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3141NOTE: 0 Withfprope'r validation this form constitutes, an CITY OF LA QUINTA encroachment permit ,f 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 II I DATE: 2/73/00 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION G.7750 ADAMR CT.-BRWRPN AVE. 47 & AVE. 48 (Street address or Description of Location) PURPOSE OF CONSTRUCTION GRADING, PRE —WATER Sketch (attach construction plans if appropriate) 14.11 ACRES DESCRIPTION OF CONSTRUCTION INSTALLING OF IRRIGATION LATERAL & GRADING SEE ATTACHED CONDITIONS PRE— WATER PIPING 4;T1 DIMENSION OF INSTALLATION OR REMOVAL 3'x 130' -� rs _ SIZE OF EXCAVATION, IF NEEDED 2'x 1301x 6'DEEP APPROXIMATE TIME WHEN WORK WILL BEGIN X %= 2/25/00 APPROXIMATE TIME OF COMPLETION 2/29/00 ESTIMATED CONSTRUCTION COST $ 43.000 (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: 0 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 applica and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this wor). Name of Applicant (please print) of. Applicant or Agent VERSIDE. CA.92507 STE AB, siness Address 11 (909)786-0777 Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. REP ATTACHED Contractor's License No. City Business License No. SEE ATTACHED Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 1,290 II Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by 100 $ 1,3901 _ Date f,r PERMIT VALIDATION PERMIT NO. 3141 DATE APPROVED Z/22/00 ,EXPIRATION DATE 6/22/00 DATE ISSUED 2/23/00 By t) &\ V Administrative Authority Recorded by II Telephone: (760) 777-7075 NOTE: "With proper validatio6t this form constitutes an CITY OF. LA QUINTA encroachment permit � APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) .3 - Y 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: 2/23/00 Subdivision Improvement Permit — Class III. Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 47750 ADAMS ST.RETWRRN AVE. 47 & AVE. 48 (Street address or Description of Location) ,PURPOSE" OF CONSTRUCTION GRADING, PRE —WATER 14.11 ACRES ,DESCRIPTION OF CONSTRUCTION 1p�leu,LlrrV vFav�ivca�iva. LATERAL & GRADING PRE— WATER PIPING ,,DIMENSION OF INSTALLATION OR REMOVAL 31x 130" SIZE OF EXCAVATION, IF NEEDED 2'x 130'x 6'DEEP APPROXIMATE TIME WHEN WORK WILL BEGIN XBXM= 2/25/00 Sketch (attach construction plans if appropriate) SEE ATTACHED CONDITIONS, l.� L-1 c� APPROXIMATE TIME OF COMPLETION 2129/00 ESTIMATED CONSTRUCTION COST $ 43,000 (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: F, 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 and regulations of the City of La Quinta and to f pay for any additional replacement necessary as the result of this work. Name of Applicant (please print) Signature of Applicant or Agent 5029 LA DART DRR.R�[VERSIDE, CA.92507 STE A Bi siness Address 909) 786�-0777 Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. SEE ATTACHED Contractor's License No. City Business License No. SEE ATTACHED 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 $ 1,290 Permit Fee 100 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 1,390 Receipt No. Received by Date Recorded by 141 PERMIT VALIDATION PERMIT NO. 3141 DATE APPROVED 2/22/00 EXPIRATION DATE 6/22/00 DATE ISSUED 2/23/00 Aw By — Administrative Authority Telephone: (760) 777-7075 a 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 Is 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 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. t PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta CityPublic 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 STRUCTtlRES: +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 Quints 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. i 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. R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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. ZT HM' 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 i/4 inch to one foot (11. R6 GRADE CHEC MG: 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 Meet) 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 Qx"ta Standard M207. 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. RIO SOIL STERII UMU The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the manufacturer's specifications. 11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quints 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. R 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 b'e 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. 13 PAVEMENT CITI 1NG: 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 L]MIT OF EXCAVATIONS: Excavatigns 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. BA6DCKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes RI 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 (Y) 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 BACKFII.L 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. RIB 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. R1.9 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 PAvEmENi' REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC-800 shall tie 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 PERMANENr.PAVEmEmr. 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. R2'2 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. R2 3 STREET RESI'RIPING: 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 bandied 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. 3141 --- THE SPANOS CORP. --- 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. The Spanos Corp., 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. 3141 Page 1 of 4 SPECIAL CONDITIONS --PERMIT NO. 3141 --- THE SPANOS CORP. -- 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 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. 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 1.4.16.370 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. f 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. 3141 Page 2 of 4 ;,J SPECIAL CONDITIONS --PERMIT NO. 3141 --- THE SPANOS CORP. --- 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" 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. 3141 Page 3 of 4 I SPECIAL CONDITIONS --PERMIT NO. 3141 --- THE SPANOS CORP. --- 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 ''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the .City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth of 0.10 feet with buttjoint created next to the existing unmilled pavement surface.. The cold - milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) feet outside -the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the. same day as base paving operations, the base course lift of 3/4" 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 .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: 17. 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. 18. This permit allows for the installation of a 10" irrigation lateral and pre -watering for SDP 99-654, Aventine Apartments. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Permit No. 3141 , Page 4 of 4 i NOTE: With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) op 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: 2—ICw 0 0 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 47-750 AdamsStreet Adams between Ave. 47th & Ave. 48th (Street address or Description of Location) PUqPTS�IQf CONSTRUCTION Grading Pre -Water Sketch (attach construction plans if appropriate) .AcresT DESCRIPTION OF CONSTRUCTION TnGta1 1 ati nn of ��g �.��.� �JAI r/0/� Irrigation atPranra l and rraing fY�— pre -water pipi�— t l DIMENSION OF INSTALLATION OR REMOVAL xL_ SIZE OF EXCAVATION, IF NEEDED 1'X 1 30 l X t d66� t APPROXIMATE TIME WHEN WORK WILL BEGIN — — APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST S A n n n n n (Including removal of all obstruction, materials, and debris, badtfilling, 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 ihappening 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 appli abta City ordinances, the terms and conditions of the permit and ell oppticaWe rules end regutatimn of the City of LA Quints and to pay for any additional re0acemem necatary as the result of this work- . Signature of Applicant or Agent The Spanos Corporation 50 9 La Mart pr-., Ste A-2 Name of Applicant (please print) Business Address Telephone No. (RealmAttat-bed) Riverside. Ca 92507 909-786-0777 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Ree AttAohpa' 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 ) 0 b Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date 2774 PERMIT VALIDATION PERMIT NO. , ) DATE APPROVED Z-L2 - OO EXPIRATION DATE DATE ISSUED 3 r D 0 By Recorded by 11 Telephone: (619) 7T7-7075 Administrative Authority THE SPANOS CORPORATION JACK LUCAS PROJECT MANAGER 5029 LA MART OR., SUITE A2, RIVERSIDE, 09J0RNI 203507 TEL: (909) 786-0777 4020 MURPHY CANYON RD., SAN DIEGO. CA 92123 TEL: (619) 874-4500 EXT. 272 _ - FAX: (619) 292-2756 - 0 CONTRACTOR LIST Irrigation Lateral Installation: Contractor: Contact: City Business License # Contractor License # Phone/Fax # Desert PipelineInc. Phil Johnson # 1513 # 251658 Ph: (760) 399-5194 83-477 Avenue 62 Fax: (760) 399-5481 Thermal, Ca 92274 Grading Pre -Water: Contractor: Contact: City Business License # Contractor License # Phone/Fax # Nuevo Engineering Inc. Dave Lippert # 157 # 438834. Ph: (760) 345-1778' 79-811 Country Club Dr. Fax: (760) 345-6704 Bermuda Dunes, Ca 92201 , r r i r s ACORD_ CERTIFICATE OF LIABILITY INSURANC` DATE SPA99 02/01/00 IE PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Tanner Insurance Brokers HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 4670 Willow Road, Suite 250 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pleasanton CA_.94588 __. INSURERS AFFORDING COVERAGE Phone:925-463-9672 Fax:925-463-0192 1INSURED INSURER A: United National/Worldwide Fac I INSURERB:- Travelers Indemnity Co of IL A.G. Spanos Companies, etal. INSURERC: Legion Insurance Company The Sppanos Corporation 1341 W. Robinhood Drive _ INSURER Or. American Guarantee/Zurich S.F. Stockton CA 95207 INSURER E UUVtKAGtb THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SRI TYPE OF INSURANCE POLICY NUMBER EFFEC DATE MM/DD EXPIRATION DATE MMIDD/YY LIMITS LTR GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY L7122297 09/30/99 09/30/00 EACH OCCURRENCE f 1, O,OO , 000 A FIRE DAMAGE (Anyone fire) f 50,000 MED EXP (Any one person) f Nil CLAIMS MADE OCCUR PERSONAL 3 ADV INJURY f 1 , 000 , 000 GENERAL AGGREGATE s2,000,000 PRODUCTS - COMP/OP AGG f 1,000,000 L AGGREGATE LIMIT APPLIES PER: MPOLICYJECTT LOC AUTOMOBILE LIABILITY 09/30/99 09/30/00 COMBINED SINGLE LIMIT (Eaacddent) f 1 , 000, 000 B X ANY AUTO PJ810453P3388 X ALL OWNED AUTOS BODILY INJURY (Per person) f X SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY (Per accident) f ]{ NON -OWNED AUTOS PROPERTY DAMAGE f (Per accident) AUTO ONLY - EA ACCIDENT f GARAGE LIABILITY EA ACC $ ANY AUTO OTHER THAN AUTO ONLY: AGG f EACH OCCURRENCE f 30,000,000 EXCESS LIABILITY 7X CLAIMSMADE AUO 29639480 09/30/99 09/30/00 AGGREGATE s 30,000,000 s D or -CUR s DEDUCTIBLE f RETENTION S X I TCRY LIMITS I ER WORKERS COMPENSATION AND EMPLOYERS' LIABILITY _ WC1-1196959 05/01/99 05/01/00 EL EACHACC0I $1,000,000 E.L. DISEASE - EA EMPLOYEE f 1,000,000 C ELDtScASE- POLICY LIMIT f 1,000,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECUIL PROVISIONS General Liability is subject to a self insured retention limit. City of La Quinta and the La Quinta Redevelopment Agency are additional insured as respects to portion of the Southwest One -Quarter of Section 29, Township 5 South, Range 7 East, S.B.M. in the City of La Quinta, County of Riverside, State of California per the attached endorsement. .r CERTIFICATE HOLDER I Y I ADDITIONALIN5UKEU; MbUKLK t-cr r Vr - _ SELZERI Emily P. Hemphill, Esq. Selzer, Ealy, Hemphill Blasdell, LP 777 E. Tahquitz Canyon Wy #328 Palm Springs CA 92262 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIC DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION LIABIOF FIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. /) � 26S (71971 ®ACORD CORPORATION 1988 r . i. VICINITY MAP NOT TO SCALE y QUANTITY ESTI�ATE (FOR PERIAT PURPOSES ONLY) 10" DUCTILE IRON IRRIGATION MAIN W/ ,10 MIL POLY WRAP 130 L.F. 12"x10" DUCTILE IRON TEE 1 EA. 12" DUCTILE IRON RESILIENT WEDGE GATE VALVE 1 EA. 10" DUCTILE IRON RESILIENT WEDGE 'GATE VALVE 2 EA. 10"x45° DUCTILE IRON BEND (VERTICAL) 4 EA. 10" -IRRIGATION METER & BOX, SEE DETAIL SHEET 2 1 EA. .1" AIR & VACUUM RELIEF VALVE PER CVWD STD. DWG. W-21 2 EA. 12" FLANGE COUPLING ADAPTER 1 EA. MAINIERO. SMITH AND ASSOCIATES INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ONLY. THE ENGINEER SHALL, NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND .THE _ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. - 'UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER "COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC SOUTHERN CALIFORNIA EDISON (760) 202-4291 GAS SOUTHERN CALIFORNIA GAS COMPANY (760) 323-1851 TELEPHONE GENERAL TELEPHONE COMPANY (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ` IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,_ THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND .PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER OR SEWER CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF MAINIERO, SMITH AND ASSOCIATES. THE CONTRACTOR SHALL 'NOTIFY MAINIERO, SMITH AND ASSOCIATES PRIOR TO POTHOLING. IF NECESSARY, MAINIERO, SMITH AND ASSOCIATES SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN WATER OR SEWER CONSTRUCTION AFTifR REVISIONS ARE APPROVED FOR CONSTRUCTION. UNDERGROUND SERVICE ALERT o CALL TOLL FREE• 1-800 422-,443 TWO WORKING DAYS BEFORE YOU DIG s �, NO. REVISIONS i APPROVED DATE IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA AVENTINE - `SDP# 99'654 IRRIGATION IMPROVEMENT PLANS BEING A SUBDIVISION OF A PORTION OF THE NW 1/4 OF SECTION 297T:5 S., RJ E., S.B.M. WHEN PREPARED FOR A.G. SPANOS CORPORATION 5029 LA MART DRIVE, SUITE A2 RIVERSIDE, CALIFORNIA 92507 a 4 GENERAL NOTES 1. UNLESS NOTED OTHERWISE, THE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING STANDARD NA s SPECIFICATIONS: F t A. " STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER I i SYSTEMS," AS LAST REVISED FOR THE COACHELLA VALLEY WATER DISTRICT. B. "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," (SSPWC OR 1 ! "GREEN BOOK'). THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS SHOWN ON THESE I I PLANS WITHIN CVWD RIGHT-OF-WAY 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 I. CONSTRUCTION BEGINS. EXISTING 124, C900 PVC ++ IN ADDITION TO EXAMINING THESE PLANS, THE CONTRACTOR IS EXPECTED TO HAVE I W{.y IRRIGATION LATERAL �^ ',• 'r: ;,k VISITED AND INSPECTED THE SITE IN ORDER TO DETERMINE THE GRADES AND TRUE I _ CVWD DWG• I NO.16867 " I CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. SHOULD ANY CONFLICTS OR AMBIGUITIES IN THE PLANS OR SPECIFICATIONS BE DISCOVERED DURING THE EXAMINATION OF THE PLANS OR UPON VISITING THE SITE, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY. 2. UTILITIES: CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES (USA 1-800-422-4133) 48 HOURS PRIOR TO .CONSTRUCTION AND REQUEST SAID COMPANIES TO LOCATE AND MARK I ` ALL FACILITIES, INCLUDING SERVICES, TO BE AFFECTED BY CONSTRUCTION OF THE �Q IRRIGATION LINE. CONTRACTOR SHALL POTHOLE FACILITIES•AT LEAST 1,000 FEET AHEAD OF TRENCHING TO VERIFY LOCATION. ` CONTRACTOR SHALL PROTECT ALL UTILITIES IN PLACE. I Q- -o .3. MINIMUM COVER FOR WATER DISTRIBUTION PIPELINES AND APPURTENANCES SHALL BE A MINIMUM OF 48 INCHES, UNLESS ` OTHERWISE APPROVED BY THE DISTRICT'S REPRESENTATIVE. o° - 4 CONTRACTOR IS READY TO CONNECT THE PROPOSED AND EXISTING PIPELINES CONSTRUCT 10• D.I. i I ,, _ ,,, _ .Y THE CONTRACTORSHALLBE RESPONSIBLE FOR NOTIFYING THE CHIEF ZANJERO IRRIGATION DELIVERY I I o = SUPERVISOR IN WRITING AT LEAST 20 DAYS PRIOR TO CONNECTIONS. LINE SHALL NOT BE SHUT DOWN FOR MORE THAN 3 DAYS. NOTIFICATION INCLUDES WORKING DAYS. POINT SEE SHEET 2 r- I - -5. ALL-LONNECTIONS `TO THE EXISTING SYSTEM .SHALL BE MADE ONLY AFTER THE NEW • PIPELINE HA5 `VASSED -PRESSURE TESTING. 3 f g. 14 -24 PVC PIPE SHALL CONFORM TO AWWA C-905 CLASS 165 OAR 25 . 7. EXPOSED IRON 'PIPE,- STEEL PIPE. VALVES, METERS AND THEIR APPURTENANCES SHALL -HAVE EXTERIOR COATING. COATING. SHALL CONSIST OF THE FOLLOWING SYSTEM: I _ r cc I - = j A 3-PART PRIMER (3-5 MILS), INTERMEDIATE, AND TOP COAT (4-6 MILS) PER COAT. co I I I ; � _ _ � � of _ ' THE PAINT SYSTEM SHALL BE TNEMEC SERIES 60 PRIMER AND COLOR OF FINISH COAT N I I I I - i (_ = SHALL BE WHITE. THE CONTRACTOR SHALL POSSESS A VAUD CLASS A OR C-34 STATE OF I - CALIFORNIA CONTRACTORS LICENSE. _ - 9. AN APPROVED CLEANING TOOL SHALL BE PULLED THROUGH THE PIPE DURING THE PROGRESS OF ITS ASSEMBLY TO REMOVE DIRT. ROCKS OR FOREIGN MATERIALS. - I i is i x '` n 10. THE CONTRACTOR SHALL PLACE A 2-INCH WIDE IDENTIFICATION TAPE 12-INCHES ABOVE ALL BURIED PIPE. IDENTIFICATION TAPE SHALL BE WHITE IN COLOR AND MARKED �- "IRRIGATION". IDENTIFICATION TAPE SHALL BE MANUFACTURED BY T. CHRISTY'S OR DISTRICT APPROVED EQUAL I►` - - 11. CONTRACTOR SHALL DEPOSIT S500.00 WITH THE DISTRICT PRIOR TO ANTICIPATED START OF WORK. SAID AMOUNT SHALL BE DEPOSITED FOR THE ESTIMATED COST OF INSPECTION. INVESTIGATION, ETC. BY THE DISTRICT. 12. ALL WORK SHALL BE INSPECTED BY CVWD. WORK PERFORMED WITHOUT INSPECTION I I SHALL, BE -REJECTED. SHEET INDEX MAP. 13. CONTRACTOR SHALL CONTACT THE CHIEF INSPECTOR, CVWD. AT LEAST: 2 WEEKS MALE— lr - IW PRIOR TO START OF CONSTRUCTION TO ARRANGE A PRE -CONSTRUCTION CONFERENCE. M NOFMi 14. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF ALL MATERIALS TO BE USED PRIOR TO THE PRE -CONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED ` � LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL. SIZE. AND OTHER PERTINENT DATA _ 15. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES WITH THE CHIEF INSPECTOR. DAILY. BETWEEN 3:30 AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE ITS WORK FOR ANOTHER TIME. r IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT NOTICE TO CVWD, 7 s� CONTRACTOR SHALL BE CHARGED 1 HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. R/W R/W -- R 16. CONTRACTOR IS RESPONSIBLE FOR ALL DISTRICT ABANDONMENT AND TIE-IN - - "R- R PAVING, CONCRETE WORK AND MARKER POSTS AND MAIL BOXES. - Q f — 17. CONTRACTOR TO SECURE A CONSTRUCTION ENCROACHMENT PERMIT FROM CVWD AVENUE 48 i Y.' PRIOR TO COMMENCEMENT OF WORK. R/W—R R/if* R/W R/W R E88 h,DEL4 F C43880n ,' , � ...• � Exp . 6 -30-01 a �� C / v Co ri 'ht 1999 i qj. Mainiero, Smith and Associates, Inc. F OF CALF All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. DESIGN BY APPROVED BY PD-3-1w ELEV. '116.584� .. - CITY OF LA QUINTA CALIFORNIA MAINIERO,SMITH AND ASSOCIATES,INC. MARK 438so J.A.D. PLANNING / CIVIL ENGINEERING / LAND SURVEYING LOCATION , . . ; - 1• LP .WITH CO. TAG IN MON. wELLIAT;.' sICNATURE_ � ,' � LAT 118.0'1.2RT-1.6RT 777 E.-TAHQUITZ CANYON WAY, SUITE 301 THE INTERSECTION OF MILES 'AVENUE, .BAN A. DE La TORRE DATE B.S.C. w H K BY cHRIs voGT DATE DELIVERY POINT FOR AVENTINE SDPu 99-654 PALM, SPRINGS, CALIFORNIA 92262-7066 AND WASHINGTON STREET CITY ENGINEER { TELEPHONE , (760) 3,20-9811, / FAX 323-7893 ,- J.A.D. R.C.E. 44250 EXPIRES 06/30/01 NW.1/4 OF SEC. 29. T.5S., R.7E., S.B.B.M. m m U O ca a ca L 0 a� cc Y O O U m Q w a) 0 0 co N 0 3 v, z O rQ V ti N 0 CD c Cu c m m 0 E SHEET 1Cz 0 OF co cm ISHEETS 60.00 55.00 50.00 STA 11+28.0 TE VA LIE 10" A 11 14.70 AIR CUUM RELIEF ALVE STA 1 +29.5 FINIS ED GW DE ABO IE PIPE 1" AIR VACU M REUE F VALVE IIV_ 4" UNE EXI NG TELEP-ONE " ISTING ROPOS ELECTR D SE METER PROFILE ISTING 4 COND. -6" CO D. 18 WATER I II 0 �\ II j 0 O% J-00% M \�� OD- Q � O � o OM Z �M �N Q +� +�� p p - - 16>p O J jQ U + W VVSS n 000 0 to O W W 130.15 LF OF 0" IRRI 3ATION IELIVERY POINT T 118 -1.2 -1.6RT SCALES: 1 " = 20' HORIZ. EXISTING I I ER 1 " = 2' VERT. 18 S " INV 39. 0 EXISTING CURB & GUTTER —� EXISTING 12" IRRIGATION MAIN —� CVWD DWG NO.16867 EXISTING 18" WATER MAIN — EXISTING 18" SEWER MAIN - PROPOSED MEDIAN ISLAND - 1 U+UU �✓ I rra 8" 1 10+00.00 LAT. 118.0-1.2RT-1.6RT = ' 97+61.10 LAT. 118.0-1.2RT - DISTRICT FORES;�O 3 INSTALL 1-12 FLANGE AND MJ FLANGE ADAPTO 1-12"x10" DI TEE AND 1-10",GATE VALVE AT DEVELOPER'S EXPENSE. CONTRACTOR SHALL TIE N TO I EXHISTING 12" C-900 PVC PIPE LINE UNDER DI ECT DISTRICT INSPECTION. W w 43' i- coco i I I Q � I �I NO.I REVISIONS I s I I CO VRUCT 10"IR9ATI O N A' I 14' 14' 15 I En APPROVED I DATE 12+00 PROPOSED ELECTRICAL 'PROPOSED 8" WATER \ 1: +24.17 - INSTALL10" PROPOSED URB &GUTTER F IGATION METER SEE // AIL AT RIGHT /11 0.15 '- INSTALL 10 GATE VALVE 1 +0.0 M \ -�. A / SEE METER DETAI CROPOSED PRIVATE IRRIGATION SYSTEM EDGE OF PROPOSED RETENTION BASIN SIGN EXISTING CURB & GUTTER I EXISTING TELEPHONE EXISTING ELECTRICAL I PROPOSED ELECTRICAL 13+00 SPRING ASSISTED LID (BROOKS TYPE 45) WITH LOCKING LID. WATER SPECIALTIES (MODEL ML-04) REMOTE READ IN METER BOX W/ LOCKING LID. INDICATOR RANGE 0-3 CFS AND TOTALIZER IN ACRE FEET I w Q z LAJ 0 U 0 0 z w '- FG 24.0 DOMESTIC WATER VALVE OPERATOR WELL PER CVWD DWG. W-17 1 0.83' MIN. MIN. - - M _ 00 O w x Ar w w • 1•,. °r° 1.75 W a nww. Z 1.5' Ir 0 J � m /63'4.67' 1.0' Z > Q Q W w o W 0 z�N + to NWO v OD �� �QW J 3 =X m mEA GRAVEL o Z w> + o ALL DUCTILE IRON PIPE, z w a o z + .* �RAPPED IN ^ m N m M a: o^ XTER FABRIC N +• o + 0 0 o m 3 e -,*to,* U o 0 FITTINGS AND APPURTENANCES o D 0� N�,' ± a?L TO BE 10 MIL POLY WRAPPED. U N DIA. HOLE W/ �* _) ' o ?z o v> > PVC SLEEVE TO + � N - N SERVE AS SUMP U 3.25' 13.55' 10" DUCTILE IRON PIPE, FITTINGS AND APPERTENANCES 10 MIL POLY WRAPPED. PROFILE METER DETAIL N.T.S. PROPOSED R/W I I O R VE� 0' 20' 40' 60' 80' Z � C43880 Exp. 6-30-01 NG GAS MAIN SCALE 1 "=20' �+ \, © Copyright 1999 9� Y ` Q.� Mainiero, Smith and Associates, Inc. F OF CAO All Rights Reserved MAINIERO,SMITH AND ASSOCIATES,INC. BENCH PD-3-1W ELEV. 116.584' PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN APPROVED BY MARK J.A.D. PLANNING / CIVIL ENGINEERING / LAND SURVEYING LOCATION 1' I P WITH CO. TAG IN MON. WELL AT SIGNATURE 43880 DRAWN BY 777 E. TAHQUITZ CANYON WAY, SUITE 301 THE INTERSECTION OF MILES AVENUE JUUAN A. DE LA TORRE DATE B. S. C. CHRIS VOGT DATE PALM SPRINGS, CALIFORNIA 9226E-7066 AND WASHINGTON STREET CHECK BY CITY ENGINEER TELEPHONE (760) 320-98 f f / FAX 323-7893 J.A.D. R.C.E. 44250 EXPIRES 06/30/01 CITY OF LA QUINTA, CALIFORNIA LAT 118.0-1.2RT-1.6RT DELIVERY POINT FOR AVENTINE SDP* 99-654 NW.1 /4 OF SEC. 29, T.5S., R.7E., S.B.B.M. ci c vT m co U 0 a Ca V) 0 ? .c ca 0 0 U m Q m 0 0 N O 3 -c N z O 1= Cal v ti 04 'c 0 rn rZ c a c m E m 0 SHEET E 2-6 0 OF c ca n CD ti SHEETS b