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4598y, Finance Revenue Code E-1 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION - For the construction of*public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit- Class III Minor Improvement Permit Class IV DATE:1 /30106 LOCATION OF CONSTRUCTION (Street address or Description): TM 32879, Griffin Ranch, Avenue 54 and Madison PURPOSE OF CONSTRUCTION: Supply water to proiect.and 18" stub -out connection DESCRIPTION OF CONSTRUCTION: As needed DIMENSION OFINSTALLATION OR REMOVAL: CVWD to ow operate and maintain E° NT RME® APPROXIMATE TIME WHEN WORK WILL BEGIN:February 2006 TIME OF;COMPLETION:March 2006 i ESTIMATED CONSTRUCTION COST: $25,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and. all penalties, liabilities or loss resulting from claims or court action and arising. out of any accident, loss or damage to persons or property happening or occurring. as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all a ble rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this wor . Signature of Applicant or Agent Coachella Valley Water District P.O. Box 1058 Coachella CA 92236 (760) 398-2651 Name of Applicant (please print) Business Address} Telephone No. 1 Same As Above Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Self -Insured Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $NA $0 $ Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.4598. DATE APPROVED: 1/31 /OG EXPI TI N DA 1 / BY: Administrative Authority NOTE: . With proper valldation ' thk form cos1°1 'tes an CITY OF LA QUINTA . Permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction Of public or private curbs. driveways. Pant, eft. parking IM, swam. watir mains and other lice public works improveriwnts in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Pertnit — Class III DATE: Jan an �� � ! trInw improvemtnrt Permit Class IV �e�c1- LOCATION OF CONSTRUCTION �Z.$-1 _ �� I � ,,� • � � � 11' • ; III /iJ. l I� ►.. _ o�i�i �i�. To RAW RECEIVED JAN 2 6 2006 PUBLIC. WORKS APPROXIMATE TIME 0 ETl 1 a ESTIMATED CONSTRU z r (including removals of all com p"Von and placing nt d/o r .g Improvemenu) In consideration of the this it. the applicant hereby agrees to: IndmmniM. ditid City. is authorized agents, officers, ropnrntativer and wnployeer. hamdea from ga =4 against any and all penalties. lWhles loss resulting from claims at court action and arWrq out of any acddarrt. los or danrags to persons of Property happen" of occurring as a proximate result of any Work undertaken under the Permit used Pursuant m this tion. Notify the Adrniniatrativa Authority at hest twamydour (241 hours in advanw of the tkne v*wn work wal be stared. Comply widt as applicable City Ordhtaafss. the terns and conditions of the parmlt and all applksbie rules and regulations of the City of Lo-Q uInu and to Pay -fa any addificral replacement necessary as the nmit of this work. • t: Si v.1ATE/? Name of Applicant (Please Print) Busit, II ��STRIGZ Noma of Contractor and Job Foreman Busir COACHELLA VALLEY WATER DISTRICT ContrecaoesLicense No. CAROL PFANNKUCHE Development Services Technician Applicant's Insurance Company P.O. Box 1058 (760) 398-2651 Coachella, CA 92236 (760) 398-2661 FEES: Subdivision Improvement Permit —Class 111 75-525 Hovlev Lane East Ext: 3521 Public improvemenu: 346 of estimated Construction costa Palm Desert, CA 92260 Fax: (760) 391-9638 Private improvements: 3%of estimated construction costs Minor improvement Permit — Class IV: See attached schedule inspection pet 5 I PERMIT VALIDATION y `_O� �( Permit Fee PERMIT NO. ``� r (, Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Data Recorded by DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority Telephone: (760) 777-7075 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4598 The foliowina,shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this. contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated' ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of not less than ( " N/A "") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (W) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property Fine and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ®' R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be, completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ RI BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 1 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, _ _ dated January 1973. PERMIT NO.4598 CVWD / Water Service / TNI 32879 (Griffin Ranch) In addition to the standard permit conditions, the following shall apply: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Ifpublic traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be, altered in any way. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be T determined to be placed according to the city approved plans. Special Conditions Page 1 of 5 PERMIT NO.4598 CVWD / Water Service / TM 32879 (Griffin Ranch) 9. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit.. 10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 11. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 12. 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 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. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 13. 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. 14. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions Page 2 of 5 PERMIT NO.4598 CVWD / Water Service / TM 32879 (Griffin Ranch) 15. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 16. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 17. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 18. 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 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 Special Conditions Page 3 of 5 PERMIT NO.4598 CVWD / Water Service / TM 32879 (Griffin Ranch) completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. 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. F. 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. G. 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. H. 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. 19. 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. 20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. 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 Page 4 of 5 V PERMIT NO.4598 CVWD / Water Service / TM 32879 (Griffin Ranch) C. Permanent pavement replacement shall be installed using a City approved 3/" 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 saw cut shall be cold -milled to a depth of 0.10 feet with butt joint 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: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) 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/" 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 or any existing detour 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. 23. 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. 24. 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. 25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 26: The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. Special Conditions Page 5 of 5 I f AVENUE IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AVENLIE 54 AVENUE SS GRIFFIN RANCH TRACT NON* 32879 AIRPORT BLw VICINITY MAP N.T.S. COACHELLA VALLEY WATER DISTRICT WA.,TER IMPROVEMENT, PLANS GENERAL NOTES FOR DOMESTIC WATER 8YSTM PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 1.' AUAnTERiALe�NDooNeTRUcnoH� SHALL CDWOIIM 1011E 3TANDAt10 SPECIfiN'J►I * FGI THE COHlTRl10TIOp HOF OOAESTNC WATER SYSTEMS (STAHLIARp SPECIFICATKOH■) OF THIE CHOACIEILA VALLiy WATER gBTFICT(CMNp) i 111E OONiRARTOR SHALL FOSSEee AVALO CLM A OR"STATE of CALIOIMAIL CCiRRACTgHB UCERSL , L PREPARED FORS r"'t� 3 CMTPREC CTORSWIILOgYTACTCVWO'ICMEFNSi�ECigIUPpIRECEIPTaAPPROVEDOPAWAVOSTOMRANOETNE -TRUCTM DETECTOR CHECK p` TRANSWEST HOUSING CONFERENCE NOCONs,RUCT 3NKLBEGINPRIORTOTHEPRECONSTRUCTKIA, PROPOSED � " �o PROPOSED CLEAN ouT .� � 47120 DUNE PALMS ROAD - SUITE C IL CONTTtl1CTOR SMALL EUeMrr,oc�wDAuercPMAmmTO1w UmftoRmTw CONFERENCE• ONLY MATERIALS ON THE APPROVED Uei MAYBE USED. US HALL INCLUDE GUANr � PROPOSED WATER MAIN 0 PROPOSED MANHOLE ` °� -Ave,LA QUINTA, CA. 92253-2051 MANUF ---?g( FIRE NTDRN+r ASSEMBLY �'�n SHEET 4 HEFT 4 760-%%%-4307 ACRMooEL sD3 AnoaT►1ERPERTINENTanTA ® GATE VALVE OR BUTiERF1Y VALVE W,-* REDUCER VALVE AND BLOW -OFF \ /\% R/W R/f1 R/W 0. REOMTNOH4aEIgFECTEOeYCiRFD M*MROESFMIGF CTIQVMMBEINA000RDMMWRNCWMS —w— EXISTING WATER WW1 > PROPOSED REDUCER A _ _ _ _ ---- —'—S— EXISTING SEWER AWN ® PROPOSED STORM GRAIN MWIOLER —T— 41- �—l---IF— • e. CONTRACTORSNWLSCFEgLEMIO _ _U_ BOUNDARY LO LOT 3:X P.M: AND 43o P.M. F ! i THE fOlL0 0 WQ DAy (VWpYWITH E 10 PROVIDE AN INSPECTOR I31 WATER SERVICE — � — . CENTERLINE tea ; Tro 77 7e » I ea a1 INSPECTORS, CONTRACTON MALL RE9p�ul8 THE WORK FOR ANOTHER TIME OR SEWER LATERAL 0000900 CONSTRUCTION PHASE LINE �� 'N' f I _ 0 r CCNTRACTLM 9.lCTS 10 H:ANOEL ---a AIR/VACUUM RELIEF VALVE / X tea 40 2t FLINER WA) CWVIOODONEH ROF RgPECTIONn ElIg1�DAYCF00p�p1CNL ICEroCVmOONfl1ACTORSF mu BE 2e4 M M 289 q M a! a9 a1 I. WWPtRFORAEC WqH F4PEC� S1M 8E IlEJE0TE0 . QUANTITY ESTIMATE i 292 a a ooPlEsoF1FECOMPAcnONTEarREaULTaS!«tL■EFUMMSI+EDTOTNEn0.1PL�fpRFRK7R1DrRESS1AlETEInNn HtA 2 22 MI4MUM FREQIIENCYOF COIIPACnON TESTING SHALLeE%FgJ.O1VS; A SET OF PIPE DONE AND MIO TREHICN TpTa FOR PEW PIaPOM OiLY) 2e3 2aa 300 47 � � � of D L I* MNO �R M FO Q PIPELINE EYERY= FWAIO ATEVEAY TNNW WAMR SEVICE, Ny17RANT, iS' DUCTILE RON WATER MAIN ;030 L.F. 2e2 2a9. ` I 74 N Via of of • TiiE ODvER FCR wA1T]t o16TItE41TIDNhPELSRS 211NC11ES N DUCIUDEVBQPMENTS WNiH CURS AND DIAMETER AND SMALLER IN 11ESOQRIK r UCTIM ROW WATER AWN R320 L F. 301 a1 4e 11 TDD 04 87 GUTTER SFNNl BE Je INCHES THE COVER FOR WATER DISTRIBUTION PITAgeNES 36 B' DUCTIE RON WATER AWN 7732 LF. 2ei 2a7 MALL eRGREAT RANTO MIYPIPELINESLOCATEDINNWRESICE►RIKAREASSHALLDI T INCHES PIPIMIEETS NE 24' DUCTILE IRON TEE 1 EA j 302 Q - a 1 P• 0 .'" -� 0 00 SNAL INSTALLED. ■TIRADE; SEWER INSTALLED AND CURB AND OURER INSTALLED BEFORE TFE PIPQIE M s 101 r DUCTILE IRON TEE 11 EAOIIIOOO� 24 FITTINGS INIHEARM F 303 n M 102 VE CORROSIVE SO"�WHEREETTHE RECTR=M FERROUS FIFER. VALVES AND B' DUCTILE IRON TEE I EA �_ 101 1 CENTIMETER OR Ae DIRECTED BYCVWD, ROEDfDUCTMTY OF THE SCL ■ LESS THAN 2 e000HMS PER CUBIC r te'X12' DLICTn.E IRON TEE 1 EA. � na 4 � I se frt � � � ' 12Xe' DUCTILE IRON TIT iS EA 2T6 ~ m I it. CMWToEXISTIGFACLMERWLLBEOWE OYCVWOATTEDINNERZlE7IPEK eIRYDNYSNC9iCE 24' DUCTILE IRON BUTTERFLY VALVES ` LA• C `2>si 26a 274 63 Q R� 1s I � \ a De 107 ' CONTRACTOR SHALL STARrTTE INSTALLATION ATTHE TI NN CONNECTION PROVIDED jrDUCTLE RON BUTTERFLY VALVES a A 4e0 "' ° 20 „ t13 t[ w. THE SEP. AI WrINEEN WAra AND SII II FACILITIES SWILL MAO SPECITED IN CwYO VNOW MWIN i ND. 10' DUCTILE RON GATE VALE 2 EA' - 273 1 i . 13. PIPSJWV Shill. W KEPT FREE CP DIET, ROCKS AND FOREIGit MATERIALS DURING CONSTRUCTT@L WoWSCAI 12 DUCTILE RON GATE VALVES 41 EA \, 26e 1 11T iN CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR a• DUCTILE IRON CATE VALE �� l� Q! 2et 42 I Ta �2_ 70M4 W3a' DUCTILE RON CATE VALVES 6 Fa i 2ae272 J a I 12211 RESTRAIMA,IDINTS /RE REQIARE�D UIRlER PAVERSDEo THE OONgOSTE, ANp THROl1pNEACH ENTRYwAYTO 24'XiB' DUCTILE IRON R ee —Wf 120 Ta TIE PROJECT No WATER PPEUNE3 3NIAL1 eE INSTALLED UNDER CURBS OR sIDEwALKe rsv N.,. �� 15Xa' DUCTILE RON aftltrro i EA 264 n •—�'�_ • {who _ �— • M 2! i wF IL NO WATER SERVICE LINES OR METER ISM SNN,L BE MBrALLED IN DRIVEWAYS 12W DUCTILE IRON REDUCER i EA. � � "S � a � / J � � � aa��lso • 1R THESEFLAFgMAYeEeIAlJECTTDREVRMYANDUOIIIIEI7SIONeYCVYy0IF00H■TRUCnatNI41eMOT3TARfEDwtT■t 12X6 OUCTTLE IRON 1 EA I Zee 270 as 7 I ■ ( 10 tt II " I 1S 12 MONTHS FROM DATE OF APPROVALAS SNOWN IN CVWO DMWM APPROVALBLOCKS. B'X12' DUCTILE MIN �( zas \ Ise 17. CONTRACTbRSMKLCALLtIDEROROlJ1�SERMIIKERTil1M)AT1a0e122J1SSATlEASr1WOwORKMODAYS �. � 134 131 , _ PRIOR TO START' OF CONSTRUCTION AND BXe' DUCiRE MIN 4 EA tea tea se ee 137 /32 ' ; PROVIDE THE CVWD INSPECTOR THE USA MJL6ER PRIOR TO N7NCAVATKx 1B'X4S DUCTILE RON BENo 1 EA. 252 1 at ae i 3e934 33 iow DUcru IRON BEND 1 EA. eat � COMMI taTY � 1 � ue 13a t4D ut 142 HIS ,� I 127Xt1 t/r DUCTLE IRON BEND W fJ1 RECREATION so ffie DonN.lkw,a►O.Mrr 12 X22 1/Z DUCTILE IRON BEND 14 EA rc LOT 'AW . AND RETENTION so 02 e3 1' ea , RIP eA3N $ T � i . NoM Fkn�TnSNd 12X4a DUCTILE IRON BEND 18 EA ( �wAr LOT Ar 233 D t7a so SXtt'/r OUCiILE IRON ENDy EA. / �R' SHEETS E14 >tw m 202 ern = ISO m 1 164 163 162 - 8X22 /7 DUCTILE PON • Ell 1 T 167 AOA . �< BXW DUCiIE IRON BEND i EA. HID I OT'AO' " 8X43` DUCTILE IRON BEND t7 EA a SIP 2f0 " 2D0 N 11ea to 1» 1e3 %4 1' WATER SERVICE W/ 3/4' METER 154 E'A no 14e !N a' WET BARREL FIRE MTDRANT AM, �23e � m m 204 >p 93 tee tee go i o In ISOENCL. GATE VALVE it TEE R4 EA / - 220 go wa +B• BLOW-CFF AS57 B EA. I 248 22e 20a Na W4 1e7 153 Aa ISO IN IN 14e 147 I STATIC PRESSURE _ 28 PSI . 241 236 WATER MAIN MATERIAL RATED 2M P31 wA 2N 20 245 244 43 242 240 "0 173 fr2 O1 170 lea lee le7 232 228 22a 2!4 223 222222�20a W7.. f 20e_I 1B7 10a 105 tae 11a 164 fro f NOTE TO CONTRACTOR QUANTITY ESTIMATE � + 1-•-1-. � N. � FOR PEROTHER MIT FIGURES. ALL SUMI . ITSHAHA�LL BE THEE CONTRACTOREARTHWORKS URESSPPOONSIBILITYPTO PPWAARERY �HIS OOWWN QUUNiTI�iY WA CONSUUIIO, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED OUNNTITIES ON THESE PLANS ESTIMATE FOR cONS'iRUCTTON OR cast PURPosEs. MSA CaNsuLTINo, INC. SHALL NOT BE RESPONSIBLE FOR ANY , CONSTRUCTION PHASE 1 INDEX MAP DEVIATIONS BETWEEN ESTIMATED GUANMES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 0' 300' Roo OOP' 1 UTILITIES ABBREVIATIONS WATER COACHELLA VALLEY WATER DISTRICT (7001 30S-2WJ1 EAST a ` MV., fASEUETR SCALE 1•. • S" COACHEUA VALLEY WATER DISTRICT (700) 30e-2031 Ou� FEN EXISTING 1� WOW EECiRNC IMPERIAL IRRICATKIN DISTRICT (700) 300—a420 WEST GB GRACE BREAK TL THE GAS COMPANY (900) 335-7772 NORTHEAST GV .GATE VALVE VERIZON (7e0) 864-1715 NORTHWEST NZ HORIZONTAL CABLE T.V. TIME WARNER CABLE (760) e74-3472 SOUTHEAST III ENVERT LEY IRRIGATION COACFELLA VALWATER DISTRICT (760) 39e-2651 SOUTHWEST LINE VACUUMAM lAL L USA UNDEI2tOUND SERVICE ALERT (a00) 227-2600 Be BEGINNING Or CURVE ALIH• MANHOLE FEET i ^ NOTE TO CONTRACTOR' EXISTING UTILITIES Bat BEGIN CURVE RETURN N.T.TL OT TO CALF N ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. BO BLOW -OFF PA PROPERTY LINE KEN WHILE DUE CARE WAS TAIN THE PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC.NCCAN NOT AND BV BUTTERFLY VALVE PCC POINT OF COMPOUND CURVE - DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATION OF EXISTING co CURVE POC POINT ON CURVE UNDERGROUND UTILITIES IS SHOWN N AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE C/L CENTERLINE PRC POINT OF REVERSE CURVE EXACT LOCATION OF ALL EXISTING URLTRES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE MY CA CURB AND Glum PROP. PROPOSED - RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE EXAMY AND C.B. CATCH RAN PUE PUBLIC UTILITY EASEMENT ^ PRESERVE ANY AND ALL UNDERGROUND UTILMES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF CO CLEAN OUT RI RIGHT OF WAY EXISTING UTILITIES PRIOR TO CONSTRICTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE OEFL. DEFLECTION SERVICE -SEWER SIDEWALK EVENT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND DURING CONSTRUCTION AT UNEXPECTED DI DUCTILE IRON SWR SEWER c ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE MSA DI DRAWING 1MN TOP OF MANHOLE QKW.D. DRAWING AF'PROV CONSULTING, INC. WILL MAKE ANY REQUIRED DESIGN CHANGES NO THE CONTRACTOR AGREES TO COMPLETE ALL DWO DRAWING TMH TYPICAL WORK INCLUDING REPAIRS REQUIRED IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES ib PURSUE H� 3 OIUCDMI THE COMPLETION OF SAID WORK ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SWILL BE EA. EACH VCP , ViTRIFED CLAY PIPE MSA C SMALL NOT THE COWON 03 DEC 06 "LIGHT TO THE ATTENTION OF WA CONSULTING, NC. NTRACTOR IFY CONSULTING, INC. EC END OF CURVE VERT VERTICAL PRIM TO POTHIOLINC. IF NECESSARY, MSA CONSULTING, INC. SWILL REM THE PLANS. THE CONTRACTOR SHALL ECR END CURB RETURN WB WET BARREN : ; BECK CONSTRUCTION AFTER REVISIONS ARE APPROVED. EP EDGE OF PAVEMENT WM WATER O R ob DigiSafely 34582 i DIG ALERT DIAL TOLL FREE r ' BASIS OF BEARING1-800-227-2600 NOTE TO CONTRACTOR- SITE CONDITIONS C438 Ekv. 0-30-07 AT LEAST TWO DAYS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOBSITE COMMON THE BASIS OF BEARING FOR THIS SURVEY a DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING; THE SAFETY OF ALL PERSONS AND BEFORE YOU DIGDURING AISi,SOREIVCRLES TO DEFEND, INDEMNIFY AND AND 01D"NTrHEMow�NER AND MSA NORMAL, MISA NSI,LTNG Nc HARMLESS ? ®cNlpyrtpp(11 Zoos THE ��Yr C I r T �' ! THE EASTERLTOWNSHIP 6 Y SOUSTH, RANGEi4 � FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS Y LII Consultf, OneFEAST, S.B.M., AS ESTABLISHED PER CORS UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFOFV4A PRH> IECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR NSA CONSULTING, INC. RlOhb Rss4nved STATIONS WIDC AD COED TAKEN AS: N OZOS38• W (NAD W CA ZONE a DATUM). NO. REVISIONS APPRouED DATE MSA CoNsuum, iNc BENCH INDIO BM a89 ELEV.SOW 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.CS NO. DESIGN BY APPROVED BY CITY 0 LA QUIN A MARK � CITY' OF LA QUINTA CALIFORNIA MAII�MO, SMITH & AmmanING LOCATION LG 43880 SHEET R.R. SPIKE IN P/P AT NORTHWESIT CDR. AVE. 50 AND SIGNATURE DRAWN BY N P[ANND40 ■ CLvm EeKTDNETfltIHa ■ LARD Suitvm NO MONROE STREET. (NVGD 29. 5ODDD' ADDED Tn MANTAM GRIFFIN RANCH -TRACT NO. 32579 CONSTRUCTION PHAS JULIAN A. DE LA TORRE DATE JRN KS 34200 BOB HNOPB Dun ■ RAtIC80 MDtAN ■ G 9M70 PosEnvE ELEVATIONS TIMOTHY R. JONASSON, P.E.DATE CONSTRUCTION PHASE 1 y/„% N;HEGK BY PUBLIC WORKS/CITYENGINEER WATER IMPROVEMENT PLAN 12 ■ ' BSK R.C.E. 45M EXPIRES 12/31/06 PORTIONS OF NORTH ONE HALF OF SECTION 1% TOWNSHIP a SOUTH. RANGE 7 EAST, S.B.M. SHEETS 34582 .