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PWP2023-0002ta (2ai�fra GEM ofihe DESERT — PUBLIC WORKS PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes 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: 4/3/2023 LOCATION OF CONSTRUCTION (Street address or Description): WASHINGTON SOUTH OF FRED WARING DR PURPOSE OF CONSTRUCTION: INSTALL 12" DUCTILE IRON NON -POTABLE WATER LINE AND METERING VAULT DESCRIPTION OF CONSTRUCTION: CVWD FY20-21 NON -POTABLE WATER OFF -SITE PIPELINE PROJECT DIMENSION OF INSTALLATION OR REMOVAL: 474 LINEAR FEET APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/27/2023 TIME OF COMPLETION: 8/30/2023 ESTIMATED CONSTRUCTION COST: $782,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) rice]► 1AA 1:11►1W_1LII0ilNO] RMIL1 i[.7_\IF-0107_1LTA I_1►IIt7WTI ►1:9i]9:1101G.1 YfflWilla LTA I 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 La Quinta and to pay for any additional replacement necessary as the result of this work. CVWD- JIGNESH LADHAWALA Name of Applicant (please print) WEKA INC - MARK SISEMORE 75525 HOVLEY LANE E PALM DESERT, CA 92211 APPLIED ON ETRAKIT Signature of Applicant or Agent (714)478-3618 Business Address Telephone No. 236 W ORANGE SHOW RD, SUITE 114 SAN BERNARDINO, CA 92408 (760)881-5287 Name of Contractor and Job Foreman Business Address 670100 Contractor's License No. XL INS AMER INC Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 Telephone No. LIC-766899 City Business License No. NPC100589400 Policy Number PERMIT NO: PWP2023-0002 DATE ISSUED: 4-3-2023 EXPIRATION DATE: 4-3-2024 BY: >L 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. Tjhf °FAQ PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 0902, Tract NO: Project Name: FY 2020-2021 NFw offsite Pipeline Improvements Vicinity Warner Rd. and Fred Waring Dr. Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)Install a 12" Ductile Iron Water Line and Metering Vault Description of Construction i.e.: See Plan Set No. 01234)7892 Dimension of Installation or Removal: 474'LF 1� Approximate Construction Start Date: July 27 2023 Approximate Construction Completion Date: Aug. 30 2023 Estimated Construction Cost: MZ'00.00 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: ±Iigne'sfi Ladhawala Phone Number:�14-4�78-3618 Name of Applicant/Owner: Coachella Valley Water District Applicant Address: 75525 Hovley Ln. E. Palm Desert Ca. 92211 Applicant Telephone Number: 760=398.2661 Applicant E-mail AddressJladhawala@cvwd.org Name of Contractor: Weka Inc. Contractor Address: 236 W. Orange Show Rd. Ste. 114 San Bernardino Ca. 92408 Contractor Telephone Number: 90.9-4254700 Contractor State License Number: 670100 Contractor City Business License Number: Contractor E-mail Address:wekainc@gmail.com ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: 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: Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority Application for Fert-nif pos e City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number PWP2023-0002 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. 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, spalled, 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 apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® 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. ® 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. ❑ 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 ('/d') 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. ❑ R7 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 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 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. ® R12 SURVEY MONUMENTS: 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. ❑ 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. ❑ 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 lights 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. ® 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. ❑ 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. ❑ 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. ® 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. ® 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. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (Y) 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. ® R23 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 backfilled 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. PWP2023-0002 For CVWD /FY2020-2021 Non -Potable Water Off -Site Pipeline/ Washington St South of Fred Waring Dr (For Work Within the City of La Quinta Limits Only) 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 annual blanket permit must have the following documents on file at the Public Works Department 2 weeks prior to start of construction: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number The sub -contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering 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 (Jignesh Ladhawala) and/or Weka Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall 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 1 st 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 1 st 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. 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 8:30 a.m. and removed before 4:30 p.m. The Permittee shall contact the City Traffic Signal Technician at (760) 777- 7070 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 3 PERMIT NO. PWP2023-0002 For CVWD /FY2020-2021 Non -Potable Water Off -Site Pipeline/ Washington St South of Fred Waring Dr (For Work Within the City of La Quinta Limits Only) 8. 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. 9. 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. 10. Traffic control plans will not be required to be submitted in advance, but the traffic control plan shall be reviewed and approved by the City prior to starting any construction. 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 Manual). 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 version of the CA MUTCD or the latest edition of the WATCH Manual. 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. A minimum of two (2) travel lanes (one in each direction) of paved surface shall be maintained at all times. When work does not permit two travel lanes, one travel lane of paved surface and an appropriate number of flagmen shall be maintained at all times. When planned work does not permit maintaining vehicular travel, CVWD shall submit a street closure/detour/traffic control plan 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) to the City for review and approval one week prior to starting construction. 11. 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. 12. 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. 13. All excavations within City of La Quinta right-of-way shall be backfilled, 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 backfilled in the same day. Excavated trenches shall not be allowed open overnight. Special Conditions Page 2 of 3 PERMIT NO. PWP2023-0002 For CVWD /FY2020-2021 Non -Potable Water Off -Site Pipeline/ Washington St South of Fred Waring Dr (For Work Within the City of La Quinta Limits Only) 14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 15. Access and egress to all local properties shall be maintained at all times. 16. 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. 17. 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. 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 CONTRACTOR INSTRUCTIONS 1. All traffic control devices shall conform to the latest edition of California Manual on Uniform Traffic Control Devices(CA MUTCD), and the Standard Specifications for Public Works latest edition. 2. The Cities of Indian Wells, Palm Desert, Rancho Mirage, La Quinta and County of Riverside Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Work hours: See note number 2 below. 5. Trenches must be back filled or plated during non -working hours. 6. Pedestrian controls shall be provided as shown on the plans. 7. Temporary "NO PARKING" signs will be posted 72 hours prior to commencing work. 8. Access to driveways will be maintained at all times unless other arrangements are made. 9. All striping removed or damaged, will be replaced by the contractor within 24 hours ( or replaced with temporary tape ). 10. All workers shall be equipped with a class three vest ( or a reflective vest at night ). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 11. Any work that disturbs normal traffic signal operations shall be coordinated with the Traffic Division, 48 hours prior to beginning of construction. 12. The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week. 13. A minimum of eleven ( 11 ) foot travel lanes must be maintained unless otherwise approved by Public Works. 14. A solar powered flashing arrow board shall be required on all arterial street closures. NOTE: 1. WORK PERFORMED IS FOR NON -POTABLE WATER. 2. WORK HOURS WILL BE: 7:00 AM - 5:00 PM MONDAY - FRIDAY 8:00 AM - 5:00 PM SATURDAY (SATURDAY WORK REQUIRES ADVANCE APPROVAL) NO LANE CLOSURES PRIOR TO 8:30 AM OR AFTER 4:30 PM, UNLESS SPECIFIED OTHERWISE NO WORK ALLOWED ON SUNDAY OR NATIONAL HOLIDAYS.* 3. TWENTY FOUR HOUR CONTACT FOR THIS PROJECT WILL BE: MARK SISEMORE (760) 881-5287. 4 TYPE II BARRICADE WITH SIGN I TYPE III BARRICADE WITH SIGN SPRING STAND O PORTABLE DELINEATOR AREA OF CONSTRUCTION M=01111110� DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION FLASHING ARROW SIGN TEMPORARY TRAFFIC CONTROL PLANS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY WATER DISTRICT FY2020-2021 NON -POTABLE WATER (NPW) OFF -SITE PIPELINE PROJECTS SPECIFICATION NO. 2022-22 Da rby Rd. Tuck.Dn fir 1;1j % Torino Dr. D U) lit z+ G) r' O z W Cn F calle o, Naples Dr. ra FRED WARING DR FRED WARING DR _ Pr_&d: arI Palm Rayate 11/41 PROJECT Cormtry -CArb 1. r'trl +radian wells VIA SEVILLA Tennis Garden s ti'ti oT o� 01 M M LOCATION MAP PROJECT GENERAL TRAFFIC CONTROL NOTES: 1. THE APPLICATION OF THE SPECIFICATION FOR THE 5. THE CITY/COUNTY OF HAS THE RIGHT TO WORKSITE TRAFFIC CONTROL SHALL CONFORM TO THE OBSERVE THE TRAFFIC CONTROL IN USE AND TO MAKE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC ANY CHANGES DEEMED NECESSARY BY FIELD CONTROL DEVICES (CA MUTCD ), CHAPTER 6 OF THE 2014 CONDITIONS. ANY CHANGES SHALL SUPERSEDE THESE EDITION, THE WORK AREA TRAFFIC CONTROL HANDBOOK PLANS AND WILL BE DONE SOLELY AT THE ( WATCH MANUAL), LATEST EDITION, CALTRANS CONTRACTORS EXPENSE. SPECIFICATIONS AND STANDARD PLANS, AND THE CITY/COUNTY 6. ORANGE COLORED ENGINEERING GRADE REFLECTIVE STANDARDS LATEST EDITIONS. OR BRIGHTER SHEETING SHALL BE USED AS THE 2. THE NAME AND PHONE NUMBER (24-HOUR AVAILABILITY) BACKGROUND FOR ALL CONSTRUCTION MAINTENANCE OF THE CONTRACTOR'S SAFETY COORDINATOR AND WORK ZONE AND WARNING SIGNS USED WITHIN THE TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL WORKSITE TRAFFIC CONTROL AREA. IF NOT SPECIFIED BE PROVIDED TO THE CITY/COUNTY INSPECTOR. ANY CHANGE IN BY THE STANDARDS LISTED IN NOTE 1 ON THIS PLAN. THE ASSIGNED PERSONNEL OR PHONE NUMBER SHALL BE 7. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REPORTED IMMEDIATELY TO THE INSPECTOR. THE REMOVED FOLLOWING THE COMPLETION OF THE CONTRACTORS SAFETY COORDINATOR AND/OR TRAFFIC CONSTRUCTION PHASE. THE PERMANENT TRAFFIC CONTROL DEVICE MAINTENANCE INSPECTOR SHALL MAKE CONTROL DEVICES SHALL BE RESTORED BY THE PERIODIC INSPECTIONS OF TRAFFIC CONTROL DEVICES CONTRACTOR AS OPERATIONS REVERT BACK TO THE THROUGHOUT THE DAY AND NIGHT TO INSURE THAT DEVICES' INTENDED USE. CONTROLS ARE PROPERLY LOCATED AND IN GOOD REPAIR. THE ABOVE PERSONNEL SHALL HAVE THE WORKSITE 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO TRAFFIC CONTROL PLANS ON SITE AND AVAILABLE AT ALL MAINTAIN ACCESS TO ALL PUBLIC AND PRIVATE TIMES. DRIVEWAYS IN THE CONSTRUCTION AREA NOT RELATED TO THE SPECIFIC PROJECT. CONTRACTOR IS TO NOTIFY 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR NEIGHBORING BUSINESSES 72-HOURS IN ADVANCE OF PERFORMING WORK FOR THE PROJECT TO INSTALL AND CONSTRUCTION. MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC 9. ALL NECESSARY ENCROACHMENTS PERMITS SHALL BE CONTROL DEVICES AS MAY BE REQUIRED BY THE CITY/COUNTY. OBTAINED PRIOR TO THE COMMENCEMENT OF THE TRAFFIC CONTROL PLAN INSTALLED SHALL PROVIDE CONSTRUCTION. FOR SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN 10. ALL CONFLICTING SIGNS SHALL BE COVERED. TRAFFIC THROUGH AND AROUND THE WORKAREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO 11. THE CONTRACTOR SHALL REMOVE ANY EXCESS CONSTRUCTION WORKERS. AND/OR CONFLICTING STRIPING AND PAVEMENT MARKERS AS NECESSARY. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION ATALL TIMES AND SHALL BE 12. THE CONTRACTOR SHALL PLATE OPEN TRENCHES AT REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO THE END OF EACH WORK DAY PER CALTRANS STEEL PRESERVE THEIRAPPEARANCE AND CONTINUITY. PLATE BRIDGING UTILITY PROVISIONS TR-0157. TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -DRIVEWAY NOT SHOWN ON PLANS TO REMAIN OPEN AS CONSTRUCTION PERMITS UNLESS OTHER ARRAIGNMENTS ARE MADE. -CONTRACTOR SHALL CONTACT LOCAL TRANSIT AUTHORITY REGARDING BUS STOP CLOSURES OR RELOCATIONS. WASHINGTON ST (50 MPH) TEMPORARY NO PARKING TO BE POSTED THREE DAYS /(72 HOURS) BEFORE SET UP OF TRAFFIC CONTROL. LANE CA) W1.2-1 LA QUINTA ROAD WORK AHEAD W20-1 350' cn---------------------------------------------- m m_---------------- - mo p 11' MIN--------------------------------------------------------------------------------� - O ID2 3� I ® FRED WARING DR 11 ' MIN � (50 MPH) Iz = � p--------------------------------------------------------- �— ----- ------------------------------ — — — — — — — — — — — — — — — — — — — — — — — END FRED WARING DR (50 MPH) IIROEND AD WORK II LA QUINTA BUS WASHINGTONST - - - ------------------ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - -------------__------- - - - - -- - - - -- (50 MPH) - - - - - - - - - - - - - - - - - - - - - - - - -- _-- ------- ----------------------------------------------------------- l _ _ _ _ _ - - ----------------------- --------------------------------------- � �-�----- �------------11' MIN --------- - - - - - - - - -- 11' MIN ------------------------- _ ---- -------------- E43® ® ® `� ® ® ® �I ® ® ® ® ® ® E 350' 350' 350' 50' 600' SIGN SPACING SIGN SPACING SIGN SPACING MAX TAPER ROAD 2 WORK RIGHT LANE CLOSED 4HEAD AHEAD END ROAD WORK IV20-1 W20-5(R) W4-2(R) G20-2 1 C20B(CA) T LAS BR/SAS (25 MPH) LA QUINTA FRED WARING DR (50 MPH) MATCH LINE A SEE ABOVE RIGHT 0 LA QUINTA y ----------------------------- y U_ Ucol OJ v� Z� `' m --------------------® — — — — ® — —- Vj 11' MIN -�-- ----� ------------ W cwn 125' 100' �'• OPENING 125' LAKIP 100' ; *•• & CLOSED •�� NSEENN D II II II II ANE CLOSED '•�% 350 < > C30(CA) ROAC30(CA) WORK A % AHEAD .� C30(CA) W12-1 I I I I W4-2(R) I I I I ROAD RIGHT LANE PALM DESERT END I I I I WORK W20-1 MUST ROAD WORK TURN RIGHT G20-2 FRED WARING DR AHEAD R3-7(R) (50 MPH) W20-1 m---------------------------------------------------------- m D__-------- .- �— --------------------'-_ - ----------------------------------------------------- -------- -----------------------D IUD - -.-.-. _______________ 3 p _____OWASHINGTON ST< m r ~ 50 MPH ' -► ( ) 11MIN _ m Z ©-----------�---- ® I ®-- co)- -- - - - - - - - - - - - - - - - - - - ------ - - — --- ��� --- glop 600' 50' 100' 100' 100' ROAD WORK TAPER MAX G20-2 PARKING � I ND IA N WELLS PARKING CLOS C30(CA) GRAPHIC SCALE 60 0 30 60 120 [ IN FEET ] 1 INCH = 60 FEET CL C30(CA) CL C30(CA) INDIAN WELLS TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -DRIVEWAY NOT SHOWN ON PLANS TO REMAIN OPEN AS CONSTRUCTION PERMITS UNLESS OTHER ARRAIGNMENTS ARE MADE. TEMPORARY NO PARKING TO BE POSTED THREE DAYS /(72 HOURS) BEFORE SET UP OF TRAFFIC CONTROL. U) m 'n m co m D n v o O > r m LANE LANE ROAD LOSED CLOSED WORK AHEAD 30(CA) C30(CA) W 0-1 LA QUINTA 350' --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -------------- �- 1' MIN vr� �j I —► ------------------------------- -------------------------------Bus FRED WARING DR (50 MPH) END WASHINGTON ST LA QUINTA ROAD WORK G20-2 (50 MPH) ------------ 4 _ ® ® ® ® ® ® ® ®__ _ I a 11' MIN 11' MI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -- - - - - - - - - - - - -- - - - - - - - - - - - - - ---- 50' 350' 350' el C20B(CA) IN ROAD 2 WORK le INN LEFT LANE INN ee CLOSED AHEAD AHEAD N20-1 W20-5(L) W4-2(L) m m D ----------- y ® Z -- ®-------'. \ o ��z O 3G) m �a �_ Z y �— � _ m Z ---------- ��—�-- ®--�I � y 600' TAPER 350' END ROAD WORK G20-2 LAS BRISAS (25 MPH) % 100, LANE CLOSED ROAD WORK AHEAD C30(CA) W20-1 150' OPENING W 12-1 PALM DESERT LA QUINTA WORK &HFAIn 100, % LANE \ CLOSED 7 7// C30(CA) END FRED WARING DR (50 MPH) MATCH LINE A SEE ABOVE RIGHT I I I I I I I I I I I I I I I I I I I I FRED WARING DR (50 MPH) VIA SEVILLA (25 MPH) � t LANE • • • CLOSED 00, C30 CA) • 600, LA QUINTA 50, � a 50' TAPER I MAX -------®-----®--------------------------- - ---------------------------------- — — — — — I---- I 4 ® ® — — — — — — — — — — — — — — — — — — — 4RKING GRAPHIC SCALE 60 0 30 60 120 [ IN FEET ] 1 INCH = 60 FEET INDIAN WELLS I 4 S 7 END END ROAD WORK LA QUINTA - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — '_— — — — — — — - ——— — — — — —— y ILL - - - - - - - - - - - - - w IF------- 1;- J � Ucol o I =� Q m 11' MIN ------------ ----------- --- ®-----°--------I®w 125' CLOSED 350' C30(CA) \WORK AHEAD� W20-1 50' MAX PARKING 600' TAPER INDIAN WELLS LANE CLOSED C30(CA) W4-2(L) ❑2 C20B(CA) LEFT LANE ROAD LA QUINTA � CLOSED WORK le INN <1HEAD AHEAD W4-2(L) W20-5(L) W20-1 END D WORK 20-2 350' 350' 350' LANE LANE LANE .� SIGN SPACING SIGN SPACING SIGN SPACING CLOSED I CLOSED CLOSED ; C30(CA) W12-1 C30(CA) C30(CA) 100' INDIAN WELLS TENNIS GDN (25 MPH) 0 OPENING 150' 600' TAPER ---------------------------------------------- ---------------------------------------- 11' MIN __11� MIN -------------- ---------------- ®----------------------- ®11' MIN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —► INDIAN WELLS PJLe]C7:1 W20-1 WASHINGTON ST (50 MPH) END ROAD WORK TEMPORARY TRAFFIC CONTROL PLAN -SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS. -DRIVEWAY NOT SHOWN ON PLANS TO REMAIN OPEN AS CONSTRUCTION PERMITS UNLESS OTHER ARRAIGNMENTS ARE MADE. TEMPORARY NO PARKING TO BE POSTED THREE DAYS /(72 HOURS) BEFORE SET UP OF TRAFFIC CONTROL. END ROAD WORK G20-2 EXACT SIZE TO BE DETERMINED IN THE FIELD 100' 100' 350' .� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- ......................................................... WASHINGTON ST (50 MPH) VIA SEVILLA (25 MPH) t ROAD END WORK „JI ROADWORK AHEAD �j I G20-<LANE W20-1 SED 100' C3011 (CA) V IN 5 I m a I co D = 11' MIN �+ O �y V m Z � y 100' ROAD WORK AHEAD. UaI�j INDIAN WELLS TENNIS GDN (25 MPH) W20-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SLOP PARKING 4LAN E CLOSED C30(CA) RIGHT LANE MUST TURN RIGHT R3-7(R) OPENING 150' 50' 600' MAX TAPER f PARKING W4-2(R) LANE \ LO\ SED,, 30(CA) LANE LANE LANE CLOSED CLOSED CLOSED C30(CA) C30(CA) C30(CA) 50X MAX 100' LA QUINTA Ii I ----------------- ----®-- - co 11' MIN Z _ ILL LU z J O CL _ J C9� 2O ------ - Z o LII _IM-1 Qco ----- - Q w L1 3 U) INDIAN WELLS LA QUINTA 600' TAPER ® -I- I� ® M ----------®-------------------------------------------------- -----------------------°----°-------------------------- --------------®-----------° ---- °-----° 11' MIN 11' MIN 0 --------- - - - - ------------------------------------_----- o - � --------------------------------------------- --------------------------------------------- GRAPHIC SCALE 60 0 30 60 120 [ IN FEET ] 1 INCH = 60 FEET W4-2(R) 50' MAX ---------- - - - - - - - - - - - - - - - - - - - - - - - - Z INDIAN WELLS END ROAD WORK G20-2 MILES AVE (45 MPH) Rl C20B(CA) 2 ROAD RIGHT LANE WORK n EAD AHEA<11 W4- (R) W20-5(R) W20-1 350' 350' 350' SIGN SPACING SIGN SPACING SIGN SPACING WORK W20-1 nrni 0 350' WORK 1 MILES AV (45 MPH) LA QUINTA WASHINGTON ST (50 MPH) INDIAN WELLS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY WATER DISTRICT Sky Valley FY2020-2021 NON -POTABLE WATER (NPW) Palm Springs Thousand Palms Varner Road OFF -SITE PIPELINE PROJECTS NPW Pipeline Cathellra,City Bisk.Palms SPECIFICATION NO. 2022-22 Frank Sinatra Drive NPW Pipeline Rancho Mirage BOARD OF DIRECTORS Palm DeseR Indio ul JOHN P. POWELL JR. -President CASTULO R. ESTRADA - Vice President COaCneu., PETER NELSON Warner Trail - ANTHONY BIANCO NPW Pipeline JOHN AGUILAR GENERAL MANAGER VICINITY MAP J.M. BARRETT NOT TO ­G J U LY 2022 I I= I DWO.N.. I DRAWING INDEX I NOTES TO CONTRACTOR 11NTNAGFG1 SHALL ISON WATER ON GWR GONPIRILLTIN)NI AFTER REVISION. ARE APPROVE. FOR OONETFUGTON, OWN QUANTITY ESTMATE FOR GONSTRICT ON AND R ANY MD ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE FERFORMANCE OF ON GNWD THIS PROLEOT.E.CEPn1.FOR TIESRISwSFROM HENEOLIOENCEOF UTILI ISEWERVALLI WATER DISTRICT oe9)39ezes, cASITRANS) RANSISSION le,e)]at<sae T.V. v.9)S] SS CATIONS I.TE) (877)77ea313 'LE7 GRIND SGUTHERN CALIFORNIA EDISON 1]ee)xex<xee DI 1]eo)39eeex3 T88)n FIG 1]e9)neaaez 1]e9)348-xae9 Z NI ROAD NT"'T (7 aSALS27, .. DRAWING INDEX (CONT.) —71 SA PLAN AND PRIGHL. VAN.GN NO SIA Fa— TO NO STA TO 171.11 47GS8 53 PLAN AND PROFILE - WARNER TRAIL STA O.E 12.1.2 IS N FILE. AN. AGRAN DETAILS I SV MISCELLANEOUS DETAILS I LOCATION MAP OF FRANK SINATRA ROAD NPW PIPELINE LOCATION MAP OF VARNER ROAD NPW PIPELINE NOT TO GOALS WARNER TRAIL NPW PIPELINE 0 COACHELLA VALLEY WATER DISTRICT ,. RSrsLEw°Bis AHo:aos ET. 'GAP`-' ioIF:QHEICON:CH°EL.T,AE VALLEr wnrER D I STRICMT Icvwo , SHALL INCLUDE QUANTITY, WNNUFACTUREIR. MODEL. SIZE AND OTHER PERTINENT - CITY OF INDIAN WELLS GENERAL NOTES ' SPECIFICATIONS FOR PUBLIC(CEO SN COO TESTED ES EDINC, THE STANDARD aoOPTEo STROCT—BAD.VE OR BELOWTHE F NDINGS AT LEAST ERESPONE 8LE FOR ALL DAMAGE TON (14) DAYS PRIOR TO. THE COMRACTOR WILL BE HELDSUBMIT MY UINUTIES OR STPLICTURES CAUSED BY HIS OR HER 3ADJACENT STREETS ARE TO BE CLEANED DAILY OF ALL DIRT AND DEBRIS THAT ARE THE RESULT OF TH I OPERATION rHN.0 aoavFOLLOWS woRK MusT BE aPPRovED IN ADvarvcE BrrHE MI­ Ar 1ATHa0FMULr� uFOR DAY vETHrRURiS DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY. AND CHRISTMAS 7 ALL TRENCH GIC=U�� BSE117TED AND CERTIFIED BY THE SOILS ENGINEER TO A MINIMUM OF SIS DEN I BE aK1i TMLN.I aDaLNII WOMI IETPANmm Ew S E DRMEM— APPROACHES) WITHIN THE PUBLIC RICHnoF-wArIN AND MEPTAS U, OF THE DESIGN HEREON IN THE EVE NI OF DISCREPANCIES AR SING DURIN=ETRUCTONL THE PRIVATE INGIN ER SHALL DETERMINE AN ACCEPTABLE SOLUTION 9 RE=,OR REPILACE DAMAGED OR N-TERED PUBLIC MPRC­ AS REQUIRED BY THE CITY CALTRANS GENERAL NOTES PALM DESERT GENERAL NOTES I . ALL WORK 'HALL BE DONE IN ACCORDANCE WITH THIS '—,TE STANDARD 11"N" AND SPECIFICATIONS 11 CA-TRANIS STANDARD PLANE AND 2018 CALJAMS STANDARD SPECIFICATIONS WHEN APPLICABLE, 2. NO CONSTRUCTON IS AUTHORIZED WTPHOUT THE APPROPRIATE PERMIT ISSUES BY THE CITY OF PALM DESERT PUBLIC WORK, "_M'NT S THE EINGINEER-OF-WORK SHALL BE NODFIED WHEN CONE7RUCTON HAS COMMENCED. ­ FOR APR— .1 THE IRFCTOG OF PUBLIC WORK. ERB PC ANY AND ALL DAMAGE - T MAY UR FROM ST.- WATER RUNOFF AN— DEPOSIT, OF DEBRIS RESCI-TING FROM MY AND ALL Z_ IN �0_­NCTON WITH CONSTRUCTION OF THESE MPRO1E.ENT THE DIRECT_ OF "'B" MAY RE.0 RE TO ASSURE THAT UAUTY OF MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE SPECIPIK—IONS AND UNI C UNTIL ACCEPTED BY THE CITY ALL SURVEY MONUMENTS WTPHIN OR BOUNDING THE WORK LIMITS. W ETHER FOUND FRO. RECORD OR BY NIFE .. NI. "ALL. "I', TO MY CNNf"_ BE LOCATED AN . ..... NC11 BY A LICENSE' "'V"' OR REMOVED DURING CONSTRUCT ,c. TMT'NnH RSPR' I OC'OMMEHCINCAHrwoR PuaLloIIo IIRPALMOESERTAT(ED)„E.11AT F ON OF N.F.F.UN.AN NO Ul IT If ENTS ON .AS THE GAS E SPEcrauMHrncj IA. INC,1. SPECIAL TESTING NOTE TESTING SHALL INCLUDE FLUSHING. DISINFECTON AND HYDROSTNTC TEE7ING AS DETAILED IN THE SPECIFICATIONS CITY OF RANCHO MIRAGE GENERAL NOTES ll THE FINAL UTILITY LINE ­11ILL -I— IN.. lHE RN.ECT ­L ENMIN.N HALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFUL ISBUITABLE FOR THE INTENDED USE. 11. THE F 11 COMPACT"N REPORT AND ROVALFR THE SOILS END NEER SHALL CONTAIN THE r x ENT"I.E. WITH THE METHOD OF 11. ALL CONSTRUCTION ARE=LE BE RIPOPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE UPON HIGHWAYS IN ORDER To ELIMINATE ANY HAZARDS NONCOMPLYING CONSTRUCT- MAY BE UBJE.T TO PENAL E A R NOV. AB_E L PLAN USE CITY OF RANCHO MIRAGE PAVING NOTES COMPACTED AND TESTEDPRIoR ToPAVNG ALL EIIIINI�� NC�p1A'1IVW­C­ IN LUDING CURB AND GII SIDEWALKS, ASPHALT CoNIFFTEo PC NO HI HAIENEING1011MORMATCHMINCONNEC LoINTEAEREQUIRED F CH UM OF EE, L' AND -EN REMAIN. IN PLACE AT CITY OF LA QUINTA GENERAL NOTES I ALL PONMENTOL MEG11T.NG DURING IS LIFE OF CONETRUCTION CITY OF LA QUINTA PAVING NOTES HAULSEINFLAO INSTALLED AND ACCEPTED, 2. A SEPARATE PERMIT IS REQU IRED FOR ALL EXCAVATIONS W TH N EXIST NO ROADWAYS AND THE CITY ENGINEER TWO1p�MORF DEMNETAT oniQa E ooi Ho EO As�F?ouows OOACHELIA VALLEYVERBI sEBE(UPPER COORSE):IIIA 1z 11S (LOWER couasE. IlI"'I'M" THE WEAM.. COURSE SHALLEESUANCE OF THE REQUIRED ASPHUTCONE.Tll THICKNESS, RIEIIII—LCONTAIN THE a. EN(,A)IoArs PRIORTOCOMMENCEMENTOFPAVNG WAL, a CDMPLETE PRDPpsED IN MINERAL TEryMAj, IAIR V000�s-vnLu[FORvnRlousGou corvTENTSOFOR EACH s1 �w wez�ro ENEUREAULREQLBRED IERTTESTS ARE PERFORMED, CEITIFIE1, AND SUUMBITE1 FOR REVIEW MATERIALS AND QUANTITY ESTIMATES ITEM AC. cEscwiPnav LNrr nNaraa axr pxwlrnEs vaeEe muD aNNnnEs Naem raArz GLNvrnrEs ro us ENGSEH AN) 1161 J6-IOL EP B 150 ZINC Cll im D(P HATER .WIN NIN VBIO PYYE11OlDE EADASDENr ACTIm 'A•rra ALfID er SPEY BUT AETNDs 2 FLRVIS4 AM IfGTALL J6-TAW OASS Z50 ZfA0 BM IEO OfP HATER .WIN NIN RESRNfKO ..DINTS LF 1,— — — 1.590 FlANISH A. 1I5I 18-IN311.A55 250 ZtAC CW IED OfP NATDt AWN NIM 41-INCH STEEL CX_ NfN raENDLE55 INSTAWT(?I IE%OS LF FLRNIW AM If6'TAL[ IB-IMN Q..ASS 150 ZfAC CW IFD OfP NAIER .WIN NIM I2TTRA(IED .DINTS I'm NEGAIC LF 1,— -- -- 1, ISO MNI9/ 1. JASTALLCI2'IMN — J50 ZtMICWTEO OfP NATER.11 NIM NIO F0.Y£]NrtDE D.CARXM AETNA I" INSTALLED BY (FEN.. IETKO,S LF 4,750 MNISH AM If6'TAL[ 11-TAW QA55 J50 Z(AC C09 )ED 0(P NAIER .WIN NIM IE51RA(ND .LINTS Z FllLVIW AM INS W-IM}I QA55 J50 ZfAC Lll1TED OfP YATEE N. WIN REBEDUAED —EB E - - 50 50 Y WITrIIVBtO PoLKTNYLENE EACASEAENT ..E VAA PER CVND ERAWTNG W-17 EA 4 -- -- VBIO Ptt YEIHY(fTE EACASEIENr AE(Y:CD %ALW FEE CYNO DRAWING W-17 WITH __ __ FUbJISH MD INSTALL 11-INCH DI lilt VALVE PER C DRAWING III W VDIO POL YEPIYLENE ENCASEAENr AETiXO (Atli ASSCCIA TED WI TH AFTER VAIKT) FLPoJlSH AND INSTALL 8-INCH D( RLG VALVE PER CVND BENIGAC W-i) NITH .10 Ftt VETI/rLENE EACASEAEM AETi� (ACT ASSOCIATED WI TH METER VAULT) EA- - 11 raT(AC5TA55 COUGIWt TH METETION R V� i)R/VACLUR VALVE FEE E __ __ 11 CVNDII., —TALLAl —A R/VACLLM VALVE PER (ADT2ASSCCtATEDIWITH METER VAIN. i)CASIAC EA 6 24 6 J6 11 RRG FROM STATION 64+C0 TO STATICIV 65+62 ASISItlWN CWISFEET 55 TNCH 16 REAAJ ✓E AAC REPLACE CR055 GUTTER FER CITY OT PALM LESERT STMDARD OEAWfAG iC8 LF __ __ 100 1. 17 REMOVE AND REPLACE CLfrB AAD BUTTER PER CITY OF PALM GEERT STAACARD 1. __ -- 2600 2800 COUNTY OF RIVERSIDE GENERAL NOTES N YGFCDNG RRCTIDNBREDDLEa RELGGATIRIGSTGGF ALL EXISIT HE ILL LU S. BEGNNINGOFCGNGTRDCTION ATDM),A�N°BNMIG EAGT4HHORRBPRIOR TO I. AMENDMENT 3 ALL UNDERGROUND 'ACILMES, WITH LATCRALB, SHALL BE IN PLACE PRIOR TO 1AVING THE STREI-NCLUDING BUT NOT IT, TE, To T" 'oLo_ IEWER. WATER EILECTESIC. GAS. STORM GRAIN. REGULATORY .,.B AND WARNING I EYE WITHIN THE . T L MITI AND L. JUR.U­ T�� RIVEREDE COUNTY TRANSPORTAXION DEPT. PUBLIC RIGI-1 DEDI TED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR EATISFACTORY COMPLIANCE Fo ALLCURRENT ENVIRONMENTAL REGULATIONG DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS FROJECT ADDITIONAL ATUDIES ANDAYR PERMIT NAW BE REQUIRED, 1 ASPHALTIC FBI STALL ILIED NET LESS THAN N DAYS FOLLOWN. PLACE.— OF ' YARD REGIECTIVEI-YOBE N ASPHALT SURFACIN.IASFEGHALTICIEMULSIONSHALELR=RM TO SECTION 3rE39Ao' , RTiE STA EST.N PER ANDARD THE1AR ' Em IINPO IITERRBINGOWIN GUE OFAPRSEPAREASTORM WATER POLLUTION FPREvN, IR P WATERTHE STATE RESOURCES LAN B WPP)PND MONITRINGPLAN FOR THE SITE ISLE FOR THE "IT' 101 OF IDDIT CNG AND ­111INGS NOT INGLUDED IN N IT :=INS. UPON THE REQUESTOF THE DIRECT I OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVETRAFFIC THE ROADS UNDER THE JURISDICTON OF THE DEVELOPER 11 EXISTING 'TRM "IN PIPES Ts(WHETHER TO BE CONNECTED TO, EXTENDED. ADJUSTED, DRANEDTO.DR TY) MUST BE REPAIRED, AND LEANED TO MAETEM FUNCTIONAL ANDACCEPTARE As DIFECTED BY THE TRANARO—ION DEPARTMENT BENCH MARK THIS DRAWING J LEGEND: Laa PROPOSED FIRE HYDRANT PROPOSED METER BOX WU PRESSURE REDUCING VPI PROPORED END CAR ® HWATSE � EXISTINGWATERVA E M EXISTING METER BOX o EXISTING TELECOM ELECO HANDHOLE GPG OPROROSED PRESSURE REGULATING STATION PROPOSED LIMITS OF SNGBEWEft MANHOLE CONCRETE OVERLAY OS EX OW EXISTING WATER VALVE STRUCTURE SJ EXISTING STREET LIGHT JUNCTION BOX EXILITING } BLOW OFF ASSEMBLY �} COMBINATONNRVALVE qU, POTHOLE BOEING LEGATION ISTING POWER POLE P' EXISTING CONCRETE Ex S�NGOGA/ EXISTING GAS UTILITY CROSSING ABBREVIATIONS LOW OF 11 CATCH BASIN 'S PULL BOX .1 CURB FACE PCC POINT OF COMPOUND CLEVE GLEN C=L'L'ED�LA0'W'STRENGTH MATERIAL PH POTHOLE DW DOMESTIC WATER GFWER AL(ELECTRICAL OVERHEAD( EMH :LE`C`T2C`A`L MAN HOLE Ell :TA 'STATOARD XIBUN. T.. E TELEPHONE FL, LINE TOO T I G1 PIPE ROD _HC IN FORCE -1. TIRE TRAIIII SIG BE BIG UNIX U­ HE 1­01TAL POINT OF INTERSECTION Vp' 'ENTCAL POINT .1 NTER­ JUNCTION TRENCH =F =E LF LINEAR FEET WELDED STEEL FIRE `T `ECT (NYN) ELEVATION RASED ON RECORD DRAWING BASIS OF BEARINGS THIS DRAWING J UNDERGROUND SERNCE ALERT 811(z MINWYIG MYS DEfRE ttN/ DIC SURVEY MONUMENTATION NOTE LOCATION SOF THE BUST N I GUE., . —ENTS SHOWN IN THESE NS711 FOR ANY REASON THE CONTRACTOR ­RTENILY DAMAGES OR NEEDS TO REM- AN EXLETN. OF THE EXISTING MONUMENT. EA- PROPERTY CORNERS PRIOR TO CONSTRUCTION, BASIS OF BEARINGS THE 'o""HATES AND I: g:EIIScEoi°soisAl000°on_)ON.RG. TES NSI(CORS)ASPUBLSIS EDHER AMRIAN DATUM OF,SB& (NPD83)S FOR SAID STATIONG ARE BASED UPON THE NORTH DISTAINCES SHOWN HEREON ARE GROUND AND INTERMSOFTHE US, SURVEY FOOT DISTANCE X COMBINEDCONTROL SCALE FACTOR (OPOINT BON (DEL DI SEG)3.i)GRID DISTANCE =GROUND OO (ELEV. 11.8) GRID GISTANCE=GROUND INSTANCE X CIMSINE.. OR IOs88sTeer44) AL SrAT(GN ttIfNG (11.) BE. AILING (1t.) GRI Boo 1115810. ASS I -- BENCH MARK I) P°CE:f PDER11AMERIANVERTICALDATUM OF asLERIoAALMST 11 ELEVATION GES I715"I'VDATE OF SURVEY. RN) as(N-.) ISE EIn of IAALNo sEFT.."„s AMEwG,N VERTICAL DATUM OF IDATE RGURVEYS 111AND17, WARNER THE BABIJOLRE-101I FOR 888(NAVDBB) PER DTYIOF PPIM OESEHRTBMR130 TH AMERIANVERTICAL DATUM OF S NAVD88) CHF.. / RECRNMENDED: aM COACHELLA VALLEY WATER DISTF R 7, MATERIAL LIST, SURVEY NOTES, A� LEGEND AND ABBREVIATIONS • < �, �, PY rvorv-wTAIL TSR INPw1 0['CAi1F� D. SAIIiI . TTEPIPEWNE �� 06AI5218 PRo �?s J M CVWD REFERENCE DRAWINGS - FRANK SINATRA DRIVE 2.1. IF DIP WATER MAN FRANK SINATRA DR. DWS. 11 2.1. IS' DIP W.—TER MAIN FRANK SINATRA — ,I— IF CMI-C WATER MAIN FRANK SINATRA DR. DWS. 16 11277 IF CMI-C WATER MAIN FRANK SINATRA DR. DWG. I IF CMIX WATER MAIN FRkNKSINATRADR. DWG' IF CMLC WATER MAIN FRANK SINATRA DR. lFCMlXWATERMAIN FRANK SINATRA DR. IT DIP —ER MAIN FRkNKSINATRADR. 4- IT CMLC WATER MAIN IONTEIPIANE. DWG' CVWD REFERENCE DRAWINGS - VARNER ROAD TAS_ CVWD REFERENCE DRAWINGS - WARNER TRAIL ­­ IF DIP WATER MAIN HOVLEY LN. W Al WATER WARNER TF. BAD, TAK IT CM= WATER WARNERTIR BAD, IS rea (ASKS WATER reR ) WARNER TRAIL S3 F—WATER WANNER— DWS. SS RRwero I-S F DIP WATER ROBIN RD. ­53 SETS rVCP8EWER WARNER TR. F—EEWER WANNER— DWS. MS FACIPWATWARNER IF, DWS' SS ER (neM WARNER TR. ­55 WARNER TR. DWS' �!CMIIIILAM IF CM- FRED WANINS DR. DWS. SS S211A IT CM= WATER IRE. —NG DR. .17 IT CMUC WATER WARNERM BAD, SE SISI. IT DIP WATER MAN PRIVATE PROPERTY DWS' IT.11—ERMAN ACCESS FRANK SINATRA DRIVE POTHOLE SUMMARY UTILRY DESCRIPTION POTHOLE NUMBER UTILOYTYPE SIZE (IN) MATERIAL DEPTHTO TOP(FEET) DEPTHTO BOTTOM(FT) AC THICKNESS (IN) 1 ELECTRICAL WA CONCRETE ENCASEMENT t.fib 5.10 5 2 CAN 2 PVC 300 3,20 5 3 4 POTABLEWATER TELEPHONE 8 WA ACP CONCRETE ENCASEMENT 2.70 1.87 3.50 3.56 5 5 5 SA ELETRCAL GAS WA 0.5 CONCRETE ENCASEMENT STEEL 3.74 2.76 640 2.83 5 5 6 6A GAS NOT FOUND)4 GAS 3 - STEEL - 3. - 3.44 5 5 ] 8 POTABLE WATER POTABLEWATER 18 1B DP CMLC 3.48 3.90 5.11 5.55 5 5 9 10 TELEPHONE (NOT FOUND) ELECTRCAI-COMMUNCAMN 4/1.5 PVC/STEEL 3.00 3.38 5 11 CAN (NOT FOUND) - - - - - 12 13 POTABLE WATER ELECTRICAL 18 4 DP PVC 5.34 7.85 6.97 8.23 6 6 14 15 ELECTRICAL WATER 1.5 2 12 PVC CMLC 3.12 306 4..6 4.12 6 16 17 ELECTRICAL POTABLE WATER 4 12 PVC OP 4.65 5.66 5.03 6.79 6 6 18 19 ELECTRICAL 4 24 PVC RCP 3.75 4.15 4.1fi 6 5 20 21 ICAMO MUN ELECTRCAMOMMUNIC MN ELECTR WA WA CONCRETE ENCASEMENT CONCRETE ENCASEMENT 258 2,66 2.68 S.MS. S. 5-SIu Base 5"8'SIu Base 22 TELCOMMUNCATON TELEPHONE 3 S STEEL 2.% 2.9] 5"IB"SIu Base 23 24 GAS POTABLE WATER 4 PLASTIC CMLC 2.96 490 .36 5. 6 6 25 26 TELEPHONE STORM DRAIN NOT FOUND 4 4 24 PVC RCP 5.90 8.2828 6 6 28A 27 STORM DRAM(NOT FOUND STORM DRAIN 24 4B RCP RCP 10 15.52 65fi 6 28 29 ELECTRICAL WATE R 1B 1S CONCRETE ENCASEMENT CMLC D48 302 4.62 8 5 30 TELEPHONE 4 2 PVC 5.54 5.92 5.90 4 # 31 32 ELECTRICAL HP GAS WA 4 CONCRETE ENCASEMENT STEEL 0.50 3A2 3.80 3.24 6 6 33 54 CAS ELEGAS 4 TE ENCASEMENT CONCRETE ENCASEMEM OAS OAS 4.24 5.92 6 6 35 36 GAS TELEPHONEffO 2 2 2" 2 PLASTC PVC 3.84 3.d6 3.92 4 8 37 GAS 8 PLASTC 4.18 43.91 8 38 39 GAS POTABLE WATER 1 18 PLASTIC CMLC 4.68 4.68 -S 6.33 6 8 40 41 ELECTRICAL HP WA 8 CONCRETE ENCASEMENT STEEL 4.24 3.92 5.33 5.90 4.84 6 6 42 POTABLEWATER WATER 12 CMLC 3.76 1 4.82 8 VARNER ROAD POTHOLE SUMNARY o�0mm•m.o ©�0®m•m•o a�0m•m•m•o o�om•m•m•o a�omm•m•m a�0m•m•m•m o��ea�m•m•m• a��aaaaa m�aam•m•o maaaaaa maaaaae maaaaaa m�0mm•®o m�aam•m•o maaaaaa maaaaaa maaeaaa mmomm•m•0 m�0mm•m.a mmo�m•®m mmo�m•®© mmo�m•m•m ®mo�m•m•m mmo�m•m•m omo�m•m•m m�0®m•m•a ®mo�m•m•m mma�m•m•© omo�m•m•m mmo�m•m•o m�®®m•m•o oma®m•m•o a�a�aaa om©®m•m•a om©0®®o mm©0�m•o mm©0�m•o 0�®®gym•® 0m©0�m•o 00©0�m•o mmo0®m•® m�a�aa® oMMM m•a ®moo®®m•a o�o��m•o o�m��m•m 0�a�aao o�a�aao o0a0aaa mmo®�m•m a�o�m•m•o 0�o�m•m•a o�a�aao 12" CLASS 350 ZINC COATED DIP WITH VBIO POLYETHYLENE ENCASEMENT METHOD "A" RESTRAIN ALL JOINTS RrN 4 o Y'3 Ymw 33 0�� 00 _ _ 1 oven acre 1 1a //—� 8" CLASS 350 ZINC COATED DIP WITH VBIO POLYETHYLEN\E ENCASEMENT METHOD"A" -150 WALL — -_140 '- [S.. —L I — -130 -120 SCALE HORIZ. 1"=40' VERT. 1"=4' 150- 140- 120- NOTE: 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 NPW DATA TABLE NORTH ENTRY ACCESS ROAD CA—UT ION! ®E.IAN BEnBNcmELrn LEBBTB Ex.B vcR .t DiR wATEa wniea NL� �0 0 D t N89'S9'10-E - 292.8]' 2 N63'IS'10"E 127- 3 Nz3''I6' o"E 27.33' 5 NIO-34'13-E KENO 4 STD DWG 6 VCR SEWER EX PACKAGE2 NOT A PART PAGKAGEI / _ o�oc/ vv O I� INDIAN WELLS \ = 1A \ \ v e �.... LA - � OUINTA ELI Cl - L — .v Q — A — — — — — — CONSTRUCT 12" CLASS 350 ZINC 40 20 0 4o eo 1zo ' COATED DIP WITH VBIO F POLYETHYLENE ENCASEMENT �\ METHOD "A" scnLE 1 40 Ex D Y...B �nwTAG nPPRDYnL a G. 12- WAT Ex TEtB Ex. CABLE \ c.. IX c�a1ED: /�. Qo �t harrala ]r 3 Ex CABLE Tv Ex 1B v"'CNLacwATEI ex,--" A v owo N E ts•vcR sewER Ex. TeLE A9 ^ Ex. ELEc raa�ECT a EX 3- GAS\ zxe TRe� r�caNNErvoeo: C6AAa RZp� Ta rvc�T�rvl v A v _ N' TEMPORARY �nTEv vE RBERRPE Pvo Ewa \ \ BLS b [ nw4 iol ool)6Tao ou0h of xi ivE E\\ wBR�DW COACHELLA VALLEY WATER DISTRICT c M PLAN AND PROFILE CAUTION/ \�� WASHINGTON ST wA�L raLM°aDrALe �D�nTavcwe o�Tn �vAowc eB _.. WARNER TRAIL STA 200+OOT0206+24.92 $ BENCH MARK DCBASIS OF BEARINGS UNDERGROUND SERNCE ALERT rrm n 1r wE' 87 r m < TsamPon SE£ ORANYNG J SEE ORAWNIG J GLL �iF tl�CAi1fR�\ N. COS'iANZA 51064i5]IBP OS5]M B2 NR IA`K1IX—WIOG111'H' 2 xawa4c an atDa rou w'c ✓IMY T0IT � AS' A'OTED w..4X19Y ISSUED FOR BID IN 3 3 ME— AND 2 DP a� ,3 SECTION A -A FLOW LOW IM V=1 SECTION A -A zx TO X.N (T" MLEWETR, PANEL AN. AN_ 11 11111"INI A- LOCATIONS, 6" (TYP.) AND EFINCLI RE ORTO I SIT S. IN L ETERANOD EQUIPMENrwITH DISTRICT ED... W.) A FLDW d — �� 111 2 5 L �� PLAN w� is Is k BELOW GROUND METER VAULT PLAN MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS FOR DETAIL 1: TABLE 1 O ELE ON CAN NT DO O GROOMEDCOUPLING.VIOTN,LOSTYLEn.ORAPPROVEDEQUAL, OR B.HAUBERMAGNEFIOFLOWMEFERANDREMOTEMOUNTORAPPRO ED ET.0 G RA I—EDCRUGHED-1BASE -1PAGTED EEM ACTON esx REEL 02 cML(EPOKY COAMCI. FLArvGED x.—ED END SPOOL REFER TO FOR"1`1G SIF Q STO WIT LMB C(ON1 COATING WITHIN VAULT AND COAT WITH EPDXY), SHIP NE ILI)— FOR PIPE END INSIDE WUJIT O c VA vF (LEFT HAN.MOUNTFOCONTROLSL IN lc cpm�ao�FuovoE�=.H' MODEL �.IN O >NOTABE 1FoRFmREDSER INsrauL wnHTOP LEVL REFERToraBEt ORER �71 SES n. sl.ED. IN ELI 1. (1211S DFRosloCNOELasAro Mws�Lµsonl oIsss Ele SVl0THmxmo.. aEE=`ES crAa THIS DwG. cRAQEAREA AROUND PAD AS REQUIRED. ICK(sfiocazw). SEE IELUI NO ESAID CLoIow11-0—C soENolDs zav oc EFURnISHL IrHAN EXTRARELAVINrur). REFERTTOTAELE 1 FDRFmllL-.S LBST' © M NETAULED 1Y THE ,END lrvsrawnoN of O�FTS o MECHANICAL JOINTXFLANGEAEAPTER. AN AND ETD-11THRY HIsT.wc."s DISTRICT cTFORCES, O METER TA vSTTPONNYULE%oSS USHIN.SS RATEDFOR1 PEWORK REDOSLURSE MATE.s�Ax N 1. 6 coNlRAcroRrocoORDINAreINsrALU,NONWITHIIWscEANDDIs,RICTFORCEs. RANNSMITTER(ROSEMOUNT MODELN0. 3051T63A221 M5 ORAPPROVEO O F CNRED BY PFATi(IX2 APPROVED EQUAL). REFER TO © UNx SEAL MODEL'C SIZED TO FILL VOID BETWEEN FIFE AND VAULT. TABS. ® STTAAINLESS'EEL4 PPOIIN WALL MWNTB45E FORDAVIT, TUFF BUILT PRODUCTS MODEL QI PIPE SUPPORT, SEE DETAIL XEREOx. OB g EEPµ(INBIDEDIMENSICNSCUSTOM PRE-CASTCONCRETE ACCORDANCE WIN MANUFACTURER S REQUIREMENTSCOUNTNOORTOCOORDINATE pcATICN WITH DISTRICT PRIOR TO INSTALLATION. ED D D-1—D BY 1E.EN, MR CONCRETE, OR EQUAL. PR—ST FLOOR SHALL BE SUCRED AT 2% MINIMUM TO — N IIAUr O GUAR. MIST PER ET...WG.—S(S TOTAL(. TR RNl 11 RFACETO TCPOF CONDUIT PND SHALL OFT ® IN POLYETHYLENE ENCASEMENT METXOD ITT O REPLACEDILIGIRSon ST MS,DRVCABINET. UM(OFFREET FiDL ©3 OUTLET CON CL 165 PVC PIPE. REFER TO TABLE I FOR FITTING SI2ES. WIm sAEELSUR MODELMANUFACTURED RF.O APPROVED FaUA, VAULT QOUTLETDI2Es. TRIC REDUCER. INSTALLED WITH TOP LEVEL. REFER TO TABLE I FOR CI.ENTAL ENTRY WH ON THE I TO RESTRICTBLE SET ON of OF VAULT ALNO © INSULATING FUNGE KIT u wau MOUNTED u.DERWrx AZRrEL�EscpPING LADDER ExrervsloNAxD (� z D FORT IN rXREADL PLUG FOR MIMI Parr. -1 TEsrlrvc BENCH MARK n CVWD METER DETAILS SEE DRAWING a SCALE CONTRACTOR TO NSTALL DE PER LID AND SCE REQUIREMENTS 1.2 r 3U VMwIrvCwINOOw F z%.AMAY FROM vAu LT (] ni cp IN (TYPALLAROUND) BY CONTRACTOR 8 ANTENNA MAST PER D_LHERE. DEFENCENT UPON THE ED IQLBIWINT W5®, O.C.. EA. WAY OBRE, DLWERE. TYPE 316 ST ANCHOR LTG( GE — , CONDUIT 11OREANCE 11H THE REQUIREMENTS ELEVATION BACK SUNSHADE 3" 12" 30"G 12" 12" 6" EZELEl 1 CONTRACTOR TO TELOCATIONB o 1, REFER TO SPECIFICATION ""I 1ND4O FOR ELECTE CINL AND CONTROL SYSTEM I RE PLANAND.—LEMNEmACRAM. RSRE PLAN METER AND TELEMETRY DETAIL A tr Vz" HIS CONDUIT PLAN ML NA(UPTO 2ZTA BE FURNISHED AND T11fiINSTALLED DIAL DBV DIsrRlcr FORces 11211imsI.TEEL oeo TRON EEVATION ABOVE PwTe ANCHOR as CIA. THRU BOLTS (GALVANIZE.) oXISM ivnw C[ (cnivAiliiBlilreE DErAILHEREory R BASIS OF BEARINGS UNGERGRGUNG SERNCE ALERT 811 SEE DRAW/NG 3 IDALL FEW UN UNvD LpCAnNG 1 M'ORKING DIPS BEFORE YOU OIG 4 V CONDUIT TO TELEMETRY —N—.- HIS IS A PICTORIAL REPRESENTATION ONLY. E ]�� W N DISTRICT FORCES ELEVATION ANTENNA MAST DETAIL 0LTEPwM COACHELLA VALLEY WATER DISTF R_.. N CVW METER VAULT AND B� TELEMETRY PAD DETAILS # r PY NON-POrABI.I; rsR (I.mwl 0iFOT au%�\ D. SHIM DST.TNE (Z) MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS 1. REGUIREMEN OF CHNICAL —B 1—WALL HO su CONDITIONS. AND ALL OTHER ORDINANCES HAVING JURISDICTION ALBEIT NOT SHOWN ON DRAWINGS ON SHOWN OR OTHERWISE. (su1 EQUAL Ate) cEMs sEN 20 2. CONTRACTOR SHALL PRGVIDE ALL LABOR, MATERIALS, EQUIPMENT, INSTALURON, ETC, FOR A COMPLETE AND PROPERLY- somdlNSAaM OPERATING SYSTEM, AS INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 1/WFATHERPa00F WHILE aN USEECTOVERVAULT ON— 3, BE COPPER AND RATED 603 VOLTS, SIZES NO. a MG AND URGER SHALL BE STRANDED. USE ttPEUxHHW_2. 050 ;O6 103 104 ALIEN BaAOLLY 602x Oa EQUAL PROVIDE A4. THE CONTRACTOR SHALL NAINTAIN THE UNIFORMItt AND CONTINUITY OF THE GROUNDING SYSTEM. 6. PROE SEPARATE BARE GROUND WIRE IN ALL PLASTIC AND ALE% CONDUITS. GROUND CONDUCTOR SHALL BE SECURELY 107 CONNECTED EQUIPMENT AND ASSOCIATED ENCLOSURES, ZA . CONDURS TERMINATING WITHIN ENCLOSURES SHALL BE EQUIPPED WITH GROUNDING BUSHINGS AND CONNECTED TO EQUIPMENT GROUND BUS QQ Hy H� UNDERGROUND CONDUITS SHALL BE INSTALLED ON HIGH IMPACT PLASTIC SPACERS EVERY 5 FEET. d e ACONDUIT i BANKS WITH THREE (3) CONDUITS OR MORE, SHALL BE ENCASED IN CONCRETE SAND SLURRY MIX, 10 500PSIMNIMUM 103 104 105 ;0 Z 9. THE INSTALLED CONDUITS SHALL BE CLEANED BY PULNNG A FLEXIBLE STEEL MANDREL, A WIRE BRUSH, AND A SWAB 108 109 110 THROUGH EACH CONDUIT, 10, ALL POWER AND CONTROL CONDUCTORS SHALL BE MEGGER TESTED (INSUUTION RESISTANCE TEST) AND THE RESULTS rya 103 RECORDED IN R CVND-e FORM. 17 k' 1. LIQUID TIGHT FLEXIBLE METAL CONDUIT MAXIMUM LENGTH SHALL NOT EXCEED 36". 101 QCONOURM�MNPVC OOAMEEDD CCOINDUIT BODIES FOR EACH 12. FITTINGS USED WITH LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE 10-MIL PVC COATED. O THE TER RIGID CONDUIT INSTALLED WITHIN VAULTS SHALL BE PVL RGS HORIZONTAL IND VERTICAL I -Ell OR CONDUITll . AND GREATER SHALL BE PVC-RGS CONDUIT. 14, CONDUITS INSTALLED UNDER BUILDING FOOTING SHALL BE PVC-RGS AND SHALL EXTEND A MINIMUM OF 3' PAST EITHER VAULT ELECTRICAL PLAN SIDE of THE FOOTING WITHOLT COUPLINGS OR FITTINGS. 5 CONDUIT RUNS SHALL BENDETERMINEO AND IBY THE CONTRACTOR WITHARE CTHE APPROVAL OFETHE ENEXACTGINEER TOLWINSSUIT THEN STRUCTURAL DETAILS. Hy 16 CONTRACTORCSHALL BE FULLYRRESPONSITHEBLE FORLANYilAN00ALL LDAMAGES. THE CONTRACTORESHALLMPOTHOLE CROSSING OF EXISTING UTILITIES PRIOR TO CONSTRUCTION, I A 3/4' % 10' LONG (MIN.), COPPERCUO STEEL GROUND R00 WITHIN 1HE PLC PANEL,A UTNDERGROUNO VAULT, AND METERING PEDESTAL (PER SCE/I10 REpUIREMENTSJ. 18 CONTRATELEMECTOR TO COORDINATERIINSTALLATION OF BE TELEMETRYS PANELAN. AND METERING PANELCONTRACTOR. WITH DISTRICT FORCES. RAWING ED. 10 .,ram 105 M- 1 CONTRACTOR COORDINATION KRFURN IN ANN DISTRICT FORCES �L CONDUITS AND CONDUCTORS AND SHALL PERFORM CONDUCTOR IERMINATI0N5 6 _E— 20 CONTRACTOR SHNL BE RESPONSIBLE TO PROPERLY GROUND THE FLOW METER PER MANUFACTURER RECOMMENDATIONS. k 101 ABOVE GROUND ELECTRICAL PLAN FINGH R DE-� w �& RAG L3 BFLOW uNE BURIED IWUHoUT IIIL."Ics"DONS/r - 11/4• C) n CONDUIT STUB UP DETAIL IDE CABINETS 24 4. NOTE. USE SAME REQUIREMENTS ON ALL UNDERGROUND VERRCAL/NORIZONTAL BENDS, n CONDUIT STUB UP UNDER SLAB DETAIL SEALO.AF ON Ell (WIDTH DFVARIEE F ANIRENTO1 GQ­ PARKING LAZE)LOCA­ WARNINGT PIPE ONLY E ;A BE EN P­INYLEILOID: TOP .1 .-ON. PIPE ONLY) TRENCH NO EXISTING EL_.HlPR 11 NI, PIT) �.IEE IN E EXIN G CURB _NI TERIAL SIP .I SAW CUT. RE.-C, ANY REN-C AND G IN VAIEMSDIS-) TRENCHNBASE I SECTIO HAZ.'OT I PROPOSED 12- CLASS ECT ONISI IINC COITED IN PIPELINE RELATIVE EON—- MINIMUM 1) N IN ART` ` ' GE­`�`N R`B NO FOR CAL PC LET THICKNESS =��'­,EAGK­ PLANT AC RE. Q -E.C.T IN ACCLEONEP WIT. C17 .1 _. E.-T STTY .-L N.A. WAR" 11 TIE TRENCH SUITABLE IP­NYL. LEE DE l=VIAT111AL IS -AI), - R , PIPE ONLY) CO-O'ENCH INI.U. TRENCH .A., LL 'NOTE SECTION E�KN`LLXHDpElC z A 1IN1111 IAII=�WU(Sl) PROPOSED 11E 0111, � HEI-ATIVE COMPACT- UNDISTLEBED(POLrnrvrLCXLOaDE PASTA O_ N TO =N REPORT FOR TH GK.FSA REQUIREMENTS. REFER TO THE TRAN.­�ELT�RE:�"�ACKPF. NO VARIES ATE PER THE TRENCH W­ LONGITUDINAL TRENCH BACKFILL & PAVING DETAIL CI -ASS - ZINC IN1111 (ACTM GEA TED DI PIPELINE NO, =�.,EA.C.,IH ==W-H A INIMUW M,B,E) - RELAT IF G.­YN .INI ... (AST. -PI) MIN. PIPELINE 'UllAAlE C"PACT" To AII% AF­ COMPACT - MA, (-HOMS') TRENCH OUTSIDE PAVEMENT NATIVE SOIL i I HIRE TRENCH AACK­ SUITABLE "­ ` L TRIS"'1`2 IIINEA LW RELATIVE Go A.Tl ­"ll 11 ll)� REFER TO =N REPORT FOR THGK.ESA SI , PLAII PIPE I.NUE Hp APHFACT A NB_IfflTN OF 30, AEN RELATEOU­ENT ( E) RE.E.. VE101PAITION CLASSE _ r MINIM (ASTM OSPI) BEN ... K LASSS .1 W ) f CITYAPPROVED EQUAL, I LIFTS, HE MIN 111 PAIMIENT B." I.INT N.,ESHNEETK -IIT,IE"- AND REPLACE PAVEMENT IN ACCORDANCE C TY OF .DESERTB'D DWG -11,REM- AND RE-E PAVEMENT IN ACCORDANCE WITH CITY OF RANCHO MIRAGE STD, M. TRENCH IN PAVEMENT FELIE WUN HIM N. SAH B (E P) . I T H IN EQN-LENT (BE) OF .­ EXIST NG N BASE IOINT _�ARI NG N BASE) ­NT DEPTH VAR DEPTH) NO- WAR "IN TRENCH =ALL�` ITABLE IMPORT ON ON' LL WARNINLG�TADE TREON �'T SllTAB)LE IMP AT , EIIAL IS' M W 1. =FJB�ALTToR=SAW­,AV�EMEENTI, DERI THAN TRENCH WIDTH A, SHOWN PC L, G"D`­Z"NC­El nor ADUACENTTO CURB OR FORTRANEVEREE TRENCHES, 2AW11-T PAVEMENT, D GO MINIMUM IASTMo AT A' MIN� Pl.FllEl_ATRAlFGO"lNo-D HGREENE­BA ATER- DEPTH VARIES 4 4!EMM `GREENE"_ DEPTH VARIESS IN IPOLWNIL.HL..D: L) RELATIVE COMPACTION M�Nlll. PIPE ON IAST" DHIIIF REFER (POMINYL .95% E FCPHEL ONLY) RELATIVE COMPACT ON MINIMUM (_1 I REFER To ON BOTH S DES OF TRENCH A� UP _C..P_ N B, MAx. (AXTM DI MAH TERM H TRENCH BACK FILL FILL L COATOR . RE IENTEIHN REPO' FOR IPOL-NYLCHLORIDE _,CNNEEE PIPE ONLY) TRENCH BACKIFILL, SUITABLE L' E GEOTEINI IREPORTFOR M.. MUL�l DE I U F"H,.NE. (10-1141 PIPE ONLY) TRENCH BACKFILL, SUITABLE 1, ALL TRENCH EDGES SHALL RECEIVE AN OIL TACK COAT PRIOR TO ASPHALT ONCRETEPLACEMEN, TOT. ASPHALT CONCRETE PAVEMENT SE -ON =BE MIN, 1- THICKER THAN EXISTING ASPHALT CONCRETE PAVEMENT, OR 4- m BASE COURSE SHALL BE CLASS B-PG 70-10; CAP COURSE SHALL TRENCH IN PAVEMENT hl=­ RO P PROPO�ED,� POIED IIQLASI VARIES �INC _A DI PIPELINE RMEPLORT'NATERIAL (EP-S AT E COMPACTION Mil 'MUM (ACTMOI-) EFTERIO o 1111EIUN I HE FOR ` T RMEPOOTRIT MATERIAL IS YSM).. VE5CO 675PEAF-07NOM I NIM U M (ASIAIDI ER EEDPA=N'T-(AR-HI CI-ASE C2­PG -0, RO-WAYS WITH EXISTING RUBBERB SNALEL�REECEENNE A MIN B LIT5 'A� HTMgG -C I?, N AN G 0) CAP C " PRE MA I TAI N PA. ALL ASPHALT CONCRETE HE Top OF =A HE OFF•TFORA I TRENCH SIDES BE .-RED IN ACC.NCANGF WITI CAL OSHA CONSTRUCTION SAFETY 11-1101 TRENCH DEPTHS A AND IREATER 1. ALL I VEMENT 1HALL BE PRIOR TO AND ERE (12- - 2H-) 5 _.L. L�l HE SEE P PE ­E EACKIILL PLANT MGEOlCMN I'l REPORT FOR AX.0 L!F HCKEGG PIPE ZONE BACKFILL ILANI -E.ENTRIHALLFIECOBIPACTED-IIS1 FOLATIVE-W-1- 3 CRUSHED A.-BOATE BASE SHALL BE MINA- THICK, G.M­ TO - RELATIVE TRE CLUR, AND PAVEMENT BREAKS AWAY ;=INKA NO=IPA PERMANENTPAR BE SAWOUT PRIOR TO TRANSVERSE TRENCH BACKFILL & PAVING DETAIL A UFACURED SAND EP) WITH AN AFM31NI UM SAND EOUNIALENT (BE) 0 0 .P,RO SO RELINVECOMPACTION S MINIMUM (ASTI 11551) COATED Ol M ANUFACT E-`VALEN(`) PNOPCOED 1 .7 AMINI-I 1111WITH A . _c OF 31. 1% RELATIVE COMPACTION C-E. .1 M NIMUM (AITM D1111) PIPELINE C .. ACTION 3, A R=' A� PAVEMENT REMOVED 01 YANIIEN DURING 1CRIFFICTION SHALL BE SM 11 -1 LEGALLY CREDOREPLACE.ENT SH_ BENACCORDANCE RIVERSIDE STANDARD IRMAING NO, 111. EXISTING PAVEMENT SECIONE AREAS 4. THE F.LLD.NC MODIFICATIONS SHALL BE MADE FOR TRENCHES LESS THAN 1� - ..11ILL SHALL CONSIST . BE A I BACK SLURRY ONI. NO COMPACTION TESTING 01 SLlllY IS REQUIRED. 12-TOWWIDE (TYPICALI-Y ENCAVATED WITH BACKHOE BUCKET OR OTHER SIMILAR METHODSL PIPELINE PIPE BEDDING FINI PIlEH, PIPELINE MANUFACTURE' SAND EP)WITH A M MMUM CAND SOUIVAILENT(SE) OF 30. A0% REI-ATIVE COMPNOTION MINIMUM (ASTM D155 PIPE BEINNI PLANT MANUFACT=WUNI A MIN NO. EQUIVALENT (BE) OF 30. W % RELATIVE COMPACTION MINIMUM (ASTM E1111) 1, THE FOLLOWING "*11111-1011 SHALL BE MADE FOR TRENCHES IREATER THAN I" FOLLOWS MINE "N'"I'T RE N' I ` IS A.' Lft M'D­E = ORV ERNTOY BE .M LNT A C T T E BEYOND TH CH 1 11 F I AF R PAV�IND�THCOLA.IE 2Z E "I rT ClN`A PLIE.0_'R IANCHAN OF NO ElITINSIOTURNNESS EXSTINGASTHCKNESS AX E, F�� 1 `AC"LL RECU REMENTS 11111 -ILACK SLURRY BACK- (OPTIONAL) -NI TFATIll 11OLIEF1 ED Tr E'A ELL �W ..N A PEU%NEElXTl'EADE1011�ACTED TOXI RE. COMPACTION M.N. PIOPELI%NE E CTED T IX R=D COMPACTION MAX, (ASIMOSSH 'IAYL ILL N NBO PLAYED ON A F EPA RR MAY REWIRE ADlHlT.ENTl ALIGN WITH TRAVEL -I 1AASEllUllEAX1 TGIN R I=E B-01-11PA.TE1 RE BY ` OF C THE C_A�N N TTVIPTAKYR(B N%EE.- TAPORTHE SHA CAS T ENT LA , N =UM AS I H S)­­ -EAGKlIlDElTHlPTCAPPRCP`NATElllGEABE l­GN TEST NO 'EQUIRE, NU- A.-E-E ON H..HED MISCELLANEOUS SAME M-H- BACK111 TRENCH IN PAVEMENT NOTES - CHIN PAVEMENT VBSN.PTATF TANXI YC 0_7. CAL THEUNI ASPHALT C.N.��E-.E�.HAI.�E.IA�.LLE�. .IAA I ALLGOMIA IONS-EETESTEDSYTNEU.EOFANUGLEARGAUGE. WILLEE U HE ASPHALT CONCRETE AIR111 THE ENT RE AFFECTED I E IF I U I Z PECT I IF R THAV Ll LAN AXAM.. M R.._. PYTH D NAP CT. 1SEE PIPELINE TRENCH DETAIL HEREON _..RAGN.N TO SA ) -BACKFII-L DEPTH UP TO APPROPRIATE BASE GRADE ELEVATION (H � MINIMUM _PEET No REQUIRED -EACKFII__ DEPTHS DEPENDENT UPON STREET STRUCTURAL SECTION 1, ;:­.RBEE��- BE SHICIED IN ACCORDANCE WITH CAL TION D EON TRENCH DEPTHS I AND GlEATEl. OSHA CONSTRUC 1, EXIINGRIVEMENTIHILIESAW11PRIORTOTE NC"INOAND HERE RENCH E DEC ELUFF A ND PAVE.E_REAKE AWAY T. ZL BE SAWCUT PRIOR TO PERMANENT PAVEMENT REPAIR. I E N ON I=: FOR TR E IN HCI AS DPI A.Cf 0 R DAN I El T I CAL 0 S I A C 0 N ST A U 0 N SAFETY E FIDET H ANEGR TER 2 ALL EXISTING PAVEMENT SHALL BE SAWCUF PRIOR T� NCHING.AND WHERE SLUFF AND PAVEMENT BREAKS AWAY I;R N -` CND EISAS-LM E N T HE AM R BZL BE -CUT PRIOR TO 1 IMPORTS 3102"Al MEET PEOUIREMENT111 11HORCLA11 SOLPER ASTM S, ., IS ET.L,.N.TAPPL,=F_.,.SV " NAT VE D ANDD TH D I D CONTRACTOR SHALL REPLACE ALL TRAFFIRIBITIFIRPEI.ING, AN ILL DIRG CROSE-KS I N ACCORDANCE WTHTH ECOUNTYOFIUVE 'D EMENT 1, WHENEVER EXISTING UTIL TY FACIL TIES EXCEFTSEWERE,AREENCOUNT RED. A PEL" r IN ­ZLYIIAND NEEENALLCLEARTH_ MUM BOTH HORI VBR­ COMBISTENT WITH ABOVE PIPELINE REQUIREMENT P ELINESSHA__ l=FAN..'-_MENTGHE E B I TWO, =lE, Ll- !�0-MUPRASE�rM'.%�AWVITBERRO'APL�TE TAMPER. OR OTHER ECHANICA_ MEANS 3 PAVEMENT REPLACEMENT A COUNTY' IF 11VEll PC A ANDAND IRAWNG REL 113. EXISTING PAVEMENT SECTIONS ARE AS FOLLE�, 3. HAVE.ENTREPIAGEMENT A. LPAIEMLENT DDID MAGIMEINUR N GLIONINM`CTION SN H. 'EL =�AW CUT AND D,=o RE�LACE TSHA LEE ACC RDA CON, C, RIVE�SWB I M NT FGLLL ESIANDARDDRAWNGNO 113.EXSTNGPAAE E SECTIONS ARE AS SOILS. 1, THE NATIVE AGIL M­ MAY NOT BE USED IN THE TRENCH IAC­LL� 1. NO E. N`�_E NNANE 11H._1IN E PRE. "UNEl EI 11. HE' A CLEAR SEWERS =R ' E ­�'OSNTN �AID DRAWINI I'D W 2 SPEEIRED CLEA , �RTEPAAA ALL N T . R HE D UNLESS ORDERED OR PERMITTED BY DISTRICT. PIPELINES SHALL NOT BE Iry CONTACT IN OR AFAT _INXT OTHER UNH, FAC HTBO I WHElEllll.l_lBElGAVGll.ATH=1 ANII. I.EIGAVAIEDT' LINE EARIN T= I STALL E VE NEX GA VATED E fTES`lpl.A.l`AE-TCED' -FINISHPAVIN APCOURSE I'THICKkAC,MAEERUN_ _CO'I VIA HOLLER G- . �1. N � IMAN.SAFETY LAS MUM KI . FACTOR NEATEC THAN � E I I NO A 'HIT AIA IIIALLYIN ` ' LL SHALL BE L== = AND REEILLE. WITH NEL ECT ERE AVAU ED AILTUAL T I.P.-D BACKILL .-H- -.-ED TO XHN MINIMUM RELATIVE E.Ml­N (AGTM DI .1). EXISTINGIC ST= NAME THICKMESSI P�EETIN�-WE I EXIITING-TH-Em AX E XX E XX _COMPAGFG_ -TESTING NOT REQUIREI P ES WITH NATIVE E GONE ANYR.ULlANTVG US ON ­NCHWALL SIHA M­ ANN C011ACT11 11 YIELD AN UNCOM11011SED TRENCH WALL 6. C-REXCAVATION OF UNSUITABLE MATERIALS SHALL BE PER SECTION 31 � 17. A THE SHADED AN- 01 THE PLAN REPRESENTS THE MINIMUM LIMITS FIR B. THE SHADED AREAS ON THE PLAN REPRESENTS THE MINIMUM LIMITS FOR THE =NOPMANON ON WIDER TRENCHES, REFER TO CITY IF ILA QUINTA STANDARD G THE ASPHALT CONCRETE PAVEMENT EVER- (1,11 IINIMIM THICKNESS) ASPHALT CONCRETE PAVEMENT OVERI (2- MINIMUM THICKNESS). C SEE PIPELINE TRENCH DETAIL HEREON 5 FBREOLLMHeOELDEDSINSG�MLAL�BERPROVIDED AT EACH JOINT WITH A MINIMUM M OF I - CLEARANCE A_ TYPICAL PIPELINE TRENCH DETAIL C-D NOTES I IMPORTED `­S SHALL MEE' REl REEN' FOR GLASS " OR CLASS I 'OIL PER AETA D_ AND D21S7 THUS DETAIL IS NET APEL CABLE FOR CLASS , NATIVE COLS 0 THE HATIE ACIL MATERIAL MAY NOT BE USED 1. THE TRENCH BACKFILL. G. SEE PIPELINE TRENCH DETAIL HERE.N. D CONTRACTOR E�IALLTREE�­o­CEEMRIPEPIN GIRE RM CE �UDNG CROSEWA-KE IN ACCORDANCEV N HE TY FPll DES RT GO 4 WIENEV EIING UIBLITY FACIL NCE7 SEWERE, ARE ENCOUNTERED, PPEL NE:%% CLEAR 'HE. By, MUM A.. ­'N IONTALLY AND VEII CALLY, CONSISTENT WTTH ABOVE PIPELINE REQUIREMENTS PIPELINES SHALL C� AOONTNAGTON REPLAC24LTEVEEEIEBFG.N�.,Al.G NNGCFOlS­N - LU OEEANCE=LTHE OL OF , EMENT. 1, WP EL EVE IS ��INLI U TILITY 1, , L I E 1, , U E FICS HERRI A E N C I U E N E 0 NES BAN E, �T B tR , T � NT ' MIN -NTA- ARE IINIIETENT ­ ABOVE PIPELINE REQUIREMENTS. PIPELINES= E I TA ABU NO ` - . HE. `EE A F" Ll IETA' I NITT `P"A' VATE 'IT GROUND 'A" EXISTS LESS THAN A FEET . THEL IS A B RENCH ELEVATION. TREN.HF.UNBATm SHALL 1EITART-THUNIIINIEDWATER,MILY-MUCH. 1. ENGINEER .1 RECORD IYN PIPELINE ..I.N IS RESPONSIBLE FOR VER111N. THAT T=' TEUTECA CABLE PUT "AME.A"."' N%`�­TE LAST LU. A`G HZI�I.N.'ON ST HE NO ATE . IN THE COUNTY OF RIVERSIDE SCALE NTS 1TRENCH CABLE FIR lUlT LE PEE-BlIES 1. 11, 11- CLASS _R G=XIL MUM WORKING PRESS=S 111PSIANDS,F­ GREATER THAN 1.1, 4. TRENCH WALL SHALL BE PROTECTED FROM CAVING AT ALL TIMES ESPECl­ IN PIPE 'ONE ANY RESULTANT V' ON TRENCH WALL IFIL BE F LLED WITH NAIVE .ATER A_ AND COMPACTED To YIELD AN UNG .. R_EED TRENCH WALL W`RS"NACC-A`­ C E - GSWIANCW CLEAR SE STAN A DDRA N SPECIFIED CLEARANCES OR SEPARAT ONE A HALL NOT BE REDUCED HZES ORDERED OR PERMITTED BY DISTRICT, PIPELINES SHALL NOT BE IN CONTAF-TH OR REST AGAINST OTHER U`NLNY FACILITIES, A W`ERE-="SE-_`.T"NT E EIIEKWEN'CHC NN-SIBE 'RAVATEATTED C .. V BE M SARIN F.R H I CH X �­ ONE EXCA MINIMUM -'I- IT V M-PTED D W H SELECT EIGA AlEl = OR TERIAL E.MRACTUS. TO _ MIN .U. _.PA...N (ASTAM MAGNHLL=D =ZfEW EIN�=NIES= N' . C DEERD RE T . ED U NE DRAW N=ORDEREEIR EDlYDSTR . PPELINEII-L-TSEINCONTAL-TH.RRIST ST PHER _L:CT TY FAC LTE. E 0 AT " OC' OT' 'To 5 =DE`­NFOEMF.ElCAV FOR N NPRP N E EXR`. VCA E U EARIN. THE E T= I . S �A"Ll_ BE OVE AATED. 1114111M AND REFILLED WITH SELECT EXCAVATED TER AL ED SAC FILL W M`=D ON TM , H. ATERAL GO.PACTED To W, MIN MUM RELATIVE COMPACTION YEAE­ BE I-I.ED TO CVWD E, 1, I'D, -11. ­1 DECKED: 14111�� - DATE -.22 HEc REGEMMENCEB NFEN HE N1, 5, B­NBE E N%HAMLALTEERPAOVIDED AT EACH JOINT WITH A MINIMUM OF 1 - CLEARANCE FROM 10 I THIS DETAIL I NET APPLICABLE IF GROUND WATER EXISTSLESS IAN A FEET BELOW DINSI) 1. OVEREXCAVAT­ OF UNSUITABLE MATERIALS SHALL BE PER SECTOR 31 23 17. 6 OVERENGAVATNON OF UNSUITABLE MATERIALS SHALL BE PER SECTION 3123 17 RE VISIONS DATE APPR THE L._.T _AVAIED TRENCH FLEVAN.N BLE WH N. 1.NDFD WATER ..D, OR MU.1 TRENCH ­NDAT ON RH_ RE STA IT TYPICAL PIPELINE TRENCH DETAIL TYPICAL PIPELINE TRENCH DETAIL TYPICAL PIPELINE TRENCH DETAIL 1ENGINEER OF RECORD FIR PIPELINE DESIGN I ­ ' V' "YN' THE 'CENCH ETA L'. APPLICABLE FOR PRCHECT _G FIG NSTARLITR.N G.NTI =EIHNII L REPERT STAMPED AND DAT11 WITHIN THE LAST I 1EA­HALL 11 ED TO C� IN THE CITY OF PALM DESERT NTS IN RANCHO MIRAGE CONUE NTE IN THE CITY OF INDIAN WELLS SCALE NTS G­n PH RI-W.. TYPICAL PIPELINE TRENCH DETAIL COACHELLA VACLEY WATERDISTRICT 7, IN TVHS�U�OUS DETAILS 1 TTHECITYOFLAQUINTA F ..NCH SEE Al- MARK DR414ING 3 BASIS OF HEARINGS SEE DRAWING J FEW juLy= ISSUED FOR BID CERTIFICATE OF LIABILITY INSURANCE DATE 03/08/2023Yv) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CA LIC OB29370 1-925-244-7700 CONTANAME: CT Certificates Department Edgewood Partners Insurance Centers (EPIC) PHONE FAX A/C NoExt:925-244-7700 AIC No: 925-901-0671 [Inland Empire - Branch ID 14542] E-MAIL P.O. Box 5003 icbrokers.com EPICcerts@e ADDRESS: EPICcerts@epicbrokers.com AFFORDING COVERAGE NAIC # INSURERA:XL INS AMER INC 24554 San Ramon, CA 94583 INSURED INSURER B:XL SPECIALTY INS CO 37885 Weka, Inc. INSURER CGREAT AMER INS CO 16691 INSURER D: LIBERTY INS CORP 42404 236 W. Orange Show Road #114 INSURERE:NAUTILUS INS CO 17370 INSURERF: San Bernardino, CA 92408 COVERAGES CERTIFICATE NUMBER: 68054694 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY X X NPC100589400 05/01/22 05/01/23 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE � OCCUR DAMAGE TO RENTED Ea occurrence) PREMISESccurrrence $ 100,000 X MED EXP (Any one person) $ 5,000 BI/PD Ded: $1,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 � PRO - POLICY LOC PRODUCTS - COMP/OPAGG $ 2,000,000 $ OTHER: B AUTOMOBILE LIABILITY X X NBA100589500 05/01/22 05/01/23 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY C UMBRELLA LIAB X OCCUR TUE309919003 05/01/22 05/01/23 EACH OCCURRENCE $ 10,000,000 X AGGREGATE $ 10,000,000 EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE /N OFFICER/M EMBER EXCLUDED? (Mandatory in NH) N / A X WC7Z91467250072 05/01/22 05/01/23 X STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 E Pollution Liability CPL203750110 05/01/22 05/01/23 $10,000 DED 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: FY 2020-2021 Non -Potable Water Off -Site Pipeline / ADDITIONAL INSURED: City of La Quinta, its authorized agents, officers, representatives and employees *This certificate supersedes and replaces any previously issued certificate CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quints THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 78-495 Calle Tampico AUTHORIZED REPRESENTATIVE , La Quinta, CA 92253 C�y//�/, ..� USA © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD HDunn-IE 68054694 ENDORSEMENT # This endorsement, effective 12:01 a.m., forms a part of Policy No. NPCIO0589400 issued to Weka, Inc. by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions XI 2010-1001 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission This insurance does not apply to "bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All other terms and conditions remain unchanged. XI 2010-1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission ENDORSEMENT # This endorsement, effective 12:01 a.m., , forms a part of Policy No. NPC100589400 issued to Weka, Inc. 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 Name of Person or Organization: Location And Description of Completed Operations: (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) XIL 2037-1001 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" at the location designated and described in the schedule of this endorsement performed for that insured and included in the "products - completed operations hazard". All other terms and conditions remain unchanged. XIL 2037-1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission NPC 100589400 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 19:1R24ZI1191:&l4kyi1411, 1119181:/_1k,[r 2M0:I:110711111[WMallill:f_ -4:8NA_19]111IDEAN=111111J11111MIN PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 ENDORSEMENT# This endorsement, effective 12:01 a.m. , forms a part of Policy No. NPC100589400 issued to Weka, Inc. by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY XL Plus Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. The following listing is a general coverage description only. Limitations and exclusions may apply to these coverages. Read this endorsement carefully to determine rights, duties, and what is and is not covered. A. Reasonable Force — Bodily Injury or Property Damage B. Damage To Premises Rented To You Extension • Perils of fire, lightning, explosion, smoke, aircraft or vehicles, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage • Limit increased to $300,000 C. Aircraft Chartered with Crew D. Non -Owned Watercraft E. Personal and Advertising Injury — Assumed by Insured Contract F. Increased Supplementary Payments • Cost for bail bonds increased to $5,000 • Loss of earnings increased to $1,000 per day G. Broadened Named Insured H. Blanket Additional Insured — Managers or Lessors of Premises I. Blanket Additional Insured — Lessor of Leased Equipment J. Injury to Co -Employees and Co -Volunteer Workers K. Knowledge and Notice of Occurrence or Offense L. Unintentional Omission M. Liberalization N. Blanket Waiver of Subrogation O. Incidental Medical Malpractice Injury P. Extension of Coverage — Bodily Injury Q. Coverage Territory Form XIL 436 1208 © 2008, XL America, Inc. Page 1 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. A. REASONABLE FORCE — BODILY INJURY OR PROPERTY DAMAGE Exclusion a. Expected Or Intended Injury of Part 2., Exclusions of Coverage A. Bodily Injury And Property Damage Liability of Section I — Coverages is deleted in its entirety and replaced by the following: [This insurance does not apply to:) Expected or Intended Injury or Damage "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. B. DAMAGE TO PREMISES RENTED TO YOU EXTENSION 1. The last paragraph of 2. Exclusions of Coverage A. Bodily Injury And Property Damage Liability of Section I - Coverages is deleted in its entirety and replaced by the following: Exclusions c. through n. do not apply to damages to premises while rented to you, or temporarily occupied by you with permission of the owner, caused by fire, lightning, explosion, smoke, aircraft or vehicles, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage. A separate limit of insurance applies to this coverage as described in Section III- Limits of Insurance. 2. This insurance does not apply to damage to premises while rented to you, or temporarily occupied by you with permission of the owner, caused by: a. Rupture, bursting, or operation of pressure relief devices; b. Rupture or bursting due to expansion or swelling of the contents of any building or structure, caused by or resulting from water; or c. Explosion of steam boilers, steam pipes, steam engines, or steam turbines. 3. Paragraph 6. of Section III- Limits of Insurance is deleted in its entirety and replaced by the following: 6.a. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises while rented to you, or temporarily occupied by you with permission of the owner, caused by fire, explosion, lightning, smoke, aircraft or vehicle, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage. The Damage To Premises Rented To You Limit will apply to all damage proximately caused by the same "occurrence", whether such damage results from fire, explosion, lightning, smoke, aircraft or vehicle or riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage or any combination of any of these. b. The Damage to Premises Rented to You Limit will be the higher of: (1) $300,000; or (2) The amount shown on the Declarations for Damage to Premises Rented to You Limit. Form XIL 436 1208 © 2008, XL America, Inc. Page 2 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 4. Paragraph 9.a. of the definition of "insured contract" under Section V- Definitions, is deleted in its entirety and replaced by the following: ["Insured contract" means:] a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, aircraft or vehicle, riot or civil commotion, vandalism, leakage from fire extinguishing equipment or water damage to premises while rented to you, or temporarily occupied by you with the permission of the owner is not an "insured contract". 5. This Article B. does not apply if coverage for Damage to Premises Rented to You of Coverage A. Bodily Injury And Property Damage Liability of Section I — Coverages is excluded by endorsement. C. AIRCRAFT CHARTERED WITH CREW 1. The following is added to the exceptions contained in Exclusion g., Aircraft, Auto or Watercraft in Part 2., Exclusions of Coverage A. Bodily Injury And Property Damage of Section I — Coverages: [This exclusion does not apply to:) Aircraft chartered with crew to any insured. 2. This Article C. does not apply if the chartered aircraft is owned by any insured. 3. The insurance provided by this Article C. shall be excess over any valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by you to be excess of this policy. D. NON -OWNED WATERCRAFT 1. The exception contained in Subparagraph (2) of Exclusion g. Aircraft. Auto or Watercraft in Part 2., Exclusions of Coverage A. Bodily Injury And Property Damage Liability of Section I — Coverages is deleted in its entirety and replaced by the following: (2) A watercraft you do not own that is: (a) 50 feet long or less; and (b) Not being used to carry persons or property for a charge; 2. This Article D. applies to any person who, with your expressed or implied consent, either uses or is responsible for the use of the watercraft. 3. This insurance provided by this Article D. shall be excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by you to be excess of this policy. E. PERSONAL AND ADVERTISING INJURY —ASSUMED BY INSURED CONTRACT 1. Exclusion e. Contractual Liability in Part 2., Exclusions of Coverage B. Personal And Advertising Injury Liability of Section I — Coverages is deleted in its entirety and replaced by the following: Form XIL 436 1208 © 2008, XL America, Inc. Page 3 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. [This insurance does not apply to:) e. Contractual Liability "Personal and Advertising Injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to liability for damages: 1. That the insured would have in the absence of the contract or agreement; or 2. Assumed in a written contract or agreement that is an "insured contract"; provided the "personal and advertising injury" is caused by an offense which occurs subsequent to the execution of the contract or agreement. 2. Subparagraph f. of the definition of "insured contract' Section V.- Definitions is deleted in its entirety and replaced by the following: f. That part of any other contract or agreement pertaining to your business, including an indemnification of a municipality in connection for work performed for a municipality, under which you assume the tort liability of anther party to pay for "bodily injury", "property damage" or "personal and advertising injury" to a third party or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. 2. This Article E. does not apply if Coverage B. Personal And Advertising Injury Liability is excluded by endorsement. F. INCREASED SUPPLEMENTARY PAYMENTS Subparagraphs 1. b. and d. of Supplementary Payments — Coverages A And B of Section I - Coverages are amended as follows: 1. In Subparagraph b., the amount we will pay for the cost of bail bonds is increased up to $5,000. 2. In Subparagraph d., the amount we will pay for a loss of earnings is increased up to $1,000 a day. G. BROADENED NAMED INSURED 1. The Named Insured in Item 1. of the Declarations is as follows: The person or organizations named in Item 1. of the Declarations and any organization, other than a partnership or joint venture, over which you maintain ownership or majority interest on the effective date of the policy. However, coverage for any such organization will cease as of the date that you no longer maintain ownership of, or majority interest in, such organization. 2. This Article G. does not apply to any person or organization for which coverage is excluded by endorsement. Form XIL 436 1208 © 2008, XL America, Inc. Page 4 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. H. BLANKET ADDITIONAL INSURED —MANAGERS OR LESSORS OF PREMISES 1. Section II -Who Is An Insured is amended to include as an insured any person or organization with whom you have agreed in a written contract executed prior to loss (an "additional insured"), but only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you, subject to the following provisions: a. Limits of Insurance. The Limits of Insurance afforded to the "additional insured" shall be the limits you agreed to provide, or the limits shown on the Declarations, whichever is less. b. The insurance afforded to the "additional insured" does not apply to: (1) Any "occurrence" that takes place after you cease to be a tenant in that premises; (2) Any premises for which coverage is excluded by endorsement; or (3) Structural alterations, new construction or demolition operations performed by or on behalf of such "additional insured". 2. The insurance afforded to the "additional insured" is excess over any valid and collectible insurance available to such "additional insured", unless you have agreed in a written contract for this insurance to apply on a primary or contributory basis. I. BLANKET ADDITIONAL INSURED — LESSOR OF LEASED EQUIPMENT 1. Section II -Who Is An Insured is amended to include an "additional insured" (as defined in Article H. above), but only with respect to their liability arising out of maintenance, operation or use by you of equipment leased to you by such "additional insured", subject to the following provisions: a. Limits of Insurance. The Limits of Insurance afforded to the "additional insured" shall be the limits which you agreed to provide, or the limits shown on the Declarations, whichever is less. b. The insurance afforded to the "additional insured" does not apply to: (1) Any "occurrence" that takes place after the equipment lease expires; or (2) "Bodily injury" or "property damage" arising out of the sole negligence of such additional insured. 2. The insurance provided to the "additional insured" is excess over any valid and collectible insurance available to such "additional insured", unless you have a written contract for this insurance to apply on a primary or contributory basis. J. INJURY TO CO -EMPLOYEES AND CO -VOLUNTEER WORKERS 1. Section IF Who Is An Insured is amended to include your "employees" as insureds with respect to "bodily injury" to a co -"employee" in the course of the co -"employee's" employment by you, or to your "volunteer workers" while performing duties related to the conduct of your business, provided that this coverage for your "employees" does not apply to acts outside the scope of their employment by you or while performing duties unrelated to the conduct of your business. Form XIL 436 1208 © 2008, XL America, Inc. Page 5 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2. Section II — Who Is An Insured is amended to include your "volunteer workers" as insureds with respect to "bodily injury" to a co -"volunteer worker" while performing duties related to the conduct of your business, or to your "employees" employment by you, provided that this coverage for your "volunteer workers" does not apply while performing duties unrelated to the conduct of your business. K. KNOWLEDGE AND NOTICE OF OCCURRENCE OR OFFENSE The following is added to Paragraph 2., Duties In The Event of Occurrence, Offense, Claim or Suit of the Section IV - Commercial General Liability Conditions: Notice of an "occurrence" or of an offense which may result in a claim under this insurance shall be given as soon as practicable after knowledge of the "occurrence" or offense has been reported to any insured listed under Paragraph 1. of Section II -Who Is An Insured or any "employee" (such as insurance, loss control, risk manager or administrator) designated by you to give such notice. Knowledge of any other "employee(s)" of an "occurrence" or of an offense does not imply that you also have such knowledge. Notice shall be deemed prompt if given in good faith as soon as practicable to your workers compensation insurer. This applies only if you subsequently give notice to us as soon as practicable after any insured listed under Paragraph 1. of Section II — Who Is An Insured or an "employee" (such as an insurance, loss control, or risk manager or administrator) designated by you to give such notice discovers that the `occurrence", offense or claim may involve this policy. L. UNINTENTIONAL OMISSION The following is added to Paragraph 6., Representations, of Section IV- Commercial General Liability Conditions: The unintentional omission of, or unintentional error in, any information provided by you shall not prejudice your rights under this insurance. However, this Article L. does not affect our right to collect additional premium or to exercise our right of cancellation or nonrenewal in accordance with applicable state insurance laws or regulations. M. LIBERALIZATION The following is added to Section IV -Commercial General Liability Conditions: Liberalization After the issuance of this policy, if we adopt a change in our forms or rules which would broaden the coverage provided by any form that is a part of this policy without a premium charge, the broader coverage will apply to this policy. This extension is effective upon the approval of such broader coverage in your state. Form XIL 436 1208 © 2008, XL America, Inc. Page 6 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. N. BLANKET WAIVER OF SUBROGATION The following is added to Section IV -Commercial General Liability Conditions: Waiver of Subrogation We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of premises owned or occupied or rented or loaned to you; ongoing operations performed by you or on your behalf, done under a contract with that person or organization; "your work"; or "your products". We waive this right where you have agreed to do so as part of a written contract, executed by you prior to loss. O. INCIDENTAL MEDICAL MALPRACTICE INJURY 1. For insurance applicable to this Article O, the definition of "bodily injury" in Section V - Definitions is amended to include, "Incidental Medical Malpractice Injury". 2. The following definition is added to Section V- Definitions: "Incidental medical malpractice injury" means "bodily injury", mental anguish, sickness or disease sustained by a person, including death resulting from any of these at any time, arising out of the rendering of, or failure to render, the following services: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; b. The furnishing or dispensing of drugs or medical, dental or surgical supplies or appliances; c. First aid; or d. "Good Samaritan Services". As used in this Article O., "Good Samaritan Services" are those medical services rendered or provided in an emergency and for which no remuneration is demanded or received. 3. Paragraph 2.a.(1)(d) of Section II -Who Is An Insured does not apply to any registered nurse, licensed practical nurse, emergency medical technician or paramedic employed by you, but only while performing the services described in Paragraph 2. above and while acting within the scope of their employment by you. Any "employees" rendering "Good Samaritan Services" will be deemed to be acting within the scope of their employment by you. 4. The following exclusion is added to Paragraph 2. Exclusions of Coverage A. — Bodily Injury And Property Damage Liability of Section I — Coverages: [This insurance does not apply to:) Willful Violation of Penal Statute Liability arising out of the willful violation of a penal statute or ordinance relating to the sale of pharmaceuticals by or with the knowledge or consent of the insured. 5. For the purposes of determining the applicable Limits of Insurance, any act or omission, together with all related acts or omissions in the furnishing of services described in Paragraph 2.a. through 2.d. above to any one person, will be considered one "occurrence". 6. This Article O. does not apply if you are in the business or occupation of providing any of the services described in Paragraph 2. above. Form XIL 436 1208 © 2008, XL America, Inc. Page 7 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 7. The insurance provided by this Article O. shall be excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by you to be excess of this policy. P. EXTENSION OF COVERAGE — BODILY INJURY The definition of "bodily injury" Section V- Definitions is deleted in its entirety and replaced by the following: 3. "Bodily injury" means bodily injury, mental anguish, mental injury, shock, fright, disability, humiliation, sickness or disease sustained by a person, including death resulting from any of these at any time. Q. COVERAGE TERRITORY The definition of "coverage territory" Section V- Definitions is deleted in its entirety and replaced by the following: 4. "Coverage territory" means anywhere in the world. This insurance does not apply to: a. "bodily injury" or "property damage" that takes place; or b. "personal and advertising injury" caused by an offense committed outside the United States of America (including its possessions and territories), Canada and Puerto Rico, unless a "suit" on the merits (to determine the insured's responsibility to pay damages to which this insurance applies) is brought in the United States of America (including its possessions and territories), Canada or Puerto Rico. This insurance does not apply to damage, loss, cost or expenses in connection with any "suit" brought outside the United States of America (including its possessions and territories), Canada or Puerto Rico. Form XIL 436 1208 © 2008, XL America, Inc. Page 8 of 8 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: NBA100589500 XIC 421 1013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XL PLUS BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COVERAGE DESCRIPTION A. Temporary Substitute Auto Physical Damage B. Who Is An Insured 1. Broad Form Insured 2. Employees As Insureds 3. Additional Insured By Contract, Agreement or Permit 4. Employee Hired Autos C. Supplementary Payments D. Amended Fellow Employee Exclusion E. Physical Damage Coverage 1. Rental Reimbursement 2. Extra Expense — Broadened Coverage 3. Personal Effects Coverage 4. Lease Gap 5. Glass Repair —Waiver Of Deductible F. Physical Damage Coverage Extensions 1. Additional Transportation Expense 2. Hired Auto Physical Damage G. Business Auto Conditions 1. Notice Of Occurrence 2. Waiver Of Subrogation 3. Unintentional Failure To Disclose Hazards 4. Primary Insurance H. Bodily Injury Redefined I. Extended Cancellation Condition XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 1 of 6 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. A. Temporary Substitute Auto Physical Damage SECTION I — COVERED AUTOS, C. Certain Trailers, Mobile Equipment And Temporary Substitute Autos is changed by adding the following: If Physical Damage coverage is provided by this Coverage Form, the following types of vehicles are also covered "autos" for Physical Damage coverage: 1. Any "auto" you do not own while used with the permission of its owner as a temporary substitute for a covered "auto" you own that is out of service because of its: a. Breakdown; b. Repair; C. Servicing; d. "Loss"; or e. Destruction. B. Who Is An Insured SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 1. Who Is An Insured is changed by adding the following: 1. Broad Form Insured For any covered "auto", any subsidiary, affiliate or organization, other than a partnership or joint venture, as may now exist or hereafter be constituted over which you assume active management or maintain ownership or majority interest, provided that you notify us within ninety (90) days from the date that any such subsidiary or affiliate is acquired or formed and that there is no similar insurance available to that organization. However, coverage does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. Employees As Insureds Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow, in your business or your personal arrairs. 3. Additional Insured By Contract, Agreement Or Permit Any person or organization with whom you have agreed in writing in a contract, agreement or permit, to provide insurance such as is provided under this policy, provided that the "bodily injury" or "property damage" occurs subsequent to the execution of the written contract, agreement or permit. 4. Employee Hired Autos An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 2 of 6 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions, 5. Other Insurance, b. is replaced with the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". C. Supplementary Payments SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 2. Coverage Extensions, a. Supplementary Payments is changed as follows: Item (2) is deleted and replaced by the following: (2) Up to $3,500 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. Item (4) is deleted and replaced by the following: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. D. Amended Fellow Employee Exclusion SECTION II — COVERED AUTOS LIABILITY COVERAGE, B. Exclusions, 5. Fellow Employee does not apply. The insurance provided under this Provision D. is excess over any other collectible insurance. E. Physical Damage Coverage SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage is changed by adding the following: 1. Rental Reimbursement a. We will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto". Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered "auto". No deductibles apply to this coverage. b. We will pay only for those expenses incurred during the policy period beginning twenty-four (24) hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 3 of 6 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2. 3. 4. (1) The number of days reasonably required to repair or replace the covered "auto". If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered "auto" and return it to you. (2) Thirty (30) days. Our payment is limited to the lesser of the following amounts: (1) Necessary and actual expenses incurred. (2) $50 any one day per private passenger "auto"; $100 any one day per truck; $1,500 any one period per private passenger "auto"; $3,000 any one period per truck; or Higher limits if shown elsewhere in this policy. d. This coverage does not apply while there are spare or reserve "autos" available to you for your operations. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under the Physical Damage Coverage Extension. Extra Expense — Broadened Coverage We will pay for the expense of returning a stolen covered "auto" to you. Personal Effects Coverage If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $500 for "personal effects" stolen from the "auto". As used in this endorsement, "personal effects" means tangible property that is worn or carried by an "insured". "Personal effects" does not include tools, jewelry, money or securities. Lease Gap In the event of a total "loss" to a covered "auto" shown in the Declarations, we will pay any unpaid amount due on the lease or loan for a covered "auto", less: The amount paid under the Physical Damage Coverage Section of the policy; and b. Any: (1) Overdue lease/loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchases with the loan or lease; and (5) Carry-over balances from previous loans or leases. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 4 of 6 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 5. Glass Repair —Waiver Of Deductible No deductible applies to glass damage if the glass is repaired rather than replaced. F. Physical Damage Coverage Extensions SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions is amended by the following: 1. Additional Transportation Expense Sections a. and b. are amended to provide a limit of $50 per day and a maximum limit of $1,000. 2. Hired Auto Physical Damage The following section is added: Any "auto" you lease, hire, rent or borrow is deemed to be a covered "auto" for physical damage coverage. The most we will pay for each covered "auto" is the lesser of: (1) the actual cash value; (2) the cost for repair or replacement; or (3) $50,000, or higher limit if shown on the Declarations for Hired Auto Physical Damage Coverage. For each covered "auto" a deductible of $100 for Comprehensive Coverage and $1,000 for Collision Coverage will apply. G. Business Auto Conditions SECTION IV — BUSINESS AUTO CONDITIONS, A. Loss Conditions is changed by the following: 1. Notice Of Occurrence Section 2. — Duties In The Event Of Accident, Claim, Suit Or, Loss, a. is changed by adding the following: If you report an injury to an "employee" to your workers' compensation carrier and if it is subsequently determined that the injury is one to which this insurance may apply, any failure to comply with this condition will be waived if you provide us with the required notice as soon thereafter as practicable after you know or reasonably should have known that this insurance may apply. 2. Waiver Of Subrogation Section 5. Transfer Of Rights Of Recovery Against Others To Us is changed by adding the following: However, this Condition does not apply to any person(s) or organization(s) with whom you have a written contract, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under such contract with that person or organization. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 5 of 6 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. SECTION IV — BUSINESS AUTO CONDITIONS, B. General Conditions is changed by the following: 3. Unintentional Failure To Disclose Hazards The following condition is added: Your unintentional failure to disclose all hazards as of the inception date of the policy shall not prejudice any insured with respect to the coverage afforded by this policy. 4. Primary Insurance Condition 5. Other Insurance is changed by adding the following: For any covered "auto" this insurance shall apply as primary and not contribute with any other insurance where such requirement is agreed in a written contract executed prior to a "loss". H. Bodily Injury Redefined SECTION V — DEFINITIONS, C. "Bodily injury" is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. Extended Cancellation Condition COMMON POLICY CONDITIONS (Form IL 00 17), A. Cancellation, 2.b. is replaced by the following: The greater of sixty (60) days or the time required by any applicable state amendatory endorsement before the effective date of cancellation if we cancel for any other reason. All other terms and conditions of this policy remain unchanged. XIC 421 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 6 of 6 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT — CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2% of the California workers' compensation premium otherwise due on such remuneration. Schedule [Additional premium is a percent of the California Manual Workers Compensation premium. Subject to a minimum premium charge of $ 250] Person or Organization Job Description Where required by contract or written agreement prior to loss and allowed by law Issued by . For attachment to Policy No. WC7Z91467250072 Effective Date 5/2/22 Premium $ Issued to WC 04 03 06 R1 Page 1 of 1 Ed. 08/2013