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2965IIOTE:"-`1 With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 Subdivision Improvement Permit — Class III DATE: MAY 11,1999 ` Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TRADITION COUNTRY CLUB, TRACT 28867, L4 QUINTA (Street address or Description of Location) PURPOSE OF CONSTRUCTION TO PROVIDE WATER SERVICE Sketch (attach construction plans if appropriate) TO TRCT 28867. DESCRIPTION OF CONSTRUCTION CVWD FORCES TO INSTALL 2 STUB OUT CONNECTIONS AS FOLLOWS: NORTH SIDE OF CALLE COLIMA 35' WEST OF AVENIDA BERMiJDAS & INTERSECTION OF CALLS NOGALES DIMENSION OF INSTALLATION OR REMOVAL AND AVENIDA VELASCO AS SHOWN. 6x6' COACHELLA VALLEY WATER DISTRICT TO SIZE OF EXCAVATION, IF NEEDED OWN, OPERATE AND MAINTAIN ALL SEWER AND WATER LINES AS SHOWN ON ATTACHED. APPROXIMATE TIME WHEN WORK WILL BEGIN JUNE 1999 SEE APPROVED DRAWINGS 24184 & 24191 & 24179-24180. APPROXIMATE TIME OF COMPLETION JUNE 1999 ESTIMATED CONSTRUCTION COST $ 20,000.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) 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. 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. Signature of Applicant or Agent COACHELLA VALLEY WATER DISTRICT F.Q. BOX 1058 COACHELLA, CA 92236 (760) 39&2651, x532 Name of.Applicant (please print) Business Address Telephone No. SAME AS ABOVE Name of'Contractor and Job Foreman Business Address Telephone No. Contractor's License No. I City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee 0 Penalty Cash Deposit -Surety Bond if required TOTAL: . $ 0 Receipt No. Received by Date • r • Recorded by PERMIT NO 2965. PERMIT VALIDATION 2965 DATE APPROVED 5-11-99 EXPIRATION DATE 12-31-99 DATE ISSUED '" - �` Ad vinistrative Authority Telephone: (619) 777-7075 I RCa MAY 0 7 7999 NOTE: With proper validation PUBLIC WORKS this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 Subdivision Improvement Permit — Class III _ DATE:- May �, 1999 Minor Improvement Permit Class IV Tradition Country Club Tract 28867 La Quinta LOCATION OF CONSTRUCTION Y � , (Street address or Description of Location) PURPOSE OF CONSTRUCTION —To provide water service Sketch (attach construction plans if appropriate) to Tract 28867. t DESCRIPTION OF CONSTRUCTION CVWD forces. to install 2 stub out connections as follows : or site —of —Cage Colima 35' west of Avenida Bermudas & Intersection o Ca - e Nogales DIMENSION OF INSTALLATION OR REMOVAL and Avenida Velasco as shown. _6 X 6 SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN June 1999 APPROXIMATE TIME OF COMPLETION -.Tune 1999 ESTIMATED CONSTRUCTION COST $ 20 , 000- 00 (Including removal of all obstruction, materials, and debris, backfilling, com. paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: `7fEO vjf*ry vt'ff% czj(0[7'1'0W,j Coachella Valley Water District to own,operate and maintain all sewer and water lines as shown on attached. See approved drawings 24184&24191 f} 24179-24180. . 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. 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. Signature of Applicant or Agent Robert Ford _C:nnrhella Valley Water District P.O. Box 1058 Coachella, Ca 92236 (760)398-2651, X532 Name of Applicant (please print) Business Address Telephone No. Same as above Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee } n , Penalty Cash Deposit -Surety Bond if required -1� TOTAL: R_ Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. DATE APPROVED _ ✓ ��I� % / EXPIRATION DATE DATE ISSUED By Administrative Authority Recorded by TELEPHONE: (619) 564-2246 The following General and Special Provisions are attached to and made a part of Permit No. GENERAL PROVISIONS The following shall always apply: ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints 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. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -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 operations 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified,24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: 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: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. UTILITYCLEARANCE': (Substructures) Prior to making any excavation within the City of La Quinta right of way V 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. IC1 ) UTII.ITY 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 inches of A.C. paving placed on inches of class _ aggregate subbase course having an "R" value of not less than and in conformance with 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 1/4 inch to one foot (l'). 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 (_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 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. R10 SOIL ST'E_RELIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. Rll 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 of City of La Quinta projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be 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 project clearance. C�PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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. 15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (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 be not less than 90 percent 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 continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. 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 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of 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 two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. 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. STREET RESTRIPING: Where street striping is still visible on streets 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 permittee 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 bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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. SPECIAL CONDITIONS --PERMIT NO. 2965 --- CV WD --- 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 § I (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. 2. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. - Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. 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. 5. Work performed within 500 feet of a signalized intersection is restricted 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 Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. ' 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. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), .1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 2965 Pagel of4 SPECIAL CONDITIONS --PERMIT NO. 2965 --- CV WD --- 8. 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 one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Penmittee 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. 10. 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. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical. intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 2965 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO.2965 --- CVWD --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each,0 of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. G. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. I. All.costs incurred.due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 12. 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. 13.. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. 'Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta. Municipal Code (Ordinance 10 § 1 (part), 1982), permanent. pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1 thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No. 2965 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 2965 --- CV WD --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved ''/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of/4" max medium asphalt concrete shall be installed from saw - cut edge to saw -cut edge flush with the existing street surface. The base course lift of.paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane. striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. 17. 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. 18. 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 giants permission to use the street to deliver street construction materials and/or equipment. 19. This permit allows for the installation of two stub -out connections per CV WD drawings 24184,24191 and 24179-24180. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 2965 Page 4 of NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit ' APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 i Subdivision Improvement Permit — Class III DATE: MAY 11,1999 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION TRADITION COUMY CLUB, TRACT 28867, LA Q1UINTA (Street address or Description of Location) PURPOSE OF CONSTRUCTION TO PROVIDE WATER SERVICE Sketch (attach construction plans if appropriate) TO T1iCT 28867. DESCRIPTION OF CONSTRUCTION CVWV PORCSS TO INSTALL 2 STUB OUT COSNRCTIONS AS IbI,LOWS s NORM 810E OY UEKE COLIVA 35" W9ST UY AVENIDA BURL UD" & INTSKSUCTION OF CALLE NOGALES DAIIMgENSION OF INSTALLATION OR REMOVAL AND AVENIDA VULASCO AS 811OWaN. COA.CMLA VALL" WATER DISTRICT TO SIZE OF EXCAVATION, IF NEEDED OWN, OPERATE AND MAI?ITAIV ALL OEM AND WATER LINES AS SROIM ON ATTACHED. APPROXIMATE TIME WHEN WORK WILL BEGIN ` UNE 1999 SEE APPROVED DRAWINGS 24184 & 24191 b 24179-24180. APPROXIMATE TIME OF COMPLETIONDNI" I99 ESTIMATED CONSTRUCTION COST $ "0222'22 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) 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. 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. t Signature of Applicant or Agent COACHELLA VALLEY WATER DISTRICT PO.. BOIL 1038 COACHELLA, CA 92236 (760) 39b651, x532 Name of Applicant (please print) Business Address Telephone No. SAM AS ABOVE Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. f City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I II Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ _ Permit Fee- - _ _ �— ©^ _- Penalty Cash Deposit -Surety Bond "�if. required TOTAL: $ 0 Receipt No. Received by Date Recorded by 4.11TH ATITARlU7t1i111111►1 PERMIT NO. 2965 DATE APPROVED 5­11M99 EXPIRATION DATE 12-31—(9�9(� DATE ISSUED 1'"R'` X By — Administrative Authority d Telephone: (619) 777-7075 The following General and Special Provisions are attached to and made a part of Permit No. 1� / b S GENERAL PROVISIONS The following shall always apply: ENROACHMEN'T ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any paved surface unless fitted with smooth -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 operations 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 Quints, 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: 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: NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 49 hours in advance of starting construction. UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints, 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. 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 inches of A.C. paving placed on inches of class aggregate subbase course having an value of not less than and in conformance with City of La Quints, Road Improvement Standards and Specifications, Ordinance #461. R5 PARKWAY GRADING: Area between the property tine and top of the proposed concrete curb shall be graded to a slope of 1/4 inch 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 (_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 2 1/2 inches of A.C. paving placed on of class aggregate base. Driveway construction shall conform to attached drawing. SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times. . R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the manufacturer's specifications. Rll 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 of City of La Quinta projects. 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be 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 project clearance. (3 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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. 15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any 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 in lifts of not greater than three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of 95 percent shall be attained with the structural section of the roadway. R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (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 be not less than 90 percent 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 continuous. R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000 feet and a minimum of one (1) test on each road. 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 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a maximum of 3000 linear feet of 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 two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. 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. STREET RESTRIPING: Where street striping is still visible on streets 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 permittee 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 is becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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. SPECIAL CONDITIONS --PERMIT NO.2965 --- CV WD --- 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. 2. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. 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 lst 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. 5. Work performed within 500 feet of a signalized intersection is restricted 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 Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. 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. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), .1982),. advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No. 2965 Page I of4 SPECIAL CONDITIONS--PEFMT NO. 2965 --- CV WD --- 8. 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 one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Pennittee 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. 10. 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. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of --way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions:. A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical. intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. Special Conditions - Permit No. 2965 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 2965 --- CVWD --- F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. G. 'The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. H. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. I. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 12. 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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. . 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thickefthan existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench Verify exact structural replacement section thicknesses with the City prior to installation. Special Conditions - Permit No. 2965 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 2965 --- CVWD --- C. Permanent pavement replacement shall be installed using a City approved '/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint .created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F. If grinding and capping operations are not performed in ,the same day as base paving operations, the base course lift of max medium asphalt concrete shall be installed from saw - cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. .Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16.. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior ,,to commencement of any construction at (760) 777-7075. 17. 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. 18. 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. 19. This permit allows for the installation of two stub -out connections per CV WD drawings 24184,24191 and 24179-24180. 20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 2965 Page 4 of 4 O� '7 Ch cn r+ is Cr) 0 fU O ZD Li N 3 N ti O tD Ln N 3 v OFFsr E it DIP WATERIANN NO. BEARING DELTA LENGTH F1: R2 N89'45'10'E 18.00' I N89'48'08`W 1589.34' s I cn 0 Cu 0 as � C7, 10 CD co '. if-) N c 3 Q w cn Q- z a w 3 Ln CD 3 Q CC CD L N :y 0 i �0R NIA IN THE CITY OF LA UINTA _STA E Q , t1� 1 S WA V 5I r Oth AVE. —1 Genera l District Notes for r O 11► :Domestic Water CALL TAM P CO - ENTATIVE. T I1. All materials and cons O traction shall conform to the Standard Specifications U for the Construction P , '• ruction o (n O f,Domestic`Water Systems (Standard Specifications) of the Coachella Valle 'Water AVENUE- 52 ;Y ter District CVWD . g � (n LL1> L, • • Unless 'modified - Q ., ., the Standard Specifications, t P . he standards of the American Water Works shall. - apply shall a 1 to all material and O PP Y s Q � construction methods. hods. 2 i , Z Z � I w 2. Al or w 1 k shall be inspected d b • CVWD. The P charges for inspection shah e w � Yp 1b : n acc i ordanSpecifications,.. , _,.. ce with CVWD s tie Iationa and t S andard > Li1 � + 8u LLJ Q I m Work performed 3. p formed without inspection shall be rejected. - - - _ P j A A Q C LLE NOGALE! 4. The minimum cover for 1 _water distribution pipelines and appurtenances ha Q nP P app shall H be 36 inches. Streets shall be brought to sub — I g grade, never Installed and TR 28470 z i curb and gutter installed. ,.. gu lied. before pipeline is installed..:.: , P P _ PROJECT w All connectionexisting- � . i 5 s to facilities will be made b CVWD at the owns INSTA�� 12 DIP WATER �+ expense. Y owner's.' �y G 0 LF C 0 U R ►J E P p Sixty days notice required. •. LOCATION Q � A ITIONq W R E S T R A I N E D JOINT N 6 �e separation e ( r p between water and sewer facilities shall be as •, specified in 1 CVWD Standard Draw % ing W1. . WRAP POLYETHYLENE i - I • VICINITY MAP , 7. Contractor shall contact the Chief Inspector, CVWD a a 4 - WaP . t least 8 hours prior I to start of construe T construction t N I S o arrange a reconstruction conference. 8 P conf r CLARET COVE 8. An approved cleaning tool shall be pulled through the pipe during the ` rorssof p g e its assembly to remove dirt, rocks or foreign materials. d Q Z , water 9. No ter or sewer pipelines shall be installed ands decorative on e P P rconcrete, te, concrete, curbs or sidewalks without' rior a royalin-tract Z > P PP of CVWD. All { { I I 50 \ w : , streets. shall: a paved w 5 b P ith asphalt concrete pavement. - - � _ � I i : � .. - I 10. These Ions may be subject z w - z (, P Y bject to review and/or revision, b CVWD, if �cN onstruction has not begun w t I p � �'8 within 12 months from Date of Approval as shown . . lP ,<\ . i 1 Q .51�­49 \ � in CVWD Drawin A royal Blocks � 8 PP i ; f. 11. ` Contractor shall submit to CVWD a list of materials to be used prior o the e •o t •. � r � ns ruction confer ence. rence. Only materials on the a roved Gist may be 52 _ Y PP Y 48 , --'- "- used. List shall include quantity,manufacturer. model .size' and other • f er nentdata. ET _2 I 47 . SHE . , 53 SHEET T 1�. Contractor shall schedule E � � � his construction activities withtheChief.' Iris ector, daily, between 3: 0 and 4: 0 • P Y 3 3 p.m. for the following working day. CV 'C is unable j If 1 to provide an inspector or inspectors, Contractor she m _ , P P 11 6 , � I reschedule its work for : lie r another time. 1 : t - I 54 CALLS N GALE S '. :. If Contractor elects to cancel scheduled work without of n ice to CVWD _ 45 Contractor shall be charged l hour of inspection time *for p for each dayof - occurrence. j 55 IECTION. 44 �. Contractor a 13. Cot shall call _ _ Underground Service Alert at -4 - € 1 800 �_ 4133 at least i • two workingdays prior to start of constructio Y P n. G : b and gutter shall •, " mm 43 t `Cur u r h 11 be W 5 6 8 in lice before any domestic waterpipelines - P Y are constructed. l t . � 42 INDEX MAP. - SHEET I X _ 57 i l- . " r Special Construction Notes CONSTRUCTION NOTES & ESTIMATED QUANTITIES. SCALE. 1 — 200 , Q 41 In locat ions wh ere here the wat er system is t o be installed f Y in corrosive soils the followin 58 8 requirements shall apply:, INSTALL,12" DIP w POLYETHYLENE WRAP (RESTRAINED -,JOINTS) 1,705 LF _ i 4 I 1/4 SECTIONLIE 40 . All pipelines to be CML ductile iron INSTALL 12"; DUCTILE IRON GATE VALVE EPDXY LINED &COATED ' SEA P P pipe. 2. Pipelines . sq- e to; be installed with a mini umINSTALL 12"x12 DUCTILE IRON TEE 1 EA �lI �9 . P m of 48 inches of cover at final.grade. END 2 EA • INSTALL 12"x90' DUCTILE IRON B , :. s. `Entire s stem to be q staked for grade, alignment, substructure .- 60 location e 8 service location fire hydrant y location, detector - INSTALL 12"x11-1 4 DUCTILE IRON.. :BEND 6 EA - --1 j check, tee and .gate valve location. " 1 EA 4. Cut sheets shall be supplied to the Chief INSTALL 2 AIR RELEASE ASS'Y I PP Inspector prior to • t i 6 I \, /� construction. 4 BLOCK AT ALL HORZ & VERT BENDS AS REO D INSTALL THRUSTBL � l 5. Final grades shall be establishe • t-" , 8 d and curb and gutter installed before the installation of the pipelines, services, fire hydra nts and detector o checks. I �-, 6. A11 fittings to be CML ductile iron. TR 28867 i 7. Al l pipelines, fire hydrant runs, detector check runs and service 1 63 f runs to havepolyethylene encasement. CL ! 8. All "fire hydrant • , F y rant rune and detector check runs to be CML ductile WILY R W I $ LY R W / iron pipe. t 64 n 9. .Curb and utter shall be in'dace before an domestic water . �, _ , 8 P Y 1 ter 18 t 8 : ..--• 1 pipelines are constructed. - i 65 , i . certify that the design n I Y d s g of the water system In Tract No. 28�Co*1 is in r accordance with the w _ � ± stet system expansion Ian f Y P plans o the Coachella Valle ..Water I I D;striCt and h h • • .. � that the water`.. service, storage and distribution system will be adequate I provide water servic • I 66 1;. P e to such tract. This- certification idoes not constitute a guarantee i that tt will supply.water t o .such tract at an specificquantities, Y P . flows or pressures ' r for fire protection or an h P Y other purpose. I 67 , I, , Date. GOACHELLA VA LEY WATER i 6 g L ER DIST CT NOTE I i ENGINEER'S ..� I _ i PROPOSED 12" WATER THE EXISTENCE AND "LOCATION OF ANY UNDERGROUND UTILITY EXISTING SEWER- 0 4 COVER 0 FINAL GRADE } i { ' I B. SHOWN N THESE PLANS WERE OBTAINED DEPTH VARIES. 7.8 TO 9.8-� Y PI ES OR STRUCTURES SHO 0 THES /� , , RS �, - i II RECORDS. TH S LOCATIONS ARE n 1 >/ C O e L. Parks ;BY A SEARCH OF AVAILABLE EC E E J I I I Director f Engineering . o E g nesting . APPROXIMATE.' IT SHALL BE THE CONTRACTORS R. . RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES : EXISTING 60" RCP C E. No. 29572 W N OWN OR NOT T I • 14 OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN DEPTH VARIES: 12 TO .. _ { • . SHOWN ON THESE' PLANS. THE ENGINEER IS TO BE NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY ADJUSTMENT - CALLS NOGALES CAN BE MADE IN THE ALIGNMENT AND/OR GRADE of THE / N.T.S. - • IR T PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED 0 • . - - NARY MEASURES TO PROTECT ANY UTILITY TAKE PRECAUTIONARY E pp _ l , CVWD DRAWING APP L LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD, AND/OR S . TRWI EH D NOT SHOWN ON THESE PLANS. THE CONTRACTOR LL 6 EL Date ', Checks RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR Pro ect Engineof HIS OPERATION. STRUCTURES CAUSED BY E • Recommended. , • , Di o ngmeenng R.C.E. No 29572 w D G No. e Alert Underground Se, Al gOf - . Approved: __ 24179; General Mana er—Chief Engineer R.C.E. No .3078 j t 9 9 � Revision: • , • Date gppr, ' i • Call.. TOLL FREE . AL EXISTING NOTE. CONTRACTOR TO POTHOLEL • UTILITIES PRIOR TO CONS TRUCTION AND NOTIFY _ O - 1 SO DISCREPANCIES. D ENGINEER OF ANY D • 2- 33 42 41 - , ; TWO WORKING DAYS BEFORE YOU DIG RIN I i ,BENCHMARK:,BASIS OF BEARINGS: PREPARED UNDER THE SUPERVISION OF. FESSI-Planning SIGN: DRAFT: . o .. CItTY_ � OF .LAQUINTA DE R 0 , Q N -Crvu IV' BENCHMARK 1 3-70 .TOP R CO. BE C " 03 , � OF CONC. FILLED 1 < I.P. t 350 N'LY OF OLD AVE. 52 AND 30' E'LY F: F, WA HINGTON AVE., 6' S' Y 0 CL 0 S VE . L OF POWER POLE • 989270 ELEV.=40.1 1. ' THE BEARINGS HEREON :ARE BASED UPON THE WEST LINE OF THE SW 1 4 OF SEC. 7, T6S, R7E, SBM, AS SHOWN ON A RECORD OF SURVEY IRS 67 76, RECORDS OF RIVERSIDE COUNTY SATE OF CALIFORNIA BEING N00'06'08" E ! ..� e _ .�.; >� ' 2-3 ?? O S �, R cy S !/ t�` 4� \ � 2 r' � � c^ - No. 46188 z �, m w a° Up., 1231 02 �► P _ DATE. KRIS. R. SCHULZE RCE NO. 46188 EXP. DATE 12/31/2002 APPROVED BY: Engineering KEITH -Architecture . I DILs LS Landscape TRADITION TRACT ;28867 INTERNATIONAL CHECK: DATE: -Land OFF —'SITE WATER IMPRO EMENT PLANS Surveying R AN 99 INC. -Construction TITLE SHEET • L<R.— J PALM DESERT DIVISION Management I A PORTION OF SEC 7 T.6S, R.7 E. SBM DWG No. WR2560F1 41-865 BOARDWALK • SUITE 101 • P&M DESERT, CA s 92211 • DATE. _ FOR. XXXXX , 3sa AP v'D DAT � 619 34s ss44 FAX 6 9 346-9 SHEET 1 O F . 3 N0. DAT IN T. ��E ( ) ( ) , OF CA CLUB ASSOCIATES, L.L.C. REFERENCES REVISIONS RCE No. xxxxx EXP. DATE xxxxxx TRADITION L A .,:.. -.. ... .. �. a .,. .._..y.. .... ... .:. / : ... ......:: ... '., y .. 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WATERLINE V DATA NO. BEARING DELTA LENGTH 1 N8553'45W 108.00 2 N44'53'45W 18.00I 3 N00D6' 15 E 27 30' IN. THE CITY OF 'LA �Q U I NTA) STATE .0 F CALIFORN'IA "LANS '7--'MEN ID 0 V" WATE.1'7\. IM1 50th AVE. MID LE- LA. QUINTA- PRESSURE ZONE ELEVATION 350 Li 0 AVENUE 52 General District Rates for' Domestic Water CALLE TAMPICO 0 Z Cf) LLJ < I.' All materials and construction shall conform to the Standard Specifications C) for the Construction of Domestic Water Systems (Standard Specifications) of-, t b a Coachella Valley Water Disfrict (CVWD). LU _E ABANDONED Unless modified by the*Standard Specifications, the standards of the AVENUE 52 American'Water Works Associatioxis shall apply to all materials and Ljj construciion methods. M PROJECT 2. All work shall be Inspected by CVWD. The charges for inspection shall be Ell < LOCATION 3. Work performed without inspection shall be rejected. Z Lij 4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Street$ shall be brought to subgrada. sower Installed and SECTION 6 curb and gutter installed before pipeline is installed. 5., All connections to existing facilities will be made by CVWD at the'o-_�erls expense. SixFy d4o notice required. VICINITY* MAP 1 6. The separation between water -and sever facilities shall be as specified in CVWD Standard Drawing WI. NTS 7. Contractor shall contact the Chief Inspector. CVWD, at least 48 hours prior tostart of construction to strong* a preconstruction conference. a. An approved cleaning tool'shall be pulled through th pipe during the' @ CONSTRUCTION NOTES ESTIMATED QUANTITIES progress of its assembly to remove dirt, rocksor fo reign materials. No water or sewer pipelines shali be Installed under decorative concrete, INSTALL 12� DIP W/, POLYETHYLENE WRAP SECTIONUNE 5,873 LF concr:to, curbis or sidewalks without prior approval of CVWD. All in -tract stree hall be paved with asphalt concrete pavement. INSTALL 12" DIP w/ RESTRAINED JOINTS i 11;4�_ lMEAZ WR,-P 294 LF 10. Theseplans may besubject to review and/or revision.by CVWD, If DIP W/ POLYETHYLENE WRAP 1,523 LF INSTALL 8 construction has not begun within 12 months from Date of Appreval an shown in CVWD Drawing Approval Blocks. INSTALL 8- DIP w/:RESTRAINED JOINTS i'�LYMYLf_4. WW 108 LF 11. Contractor shall submit to CVWD a list of materials to be used prior to the - INSTALL 1 Z DUCTILE IRO preconstruction conference. Only materials on the approved list may be N GATE VALVE EPDXY LINED & COATED 16 EA 451 u d. List shall include quantity. manufacturer. model. size. and other pertinent data. INSTALL 8" DUCTILE IRON, GATE VALVE EPDXY LINED & COATED 5. EA 1� 0 '12. Contractor shall schedule his construction activities with the Ch ief INSTALL 12"X-12" DUCTILE IRON TEE 4 EA 04 Inspector. daily, between 3:30 and 400 p.m. for the following working day.' If UUM is unable to provide an inspector or inspectors, Contractor shall INSTALL 12"x8" DUCTILE IRON TEE 1 EA re a chedula its work for anothortime. If Contractor elects to Centel scheduled work without notice to INSTALL 8"xT DUCTILE IRONTEE 1 EA C"M. Contractor sholl'bacharged I hour of inspection time foreach day of SECTION 7 occurrence. INSTALL 12"x8" DUCTILE IRON REDUCER 2 EA 13. Contractor shall call Undergrbund Service Alert at 1-800-422-4133 at lees% INSTALL 12"X15" DUCTILE IRON REDUCER 1 EA twe working days prior to start of construction. 14. Curb and gutter shall be, in place before ary domestic water pipelines are INSTALL 8"x6r DUCTILE IRON REDUCER 3 EA constructed. INSTALL 12".x90* DUCTILE IRON BEND 1 EA Special Construction Notes INSTALL 12"x45� DUCTILE IRON BEND 6 EA In locations where the water system is to be installed in corrosive soils, the following requirements shall apply: INSTALL "I 2"x22-1/7 DUCTILE IRON BEND 6 EA > INSTALL 12"x11-1/,V DUCTILE IRON BEND 14 EA .1. All pipelines to be CML ductile iron pipe. INSTALL 87x90` DUCTILE IRON BEND 1 EA 2. Pipelines to be installed with a minimum of 48 inches of cover at INSTALL 8"j(45' DUCTILE IRON BEND 3 EA final grade. r INSTALL 87x22-1/7 DUCTILE IRON BEND 8 EA 50 3. Entire system to be staked for grade, alignment, substructure UNE 'Al' f PIP �H --I service location fire -hy(Frant - 16EA-tion,�'detacfor INSTALL fr x 1. 1 - 1 /,V DOCTILE IRON BEND 12 EA SEE S Er 2. 51 49 check, tee and gate valve location. INSTALL 24!' DIAMETER X 0.25" THICK STEEL CASING 95 LF CAT-1 NOGALES I/ JZ 48 4. Cut sheets shall be supplied to the Chief Inspector prior to IN 53 STALL 67 FH ASS`Y (DRY BARREL) 25 EA 47 construction. Z PROPOSED 12" DIP OFF -Sr 46 rE ONE 'A' V7 L:r D W,-,Ll INSTALL 1-1/2" SERVIICE W�/ 1" -METER 89 EA" SEE 2 54 1 5. Final grades shall be established and curt and gutter installed WATER. 7k� 0 before the installation of the pipelines, services, fire hydrants INSTALL 2" AIR RELEASE ASS`Y' EA SEE DISTRICT DWG Nos. 55 1 1 E 44 and detector checks. INSTALL THRUST BLOCK AT ALL HORZ & VERT BENDS AS REO'D 56- 43 31 6. All�fittings to be CML ductile iron. CL X, bi� PL PL 42 32 3D LF 33' 7. Allpipelines, fire hydrant runs. detector check runs and service 41 NE 'E2' Ir D runs to have polyethylene encasement. 58 33 S SHEET 7 16' 1+U 1/4 SECTION UNE 16' 34- 8. All fire hydrant runs and detectior check runs -9, ductile 59 to be a 0.5' 0.5, ironpipe. FH60 '9. Curb and gut�ter shall be in place before any domestic fiater 61 pipelines are constructed. 2% 62 .7 certify that the design -.f tr e water system in Tract No 78 2WP accordance with the water system expansion plans of the Coachella Valley Water 6L� I 1=71 I =1, I I-F-P District and that the woter service, storage and distribution system will be adequate to provide water service to such tract. This certification - does not constitute a guarantee -64 that it will supply water to such tract at any specific quantities, flows �,ar� pressures 65 11' MIN for fire protection & any other purpose. WATER 66 "'DIP) SEWER 3' COVER 0 FINAL GRADE (T & 12 -VAR VARIES 6' TO 8' /,'DEPTH VARIES 6 Date: COACHELLA VALLEY WATER T ENGINEER S'NOTE 6.44' TO 7.72' 6 /69 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FH 0 PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED TYPICAL STREET SECTION 91 71 By'. 5 don_�tel L. Parks BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE WATER LINE: A 92 2 73-. 74 . 7 76 77 Director of Engineering APPROXIMATE. IT SHALL BE THE CONTRACTOR'S N.T.S. C '90, - 78 RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES 0 njU,� 93 89 R.C.E. No. 29572 OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT CL C 9 UNE 'E' 1 88 SHOWN ON THM PLANS. THE ENGINEER IS TO BE NOTIFIED "94 1 87 co PL 37' PL SEE SHEET 6 86 80 OF ANY DISCREPANCIES, SO THAT ANY NECESSARY ADJUSTMENT 95 CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE 81 18, 456�h AV: C 2 PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIREDTO UNE `D' f 96 TR 28867 4 82 SHEET 7 TAKE PRECAUTIONARY MEASURES TO PROTECT ANY U11UTY 0.5' 0.5' SEE 8 UNE T' Ir DIP 83 CVWD DRAWING APPR VAL LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD, AND/OR 97 SEE SHEET 6 NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD Checkey.::y- 5!4Q 0�r Date' RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR 2% 2% 98 P.j T 2 47 act Eng 02/15/99 STRUCTURES CAUSED BY HIS OPERATION. 99 CU 2. 2 Recommended: UNE 'A' If. D11P 100 6 n ?9572 6WG. 140 '2 o& oililiedZl 1;01�, SEE 101 009 110 111 11 1 Appr 4Aegg�i� 24184 1 108 5 General Manager - Chief Engirreer 10 11' MIN FH Revision: Date Appir. WATER 106 FH 3' COVER 0 FINk GRADE (Er & 12"DIP) VARIES IEWERD SHEET INDEX MAP -VAR- 103 SEE SHEET 5 DEPTH VARIES 8' TO 10.5' E 'K f DI IL SENIOR SUNNI!!! 7.58' TO 17.9' 05 104 1 SH 4 SCALE: 1"= 400' L15\116 117 118 1119 120. 121 TYPICAL STREET SECTION 4 WATER LINES: A, A 1, B C, & E2 N.T.S. BENCHMARK:� BASIS OF BEARINGS: PREPA . RED UNDER THE SUPERVISION OF: -Planning ESS/ C I T Yi 0 F L A Q U I N T A DRAFT: DESIGN: Cc RIV. CO. BENCHMARK 103-3-70, TOP THE BEARINGS HEREON ARE BASED Engineering 01 KEITH TRACT 28470 AND TRACT 28867 DLS DLS W <6- TRADITION OF CONC. FILLED 1" I.P. ± 350' UPON THE WEST LINE OF THE SW -k -Architecture KRIS R. SCHULZE DATE: Landscape N'LY OF OLD AVE. 52 AND 30' E'LY 1/4 OF SEC. 7, TISS, R7E, SBM, Cl) MIDDLE LA QUINTA PRESSURE ZONE - ELEVATION 350 No. 46188 INTERNATIONAL Architecture CHECK: DATE: RCE NO. .46188 EXP. DATE 12/31/2002 C.D CD OF CL OF WPSHINGTON AVE', 6' S'LY AS SHOWN ON A RECORD OF SURVEY, -Land WATER IMPROVEMENT PLANS = - Uj rn OF POWER P,'OLE #989270 ELEV.=40.1 1. IRS 67/76, RECORDS OF RIVERSIDE Surveying APPROVED BY: INC. -Construction TM SHEET KIRS JAN 99 Exp. 12)(31/02 Cr COUNTY, STATE OF CALIFORNIA, C:) BEING NOO*06'08"E PALM DESERT DWISION' Management A PORTION OF SEC 7, TAS., R.7E., SBM I �DWG No. WR25640 LO CM Ln 41-865 BOARDWALX * SUrrE 101 * PALM DESERT, CA 92211 C\i -98" FAX (619) 346-9368 FOR- SHEET 1 OF 8 REFERENCES REVISIONS RCE NO. XXXXX EXP. DATE XXXXX 'TRADITION: CLUB ASSOCIATE ATE I IN IT. I IAPPYDI DATE XXXXX DATE: OF C (619) 346 L C 24184'