Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
TC2017-0010
4 , Rtftr, See below for Finance Revenue Codes ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION F 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: 2/27/2017 LOCATION OF CONSTRUCTION(Street address or Dscription): WASHINGTON, AVE 50.52 & CALLE TAMPICO PURPOSE OF CONSTRUCTION: 20 POTHOLES, 1FT X 'iFT DIAMETER. TO FIND DEPTH! LOCATION OF UTILITIES FOR DESIGN PURPOSES DESCRIPTION OF CONSTRUCTION: UTILITY POTHOLING FOR CVWD IRRIGATION LATERAL 120.8 DIMENSION OF INSTALLATION OR REMOVAL: VACUUM EXCAVATION, BACKFILLING WITH NATIVE SOIL REMOVED DURING EXCAVATION PROCESS. NO WATER USED, HIGHLY PRESSURIZED AIR USED. APPROXIMATE TIME WHEN WORK WILL BEGIN: 2/20/2017 TIME OF COMPLETION: 3/1/2017 ESTIMATED CONSTRUCTION COST: S16000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: POTHOLES AT WASHINGTON AND AVE 50 WILL BE PERFORMED AT NIGHT. CITY OF LA QUINTA WILL INVOICE THE APPLICANT FOR TIME AND MATERIAL EXPENSE TO BE DETERMINED 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 runs)egulations of the City of and to pay for any additional replacement necessary as the result of this work. ignature of Applicant or Agent CVWD - TV MULL P.O. BOX 1058 COACHELLA, CA 92236 ' (760)398-2651 Name of Applicant (please print) Business Address, ' ' Telephone No. UNDERGROUND SOLUTIONS - VINCENT DOMINGUEZ 120 N ANDREASEN DRIVE ESCONbIDO, CA 92029 (760)294-9449 Name of Contractor and Job Foreman Business Address Telephone No. 826001 763550 Contractor's License No. • City. Business License No. CRUM & FORSTER SPECIALTY INSURANCE• EPK113733 Applicant's Insurance Company Policy Number Finance Revenue Code TOTAL: $0.00 PERMIT NO: TC2017-0610 DATE ISSUED: ma,th I 2oI7 EXPIRATN DATE:ifklas'cji BY:,/ WORK INS BY*: PERMIT COMPLETION DATE*: PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: L02/19/q7 Tract No: I - - ......i Project Name: llr rigation Lateral 120.8 Potholing Vicinityve 50, Washington St, CaVe Tampico, Ave 52 Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)PloratorY utility ] [potholing for design purposes for Irrigation Lateral 120.8 Replacement Proj. (CVWD Project) Description of Construction (i.e.: See Plan Set No. 01234) [p loo ratorypothohng,2p '] potholes, lftxlft in diameter, to find depth/location of utilities for design purposes I Dimension of Installation or Removal: IN/A, vacuum excavation, backililing With native soil II i removea aurina excavation orocess. NO water usea. nianiv oressurizea air usea Approximate Construction Start Date: IFebruary 20, 2017 - I Approximate Construction Completion Date: JMrch 1, 2017 -- -- - .1 Estimated Construction Cost: $[.16, QOt Estimated Construction Cost shall include the removatof all obstructions, materials, and debris, back-filling, compaction and placing permanent resurfacing and or replacing improvements • AkA - , i Contact Name: - 1Phone Numberi:Z41; Name of Applicant/Owner: I64derrounokittons-l1ic. Applicant Address: [_ndreasen flC*92029on i o .. ____. Applicant Telephone Number: {?802949449— Applicant E-mail Address:ied©upothoIe.coIn- Name of Contractor: tVnderground Solutions, Inc. - Contractor Address: 1120 N Andreasen Dr, Escondido, CA 92029 Contractor Telephone Number: 10.294.9449 Contractor State License Number: [826001 A Contractor City Business License Number: I . I Contractor E-mail Address:Ivincedusipothole.com 1 A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Compy: [drum & Forster Specialty Insurance pplicant or Contractor General Liability Insurance Policy Number: [EPK113733 Office Use Only: Office Use Only: Inspection Fee: Assigned Permit NumberTC I-i AIN Permit Fee: *-t-qr Approval Date: As-Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: Expiration Date: Issue Date: Administrative Authority: City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number TC2017-0010 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 dean 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 dosed. 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: 0 RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. 0 R2 . UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. 0 R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (** N/A ) inches of A.C. paving placed on ( N/A ) inches of ( N/A ) aggregate sub-base course having an °R" value of not less than ( N/A ) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (W) to one foot (1'). R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. . 0 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: AC. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road, paving shall be two and a half inches (2 W) of A.C. paving on ( N/A ) of class ( N/A ) aggregate base. 0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. 0 RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strenlizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta 0 Rill COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. 0 R12 SURVEY 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. 0 R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. 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. 0 R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. 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. 0 R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (21 of SC-800 shall be placed on a prepared sub-grade. The SC-800 temporary paving shall be placed after a maximum of three-thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. 0 R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. 0 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 TC20170010 çVWD Irrigation Lateral 120.8 I Utility Potholing by Underground Solutions/ Washington St, Ave 50, Ave 52, and Calle Tampico In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. '1 This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. . 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. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. S The permit is for utility potholing work only and does not provide any approval oftheirrigation lateral alignment. The permittee shall not encroach upon private property without prior written approval (submit to the Design and Development Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. T. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. CVWD (Tv Mull) and Underground Solutions (Vincent Dominguez), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 41ane street) before 8:00 a.m. Special Conditions . Page 1 of 4 PERMIT NO. 1C2017-0010 CVWD Irrigation Lateral 120.8 I Utility Potholing by Underground Solutions/ Washington St, Ave 50, Ave 52, and Cal!e Tampico Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. The permittee must compact any disturbed soil within the paved right of way back to its original condition or compact to a minimum density of 95% based on ASTM Dl 557 and be placed while the soil is at +/-2% of optimum moisture, which ever compacting effort produces the greatest density. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent. Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or greater based on maximum density obtained by the ASTM Marshall Mix Design Method. 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. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 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 the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 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. - Special Conditions Page 2 of 4 PERMIT Nth TC2017-0010 CYWD Irrigation Lateral 1208 / Utility Potholing by Underground Solutions/ Washington St, Ave 50, Ave 52, and Calle Tampico 18. 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. 19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random pothole backfill compaction and testing if requested by the inspector. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 21. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 22. This permit is not valid until the pêrmittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: General Liability Insurance Company and Policy Number City Business License Contractors State License Number 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin on 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. 24. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. Special Conditions Page 3 of 4 PERMIT NO. TC2017-0010 CVWD Irrigation Lateral 120.8 / Utility Potholing by Underground Solutions/ Washington St, Ave 50, Ave 52, and Calle Tampico 25. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of Possible traffic delays Time of construction Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 26. 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; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 27. Access and egress to all local properties shall be maintained at all times. 28. Permittee shall permanently stabilize any and all 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. 29. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the Street to deliver Street construction materials and/or equipment. 30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 31. 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. 32. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions • Page 4 of 4 VICINITY MAP NOT TO SCALE INDEX MAP NOT TO SCALE IN THE CITY OF LA QUINTA COUNTY OF RIVERSIDE STATE OF CALIFORNIA IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT SPECIFICATION No. LOCATED WITHIN PORTIONS OF SECTIONS 1, 5, 6, AND 8 TOWNSHIP 6 SOUTh, RANGE 6 AND 7 EAST SAN BERNARDINO MERIDIAN COACHELLA VALLEY WATER DISTRICT BOARD OF DIRECTORS JOHN P. POWELL JR. PRESIDENT CASTULO R. ESTRADA VICE PRESIDENT C. PATRICK O'DOWD ANTHONY BIANCO PETER NELSON J.M. BARREI1' GENERAL MANAGER UTILITY COMPANIES ELECTRIC GAS CABLE TELEVISION IMPERIAL IRRIGATION DISTRICT (lID) SOUTHERN CALIFORNIA GAS COMPANY TIME WARNER CABLE 81-600 AVENUE 58 1981 W. LUGONIA AVENUE 41-725 COOK STREET LA QUINTA, CA 92253 REDLANOS, CA 92374 PALM DESERT, CA 92211 (760) 391-5980 (909) 335-7507 (760) 340-1312 TELEPHONE WATER/SEWER/IRRIGATION VERIZON COACHELLA VALLEY WATER DISTRICT 295 N, SUNRISE WAY 75-525 HOVLEY LANE EAST PALM SPRINGS, CA 92262 PALM DESERT. CA 92260 (760) 778-3621 (760) 398-2651 LEGEND SXMQI. DESCRIPTION EXISTING CONCRETE - -IRR- - DESCRIPTiON EXISTING IRRIGATION LINE EXISTiNG UTiLITiES CABLE TELEVISION r17'119 Ei EXISTING DECORATIVE PAVEMENT --5 — EXISTING SEWER () ELECTRIC - - SW---- EXISTING STORM DRAIN K GAS • EXISTING POWER POLE PP '-f---- EXISTING TELEPHONE HIGH PRESSURE GAS EXISTING EDGE OF PAVEMENT ----TR-- EXISTING TRAFFIC IRRIGATION —CAFA--- EXISTING CABLE TV __W __ EXISTING WATERLINE () SEWER --E — EXISTING ELECTRICAL Il/RI EXISTING RIGHT-OF-WAY () STORM DRAIN __4 - EXISTING GAS - -R,"- FUTURE RIGHT-OF-WAY () TELEPHONE - I-IPG - EXISTING HIGH PRESSURE ROAD CENTERUNE I'l TRAFFIC GAS PROPOSED PIPELINE K!> WATER ABBREVIATIONS BC BEGIN CURVE ED. FOIJIRI IF LINEAR FEET R/W RIGHT-OF-WAY It CENTER LINE FR FIRE HYDRANT LT. LEFT IT TREE TRUNK CML&C CEMENT MORTAR LINED F/O FIBER OPTIC MB MAIL BOX UNK UNKNOWN AND COATED FL FLOWIJNE PB PULL BOX VPI VERTICAL POINT DIP DUCTILE IRON PIPE OF INF LE CTION GC GAS CAN PED. PEDESTAL ON. DOWN WM WATER METER OS GAS SERVICE RCP REINFORCED EC END CURVE CONCRETE PIPE ( ) ELEVATION BASED ON HPI HORIZONTAL POINT RECORD DRAWINGS EMH ELECTRICAL MANHOLE OF INFLECTION RT. RIGHT GENERAL DISTRICT NOTES FOR IRRIGATION SYSTEMS UNLESS NOTED OTHERWISE, THE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING STANDARD SPECIFICATIONS: I. STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWc OR GREEN BOOK). THE CONTRACTOR SHALL POSSESS A VAUD CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL SUBMIT TO CVWD A UST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED UST MAY BE USED. UST SHALL INCLUDE QUAHTITT, MANUFACTURER, MODEL SIZE, AND OTHER PERTINENT DATA. B. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWDS REGULATIONS. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWO, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH OAT OF OCCURRENCE. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY IN THE PLANS OR SITE CONDITIONS SO THAT PROPER CLARIFICATIONS CAN BE MADE BEFORE CONSTRUCTION BEGINS. II. COPIES OF THE COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE AND MID-TRENCH TESTS SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEET AND AT EVERY APPURTENANCE. 12. MINIMUM COVER FOR IRRIGATION PIPELINES AND APPURTENANCES SHALL BE A MINIMUM OF 48 INCHES, UNLESS OTHERWISE APPROVED BY CVWD. *13. WHEN CONTRACTOR IS READY TO CONNECT TO EXISTING PIPEUNES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CHIEF ZANJERO SUPERVISOR IN WRITING AT LEAST 20 DAYS PRIOR TO CONNECTIONS. TIME IS OF THE ESSENCE AND THE EXISTING IRRIGATION PIPELINE SHALL NOT BE SHUT DOWN FOR MORE THAN 3 DAYS. IA, PIPELINES SHALL BE KEPT FREE OF DIRT. ROCKS, AND FOREIGN MATERIALS DURING CONSTRUCTION. MECHANICAL CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. IS. THE CONTRACTOR SHALL FURNISH AND INSTALL A 2 INCH WIDE IDENTIFICATION TAPE 12 INCHES ABOVE ALL BURIED PIPE. THE IDENTIFICATION TAPE SHALL BE WHITE IN COLOR, MARKED "IRRIGArION" AND SHALL BE MANUFACTURED BY T. CHRISTY'S OR APPROVED EQUAL IN. CONTRACTOR IS RESPONSIBLE FOR ALL PAVING. CONCRETE WORK. MARKER POSTS, AND MAIL BOXES RELATED TO CVWD-PERFORMED ABANDONMENT AND TIE-IN WORK. Il. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. 18. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 811 AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR O EXCAVATION. 9& ' INN - - AS NOTED COACHEL VALLEY WATER DISTRICT SHEET ________________ 11111 1 KrUEGER & STEWART =-:. IN THE CTY OF LA GOWN, COUNTY OF RTHEI1STE. STATE OF CMJFTRNLA 2O1 Engineering Consultants N/A IRRIGATION LATERAL 120 8 REPLACEMENT PROJECT DIAL TOLL FREE COWIJ100 CO0*61ES OF 70810: 2.170.302.471 SOT 4231: 3.553.455.070 SET., 2580 A 7080126 SOJTHWFST 02141*10 OP 14€ - — 0048072122 0814004807106 0.145*1103 oF 22.20 W. 11€ F€SOJJOC CR10 0008034*10 AT - DESIGN 811 01047 — _________________________________- - 3602 Un:v000:ty Avenue Riverside, CA 92501 SS TITLE SHEET TMW AT (LAST 1*0 OATS 0*030 34 005 0104)5 00480729* T40TE OP 721810 2,103,230.521 SET.. [fisT 6549.369.057 SF1 - — ____________________________________ — www krlegerand411wart corn 951.604 . 6900 DRAWN OF SHEETS REVISIONS OF SOUTHERN ROVED 14* 0.4001704 0*11.4* FOP 141(0 9,cv S 80540 03 02*1*8 lOS 9*JTTh VMJ*S 9*21 70040:27. SY - — ______________ BIQESEROIJIID VICE W SOUTHERNRI CALIFORNIACCALIFORCALIFORNIA '4 (SATE BY ENGINEER No. BY CHECKED - LOCATED WITHIN PORTIONS OF SECTIONS 1. 5. 6. AND a 324'336 REGISTERED _____— TE________ SAN TOWNSHIP 6 SOUTH, RANGE 6 AND S 7 EAST, SBM PROJECT No. 50% s(EMrrAI. PRELIMINARY 02/07/17 LJKAWINU NO LU 44-4 :FIft i I t V)t±t F PAVEMENT OVER (1) IRRIGATION P PELINE EXISTING TOf ------------ --- - - - - -- - - - - - - - - - - - - - - - - - - - - - -- IIIIIIII ----------- ii ; 8.,9 k LF S-+O.00OO I t __ - DO I - _-- I IIII (DR._) PROPOSED 12 PVC (900 IRRIGATION PIPELINE i i;_ i i we I is _ _ 8 9 10 11 12 13 14 15 16 17 18 19 PH #1 IRR AVILA DRIVE CF 1125 1l IP, NO TAG FD. IP PROPOSED 12" vc cgoo LAGO DRIVE FD. DN. 1.0 FLUSH ELEV. 43.94 tcDR—) I RIGATION PIPELINE (PRIVATE) 47 59 LLJ 1/ EXI NG 8" SEWER PER WI P TV POE W - - - - - - - - - - -4 0AV(SR -17' - ±i 4 -- T! - - - - - - - - - - - - - - - - - - - - - - - — — - — SMH — - — - - ESSTWG2O cD . SEWER EASEMNT .123 E - - EXISTING 12" WATERLINE - - IS PER ClAWS 056. 9680 I EXISTING 12 -, - 06 WATERLINE - - EXISTING 12" WATERLINE C.V.W.D. DRAWING APPROVAL ____________ PER TWO PER TWO 086 0046 DATE DWG 10948A 44 -NO ia 88 98 AvEMIr9A 85 •i 1 88 ________________________ F- 88€. ' P801€CTEIIGTIEER 9. _______ I;i +lO LOS VERDES o 8 gb , (PRIVATE) REVISIONS: DATE M'PR. GRAPHIC SCALE AV E NUE )50 U4 r1mT BASS OF JR86SA °° ?° WA TJ KRIEGER & STEWART !)Engineering Consultants IN THE COY LA STRATAA COUNTY OF 055800€. STATE OF _____________________ "-4 H1"-4 COACHELLA VALLEY WATER DISTRICT SHEET 3 — FIOJ OsE N/A IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT — _______________ — DESIGN W9.07C0OR086787C0US0 7845 SS PLAN Q~rTALTOLL FREE WUTH OF788010: 2.I86.3O2.471 OFT EAST: ..SAT.,A CE80IZA SOFA CIIAART47 STAR IS CORNER OF 711€ 8A77CO80F4U57A.1€50A00 3602 tinivor.2y AvEnoR" RAvorsido, CA 92501 AND PROFILE - STO ORESTISAASGTIER80 CR402188 CR47 C70C0OFI30XRC7ISRAAOCR47.CR9V www.k7Ivgvr3nd41RWAr7.00m .9S16846900 STA.8+78.4± TO STA.20+0O.00 88 SHEETS = DRAWN w DAVIS A. 086 700 DIX EROERE800ND SPREE ALERT Of S8011lt88 CALJTWIRA LOCATED WITHIN PORTIONS OF SECTIONS 1 S 6, AND 8 ____________________ APPROVED BY REGISTERED ENGINEER N..-DATE— CHECKED 5Th REvISIONS DRTE PROJECT No. 60% SIMTTAL PRELIMINARY 02/06/17 UFIAWINO, NO.__ Ld LLJ h La It 12 It ±H 1-4 FF[ - 50 EXJSI1NI0J C PAVEMENT Q ER IRRIGATION P PELINE iir _ 5.50 LF Iiiii _ 3314 2.00 LF S. I HH tPROPOSED1 "PVCC900 (PROPOSED 18 PVC CO0 (DR..) IRRIGATI )N PIPELINE (R_' IRRIGATION PIPEI NE --------____ - /\& S --•---------- 8 Qj it - 5; VERT1-4 21 22 23 24 25 26 27 28 29 30 AVENIDA OP 1102 EXISTING 6 SEWER FORCE MAIN #4 MONTE RO ROE 21175 12 PVC C900 _)IRRIGATION R PROPOSED MID-SECTION LINE) EAS wATERuNE i itO90 ,/_0ID E111 45.41 PER _p DW EWATERU;NE T '7~ 'So -- EXISTING 18" WATERLINE ~PER CVWD DWG. 13196 -44 ty PER CMD DWG. 13190 " - - PH #6 /--- BS 701 (W ST31+00.00 SEE SHEET 5 04511600 WATERUNE EXISTING 12 WATERLINE CVWD TWO. 8861 PER CVWO TWO 1004.6 C.V.W.D._ DRAWING _APPROVAL DATE 8 PROJECT ENGINEER 560.140. OF 1110'3ORENG6EERS10 REVISIONS: DATE #PPR. An 0 20 40 GRAPHIC SCALE AVNUE5O IN rm I TAL BASIS OF BEN&M- 5100090 01001885€ 00005109085 0.01 60 08118900 81 0811PU11118 10€ 000u140 050010€80 4.CO4.I8INAh1Otl FIC008 OF 099997508. COLCULAI1OSIS p10 WOE Ar 0790 8010 005 OPUS BENCHWW'= 1117OPEO '0500 '5' - KRIEGER & STEWART Engineering Consultants SCALE r-40H 1 4 V IN COACHELLA VALLEY WATER DISTRICT SHEET -_________________-1 naeoo N/A IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT WE CITY LN QUINTA, COUNTY OF RTAERVDE STATE OF 090855 - ____________________________ - - _____________________ - DESIGN FREE 008p0110000908010S0 00108870 007 EOsIB 000000100 0000.09 OF 0000. 00090 C000IYD 06flOE -_______________________________________--- TOLL lr0A011OE08 3602U tyA R d CA92501 PLAN AND PROFILE -NT. C0oorrwoosos 0700 www,krllg0080doloWsrl.0000 .951.680.6900 STA.20+00.00 TO STA.31+0O.00 o . sHais - DRAWN 1MW 89008€ 880€RGRDJID 5881(5 MITT OF 10€ 0.29*104 99158 FOR THIS 9080140 IS 9954.0 099 001088 OCS 040WIJ1110 08(155 UOPC CE1402A 104.0010009089(000068) LOCATED WITHIN PORTIONS OF SECT1ONS 1. AND 8 APPROVED BY REGISTERED ENGINEER No -DATE CHECKED 324-33.6 - 5Y) REVISIONS - - DATE - BY PROJECT No. an sirri. PRELIMINARY 02/06/17 DRAWING No._. LIJI LU I I Ull EXUJIISTING TOP OF PAVEMENT OVER '4 tl IRRIGATION PIPELINE — — U) 50 s--0 5 00 Itj 150. 02 13.50 LF 085 i yS_+0.0033 .00 LF __-T S--l.2OOO 0.00 LF -40-- -40- .-.---.--.-------. S- /c / 92.00 Le. — S..-0.0031 1160-100 LF PROPOSED 18" PVC C900 ttt Lt I I DR_)IRGI iON PIPELINE 21850 LF Of 36 STE CASING4D La 0 LII 8 It! S 8 % 8 ° U R1Z I-HO <,- - - I <i— V) ,5 ____________ 32 33 34 35 36 37 38 39 40 NOTE'. 1. ALL WORK IN THE VICINITY OF EXISTING HIGH VOLTAGE POWER LINES SHALL COMPLY WITH THE HIGH VOLTAGE ELECTRICAL SAFETY ORDERS 8 > (CCR TITLE B. ARTICLE 37). . 1008 770-040-003 LA QUI UATIOIII (0 0LLJ FLU H SYNC 24 WATERLINE 47 UJI .85 770-040- CYWD UJI PROPOSED 18" PVC C900 PER CV= E TI~4526 UJI 770-040-012 &R-) IRRIGATION PIPELINE LF OF 3E' APPROXIMAT CASING (t-0.5-) PIT OF JACKING STEEL M: V) UJI EXISTING 30" IRRIGATION I L;~~"117 LA 77? 11 WV10.00 V) EXISTING 10' WIDE IF L'i pp IN - — --- C V W D DRAWING APPROVAL ::: 12' AC WATER ! 21 GRAPHIC EXISTING 10' SEWER SCALE REVISIONS: WASHING N STREET I - t4 m 9855 01405 FOR flON 019011 IS 001 CAUF8A STAlE PIJJCU COOCURCATE ETSIEJE loFt 0, 1'° .W1iwl6< LA QUOTA o 10 zis 01 lECOT CATER 080 =1 = -. I KRIEGE. & STEWART _____ Engineering Consultant8 IN THE CITY OF LA QIJINTA. COUNTY OF RDAERSPL STATE OF 88891 SCALE_ . . I -40 H, 1 =4 V COACHELLA VALLEY WATER DISTRICT SHEET T === N/A IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT -T OS Q~r -TTJL FRE BASIS OF CURTSIED COOROIQATES 01 NORTH: 2,180.012*71 011 EAST: &552,*OS DOD SET.. 55801 5 CUORI CA CORNER OF TIlE 0 3602UnivRr8ity AvonDo .Rivoroido.CA92501 PLAN AND PROFILE - I — - DESIGN _______________________- - DRAWN TUW 8I. 5087 www.kRlogondoTRw2Rl.0000 . 051- 684.6900 STA.31 +00.00 TO STA.41 +00.00 OF no SHEETS 1 9910 0800 FOR OR 1501 010206891 CR1101 FOR 0*5 CR91001 N 80*00 899 850000 9055 CDACOSIIEO CCRCAS 5*015 *0890126 IS0125IUR2S70S (660000) LOCATED WITHIN PORTIONS OF SECTIONS 1 5 6 AND 8 -4 APPROVED BY CHECKED 324 33.N - - PROJECT No, WO€RGRGHIO SUM MOOT OF SIWNI CUIORWA SYMj REVISIONS DATE BY REGISTERED ENGINEER No, _______ DA1E_ SAN — TOWNSHIP 6 SOUTH, RANGE 6 AND 7 EAST, SBU 50% 9IMTrAL PRELIMINARY 02/06/17 UIOAWIFIS, NO._ - ..-EXISTING SOUND WALL LLI 1 - EXIS INC TOP OF PAVEMENT OVER (/1 IRRIGATION PIPELINE IRElSNC S- 0.0025 WAI NG 60 LF 1 44 1 10.00 LF f - - 22-9 LF I I I i v S-0.0028 18000LF 47.05 LF t PROPOSED 1 r PVC C900 (DR_) IRRIG A ION PIPELINE '-s +orn3 ------- S-O.0028 97.95 LF \ N N Lj c;Lt -La 6 zi Z .. ------------------------- ... .. ____ % 8 8 8 8 8 8 8 % 8 = 8 8 VERT I8 8?' . 8? V) 42 43 44 45 46 47 48 49 50 51 52 AVENIDA PROPOSED 18 PVC C900 AVENIDA PALOMA III— Li 770-040-005 770-040-006 ULTIMO DR_) IRRIGATION PIPELINE TUJUNGA COURT N CVWo P APPROXIMATE LOCATION V) OF RECIEVINC PIT USA 769 PH 9 130' PH 10 1 EXISTING 27' 120 8 L'i PH 9 m 1 WALL ( 1 1 LJI0 --- - --- - ----- 10- 1 --------. ~74 SECTW10N LINE) 0 C~ La --- --- SEWER Wt. 1 I x , ME d-L m C.V.W.D. DRAWING APPROVAL -H VILLAGE PROJECT EMONUR CATE 25 .88 SHOPPING OWG. No CENTER REVISIONS: DATE APPR. GRAPHIC SCALE WASHINGTON STREET IN FEET) Q~rTAL TOLL FREE eu~rE BASS OF ARBOS. UO6008 501005 BENCHMARK : =i% = T/J KRIEGER &STEWART Engineering Consultants IN ThE COY OF LO QUINIA COUNTY OF RIVE050C OF ______________________- COACHELLA VALLEY WATER DISTRICT SHEET FlEW BOOK N/A IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT - _________________ - - 1) —3602 U yA R d CA 92501 5S P LA N AND PROFILE - ______________________ TM W TINT =wwwkgnd.1wrl.com . 951 684.6900 STA.41 +00.00 TO STA.52+50.00 OF SHEETS _________________ 016 106 0.0 UNDERGROUND SERVICE ALERT OF 1lKUN CALIFORNIA 101 001 Th0.51 N .0800 OIl 008016 065 00010 80.00126 LOCATED WITHIN PORTIONS OFSECT1ONS ... 6 TOWNSHIP 6 SOUTH. RANGE 6 AND 7 EAST, SEIM _____________________ APPROVED BY REGISTERED ENGINEER CHECKED SAN PROJECT No. REVISIONS_ DATE BY 50% sI.MrrAL PRELIMINARY 02/06/17 DRAWING No 13 43 V) j+j flj;ilP_ w to EXI ;TING TOP OF PA'S EMENT OVER c IRRIGATION PIPELINE - ------------ 129,25 LF ,Vill - PROPOSED 24" PVC C900 --k ----- R)-IRRICA11ON PIPEUNE----- - ------ --- --- ---- ---- -- ---- -- _____--- Li I. H d +I! H 'H V) 64 65 66 67 68 69 70 71 72 AVEN IDA LA FONDA MATCHLINE SHEET Li I W EXISTING 18' PH #11 i 1 w IRRIGATION DWG. 212- ASANDONDEDD IN41f ' I [EXISTWmtc 18' T1t1E d CONNECT TO EXISTING hi STING 10' USSR EXISTING 6* WATERLINE PER CVWD DWG. 18028 7 EASEMENT w If __ML_ 'N' WALL WATERLINE 22849 / j72 4 DWG. D -----_-- _ --- ----H - -- Z = '-= - -l----- ____________ z H .185211 I - H — C.V.W.D.DRAWINGAPPROVAL ______ DATE GIN ii. CP 1110 L56298 ~Jff 25 -FD. COPPERWELD, ! FLUSH AVENUE 52 OIRECTOR OF ENGINEERING GRAPHIC SCALE +8 ++g +8 +8 ELEV. 4140 RESISIONS DATE APPR E9) WASHIN?TON)STREET (UO Rem ) Q~r FREE SAM OF BEA. I. C000SOOLES OP 30904 . °r.sr. &oss.000Sn.ospo +ooz* BENCHMARK: '°ES OP E IN TAlE CITY OF 001106. COUNTY OF RTIERODL STAlE OF °000 KRIEGER & STEWART Engineering Consultants SCALE COACHELL& VALLEY WATER DISTRICT SHEET L..... IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT AND PROFILE DESIGN PLAN - -- 50 _____________________________ 0.EAOT30 OF 22.20 Sn !_ eRO AT OFLE AS Ill C00040ETE 3602 niversil venuc iverside, 92502 951.686-6900 STA.63+00.00 TO STA.64+59.05 BK F - SO 5 _______________________________________ - - -______________________ TWO OATS 000 eoC03090TSOOASOPNTSLES EA2UL*TED BETWECO CPWO 20T 0297 0*040 P21 045 OPUS COASPOTID COO4A1E OF NORTH 2193.230 501 SET. EAST 0.5*9.3*9 Sn ELEVATiON - 29.709 1*04000) --www.krlegrdsTewSn.COm -AST SHEETS TIAW STA 64+59 47 AH TO STA 73 + 00.00 - ___________________________________________ __________________________________ - APPROVED BY REGISTERED ENGINEER No. DATE CHECKED 324336 UNDEREBOIJID DEWOICE MEET OF SOIJflRUN CLEEONDEA N 905*0 0.04000 C0005700 LOCATED WITHIN PORTIONS OF SECTIONS 1 5 6 AND 6 TOWNSHIP 6 SOUTH, RANGE 6 AND 7 EAST, SUM - SITU RE'ATSIONS - DATE - BY PROJECT No. 50% sI.MrrAL PRELIMINARY 02/01/17 DRAWING No._._..... C.) H I tj H4" U ±Th 40 pEXISTIN-,—TOP O PAVEMENT OVER IRRIGATION PIPELINE ---------------- ------------------------------------------------------------------------- S-0-0045 6 15.01) LF -- 20.00 LF I (R0POSED24PC900 • I i I (0 _) IRRIGATION PIPELINE —---—--- -----------------—-- —— ----- La 0 1!! La 0 12 ____ • ______ I GJ 4k I —-------- —----------------- — --------____ __ ____ __-- ---- ---- --- 85 86 87 88 89 90 91 --- — - 92 93 94 LLj CALLE RON/sW ILLEGIBLE IRRIGATION PIPELI E 107 D Sw --- — --- — --- ---- — ---- -- - ---------------- -------- Ld [IDR—) Ld — - ---- -- — — — — TX —— :- -- rT ____ I J- — EXI — I I — IIE5SflNG N0 fo- - — - NO. - - — - — — - — - ROUSIONS DATE OPPR GRAPHIC SCALE - AVENUE 52 PUBLIC) Q~rATT BASS OF BEARINI foci WIT sucisty Is ci CcgjFOtA TrucE PI.MIE COOWYWATE s'TsTo& 10fF I. DTY cc cc ocinra m MOlTS 0—v— BENCHMARK,= & STEWART Consultants IN THE CITY OF LA Q1JINT#. COUNTY OF RIHERODE. STATE OF 'MY °'Engineering SCALE COACHELLA VALLEY WATER DISTRICT SHEET 10 F1 IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT AND — KRIEGER DESIGN FREE fo UncVnrnciy Avcncan. Rivnrciidu, CA 92501 SS PLAN AND PROFILE -______________________________ -3602 COED ci W OSTTrT wwwknlrgndnnuwc,n.cocnn .951.6806900 STArMW .84+OO.00 TO STA.95+OO.00 OFSHEETS rev sa ____________________ APPROVED By REISTIEREDOASNEER PROJECT No. UNDUGROUND SUM NOW OF SS1NEM CMIOB*A AND 8 LOCATED TOW9 WITHIN SHIP 6P ORTIONSFGESERCOAS 71 E2T,6'Sam SYNO CHECKED REVISIONS DATE BY 50% st&rrrAI. PRELIMINARY 02/07/17 DRAWING No._ - UJI # U H t ffl - . EXISNG TOP OF PAVEMEN OVER Q fl I IRRICA11 N PIPELINE --_ - H H 20 co C14 I -A I I - all V) 129 130 131 132 133 134 P2) PROPOSED 24" PVC C900 DR_) IRRIGATION PIPELINE CP 1024 & ON + ELEV. 27.21 FLU — - WAlL -.---- - -.-- - -.- u 0i8 SP- ( -- - - ------ - ------------------ _T-- - -- - - --- - :- ---- -- --- - T E -- \ - C.V.W.D. DRAWING APPROVAL - -- - - DATE - - * --- -- - -. --------------------- _____________ ________ I - --..00 \ - - am' _________ - - - REdSIONS DATE I AJ'PR - GRAPHIC SCALE - -_.--- PU BLIC) ) (UIFKET613S II IN \ 11 TALT OF ARSi mwo - . 2.106.302.....A 219012A io 500€ C000SS 15€ = : F_ngine~ring Consultants SCALE 1-40H 1- COACHELLA VALLEY WATER DISTRICT SHEET 14 _________________________ L THE OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALJFOPN" lRRlGAON LATERAL 1208 REPLACEMENT PROJECT - DESIGNJ1t0 SS ____________________________________ - F 0R1tOCThC eSutlzlf OF 2220 211. 5€ Po9JJRC 4AtE AT 9596 IS 1*5.0 11100 85 W4TCT95i OF 5005€ 50 2140 .. . . PLAN AND PROFILE - Q4I 11€ )C N4&TE NO 11* 00551 1* 91*1340 NO 20 NO.60. 11* NO %tflc CF 6001 14*165514 51200 01 2010(10 3602 University Avenue. Riverside, CA 92501 _ ____________________ ._ _ DRAWN TMW 695550 TOU 040 11006 060 9505 C0PoUTE0RNO tm 2i.25536 01 05r6.5tsto9.0oT sIr wwvtkrlegerindstewort.000 .951.684.6900 STA.128+00.00 TO STA.135+00.00 OF - SHEETS BQtRD SERVICE ALERT OF 50315(55 CALIFORNIA LOCATED WITHIN PORTIONS OF SECTIONS 1 5 5 AND 8 TOWNSHIP 6 SOUTH, RANGE 6 AND 7 EAST, 5GM APPROVED BY REGISTERED ENGINEER No._______ -'--SAN __________________ CHECKED - 324-33 6 REVISIONS D'.TE BY PROJECT No. 50% sIEMTrAI. PRELIMINARY 02/07/li DRAWING No._ C, f'H i f-HH EXISTINGTOP OF PAVEMEI T OVER : LI IRRIGATION PIPELINE 50 --h liii H _____i_______________ ----------- --------- H __ I—I LiIL : 1f _ _TT tHt . __. TTT + + + + + _____ _ __ - + + 0 - _? I 8c % % _________ _________ 200 201 202 203 204 205 206 207 208 209 210 0 PH #14 CP 11 16 3274,0 W CP 1129 IN UONUMNET WELL BU 245 ELEV. 48 10 ELEV. 48.22 e PROPOSED 12" PVC C900 FD. 1.25 IF, LS 8223 EXIST) G 8* SEWER PER RIG. 31456 GCVWD`D (DR_) IRRIGA11ON PIPEUNE FLUSH4696 PH EXISTING 11- - AQ 2277%27277 I Ln / = - EX PER 845 jI 4 5 qs - - --- -- 2 ---- - - - 97 7- ---==--O.4-!4 ExisnNG a" WATERLINE Sm .445 DasnNG I DWG, 14476 - 484 - 4U5 __ ___ 478 I ¶ 468 LJ - - _Ll F1 k j r DWG. 18928 C.V.W.D. DRAWING APPROVAL DATE 19'9 EISENHOWER 99 AVENIDA AVENIDA VILLA SCALE _____ GRAPHIC ___________ DRIVE MARTINEZ CALLE TAMPICO MENDOZA REASONS: - OATEi IN rEET I 1W DIAL. IOU. FREE ass of %RI9S 6855 OF 006*CS FOR TORT 0012(01 5 111€ 06.010066 STATE 11.51€ 000RTINATE SYSIDI, 805€ 6, 1 1(1000 200 000 600210 01500 55 000210200855 022 0000500 1100*2 *805 02105 55.61*0*6 °* os cIesKo 20 8-/2 06. *6*015 002 *0 COREWITO oo FI T = OTT OF OR 00.5018 6* *6.235 ---. KRIEGER & STEWART ) Engineering Consultants COACHELLA VALLEY WATER DISTRICT SHEET 1 ,iao .N/__ IN 1H CIII OF OR QOINIk COUNTY OF RNtRSID€ STATE OF CAUFORNA IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT - _______________________________ - ii ________________________ I 80 065 CO,00 T1TEO 25 85551WE 6TE3TE0 3602 Univoroty Av6n*6 2010025146. CA 9250! PLAN AND PROFILE - - = DRAWN -. 20 0028511*006815 1006 1042 040 ROW*0*81*65025850610020066501E0F6*85290236*OFSOETST&S*TE026.O*15Fr www.k2iTg66*2nd*06028**.110m .9516801.6900 STA.200+20.6± TO STA.211+0O.O0 OF . SHEETS ____________________ DERJW SBY1 ALERT OF JT11 CALIFORNIA TOO 80(00100 0611.61 FOR 1005 500515 8.00800 00206*558.0005006*0650560050*80 LOCATED WITHIN PORTIONS OF SECTIONS 1. 5, 6. AND 8 TOWNSHIP 6 SOUTH. RANGE 6 AND 7 EAST. SBU - Sm _______________________________ REVISIONS - DATE - BY APPROVED BY REGISTERED ENGINEER No DATE CHECKED SAN PROJECT No. 50% S(MTAL PRELIMINARY 02/02/17 DRAWING No. L_2 ___ LLJ La 50 __ XISTINC TOP OF AVEMENT OVER c ---------------------------------- L Li 0 + _t# J z z i I— IIZ I —40 212 213 214 215 216 217 218 219 220 221 AVENIDA DESERT o BERMU DAS EXG11NG8SEWERPER D DWG. 29646 PROPOSED 12 PVC C900 ('III flDiV CP 111 P EXISTING 8" RUNE c ii IRRIGATION 'IPELINE cp 1115 8PER CVWO E;W IN) TERUNE G. I Ld 3824 Do T 44O8_ 1/ JDR_) _tc 4 H ELEV. .78 AD Ir LLJ 11 4-1 9 — I - - - - L—— 4I - L I . ._... - -- -- - - - —4 o 18I1'S - - - - - ---- 04 —-------'--------Y 04 471ZA ISTING 15", SEINE PER .43,11 47717 CL D DRAWING APPROVAL DATE t'i - 8 I AVENIDA OF ENGINEEMNG 050. No. t'i NAVARRO DIRECTOR REVISIONS: APPR. GRAPHIC SCALE Q 0 20 40 CALLE TAMPICO IN FEET) BASS 7 o °2 o"°o o - 2. .WNOWRK KRIEGER & STEWART Engineering Consultants SCALE COACHELLA VALLEY WATER DISTRICT SHEET 19 ELD BOOK L_ IN E CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CAIJFQRNIA IRRIGATION LATERAL 120.8 REPLACEMENT PROJECT DIAL TOLL ER 811 °°°°°'° 0° TO 00000000 0m2 O0E COOC2E - - 3602 University tyA R d CA92501 DESIGN PLAN AND PROFILE ___________________ DRAWN 1MW ,w000v, *4G.o2oQu C0020100 —ATE C00 2O3o L22OSO O22O2OO(22TOo) wwW.krgor2ndoow..Oom.95I68690O STA.211+OO.00 TO STA.222+OO.00 OF - APPROVED BY REGISTERED ENGINEER No. CHECKED SAM 324-33.6 OX22O4 "'E LOCATED TOW WITHIN PORTIONS OF SECTIONS 1. 5 6, AND 8 SOUTH, RANGE 6 AND 7 EAST, SEIM SY) REVISIONS - DATE BY PROJECT No. 50% 9IMTrAL PRELIMINARY 02/03/17 DRAWING No._. - uj Ld JJ1J 4- + + 7 ki + n •[ + + LL1 - Ld cn EXISTING TOP OF PAVEMENT _ IRRIGATION PIPELI 4E ::: PT 1 -ftl-i 41 ft ft - --- --------- LA 0 ; f_ _ _ 223 224 225 226 227 228 229 230 231 232 SEASONS WAY W EWS11NG I8 WATERUNE E CVWD DING. 21107 PER CVWO OWC. 21 101 AS11NGR SEWER PER PROPOSED 12 PVC C900 LLJ En -EXISTING 20' CVWD EXISTING 024' (DR—) IRRIGATION PIPEUNE PH 13 EASEMENT PER EMERGEN INSTRUMENT No ACCESS 2008-0298607 ~ 41 5 V) V) LLJ EASEMENT It LbIs Al 227 7p sm ___ F _-' 21 _- U) o ----_--L 21' SEWER PER V) LINE PER GW10 OWE. 20341 C.V.W.D.DRAWINGAPPROVAL 8 EXISTING 12' SEWER PER DATE C9160 OWE. 26297 +>? PROJECT ENOWER IN OWE. No. IS — 1*RECTOR OFET8(WNC REVISIONS: DATE _*PPR. H GRAPHIC SCALE 80 CALLE TAMPICO 819S IN rm BENCHMARK TAI FREE OF mo~ WI0-) - - ~ ~-S D- FRotl 0- - CO-GTA8(AAATES OF 010TH 1186.302.471 107 (rOT 6.553.450000 Sn.. 45601 n 0000IZA PEP flc TEWART F-Ingincering Consultants SC*L COACHELLAVALLEYWATERDISTRICT SHEET 20 BOOK NLA IN THE CTY OF LA QUINTA, COUNTY OF RIVERSIDE. STATE OF CALFORNA IRRGATION LATERAL 120.8 REPLACEMENT PROJECT DESIGN CII 15€ Oqojic Cooeflti&ifl NO 15€ ti OF 5C34340 Get 10 WIOUTO 104€ NO 8(40601 OF corn I4OW8 S1T ' COecorlt =University Avenue. Riverside, CA 92501 ss PLAN AND PROFILE ___________________- - = DTUW AvIPWIeT00075 0051 60106€ 050 GA10t TTHSOFUCO8(HTEDoAuT4beTOl99T.23459SFT.E9Sv&54L309.OTTS,7 (FAT wwwkriegrend.1ewreT.0em.951.694.6900 STA.222+00.00 TO STA.233+00.00 OF _SHEETS 08OEREROU#D SUM *1181 OF Ufl1 CALIFORNIA 5591 TIE 4((V0flOti 04410444 (00 TAO 908040100004401*89004060 LOCATED WITHIN PORTIONS OF SECTIONS 1, 5, 6. AND 8 TOWNSHIP 6 SOUTH, RANGE 6 AND 7 EAST, SBU APPROVED BY REGISTERED ENGiNEER No. ________DATE CHECKED - SAN , 324-336 REMSIONS DATE BY PROJECT No. 50% sI.MrrAI. PRELIMINARY 02/03/17 DRAWING No.. 50% 91.trrAL PRELIMINARY 02/03/17 DRAWING No.__ h LLJ LLJ EXISTING IRRIG TOP OF PAVEMENT TION PIPELINE OVER — -40--- ----------------------------------------------------------- __Iii 0- — — Ht t p t#: ------0------- ------------ -------v- ------------- '-------- t I Jh _ 234 235 236 237 238 239 240 241 242 WASHINGTON STREET 9 : PROPOSED 12" PVC C DR_._.) IRRIGATION PIPEL NE 259 4 P PD 125 P ($5570 PH #20 403- STING 12" WATER Ld _ - I ______ jr -Ir PER jr I I STA.57+66 18 (WASHINGTON j,I STA.241+76 66 (CALLE I I i CV W D DRAWING APPROVAL DA TE + > TEE Kr /' PROJECT ENGINEEO -, RE ORG. No. DIRECTOR OF ~EERING RETI1SIONS DATE APPR. GRAPHIC SCALE 20 40 sO CALLE TAMPICO 1N rErr AL TOLL FREE QT~ TIC BASS N REARECS FOR 1145 9J82119 5 0* CMJFOASA STATE PLATE C0000BAAIE SYSTEM. ZONE 0. _w (2011) ("C"": 20-OOD) AT -s Cr- u— Sq(CF)%B-O97 ED A 80*0. Z-.302.471 ............ 6506 0000 20 00s.0 OF E RIT005EE A = - = KRIEGER & STEWART F_ngineering Consultants SCALE CN. - -40 H, 1 =4V COACHELLA VALLEY WATER DISTRICT SHEET 21 OTT N LA 008412 AS NO 230 1 FIELD BOOK N/A IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA EPLACEMENT PROJECT — _________________________ - DESIGN so ONORSYE0000.OACT*COEZOOOR OF 22.20 ICr. TIC *033846 080 08011084610 002 porn .s =University AVEnUE. RIVEIBdO, CA 92501 CHECKED ' PLAN AND PROFILE = ____________________ = DRAWN — rmw AT LEANT TWO BATS 00 OF OPZZTOSCTEETLNTTO 00100*0 P. CYST WWW.kriEgETAndBT9WAFT.0000 • 9516846900 STA.233+0O.O0 TO STA.241+76.66 0F° SHEETS APPROVED By REGISTERED ENGINEER No. ______ DATE______ SAN 324-306 PROJECT No. BEFORE YOU DIG UNDERGROUND 5080(5 MIRT OF SIWSIOR CALFOR*A TOE 0415*1006 05131 FOR TOTS SONEY 5 BBICO CII 06*560 TICS CABIPTJTCO V00005 6584 0(00120. I LOCATED SECTIONS U - SYNI REolSIONS - Work Area Traffic Control Handbook 33 Mid Block Center Lane Closure CA MUTCD TA-21 (Modified) I' ork Area Traffic ontrol andbook 31 Mid Block Right Lane Closure Optional I_ Option NOT TO SCALE NOT TO SCALE 7 ____ -. MINIMUM RECOMMENDED CI-IANNELIZING DEVICE AND SIGN SPACING (1) SPEED "S MPH 1 DIMENSION A SIGN SPACING ft DIMENSION B MINIMUM MERGING TAPER L ft DIMENSION C MINIMUM SHIFTING TAPER 1/2 L ft DIMENSION D MINIMUM SHOULDER TAPER 1/3 L ft DIMENSION E BUFFER SPACE 141 It MA)<JMUM CI-tANNEUZER SPACING TAPER 131 ft MAXIMtLi CHANNEUZER SPACING 131 TANGENT It 25 100 125 63 42 158 25 50 30 250 180 90 60 205 30 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 55 500 660 330 220 520 50 100 60 500 720 360 240 598 50 100 650 500 780 1 390 1 260 1 682 50 100 Work on Freeways and Expressways wtth speeds ot 65 mph or greater snail meet toe tanaaru -'lans sf0 ceanuaru cpecincaouns UT c.aIUalIs. (2) Posted Speed or observed operating speed (whichever is greater). Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict 4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas Sign spacing in rural areas should be 500 It 32 leuoidO I ork Area fraffic Control Handbook 41 Work Area Traffic Control Handbook Right Hand Lane Closure on Far Side of Intersection Mid Block Left Lane Closure = A' 3 3 t t Optional 40 A Optional Optional ' Optional _[ : i - ~R~IGHT LA.N'E b A • A Optional 50'right turn area Vin B •.------- A* A 4A 3ff NOT TO SCALE CA MUTCDTA..22B (CA) (Modified) NOT TO SCALE MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING 111 SPEED "S MPH DIMENSION A SIGN SPACING a ft DIMENSION B MINIMUM MERGING TAPER L ft DIMENSION C MINIMUM SHIFTING TAPER 1/2 L ft DIMENSION 0 MINIMUM SHOULDER TAPER 1/3 L ft DIMENSION E BUFFER SPACE 141 ft MAXIMUM CI-LANNEUZER SPACING TAPER (3) ft M1AXIMtJs1 CHANNEUZER SPACING TANGENT (3) ft ________ 25 - 100 125 63 42 158 25 50 30 250 180 90 60 - 205 30 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 55 500 660 330 220 520 50 100 60 65111 J J500 500 720 780 360 390 240 260 598 682 50 50 100 I) Work on Freeways and Expressways wtn speeas or oo mpn or gieasei si Idil ii L LI c 5LOI IILOI IL I I I I I II.II '• Posted Speed or observed operating speed (whichever is greater). Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 ft /