXISTING TRAFFIC LIGHT EXISTING POST SECTION TITLE EXISTING STREET LIGHT SECTION LETTER - EXISTING BOX SECTION TITLE EXISTING POWER.' 05 TELEPHONE POLE EXISTING METER SHEET FROM WHICH SECTION WAS TAKEN - EXISTING AIR VALVE DETAIL IDENTIFICATION EXISTING CLEANOUT EXISTING FIRE HYDRANT DETAIL CALL-OUT EXISTING STRIPING DETAIL NUMBER - EXISTING STOP BAR 205 EXISTING TREE / SHEET ON WHICH DETAIL APPEARS - EXISTING PALM TREE DETAIL TITLE DETAIL NUMBER -- DETAIL TITLE 1 -. 200 SHEET ON WHICH DETAIL IS CALLED-OUT - - UT1/-NVVIINL INEJ. '+iJ'+t'.D DUNES GOLF ' COURSE / ---/ 77' - - - - METERING C-3 120 0-900 VAULT LAKE AVE ULTIMO E. AVE TUJUNGA \ '- DUNES COURSE LATERAL SCALE: 1=100 SURVEY CONTROL NOTES LA QUINTA COUNTRY CLUB: BASIS OF BEARING: CENTERLINE OF AVENUE 50 PER CPS OBSERVATIONS BEING NORTH 6959'14-WEST, NA083 (NA2OTT), EPOCH 2014.25. BENCHMARK: CITY OF LA QUINTA BENCHMARK NUMBER 430; A COPPERWELD AT CENTER INTERSECTION OF AVENUE 54 AND JEFFERSON STREET, STAMPED LS-98 (PARTIAL STAMPING DUE TO DAMAGE), NGVD ELEVATI ON = 3.216. LA QUINTA RESORT DUNES GOLF COURSE: BASIS OF BEARING: CENTERLINE WASHINGTON STREET PER CPS OBSERVATIONS BEING NORTH 000715'EAST. NAD83 (NA2011), EPOCH 2014.25. BENCHMARK: CITY OF LA QUINTA BENCHMARK NUMBER 430; A COPPERWELO AT CENTER INTERSECTION OF AVENUE 54 AND JEFFERSON STREET, STAMPED LS-98 (PARTIAL STAMPING DUE TO DAMAGE), NGVD ELEVATI ON - 3.216. LA OUINTA RESORT MOUNTAIN GOLF COURSE; BASS OF BEARING. CENTERLINE CALLE TAMPICO PER GPS OBSERVATIONS BEING NORTH 8953'24"WEST, NAO83 (NA2011), EPOCH 2014.25. BENCHMARK: CITY OF LA QUINTA BENCHMARK NUMBER 430; A COPPERWELO AT CENTER INTERSECTION OF AVENUE 54 AND JEFFERSON STREET, STAMPED LS-98 (PARTIAL STAMPING DUE TO DAMAGE), NGVD ELEVATI ON = 3.215. NOTES: 1. PIPELINE HORIZONTAL CONTROL IS SHOWN ON PLAN AND PROFILE DRAWINGS. 0 100 200 SCALE 1 - 100' COACHELLA VALLEY WATER DISTRICT DATE L4 PUMP STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE, MAY, 2015 LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB SHEET KEY MAP, GEOTECHNICAL LOCATIONS 3 OF 15 AND SURVEY CONTROL DRAWING NUMBER 0-3 w INA METER N C CALLE TAMPICO--- VAULT IT L 1 I1 LLJ -( 120 C—BOO PVC MOUNTAIN GOLF COURSE .L AVE 50 - MOUNTAIN COURSE LATERAL \ C9D5 PVC LA METERING LAKE I VAULT C-8 - - 140 C-905 PVC / CONTROL VAULT 0-905 PVC SMALL -- - LAKE LA Q UINTA C OUNTRY CLUB / GOLF COURSE VAULT CONTROL LA QUINTA COUNTRY CLUB LATERAL _ _ LARGE SCALE- 1=100 SOUTHERN CALIFORN/NA UNDERGROUND SERVICE ALERT 811 FOR UNDERGROUND LOcATiNG 2 WORKING DADS BEFORE YOU DIG ilk DI RT 0 1 -ATE REV DATE - BY DESCRIPTION DAVID S. W LSON. PROJECT ENGINEER R EV ISIO NS z 01 N IF THIS SCALE _______________ _____________________ _____________________ 042862 JNSON, BAR DOES MARK GElDIRECTOR-OF END NEERIND- THEN /1V -13/1/15 KSC SUITE 1780 NOT HEASURE ADDENDUM NO.1 APPROVED 5/27 /15GLENDALE. CA91203 . BRAND BLVD DRAWING IS NOTORIGINAL DATE PHONE 818 052-6400 811 SCALE ______ APPROVED 4. C. E. NO 42862 EXP DATE: 3/31/16 FAX 818 552-6401 I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 16+00 19+00 2U+UU I CONSTRUCTION NOTES: I 1/16 SECTION LINE (1) 1/4 SCTION LI NE I I/" EXIST FH I ( , SEE NOTE 1 LU C&G I -t '-ilA --W, 4JJjL ~SAN -= '&?'-j,, 004 HPI 230'GO"LT N 2190772.61 - E 6543301.56 -'.,-- a: 5e SD_ Tr %E NOTE 2 00 14+0 IN LLJ LX 10 Lu 14 S EE NOTE 3 NOTE 3 E 6543521.31 qTA 17 Er w LLJ STA 16+57.17 C/1 Pil 45'60'0 50 N 2,11 N 2190 E 651 4+K E 6542 40 80 z- - HE ON' SCALE 1 '40 STA 14+35 MATCH LINE SOUTHERN CALIFORNINA 1 . CONTRACTOR SHALL USE FIRE HYDRANT AT SOUTHWEST CORNER OF UNDERGROUND SERVICE ALERT SEE LEFT EISENHOWER DRIVE AND CALLE TAMP CO FOR WATER SOURCE FOR 811 HYDRO TESTING MOUNTAIN COURSE LATERAL PIPELINE. REPLACE PAVED WALKWAY-IN-KIND. FOR UNDERGROUND LOCH7ING 2 WORKING 04VE BEFORE YOU DIG RELOCATE PER ENGINEER'S APPROVAL DIG RI REVISIONS - . // . / I I / COACHELL,A VALLEY WATER DISTRICT DATE 0 1 s._U' . L4 PUMP STATION EXTENSION TO LA QUINIA RESORT MOUNTAIN COURSE, MAY 2015 REV DATE BY DESCRIPTION Ui' DAVID S. WILSON, PROJECT ENGINEER LA QUINTA RESORT DUNES COURSE AND LA GUINEA COUNTRY CLUB IF THIS SCALE U '• El SHEET BAR DOES NOT MEASURE 042862 1 U DRAWiNG IS MARE IGONSON. DIRECTOR' OF ENGINEERING 1 N IRA ND BLVD MOUNTAIN COURSE LATERAL 4 OF 15 0 SUITE 1780 811 NOT SCALE DATE P'JONE 818-552-6400 ORIGINAL 4ARCJROZ4 " 5/27/15 /STR%C' GLENDALE CA 1203 PLAN AND PROFILE DRAWING NUMBER APPROVED APPROVED N. C. E. NO. 42962 EXP DATE: 3/31/10 FAX 818.552.6401 c -i ITEM DESCRIPTION QTY FURNISH AND INSTALL 12 C-ADD PVC PIPE AND FITTINGS 1000 LF 2 FURNISH AND INSTALL 12" 11.25 FITTING - - 2 3 FURNISH AND INSTALL 12" 22 5' FITTING 3 4 FURNISH AND INSTALL 12" 45 FITTING 1 5 FURNISH AND INSTALL 2" 90' FITTING 1 6 FURNISH AND INSTALL 12" PLUG VALVE PER 1-46 ON DWG GC-2 1 FURNISH AND INSTALL 2 AIR/VAC VALVE PER 1-21 ON DWG DC-i 2 FURNISH AND INSTALL METERING VAULT, INCLUDING ALL VALVES, FLOW METER, FI1TINGES, SUPPORTS, AND ACCESSORIES PER DETAIL 2 ON DWD GC-3 1 T ,IA 14*62.b1 4 . . - I I +0.001 0 51 GRADE E PIPE . 50 / 50 J T11: 45 +L 41, E _ I L w =T~+' ti Oq 15 40 40 1 -+----- +--''b -'.4 - -=--------' - . . 35 .._I .<> ------------ 35 41 L TTJt1 30 :: at :, '-I 1.2 C 90Q PVC 0R25 .CL P4PE .. . -''l---- - - . - _____________ SCALE 1-4 E f -'--_--'--- D JO S UFVRVVIINL, INU. 41C)41 45 I t T _ L --------- -1- FILLfl - -,-..- 40 1X1Sf6flE _--I- Q O._.__4. - OVEF ç PIPE 1 DISM E L±J T L -- -I- - — - O Lu 35 Lu 44 _ OO99 —.------±---- - -. - S—oo63 . - -H- -- - .. -.--.--------- - T ± ± 25 _IiIi -----4...... 1 H 20 35 I 25 I II ±1it:ttffTtL LJitIt1 iEJ1HiLIiUiLtH- H T7WT1 o 4 6 I -•i" C-9bd PVC OR CL145 S - - I RE TRAINED JbINTS . - — SCALE 1 20+00 21+00 22+00 23+00 CONSTRUCTION NOTES: ITEM DESCRIPTION QTY 1 I FURNISH AND INSTALL 12" C—NOD PVC PIPE AND FITTINGS 262 LF 4 FURNISH AND INSTALL 12" 45 FITTING 1 Il 4- STA 20*77.54 1 1 _5TA 22+61 21 HPI 45"00'00' RT DISCHARGE N 2190813.65 N 2190983.63 E 65432O0.O ', 21+00 22+00 E 643130.O2 LAKE 1. REPLACE PAVED WALKWAY-IN-KIND. SOUTHERN CAL/FORNINA UNDERGROUND SERVICE ALERT // 4 DII DIORT O 1.1 FOR UNDERGROUND LOC4I7NG 2 I WORKING L84Y5 BEFORE YOU DIG I REVISIONS NOT MEASURE IF THIS SCALE BAR DOES 1" THEN L___J REV DRAWING DESCRIPTION DRAWING IS NOT ORIGINAL 811 SCALE / - 7 40 DAVID S. WILSON. PRO.+CT ENGINEER ATE - 0U2862 S/27/15Z G El p 3-ojo ) ' MARK 3 NSON. DIRECTOR OF ENGINEERING 101 14 BRAND BLVD SUITE 1760 H cH7' GLEN 1203 APPROVED B. C. E. NO. 42862 EXP DATE: 3/31/16 DATE PH NE.818-552-6400 FAX 818.552 6401 0 43 80 SCALE 1 40'Li_i COACHELLA VALLEY WATER DISTRICT DATE L4 PUMP STATION EXTENSION TO LA DUINTA RESORT MOUNTAIN COURSE, MAY, 2015 LA QUINTA RESORT DUNES COURSE AND LA OS NIA COUNTRY CLUB SHEET 5 OF 15 0 MOUNTAIN COURSE LATERAL ILL PLAN AND PROFILE DRAWING NUMBER C-2 UNPIVVIINU, INU. 4LJ4 4 1 .- i 1 -•--F 1 .1:_I II 45 -4-. DVR PIPE . —t-----i--- - 40 40 -. ___ :+11 J-I-- . • . - 1' . H 35 4111 II 30 30 _ - - — .—.— --..-"..--------,-.- d 414-. + . .. IC . .L . -F -f -j---+. + f4_ H-------- -f*--1-------t -t ---25 25 - -d - TTW —'--r— -- 20 HH PIPE 4208 12- C-905 PVC CR25 L16 RESTRAR4ED JOIN S SCALE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 TA N 2191771.72 go. ULJ NE 1\ 2 PI LT U 4' EDI q A 1 +. E 6548387.54 191746.12 1 4500'OO" RT . 2 1 . . - . .. 'a.-. - I 219171 — (I)220 14+00 15+00 16*00 17+00 '- 18+00 "19+00 20 548211.67 SEE \ Ft OT - NOTE 2 —E 6 1 r AV W W W W W -EWb~~bT— w 12 W W W w _'lw w w w C'4 C&q F 2 - - HPI 45'00'00* LT E 654831 1.03 41 2191712.20 CONNECT TO EXIST GC-3 - . : ' - ITEM DESCRIPTION J QTY21' RRIG ION C '2 I, \ \ ..4-T - 1 FURNISH AN170220 D INSTALL 12 C 900 PVC PPE AND FITTINGS I 1000 LF 0.. I - . - / . 2 FURNISH AND INSTALL 12" 11.25 FITTING J 1 CONTRACTOR SHALL RELOCATE OR REPLACE—IN—KIND EXIST TREE IN THE FURNISH AND INSTALL 1"5 FITTING 2 LANDSCAPED PLANTER. CONTRACTOR SHALL REPAIR OR REPLACE—IN—KIND THE DECORATIVE WALL AND LANDSCAPING. 4 FURNISH AND INSTALL 12" 45 FITTING 2 a. CONTRACTOR SHALL REPLACE—IN—KIND ASPHALT CONCRETE. CONCRETE 5 —FURNISH AND INSTALL 12" 90" FIlliNG 2 SOUTHERN C.WLIFORNIN.4 SIDEWALK, CONCRETE CURB AND GUTTER PER CITE OF LA QUINTA 6 FURNISH AND INSTALL 12" PLUG VALVE PER 1-46 ON DWG 1 4C 80 UNDERGROUND SERVICE ALERT REQUIREMENTS AND STANDARDS. GC-2 811 3. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF PARALLEL GAS AND FURNISH WHO INSTALL 2" AR/VAC VALVE PER 1-21 ON DAD 1 SCALE 1 '23 LtJ FOR UNDERGROUND LOCA71NG 2 WATER LINE AT LEAST 10 DAYS PRIOR TO CONSTRUCTION OF PROPOSED CC-1 - YOU flu, PIPELINE L I REVISIONS T I . , _f , . - DAVID S WILSON PROJECT ENGINEER ' i COACHELL.A VALLEY WATER DISTRICT i L4 PUMP STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE, LA QUINTA RESOR DUNES COURSE AND LA QUINTA COUNTRY CLUB DATE MAY, 2015 REV DATE BY ________________________________________________________ DESCRIPTION G EII,C SHEET IF THIS SCALE B DOES ATE NOT ME#SURE 1" THEN I USD862 3_.3 H- oFlu ITTIT TO NDBLVD DUNES COURSE LATERAL 6 OF 1 5 ____________ MARK SON, DIRECTOR OF ENGINEERING GNAWING IS NOT ORIGINAL SCALE I __________________________________ ' J'- 0/27/15 TRI SUITE 1780 GLENDALE CA91253 PLAN AND PROFILE DRAWING NUMBER 1 2 DATE PHONE 819.550.6400 C-3 APPROVED APPROVED A. C. E. NO. 42962 EOP DATE 3/31/16 FAX 818-552-6401 UNIAVVIINE, INU. 404Ul 45 H .i +..I .H:T:1L H .LHL J45 Jf 40 40 LI I P.2 T l 6 35 I 35 I __III Pj 1TL 0 0o125 n 30 In 30 25 L __ L1 25 20 lit t.IH.II 4. 20 48 2" 6q: -PIPE . ... - . . .. . i ____________ - . C-90.PCDR25C16_ RETRAINDJOS SCALEI 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 N 2191895.68 UD E 6549391.53 S4.22 2 64 L E 6549456.01 AKE DISCHARGE N 2191895.68 LAKE 4. it r A 1+69.34 HP140 s. .65 9186.'96 EPI 0 0D"L STA22+39.11 j I • -' N 2191746.12 '' 22+00 HI 450000" LT 0 0 E'6549872.19 N 2191760.89 < (D 00 21+00 E 654925673 CD LLJ EHH 1/16 SECTION LINE H UND SOUTHERN CALIFORNINA ERGROUND ALERT o4 FOR UNDERGROUND LOG4I7NG 2 WORKING £8405 BEFORE YOU DIG I DIOe%&LRT REVISIONS -r -V REV I DATE BY DESCRIPTION '' UO EF DAVID S. WILSON, PROJECT ENGINEER -- 4 A IF THIS SCALE 'V 7 BRA DOES . 2L C 012862 NOT MEASu:E Vo3-3 MARK JOHNSON, DIRECTOR' OF ENGINEERING DRAHNG IS P11 NOT ORIGINAL T- g 515 SCALE ISrgC 26+00 CONSTRUCTIONNOTES: ITEM DESCRIPTION QTY 1 1 FURNISH AND INSTALL 12 C-gOD PVC PIPE AND FITTINGS 495 LF 1 4 FURNISH AND INSTALL 12" 45" FITTING 4 6 FURNISH AND INSTALL 12" PLUG VALVE PER 1-46 ON DWG GC-2 1 06 FURNISH AND INSTALL METERING VAULT, INCLUDING ALL VALVES, FLOW METER, FIT1'INGES, SUPPORTS, AND ACCESSORIES PER DETAIL 2 ON DWG GC-3 1 AG 8 I SCALE. " 40 COACHELLA VALLEY WATER DISTRICT DATE II L4 PUMP STATION EXTENSION TOLAQUINTA RESORT MOUNTAIN COURSE. MAY, 2015 LA QUINTA RETORT DUNES COURSE AND IA DLI NIA COUNTRY CLUB I GEl SHE ET CorVI4r 1 7 OF 15 ic iLl N BRAND BLVD DUNES COURSE LATERAL _____________ GLENDALE CA01203 SUITE 1780 LL PLAN AND PROFILE DRAWING NUMBER PHONE 818-552-8400 C-4 FAX 818-552-6401 ORAWINO NO 404RR 10+00 11+00 12+00 13+00 14+00 15+00 1 b+O() ] /+UU I b+UU I V'f-UU ZU1-UU CONSTRUCTION NOTES: - SECTION LINE BEGIN 1 4"0 GE-3 N -93059.56 -24 13 - ITEM DESCRIPTION CITY 7 FURNISH AND INSTALL 14" C-905 PVC PIPE AND FITTINGS 1000 LF 6 FURNISH AND INSTALL 4" 11.25 FITTING 1 FURNISH AND INSTALL 14" 22.5" FITTING -- 3 10 FURNISH AND INSTALL 14" 45 FITTING 6 12 FURNISH AND INSTALL 14" 14" B 14" TEE 1 13 FURNISH AND INSTALL 14" PLUG VALVE PER 1-46 ON DWG 1 GC-2 14 FURNISH AND INSTALL 2" AIR/VAC VALVE PER 1-21 ON DWG 1 DC-i FURNISH AND INSTALL METERING VAULT, INCLUDING ALL VALVES, 1 FLOW METER, FITflNGES, SUPPORTS, AND ACCESSORIES PER DETAIL 2 ON DWG 22-3 CW/O GOLF COURSE - PROPERTY PROf eW' - - .,-..- -.-.-.— -H ---- -—•••N•-•N--i----'--•H- 4--H --H- 50 •-N - i --- ---- - tT -'-• ': T '144 50 40 o.o107 =+.00 -T °" Of Hf riI N- tog +.> o lE *fTh A - ED20 35 + -- I 1 - - 0 - - - - -. . 30 , Tj - LrI1L: 4-t7 :t±r. 25 '4t4- M - ------- - 14$ C 90 PVC 0R25 CL1 51 PIPE I t . . RE TRAIN JD JOINTS tN___ 40 I 40 + UJ -. 5 !+ !; 30 25 - - .- - - -.-- ---- -_ SCALE 1"4 - Cc C C H I\ ' \ ±ob4. \ . ", STA 11+83.65 (f STA J4±73.92 STA 16+8040 -" - I ('.STA18+65.356+65.35 Z L\ \-Z6\ '\ \..4, \ /ThT3O'0O"R1-3-'1 HPI 45"00 DO RT I ' "-" HPI 223000" RT \ - -_J " - 14P1 11,1500" RT I STA ii -*53.65 0 N 2193217.11 - N 2193301.97 N 2193384.04 -- 7, \- 1E2183404.82 '-a-- I 1RE KE8 / E 6546746.97 . E 6546502.67 C 6546331,33 \ -- 'S 616Q.46 \-,-- - - , - STA 10+ 4 :o.-- .L', 15+00 .. 4_ 132171f 12+00 . '' . - 16 17+00 18+00 -- - E - - - -- - 518 5+ 0 - . - - -, HPI 4S"09'0" RI ' . ------- 0 . - - ., N 13343.95 - .,.. ,-7-- 2040 N co 1'2 +6'S. - , 14+00' * - E 654640132 I - . I - -. ~ a - U HPI 4500150" - 7 16+9 10 - - - N 2 af i 9Z48.48 WI' 6730'DD" LI - -- ---------, - - - - 7 E 6046671.22 N 2-193384.04 Go STA 13+ .74 A 14+ .48 1014 E 6846384.71 - HPI 458000" LT HPI 4500 GO LT - N 293289 23 N 2193327.01 - SOUTHERN CIFORN/NA .4- / - E 6S46654.35 E 6546563.13 - - -- - / UNDERGROUND SERViCE ALERT -- - -. 60 FOR UNDERGROUND LOcA7ING 2 SCALE 1" 40' WORKING DAYS BEFORE YOU DIG IF THIS SCALE D DES REVISIONS 14 PUMP COACHELLA VALLEY WATER DISTRICT MAY, 2 15 DI 0 STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE, ~a , " n CT ENGI ATE LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB REV ATE BY DESCRIPTION DAVID S WILSON PROJ NEER IIà NOT MEBSURE I f)—i' GEl SHEET DR 1 THEN AVBNGIS -- — i MARK 301-NOON. DIRECTOR OF ENGINEERING \, 1L1 N BRAND BLVD LA QUINTA COUNTRY CLUB LATERAL 8 OF 15 0 811 80 LL NOT 080NAL 'ALE -4-- 5/27/ DATE 15 1 PHONE 818-552-6400 GLL TE I7Al2OL PLAN AND PROFILE DRAWING NUMBER £ APPROVED APPROVED IR. C. E. NO. 42862 EXP DATE: 3/31/16 1 FAX 818 552-6401 1 0-5 50 - IIIII ii - IlIlItlIll II 11±111 _1iIiiiii JIIII4IIIIJ iiiII III II ±4 IIIII ThL IIII HI 1till ±* 'i _ 40 :i , I 40 68 -0.0114 - li - 6 no o T©II jT 1,6 :: H :: ± :fl LOXLO + OI - ] J ITL LT JUj CL+ tpi~ 25 o -&-90,1, G-DR25 ~-RESTRAINED- JOINTS— SCALE 1 4' 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 A27+4586 1 1 \ CONSTRUCTION NOTES: ITEM DESCRIPTION f QTY AND INSTALL 14: 0-905 PVC PIPE AND FITTINGS 1000 LF FURNISH AND INSTALL 1 11.25 FITTING 1 T FURNISH FURNISH AND INSTALL 14 22.50 FITTING 1 FURNISH AND INSTALL 14 45 FITTING 2 2 FURNISH AND INSTALL 2 AIR/VAC VALVE PER 1-21 ON DWG GC -1 N 219.3708.01 6545362.61 STA 27+55.86 "-" HAl Z23000 RI STA 24+78.52 BC 26 N 2193715.61 N 1 193690 11 E 654,-,6 12 E 6545629 29 \\ SOUTHERN CALIFORNINA UNDERGROUND SERVICE ALERT 811 FOR UNDERGROUND LOC4T7NG 2 WORKING DAYS BEFORE YOU DIG D4JT / T39.29 6 00 ST 2193690:11 N_ 080 PIP 21 Do SECTION LINE \\ \ N GO co / 9 -- ETA 22±45 45DOLT RELOCATE ç)'R 0,C) Lii N 2193716.57 - PER ENGINEERS - E 6545768.73 T \ r APPROVAL o \\' __ AR - RR, - -. -H--H ° -- * PR / 0 40 00 Lii SCALE 1"=40' - REVISIONS - - ilk COACHELLA VALLEY WATER DISTRICT DATE 0 1 . ---- -' -I T L4 PUMP STATION EXTENSION TO LA OUINTA RESORT MOUNTAIN COURSE. MAY 2015 REV DATE BY DESCRIPTION DAVID S. WA.SOR, PROUECT ENGINEER LA OUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB _____________________ BAR DE 6/1/15 KSC ADDENDUM NO.1 NOT MEASURE _______ D' IF THIS SCALE - G El ull SH EET DRAWING IS - . - MARK 0 FRSDN. OIRECTOR OF ENGINEERING 0 101 N STAND BLVD LA QU I NTA COUNTRY CLUB LATERAL 9 OF 15 NO ORIGINAL - _I-- - JAR0JROZ 5/27/15 ISTR'tc.' GLENDLE1203 PLAN AND PROFILE DRAWING NUMBER SUITE 1780 NOT SCALE 0 APPROVED APPROVED A. C. E NO. 42862 EXP DATE:3/31/16 FAX 81R-552 6401 DATE PH NE818-552640 C —6 UflhiVVIINL INt/. 'tU.JL LARGE LAKE STA 31+35.14 LAKE DISCHARGE \.GC-4) N 2194076.33 -. E 6545238.92 /5IA 3140y/ - ,- SECTI0N SOUTHERN r-4LIFORNINA UNDERG ROUND SERv10EALERT 811 FOR UNDERGROUND LOC4ONG 2 WORKING 047S BEFORE YOU DIG . . 3 I In (/1 0 0 z 0 (I) Id 01 0 a- 0 40 40 IJ SCALE 1-40' 0 REVISIONS - COACHELLA VALLEY WATER DISTRICT - DATE LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB DAViD S. /LSON. PROJECT ENGINEER REV GATE BY DESCRIPTION SHEET it IF THIS SCALE ATE 88W DOES I I... L4 PUMP STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE. MAY, 2015 NOT MEASURE !6/1 SC ADDENDUM NO.1 ((ar c RA -3,E) B62 OR'OF ENGINEERING 0STRt G El Colt0Ht, 10 OF 15 0 THEN DRAWING IS -- EXP 3-3JRj AERRK 3 NSON, 101 N SRAN[)BLVD LA QUINTA COUNTRY CLUB LATERAL ____________ SUITE 1780 N LL OT ORIGINAL - - ' - __________- AC 5/27/15 GLENDALE, CA91203 PLAN AND PROFILE DRAWING NUMBER SCALE DATE 9 PHONE :818-552-6400 C-7 APPROVED APPROVED H C E NO 42862 EDP DATE: 3/31/16 FAX 818-552-6401 UNIAVVIINEA INU 'AUOU I // SMALL LAKE HR - 49 ---- 'RH ,-- \ /2 ITEM DESCRIPTION QTY 7 FURNISH AND INSTALL 14" C-905 PVC PIPE AND FITTINGS 496 LF 8 FURNISH AND INSTALL 14" 11.25 FITTING 6 9 FURNISH AND INSTALL 14" 22.5" FITTING 5 11 FURNISH AND INSTALL 14" 90" FITTING 1 12 FURNISH AND INSTALL 14" x 14" A 14 TEE 1 14 FURNISH AND INSTALL 2" AIR/VAC VALVE PER 1-21 ON DWG GC-1 1 FURNISH AND INSTALL CONTROL VAULT, INCLUDING ALL VALVES, FITTINGS, SUPPORTS AND ACCESSORIES PER DETAIL 1 ON DWG GC-3 1 55 ±VERI HF H ft T F- tT1 rt1 tF - I/ rvi 11T1 1 -F-HH- 50 50 - t z:I7 lflI 'di- [ldll \ '1 45 :IzIIIIIIII ___ -- .7 40 - S-0.D0D''P . - --- 40 . - - o .j ; -.- --_ - ---._-1- t H L H 1 35 35 30 -H -------H --'----------4 --_.i-i_ - 30 ±-L 0 4 PVC - - - SCALE 1 4 - - --1'C ' - F TRAIN 0 I JOI T$ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA 14+95.41 LAKE DISCHARGE N 21 346737 E 6547128.55 CONSTRUCTION NOTES C') L HRRR JP6Ir 2 7 (StE DWD 0-5) 8 STA 11+4 I 'STA13+D5 / 65.47012.35 NOTES: c 1. CONTRACT OR SHALL REPLACE-IN KIND PHALT CONCRETE, CONCRETE - -. )+PI 1 115DD" RT ~E NOTE ,. . - - S DEWALK, CONCRETE CURS AND CUTTER PER CITY OF LA QUINTA STA 10+00 - .. N 2197243.43 - . .1 REQUIREMENTS AND STANDARDS (I) ALE LAKE E 66919.3I HEREON - //, 12k. A 1 +5 - ETA +10 12+00 HPfl11500 RI /( U) --E 6546766.97 S 2193271 E 654699857 80.6 - - - - - - - .., -- SA .H 9q.00 q 7 (SG-E 8 ' / - -: - r A P SOUTHERN CAL/FORNIN4 " - -J - - II / / -- 654699-7 UNDERGROUND SERVICE ALERT // J ,-:-s--- / FOR UNDERGROUND LOCMON& 2 SCALE 1 -. WORKING 04Y5 BEFORE YOU DIG - COACHELLA VALLEY WATER DISTRICT DATE DI 0 1. REVISIONS L4 PUMP STATION EXTENSION TOULA QUINTA RESORT MOUNTAIN COURSE, MAY, 2015 REV DATE BY DESCRIPTION ECT ENGINEER SHEET ATE LA QUINTA RES RT DUNES CO RSE AND LA QUINTA COUNTRY CLUB IF THIS SC&E XT DOES J~,~"3K . ...... G E I U-t' DRAWING IS F _______________________________________________ MARK JOHNSON. DIRECTDR OF ENGINEERING l\ NHRANDALVD LSUITE 1780 A QUINTA COUNTRY CLUB LATERAL 11 OF 15 0 811 ORIGINALNOT '-_ - 5/27/15 \/otc,.) 12O3 PLAN AND PROFILE DRAWING NUMBER SCALE IL I APPROVED APPROVED 8 C E ND 42862 EXP DATE 3/31/16 FAX 818 552 6401 PH NE 818 552-6430 C 8 L,rv-NvvIINL, INL). 4Q01 IN PAVED AREAS, CONTRACTOR SHALL REMOVE AND REPLACE EXISTING PAVED SECTION (ASPHALT AND BASE) IN ACCORDANCE WITH LOCAL GOVERNING AGENCY REQUIREMENTS 95% COMPACTION >T" THE NATIVE SOIL MATERIALS MAY BE USED IN THE TRENCH BACKFILL PROVIDED THAT THEY ARE FREE FROM UNSUITABLE MATERIAL INCLUDING MATERIAL THAT CANNOT BE STABILIZED BY COMPACTION, MATERIAL GREATER THAN 6-INCHES IN SIZE, VEGETATION, TRASH. CONSTRUCTION DEBRIS, HIGHLY EXPANSIVE CLAYS, HIGHLY ORGANIC SOILS AND CONTAMINATED SOILS. THE FINE SILT AND CLAYEY MATERIALS MAY BE USED PROVIDED THEIR MOISTURE CONTENT CAN BE CONTAINED WITHIN THE RANGE THAT ALLOWS FOR THEIR PROPER COMPACTION, THE NATIVE SOIL SHOULD BE PLACED IN 8-IN. LIFTS (LOOSE) AND COMPACTED TO AT LEAST 90% COMPACTION PER ASTM D1557 WITH 2% ABOVE OR BELOW ITS OPTIMUM MOISTURE CONTENT AT TIME OF PLACEMENT. COMPACTION SHALL BE VERIFIED BY TESTING. [1HE INITIAL BACKFILL SHALL CONSIST OF A LAYER IOF SELECT MATERIAL PLACED TO A DEPTH OF J24-IN. BY 8-IN. LIFTS. THE SELECT MATERIAL SHALL BE COMPACTED TO 90% COMPACTION PER ASTM 0 1557 2% ABOVE OR BELOW ITS OPTIMUM MOISTURE NTENT AT TIME OF PLACEMENT. SHEETING (AS NECESSARY) TO BE USED WITHIN THE J PIPE EMBEDMENT ZONE, MUST BE CAREFULLY CONSIDERED BY CONTRACTOR REGARDING ITS IMPACT ,ON THE INTEGRITY OF THE PIPE EMBEDMENT WHEN EXTRACTED. IT MAY BE NECESSARY TO LEAVE THE ISHEETING IN PLACE TO THE TOP OF THE PIPE (AT A MINIMUM). IDENTIFICATION TAPE. SEE NOTE 15 ON DWG 0-2 THE PIPE EMBEDMENT ZONE SHALL BE COMPRISED OF TYPE II BACKFILL SOIL AND BE COMPACTED TO AT LEAST 90% COMPACTION PER ASTM 01557 WITH 2% ABOVE OR BELOW ITS OPTIMUM MOISTURE CONTENT AT TIME OF PLACEMENT. COMPACTION SHALL BE [VERIFIED BY TESTING. [NATIVE MATERIALS MAY BE USED FOR SUBGRADE. WHERE SUBGRADE BECOMES DISTURBED DUE TO LOCALIZED SEEPAGE, SURFACE WATER, OR DEWATERING THE CONTRACTOR SHALL OVER EXCAVATE A MINIMUM OF 2 FEET UNTIL A FIRM LAYER IS ENCOUNTERED, REMOVE PARTICLES LARGER THAN 3 INCHES IN THE LARGEST DIMENSION, AND REPLACE WITH COMPACTED BEDDING MATERIAL WHEN A PIPE IS TO BE INSTALLED BELOW THE GROUND WATER TABLE. THE GROUND WATER SHALL BE LOWERED TO AT LEAST 5 FEET BELOW THE LOWEST EXCAVATED SUBGRADE ELEVATION. THE EXCAVATED SUBGRADE SHALL BE "FIRM AND UNYEILDING MEANING STABLE WITH NO PONDED WATER, MUD OR MUCK AND SHALL BE ABLE TO [SUPPORT CONSTRUCTION EQUIPMENT WITHOUT RUTTING OR DISTURBANCE AND IS SUITABLE FOR PLACEMENT AND COMPACTION OF FILL MATERIAL AND PIPE. BELL-HOLES, BELL-HOLES ARE TO BE DUG SO AS TO PROVIDE A MINIMUM CLEARANCE OF 1,0-IN FROM THE BEDDING MATERIAL LOCATION .K (TYPICAL) 0262 z 0 U) Ui U) 0 a- ft J a- UJ > Id of JR TYPICAL TRENCH DETAIL NO SCALE SOUTHERN CAL/FORNINA UNDERGROUND SERVICE ALERT 811 FOR UNDERGROUND LOC.411N0 2 WORKING a4YS BEFORE YOU DIG REVISIONS 'IVAN L...A—L.........J REV r DATE - BY I - DESCRIPTION IF THIS SCALE BAR DOES NOT MEASURE CT THEN DRAWING IS NOT ORIGINAL SCALE TYPICAL INSTALLATION TO' OF PVVR ::::h l r 7__ 0W OLD -1. GNANEL NOTE WHIDBF - 0 ERATING NUT IS GREATER THAN! 48- BELEM THE SURFACE AN DIFENSION ROD FOR VALUE OPERATION. WITH CIRCULAR CENTERING MAINE, SIUNLL RE REQUIRED. ARE TOP OF THE EXTENSION ROD SHAUL BE MIN. 21- AND MAN. Ql' BELOW THE SURFACE. FOR VALUE OPERATOR WELL CAL' SEE OCTAL DRAWiNG i-li FOR WAKER POST SEE OCTAL DRANPRG 1-27 ••OEA1NED AS 6 MONTHS OR OTHER COACHELLA VALLEY WATER DISTRICT DETAIL OF IRRIGATION IN PAVE, ED TREETS ALE IC-N APPROVAL BArKS ARM, 2006 I i-i 7A 40 V PIPE DMAF7- IN INCHES C VALUES FROM CARVES W FOR TOES RIO DEAD ESDE 'C. STRAIGUT USE THRUST FOR EBB 4' 22- 1/r1)...... FOR CONDAT1ORAS IWO COVERED WA CURVES. THRUST DEViCES BUNT BE APPROVED BY THE ENGINEER. S. CONCRETE TORUS! BLOCKS SAUNA. RE COWSTBIACTRD OF 420-X-A000 CONCRETE. COACHELLA VALLEY WATER DISTRICT DETAIL OF IRRIGATION cAPPROVAL THRUST BLOCK BEARING AREAS 'C REP -C - OAIRW.00M ADD AMTON I RIGA 10 , IOR WITHIN UORSE TOTAL AR NA DO, SEE PLAN VIEW BE CAST WON, M ~E TO FOR SEE DETAL PE - (ONPESM TO - RACKED A-BR WEEK. LEAUDAN 25TH BlEW) -R8 IF - RTKR 6 L BAY F.- I 101/NBA. I SECTION A-A REDEEM -- COACHELLA VALLEY WATER DISTRICT DETAIL OF IRRIGATION VALVE DPERATIIJR WELL CAP AND FRAME ARWOVAL =00.1 JAN. '18 To HJ-'I lS'TI5ONP PLAN VIEW '1 --- FINISH GRADE 10 15 14 11 13 RISE 15 SECTION VIEW 17 ACT ES I) REFER TA SECTON TO-i OF THE SPECIFICATIONS NO DIPS OR LOW SPOTS WILL BEALLOWED IN PIPING NSTULLSTXTT. LOCATE ENCLOSURE AS SHOWN OIl -2AM OR I-ADA MATERIALS SHALL NC SELECTED FROM THE APPROVED MATERIALS UST 0, LEGEND ON PLAINS ITAECM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION UT PVC NEIl RD CLOSE NIPPLE & UT B REX'D LENGTH BRONZE NIPPLE ZSCIHRO STREET ELLS & INSECT SCREEN MIPT A MITT 1/C A UT BRONZE NIPPLE, LAPT A APT 10 0" B /7 BLACK FOAM SLEEVE 7 0 REQUIRED LENGTH COPPER PIPE TAPE "fl' RIGID OR SOFT w/l/U' BRONZE BNU.VALVE WILE/ER HANDLE 2 VALVE ENCLOSURE 2' AUTOMATIC COMOINATIUN AR RELEASE & AID/VACUUM VALVE 12 NOT USED 13 2 COAAP BULL VALVE W/ TEE HEAD 7 0 REO'D LENGTH PVC SOT AG 14 2" 50 BRONZE FIPT K EOA,AP EEL . 2' BRONZE RIFT H APT CORPORATION STOP PIPE FIPT R CPT 1/2' 0 3 STAINLESS STEEL DROP-IN ANCHORS B TA 16 F SIZE 0 7 SERVICE SADDLE. 6 I/O' V I" DEEP WEAKENED PLANE JOINT 7 - VVIGUTION MAIN SEE DETAIL DRAWING I-TB 7 'V 0-INUT 0-900 PVC 0 5 A 2' - E B B' THICK CONCRETE SEAR - - COACHELLA VALLEY WATER DISTRICT DETAILS OF IRRIGATION PIPE F 2' AUTOMATIC COMBINATION F AIR RELEASE & AUR/VACUUM VALVE INSTALLATIONS H- VALVES PLANT WIDTH ITREET J/ Fo CR01150 SURFAC BEND WEIIIPII: , 49&RWi 4L TYPICAL SECTION - T ELEVATION CROSS SECTION FOR C-K PIPE CAP A 12 HOLD AREA CONEMOM W OF 137 NOr 5 BAR . LC B (11TH OR FLANGES PPE (SHOWN WITH BRANCH CLOSED) CONCRETE CT SECTIONAL ELEVATION i r SEND - A. TEE NOTES I IlK. 0 500 BEADING AREA FOR TA/RUST CLOCKS DEPEND ON PRESSURE AND PIPE SIZE. I H5AWU.- CONCRETE FOR WEARING AREAS SEE DETAIL DRAWING 1-20 J_ , ' No CCC. AT NCRETE THEUST BLOCKS SI/ALL RE SECTION B-B CONSTRUCTED OF 020-W-D000 CO RETE VERTICAL ANCHOR BLOCK REF: TC-6 MATES: I) REFER TV SECTION TO-i OF THE SPECIFICATIONS PRXTECTION POSTS SHALL BE SSTVLI.EO AS CALLED TSR ON HE PLANS GA AS DIRECTED AT THE EPIC VEER AN EASEMENT LANT BE NEEDED DEPENDING ON LOCATION OF ENCLOSURE 0) THE ENCLOSURE SHALL WE DESERT TAN AS MANUFACTURED IN ACCORDANCE WITH THE APPROVED MATERIALS LOT 5) IF THE CONCRETE SLAM IS TO WE INSTALLED ADJACENT TO A CONCRETE SIDEWALK A COLD JOINT STRIP SCALE WE INSTALLED N) MATERIALS SHALL WE SELECTED 1160K THE APPROVED MATERIALS LIST DAD F LEGEND COACHELLA VALLEY WATER DISTRICT DETAIL OF IRRIGATION REF C-i ___ COMBINATION F AIR & VACUUM VALVE F ENCLOSURE - c LOCATIONS I *PRWOVNL DAYDI APW. 2006 I I-ZZA COACHELLA VALLEY WATER DISTRICT DATE L4 PUMP STATION EXTENSION TO LA QUINTA RESORT MOUNTAIN COURSE, MAY, 2015 LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB SHEET TRENCH SECTION AND 12 OF 15 CWD STANDARD DETAILS DRAWING NUMBER GC-1 ORAWINI'l NI') 4flRfliT Z-"7 __ '1 ADD I A 052862 APPROVED ATE \ V TRl' 1S 552 c E I COP/U 121111 1,1 N OVAND BLVD SUITE 1780 GLENDALE CU 91203 6400 FAX 81 8_552-6401 DAVID ENGINEER - PHONE 818 APPROVED MARK JOHNSON, DIRECTOR OF ENGINEERING 0/27/15 DATE A. C. E. NO. 42862 LOP DATE, 3/31/16 "C NOTES: THIS CONE GURATION IS ALTERNATIVE AND CAN ONLY RE USED AS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER COURISfl.OS AIR RELEASE A AIR/VACUUM TO BE CONSTRUCTED AS SHOWN ON 1-21 WITH THE ADDITION OF A 90 BRONZE COMPRESSION ELL LOCATED UNDER CONCRETE SLOB ADJACENT TO BALL VALVE REFER 10 SECTION TC-7 OF THE SPECIFICATIONS A) PROTECTION POSTS SHALL BE INSTALLED AS CALLED FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER MI EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF ENCLOSURE IRE ENCLOSURE SHALL BE DESERT TAN AS MANUFACTURED IN ACCORDANCE WITH THE REPROVED MATERIALS UST 1) K DOE CONCRETE SLAB IS TO BE INSTALLED ADJACENT TO A CONCRETE SIDEWALK A COLD JOINT STRIP SHALL BE INSTALLED B) MATERIALS SHALL BE SELECTED FROM THE REPROVED MATERIALS LIST LEGEND ON ISI PILATE LOCATION SIDEWALK (TYPICAL) ("MDII MODE=lK" LINK-SEAL M000L.A&.SLAJ.S SEAL ABlEST: EROS (H11011) OR DES (BLAB) TEMP. RABBI, -40 TO + BIOTO (-40 TO +15111)' CORCIECTE - WSLL/STAAB PIPE IEABE IRE-CAST OPENING )IE'AB) UNK SEA. - MODEL S-SIE MODULAR SEAL RU Epp _4. ,IL"'N4PI. •fl,.I. 1.1,II': 9.9.I.:-.1!.:.: .!R:' .i.II•5iJ .I.!.:•5I5lI I 1 .•1 KW'.' i.:.. R 5! :5511. 1•1 P :.:-.0,-• IP -'•.R-'I,5EAN5III 1fl5! -ESKI :. :g} SOUTHERN cAL/FORNINA UNDERGROUND SERViCE ALERT 811 FOR UNDERGROUND LOCATING 2 WORKING 04)5 BEFORE YOU DIG I Al I 44.509 I 49.090 I 1 PIPELINE CONNECTION A'S COACHELLA VALLEY WATER DISTRICT LINK-SEAL PIPELINE CDNNECTOR DETAIL DWH AN. 2014 1 DRAWING NURGERE ELAN I\ 1 0 1 I REVISIONS LI—L.........J I—REv DATE BY -- DESCRIPTION - IF THIS SCALE BAR DOES NOT MEASURE 1" THEN DRAWING IS -- I -- - NOT ORIGINAL SCALE N&E EIDURIOWTO__ PROPOSED PVC IRRIGATION PIPE OROUEN 'W - 111-E I- OF P'P PER SLEEt TRE EXISTING CONCRETE IRRIGATION PIPE - PARALLEL UTILITY PLAN VIEW COACHELLA VALLEY WATER DISTRICT VERTICAL AND PARALLEL U PIPELINE SEPARATIONS FOR IRRIGATION fl+pRO-L*I DIUW: .IAN. 2014 DRAWING NUMBER: I-SO 7 / , DAVID S WILSON, PROJECT ENGINEER E 042862 R 33 6 I MARK 101IN50N, DIRECTOR SF ENGINEERING ___________ 5/27/15 TRI RAPROVED MARC R0ZMAN' DATE N C. C. NO. 42862 EOP DATE 3/31/16 REF: TC-7 HORHIRRE \ izv RLOASOCOOSJj I - \V B\MN 4IB ?c% RRDJ+YVRLW —R JIE PR. PRISSUITE REDU R, C 11B MANHOLE TAF SIR, BURIED P " COACHELLA VALLEY WATER DISTRICT DETAIL OF IRRIGATION CARSONKTE U11LITY MARKER APPT501I DM6 JAN. 2014 DRAWING NUMBERI 1.27 IS, WRAPPED IN IS MILE PE LAIR RAM AN TEA F- WITH GOAIERETP SET OH RNGO SPADE OPERATING RSO' W12' PLUG MALVE ARAB IN 8 MIL —DYNE PLAEE CONCRETE AGAINST SECTION 8-8 COACHELLA VALLEY WATER DISTRICT IRRIGATION STANDARD FOR BURIED PLUS VALVE BOX UNIMPROVED AREA APPROVAS. D—E: JAN 2014 R— NAMOERI HaG 11 (/4) (I) 0 a- a- Id Lij COACHELLA VALLEY WATER DISTRICT DATE L4 PUMP STATION EXTENSION 10 LA QUINTA RESORT MOUNTAIN COURSE, MAY, 2015 - LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB __________________ El SHEET 13 OF 15 lETS URAIUDU,.ID CVWD STANDARD DETAILS AND SUITE 1780 GLENDALE 0A91203 TYPICAL CONNECTION DETAILS DRAWING NUMBER LL PHONE 010-502-8400 FAX 818-552-6401 CC-2 DRAWINO NO 4ITNII4 SECTION 6" rEP) 16" INLET TYPE GRATE @-\ \ 12" C-BOO PVC FOR DUNES AND MOUNTAIN COURSES. 14" C-905 PVC FOR LA QUINTA COUNTRY CLUB PLAN 6' ED DEW, TERING W/ CVWD ED - , COORDINATE ED ED ®ED NO SCALE NOTES -' U') PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 30" PIPELINE AT THE CONNECTION POINT TO DETERMINE ITS EXACT LOCATION (HORIZONTAL AND VERTICAL), 0 DIAMETER AND MATERIAL. SURVEY DATA TO BE PROVIDED TO CVWD FOR AS-BUILTS. Q CONTRACTOR SHALL BEGIN PIPELINE CONSTRUCTION WITH A 0 TEMPORARY 14" BLIND FLANGE AND THRUST BLOCK FOR TESTING. CONTRACTOR SHALL SET 14" PIPE AT AN ELEVATION THAT WILL ALLOW STRAIGHT TIE-IN. I AFTER PROPOSED PIPELINE HAS BEEN TESTED BY CONTRACTOR AND ACCEPTED BY CVWD, CVWD WILL CLOSE EXISTING VALVES TO ISOLATE THE CONNECTION LOCATION. THEREAFTER, CONTRACTOR SHALL REMOVE PORTION OF EXISTING 30" PIPELINE AS REQUIRED Z FOR CONNECTION. DEWATER EXISTING 30" PIPELINE SO THAT NO OPEN END OF THE EXISTING OR PROPOSED PIPELINE BECOMES SUBMERGED. REMOVE TEMPORARY 12" BLIND FLANGE AND THRUST BLOCK AND INSTALL ALL PIPING AND FITTINGS AND APPURTENANCES IN ACCORDANCE WITH THE DETAIL HEREON. ALL CONNECTION WORK SHALL BE PERFORMED UNDER CVWD LiJ INSPECTION, CONNECTION PIPING AND FITTINGS SHALL BE KEPT CLEAN DURING CONSTRUCTION AND SHALL BE SWABBED WITH CHLORINE SOLUTION PRIOR TO INSTALLATION. CL CONTRACTOR SHALL FURNISH ALL SURVEYING AND MEASUREMENTS REQUIRED TO DETERMINE EXACT LOCATION, DIAMETER AND AT RIAL OF EXISTING 3D" IP LINE AT CONNECTION POINT. FOR PIPE SIZES GREATER THAN 18", CONTRACTOR SHALL CALCULATE BEARING AREA OF THRUST BLOCK BASED ON 225 PSI PRESSURE AND SOIL BEARING VALUE BASED ON SOIL TYPE. CALCULAAT71ON SHALL BE SIGNED BY 'A' FORNIA REGISTERED CIVIL CONSTRUCTION NOTES: EXISTING 30" PIPELINE. CONTRACTOR VERIFY, SEE NOTE 1. 14" PVC C-900 PIPELINE. TEMPORARY 14" BLIND FLANGE AND THRUST FOR TESTING. REMOVE AFTER TESTING IS ACCEPTED. 30"04" DI FLANGED TEE. 30" DI FLANGED H PLAIN END SPOOL. LENGTH AS REQUIRED. 30" DI CONNECTION COUPLING. 14" PVC 0-900 CONNECTION PIPING, LENGTH AS REQUIRED. THRUST BLOCK PER 1-19/CC-1 AND NOTE 6. 1 B 14" FLANGED PLUG VALVE, EPDM COATED. 14" RESTRAINED FLANGED ADAPTER. ID, STATION (SEE PLAN AND PROFILE DWGS) 8-2"0 HOLES 5" OC- - . - ---TOP OF --: ' 'C'TO VAULT EL "A" - - o'N 0000 0 0 I STATION (SEE PLAN AND PROFILE DWGS) MATERAL, EQUIPMENT AND WORK DESCRIPTIONS; 1 RESTRAINED DI FLANGED ADAPTER FOR PVC. TOP OF 14' STD WT STEEL. CML&C, FLANGED x FLANGED SPOOL SHIP FLANGE VAULT EL "A" LOOSE FOR PIPE END INSIDE VAULT. (SEE TABLE) 14" FLANGED PLUG VALVE MANUFACTURED BY PRATT OR APPROVED EQUAL. WITH ELECTRIC MOTOR ACTUATOR, MANUFACTURED BY ElM (EMERSON) OR APPROVED EQUAL CONDUITS, CONDUCTORS, AND LAKE LEVEL CONTROLS TO BE FURNISHED AND INSTALLED AS PART OF A SEPARATE CONTRACT. PLUG J J._L.__ VALVE W/ACTUATDR TO BE FURNISHED BY CVWD AND INSTALLED BY FLOW M M (MIN) FLOW CONTRACTOR. 14" STD NT STEEL. CML (EPDXY COATED). FLANGED x GROOVED END SPOOL. EL "C" GROOVED COUPLING. VICTAULIC STYLE 77. OR APPROVED EQUAL. BOTTOM LINK SEAL MODEL "C" SIZED TO FILL VOID BETWEEN PIPE AND VAULT VAULT EL "B" (SEE TABLE) PIPE SUPPORT PER DETAIL 1/GC-4. (Zy SLOPE 7' LONG, 8' WIDE, DEPTH AS NOTED HEREON (INSIDE DIMENSIONS) CUSTOM 1 12-11 PRE-CAST CONCRETE VAULT AS MANUFACTURED AND DESIGNED BY JENSEN. - tTYPI J&R CONCRETE OR APPROVED EQUAL. CONTRACTOR TO DETERMINE VAULT PENETRATION LOCATIONS PRIOR TO ORDERING VAULT. VAULT TO BE TAB FURNISHED LE BY CVWD AND INSTALLED BY CONTRACTOR. SECTION HINGED SPRING ASSISTED COVERS, DOUBLE LEAF, ALUMINUM PARKWAY RATED 13+73.50 3:1 + 00 53,69 WITH CENTER SUPPORT BEAM, STAINLESS STEEL SLAMLOCK AND OVERSIZED 40.501 34.15 136.151 RECESSED PADLOCK HASP, MODEL THD MANUFACTURED BY USE OR APPROVED EQUAL; SUPPLIED WITH VAULT, Al POLYPROPYLENE STEPS MEETING ASTM C-478, PARSON ENVIRONMENTAL NO 18" P-10938 OR AMERICAN STEP MODEL NO ML-TO. ATTACH 42" ALUMINUM TELESCOPING LADDER EXTENSION AND POST TO STEPS; SUPPLIED WITH VAULT 10 . SET PRE-CAST CONCRETE VAULT ON 12" 3/4" GRADED CRUSHED ROCK BASE COMPACTED TO 95% RELATIVE COMPACTION. GROUT FLOOR OF VAULT SO IT SLOPES 1% MIN IN ALL DIRECTIONS TO TB" INL GRATE. PIPE STANCHION BASE SHALL BE SET HIGHER THAN TOP OF ET FLOW FLOW FINISHED GROUT FLOOR, 14" C-SOS PVC PIPE -905 PVC PIPE PLAN CM L& C CONTROL VAULT DETAIL (LA QUINTA COUNTRY CLUB ONLY) (9 NO SCALE CONSTRUCTION NOTES: Q EXISTING 27" PIPELINE. CONTRACTOR VERIFY, SEE NOTE 1 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING 27" PIPELINE AT THE CONNECTION POINT TO 6' 12" PVC C-BOO PIPELINE. DETERMINE ITS EXACT LOCATION (HORIZONTAL AND VERTICAL), DIAMET ER AND MATERIAL. SURVEY DATA TO BE PROVIDED TO CVWD COORDINATE TEMPORARY 12" BLIND FLANGE AND THRUST FOR TESTING. FOR AS-BUILTS. "I', DEWATERING REMOVE AFTER TESTING IS ACCEPTED. 18/ cvwo CONTRACTOR SHALL BEGIN PIPELINE CONSTRUCTION WITH A TEMPORARY 12" BLIND FLANGE AND THRUST BLOCK FOR TESTING. ® " 27'"x12" DI FLANGED TEE. CONTRACTOR SHALL SET 12" PIPE AT AN ELEVATION THAT WILL 27" DI FLANGED x PLAIN END SPOOL. LENGTH AS REQUIRED. ALLOW STRAIGHT TIE-IN. 27" DI CONNECTION COUPLING. AFTER PROPOSED PIPELINE HAS BEEN TESTED BY CONTRACTOR AND ACCEPTED BY CVWD, CVWD WILL CLOSE EXISTING VALVES TO a7 1 7 12" PVC C-BOO CONNECTION PIPING LENGTH AS REQUIRED. ISOLATE THE CONNECTION LOCATION. THEREAFTER, CONTRACTOR SHALL REMOVE PORTION OF EXISTING 27" PIPELINE AS REQUIRED THRUST BLOCK FOR CONNECTION. DEWATER EXISTING 27" PIPELINE SO THAT NO c V912" OPEN END OF THE EXISTING OR PROPOSED PIPELINE BECOMES FLANGED PLUG VALVE, EP SUBMERGED. REMOVE TEMPORARY 12" BLIND FLA NGE AND THRUST 12" RESTRAINED FLANGED ADAPTER. BLOCK AND INSTALL ALL PIPING AND FITTINGS AND APPURTENANCES IN ACCORDANCE WITH THE DETAIL HEREON. ALL CONNECTION WORK SHALL BE PERFORMED UNDER CVWD (') INSPECTION. CONNECTION PIPING AND FITTINGS SHALL BE KEPT CLEAN DURING CONSTRUCTION AND SHALL BE SWABBED WITH CHLORINE SOLUTION PRIOR TO INSTALLATION. CONTRACTOR SHALL FURNISH ALL SURVEYING AND MEASUREMENTS REQUIRED TO DETERMINE EXACT LOCATION, DIAMETER AND EaLAL OF EXISTING 27" PIEEUNE AT CONNECTION POINT. FOR PIPE SIZES GREATER THAN 16" CONTRACTOR SHALL SOUTHERN CALIFORNINA ('Al CLJIATE BEARING AREA OF THRUST RI OCK BASE UNDERGROUND SERVICE ALERT PRESSURE AND SOIL BEARING VALUE BASED ON SO CALCULATION SHALL BE SIGNED BY CA EERANDUBMIUEDFORAPPRORNIAREOST INL 811 CONNECTION TO EXISTING PIPELINE (DUNES) FOR UNDERGROUND LOCATING 2 NO SCALE WORKING (Z4FT BEFORE YOU DIG (FYI 12" tTYRY - TABLE (MOUNTAIN COURSE) " '" ".'" '"'"'"""' "'' '"."'-,- - STA I "A" "B" "C" 7. PIPE SUPPORT PER DETAIL 1/GC-4. I STA 10+64.50 145.43140.52 142.12 8 8' LONG x 9' WIDE, DEPTH AS NOTED HEREON (INSIDE DIMENSIONS) TABLE (DUNES COURSE) CUSTOM PRE-CAST CONCRETE VAULT AS MANUFACTURED AND DESIGNED STA "A" "B "C" J BY JENSEN, J&R CONCRETE OR APPROVED EQUAL. CONTRACTOR TO [STA 21+95 42.01135.40136.901 PROVIDE VAULT PENETRATION LOCATIONS TO CVWD. VAULT TO BE FURNISHED BY CVWD AND NSTALLED BY CONTRACTOR. TABLE (LA QUINTA CC) 9 HINGED HATCH SPRING ASSISTED COVERS. DOUBLE LEAF. ALUMINUM STA I "A" 1 "B" "J PARKWAY HATCH RATED WITH CENTER SUPPORT BEAM, STAINLESS STEEL ISTA 11+05 I46.48140.35[41.851 SLAMLOCK AND OVERSIZED RECESSED PADLOCK HASP. MODEL THO MANUFACTURED BY USF OR APPROVED EQUAL. COVER TO BE FURNISHED WITH VAULT BY VAULT MANUFACTURER. POLYPROPYLENE STEPS MEETING ASTM C-478, PARSON ENVIRONMENTAL NO P-10938 OR AMERICAN STEP MODEL NO ML-10 ATTACH 42" ALUMINUM TELESCOPING LADDER EXTENSION AND POST TO STEPS. 14 STEPS TO BE FURNISHED WITH VAULT BY VAULT MANUFACTURER. GROOVED COUPLING. VICTAULIC STYLE 77, DR APPROVED EQUAL. SET PRE-CAST CONCRETE VAULT ON 12" OF 3/4" GRADED CRUSHED ROCK BASE COMPACTED TO 95% RELATIVE COMPACTION. 8" STD AT STEEL CML&C. FLANGED /1 FLANGED SPOOL SHIP FLANGE )(is'p) LOOSE FOR PIPE END INSIDE VAULT. 12" C-BOO PVC FOR i: TOP LEVEL COURSES. 14" C-905 FLANGED ECCENTRIC REDUCER 0~STANDARDS~. DUNES AND MOUNTAIN OATED) PER FOR LA QUINTA 16. COUNTRY CLUB 5 1 MWIN PVC UT FLOOR 0 A T SO IT SLOP A 18" INLET GRATE. PIPE STANCHION BASE SHALL BE SET HIGHER THAN TOP OF FINISHED GROUT FLOOR. METERING VAULT DETAIL MATERIAL, EQUIPMENT AND WORK DESCRIPTIONS: B" KROHNE OPTIFLUX 2300 ELECTROMAGNETIC FLOW METER AND IFC-300W FLOW CONVERTER TO BE FURNISHED BY CVWD AND INSTALLED BY CONTRACTOR. B" STD WI STEEL. CML (EPDXY COATED), FLANGED // GROOVED END SPOOL. 8" FLANGED PLUG VALVE MANUFACTURED BY PRATT OR APPROVED EQUAL. WITH ELECTRIC MOTOR OPERATOR MANUFACTURED BY ElM (EMERSON) OR APPROVED EQUAL, PROVIDE LIMIT SWITCHES FOR OPEN, ® CLOSE. AND REMOTE CONTACT TO SIGNAL VALVE TO OPEN AND CLOSE. PROVIDE MANUAL OVERRIDE. VALVE W/ACTUATOR TO BE FURNISHED BY CVWD AND INSTALLED BY CONTRACTOR. RESTRAINED DI FLANGED ADAPTER FOR PVC. 1" STEEL COUPLING WELDED TO PIPE. 1/2" STAINLESS STEEL BALL VALVE. 1/2" STAINLESS STEEL NIPPLE, 1"x 1/2" STAINLESS STEEL BUSHING, AND PRESSURE TRANSMITTER, ROSEMOUNT MODEL NO 351T. A LINK C/Al kiflflrl "I" CIT/fl TO /11: /flIfl RPTWRFM PIPE OMIT f/All! BETWEENPIPE CONNECTION TO EXISTING PIPELINE (LA QUINTA CC) (~__QNGINEER AND SUBMITTED FOR APPROVAL. Lli NO SCALE COACHELLA VALLEY WATER DISTRICT DATE WE LA QUINTA RESORT DUNES COURSE AND LA QUINTA COUNTRY CLUB ____________________ SHEET L4 PUMP STATION EXTENSION TO LA QIJINrA RESORT MOUNTAIN COURSE, MAY, 2015 - G E I L,:uItAr:t: 14 OF 15 101NBRANGBLVD CONTROL AND METERING VAULT AND SUITE 1780 -C GLENDALE,CA91203 CONNECTION DETAILS DRAWING NUMBER PHONE 11111-112-64110 GC-3 FAX 818-552-6401 UNMVVIINEA NE,) 'IUOUO REV DATE BY DESCR;PTION REVISIONS ,. ' "/).. -- DAVID S. RALSON, PROJECT ENGINEER IF THIS SCALE NOBAR DOES MEASURE AlT 6/1/15 KSC ADDENDUM NO. 1 'C D42862 GIi / . Ep3 '---' --------------- _- .----- - DRAWING IS MARK 0 NSON, DIRECTOR OF ENGINEERING 1" THEN ...'.' NOT ORDINAL - -- L -----,-T/ ).LA.,.,..,. :L 5/27/15 SCALE MARC --. J ROZMAN DATE APPROVED APPROVED A. C. E. NO, 42862 EXP DATE: 3/31/16 PIPE STANCHION SADDLE WITH U-BOLT, ANVIL FIG 265 PIPE STANCHION SADDLE WITHOUT U-BOLT, ANVIL FIG 264 OR EOUAL INSTALL 1/2" BOLT ON U-BOLT SUPPORTS (GRILL THROUGH SUPPORT) 1/2" THK BASE PLATE—.\ 3/4" NON-SHRINK, N NON METALLIC GROUT DA MIN U-BOLT (ANVIL FIG 265) DIA "B" ,--THREADED COUPLING TO PERMIT ADJUSTMENT SCH 40 STE RISER PIPE 7" 1 1/2" (TSP) 1:1 PtA Q r DI AT TYPE PSi -WITH U-BOLT PIPE SIZE A B TYPE PSi -WITHOUT U-BOLT PIPE SIZE A B B" 1 3" 2 1/2 12" 3" 2 1/2 14" 4" 3" H 1. WHERE LOCATED UNDER FLANGE OR VALVE USE PS2 SUPPORT WITH CONCRETE SLAB - 1/2" D SS WEDGE SADDLE RADIUS TO MATCH FLANGE OR VALVE BODY. SADDLE SHALL ANCHORS, 3" MIN BE CAST IRON OR FABRICATED STEEL. EMBEDMENT (TSP) 2. PIPE STANCHIONS AND ACCESSORIES SHALL BE HOT DIP GALVANIZED (HOC). PSi-PIPE STANCHION WITH U-BOLT PS2-PIPE STANCHION WITHOUT U-BOLT 1 NO SCALE EXIST GRADE - MAX SEE NOTE #4 BAR (CO NT) CENTERED ON SLAB EXIST LINER 12" C-900 PVC FOR DUNES AND MOUNTAIN PLACE SECTION PVC FOR LA QUINTA COUNTRY CLUB MATERLRL, EQUIPMENT AND WORK DESCRIPTIONS: 1. RESTRAINED DI FLANGED ADAPTER FOR PVC. 2, 43' DI FLANGED ELBOW. THRUST BLOCK PER STO DWG I-lB. SHORT RADIUS 90' ELBOW, STD WT STEEL, CML EPDXY COATED (FLANGED ENDS). COMPACT SUBGRADE TO 95% RELATIVE COMPACTION (MINIMUM 1-0" BENEATH PROPOSED CONCRETE). STD WT STEEL, CML&C (BELOW GRADE), CML EPDXY COATED (ABOVE GRADE), FLANGED x FLANGED SPOOL. MAXIMUM WATER SURFACE IS DEFINED AS FOLLOWING: MOUNTAIN COURSE: 1-0" BELOW TOP OF EXISTING FAIRWAY GRADE AT EDGE OF LAKE. DUNES COURSE: 1-0" BELOW RAILROAD TIES AT EDGE OF LAKE. LA QUINTA CC (SMALL LAKE): 1'-D" BELOW TOP OF EXISTING FAIRWAY GRADE AT EDGE OF LAKE. LA INTAGc (LARGE LAKE:1'-4" BELOW TOP OFEXISTING FAIRWAY EXACT LENGTH OF DISCHARGE NOZZLE EXTENSION SHALL BE DETERMINED IN THE FIELD. - - LAKE DISCHARGE DETAIL NO SCALE SOUTHERN CAL/FORN/NA UNDERGROUND SERVICE ALERT 811 FOR UNDERGROUND LCCAT7NG 2 WORKING 041'S NEFORE YOU DIG 0 IF THIS SCALE BAR DOES NOT MEASURE 1" THEN SPRAINS IS NOT ORIGINAL SCALE REVISIONS REV DATE BY DESCRIPTION 6/1/1 5 KSC ADDENDUM NO. 1 COACHELLA VALLEY WATER DISTRICT DATE ' T L4 PlUMP STATION EXTENSION TO LA OUINTA RESORT MOUNTAIN COURSE, MAY, 2015 DAVID S. .I)SON, PROJECT ENGINEER ,, LA OL)IN1A RESORT DUNES COURSE AND LA DUINTA COUNTRY CLUB SHEET .. r MARK 2 NSON DIRECTOR OF ENGINEERING 101 N BRAND BLVD 1 5 OF 15 5/27/15 GLENDALE,CA91203 4O ~ SUITE 1780 MISCELLANEOUS DETAILS DRAWING NUMBER DATE PHONE 818-552-6400 GC TRI APPROVED N. C. E. NO. 42882 EOP DATE: 3/31/16 VAX B1A552.6401 - it 0 LL UHAWINU NO 4UbUb