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505.1c ZTE. ,With proper validation this form constitutes an encroachment permit J, CITY. OF 'LA- QU.I NTA- APPLICATION FOR' PERMIT' 4 PUBLIC, WORKS. CONSTRUCTION (ENCROACHMENT) .4 1 OF For the• construction. of 'public orprivate curbs, 'driveways, pavements, sidewalks, parkir�g !ots,•,se%A;ers, water, mains. and other lile6, public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improv I ement Permit — Class III 4�' DATE: Jan. 11, 1990 Minor lt�`Provernent Permit Class IV 1 4 , I I It I I LOCATION OF CONSTRUCTION lwaihinq�'t�oh Street between FrediWaring.and 'Miles Avenue at Entry-to,Trac't*23971—I (Street address or Description of Location) j 1% PURPOSE OF CONSTRUCTION (7 mipe-i- 'nri)j i-(-j- water - Sketch (attach construction plans if appropriate)- T4;; q _line +n main in -hi CTfrin-DESCRIPTION OF CONSTRUCTION i�qtal i-, tnp� and wAtp-r iln,e in�* PJ3 A Q45 A!- of Tmi)rnvPTnf:�nf--,' TiZ DIMENSION OF'I,NSTAL'LATION &R'REM.oOVAL, anr;_rn3c - Ll 12 'widthh nf rnaa; 4pp�ny.- 10 i- ln'cith-, f rOAdwav 4. SIZE OF EXCAVATION, IF NEEDED ann (itnT)th APPROXIMATE TIMEWHEN WORK WILL:BEGIN .,Tan:' A t PPR'O'XIMAf'E'TIME 0 1 F COMPLETION h2hL 1,- 1990 . .1 1 - . I - I - " 1 .1 .1 1 A lt 1., 1. , o A,, ESTIMATED CONSTRUCTION COST$ 2.1.900-00 n clu&ng"removal-of all obstruction, materials, and debris, bac'kfilliri6, com- or c' permanent resurfacing and/or. r rking improvements) pacti and placing replacing. In' consideration- of the granting of thisopeirmit, the applicant h6ieby` agrees to: Indemnify, defend and save the City,,its authorizedr agents, officers, representatives employees, harmless from and against any and all d f* m piersons or'property penaltiesNiabilities or loss res6lting�from claims or court action an arising out o any accident, loss or 6�� age to . �, . i 1. 41 happening or occurring as a proximate result of any work4undertaken under the permit granted pursuant to'this application: Notify the Administrative Authority at least twenty-four (24) hours in aclvance'of the time''whent 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 Quintsoancl,tb 1payjor any additional replacement, necessary as the result of this -work. V� Applicant or Agerit Signature of App I —P_ ane Homes/La '4 Ouinta Limited' PaIrtrrsh T� 15 Aucisti Dr.-R Rancho', -CA Name of Applicart (pleaie print) .' • . I - Business Address % . Telephone21-7312 3,No. . ­905 Coach ii�, ones Brosi, PO Box, 'e 4CA 92236 298-5536 Name of Contractor and Job Foreman Business'Address T61ephon6 No. 172092- 15� Contra &or's'Li 6e nse No!. City. Business License No. k, gcjjbbtd'a1e Ins Co GL S,302 765r. - Applicant's Insurance Company Pol icy, N umber L FEES: �Subdivision Improvement Permit — Clas's III 'Public improvements: 3% of estima ted construction costs Private improvements: 3% of estimated construction costs: Minor"Improvem6nt Permit — Clais'IV: See aitached schedule $.N lnspeation,Fee' PERMIT VALIDATION,* 'Permit Fee PERMIT NO: 505' . I . .1 . Pehalty Cash Deposit Surety Bond DATE APPROVED Ii r if 3/31/90 required EXPIRATION DATE 705.00 TOTAL: A 4, DATE ISSUED 1419: n Receipt No:, Rec6ived by Dateby '_��4,clministrative Authority Recorded by TELEPHONE: (619) 246 0 4, A 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 DATE Jan. 11, 1990 Subdivision Improvement Permit —Class I II Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION �Pazhington Street between Fred ZJar<nc7 and Miles Avenue at Entry to `bract. 23971-1 (Street address or Description of Location) PURPOSE OF CONSTRUCTION r!ornpe-i- Sketch (attach construction plans if appropriate) 1_ i nr, to in Wa Rlr i nrrt-nn DESCRIPTION OF CONSTRUCTIONinsa#-a1 1 #-ram, irr] ural-cjr line in 'p}r;:�,4r+ 1.7y of Ttlal-elr TTnnrrn-%rrAmPnt F., IPP DIMENSION OF INSTALLATION OR REMOVAL ar)nro'�r- 1 /9 t,:irdth of road t anrrnx. ICI lPnri,11-b of ro�ris�r �i SIZE OF EXCAVATION, IF NEEDED c)n`�roox 9;g e�x?► r APPROXIMATE TIME WHEN WORK WILL BEGIN Tan. 91. 1 220 APPROXIMATE TIME OF COMPLETION 1a Ph. 7 � 1 9(hD ESTIMATED CONSTRUCTION COST $ 21 , un - DD (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 heireby 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 kDeane Homey/La Cuinta Limited Partner3hin 15 Aucfusta Dr. Rancho gIiracte. CA Name of Applicant (please print) Business Address Telephone No. 321-7312 Jones Bros. PO Box 905 Coachella, CA 92236 298-5536 Name of Contractor and Job Foreman Business Address Telephone No. 172092 Contractor's License No. 153 City Business License No. Scbbbtdale Ins. Co. GLS 302765 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 cosi`sNT 4, Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ II PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by 705.00 $ 705.00 Date PERMIT NO. SCS DATE APPROVED I /1 r, /tt,n EXPIRATION DATE 3/31/90 DATE ISSUEDBy g Administrative Authority TELEPHONE: (619) 564-2246 The7folldwing General and Special Provisions are attached -to and made a part.of Permit No. t f GENERAL PROVISIONS s The following shall always apply: ,, + ENCROACHMENT 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 shall be the responsibility of the permittee (or 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 surfaceunless fittedwithsmooth-faced street pads. All mechanical outriggers shall befittedwithrubber street shoestoprotect ^ 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 " , t thafthese portions of road be resurfaced over their entire width. Resurfacing shall consist of one. coat of two inches (2") of A.C. i surfacing plus appropriate seal coat specified above. +• . as or ^4 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 Hrs. in advance of any traffic detours or delineations. CAREOFDRAINAGE 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 1 immediately after backfill.F t DE -WATER OPERATIONS: If de -watering operations a're 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 bythe permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. * y - SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: , t R1 NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than S t shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be @posted prior to commencement of any work on this project . UTILITYCLEARANCE:(Substructures) Prior to making any excavationwithinthe City ofLaQuinta right ofwayauthorized ' 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. R4 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 notifyall concerned utility companies of the proposed work. R5 PAVEM ENf WIDENING: 'Area between the proposed concrete gutter line and the existing road pavement shall be r 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. I R6 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 (11,,, t . •� R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter construction. R8 GRADE CHECKING: City ofLa Qu i nta shall check grades upoA receipt of plan and PFOfile and/or grades as established by a licensed engineer. A R9 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. R10 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 i aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS: A inch diameter ( )culvert shall be installed with the invert approximately 1-1 /2 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. t R12 .SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfacedIshall be Created with soil sterilizer., Rate of application shall complywith the `/ manufacturer's specifications. t • . • i J . / R14 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or t 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. i 15 URVEY 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 be 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 of replacement of all survey monuments for proper project clearance. RD-31 _ R16 E Y MONUMENTS: Prior to excavation or beginning of cons m, all survey monuments shall be tied out by City of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved. R17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement►. Excavation material shall be placed in such a position as to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R1 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feetof opentrench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays forthe protection of the traveling public. The Public Works inspector shall determinethe 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. R20)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. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan three feet (3')and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. R22 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') liftswhere trenches areof excessive depths. Care isto 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 isthe 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. R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervalsof not more than 1,000 L 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. R24 OMPACTION 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 andfiled prior to making permanent repairs. Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State f California, dated January 1973. R25 EMPORARY 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 er a maximum of 3,000lineal feetof trench has been excavated and backfill operations completed, but in nocase shall th placement of the temporary pavement exceed a five (5) day limit. R26 RMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consisting of two inches (2") of SC shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be laced no later than days after completion of temporary road repair. /��"_y�� R27 PAVEMENT REPAIR: F.A.S.:Upo cri ompletibno backfi and compaction, a temporary patch consisting of two inches (2") of cold mix paving (SC-800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R28 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. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R31 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 removed 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 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. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. ADDITION ---- ENCROACHMENT.PERMIT NO.505---=CONDITIONS 4,- . R33 Survey monuments shall•be rotected in- lace or P P re-established pursuant to'City standards and the State of 'California Land -Surveyor's Act. '. R34 Work shall be coordinated with theaCity of ha Quintals " forces, -,.to preclude =delay .or interference with the• City. of 'La +� '.Quintals projects. R35 .Contractor,shall comply with the'local• noise ordinance and Nconstruction operations and maintenance'of.equipment within one half" mile'.of.human•occupancy shall be performed only during the time periods as follows: " ,.October -1st to April'30: Monday -Friday 7:00a.m.-5:30p.m.• Saturday. `•8:00a.m.-5:OOp.m.' May,lst;to September.'30: Monday -Friday 6:OOa.m.-7:00p.m., - Saturday., 8:'00a.m:-5:00p'.m. Work"shall be prIiibited.anytim' on Sunday and'Federal holiday. ' R36 - ' Traffic • control shall, be as; per 'Cal Trans Traffic Manual. Field adjustments in detouring shall be'-accomplished.as directed in order.to adjust to actual field•.conditions. It ­ shall be the contractor's'responsibility-to adequately .,-,barricade and detour this site. R37 .' • All excavation -at or -near the .travel way..shall ,be backfilled at,the end of'the work day, for the protection of 'the ' traveling public. R38 Street closures shall"not be allowed -at any time. R39' A minimum -of one travel lane shall"be maintained at all ; ' times with flagmen during working hours. R40 All work `to be performed -within, -the existing ,paved section - shall be temporary paved and•maintained''by,the:.Permittee,' permanent pavement shall be placed no later than 15.days•4 1 after completion of . the temporary, ` road repair. f 'R41 Ingress•.'and egress for local_ properties shall'be maintained - at all times. R42 -Prior to work .starting, Underground'Service Alert shall'•be contacted at 1-800-422-4133'and an".."inquiry number" shall -be provided to the City Public Works Inspector.,': R43, Pavement"shall be sawcut prior,to removal. R44 All• backfill •subgrade soil shall':be compacted to nothing". less than 90% relative dry density, all backfill soil within' the top 2' of finish,pavement surface shall be compacted to, nothing less than' 95%, relative' dry density, all base material,shall be compacted -to nothing less than 95% relative dry density.. R45 Replacement pavement. sections••"shall.be 4" AC over 811:Class s • II aggregate base,on Washington Street. '- NOTE: With proper validation r this form constitutes an CITY OF LA O.UINTA 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 �l �9 90 Subdivision Improvement Permit - Class III DATE: -- anuo Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION V//45&/n(6770AJ S7 , 66T. ' FeCO Y 4,f fIAJC� Ahll� tlILGS 4VEAJU6 +7 6y72y 72 7 23971-� (Street address or Description of Location) PURPOSE OF CONSTRUCTION (20AIAI 7 V`OZOrJ�G7 Sketch (attach construction plans if appropriate) JAJA;7t1Z LINE VZ) MA/n/ ln/ W/+S/fiitiCZoAj I DESCRIPTION OF CONSTRUCTION /NM1//14-: - t C7 ANli Wff-7E2 L1/vE /n/ flf6SC I /a- Of= VV,4Teie_ 1M/,12QVZ_ n- c=n/rs T2 7 Z3�LZl —/ DIMENSION OF INSTALLATION OR REMOVAL &'P,'0x ��Z LvicGr�/ /OQGP A r, X 10 /.Pvr r� fh Uf ✓Ocv:{&j= . SIZE OF EXCAVATION, IF NEEDED d-lzi 5/ R1=PT0 s. APPROXIMATE TIME WHEN WORK WILL BEGIN A-Aj 1190 APPROXIMATE TIME OF COMPLETION 22F8 7 1990 ESTIMATED CONSTRUCTION COST $ 23500— (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 properiy 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 Quints and to pay for any additional replacement necessary as the result of this work. Signal1 ure of Applicant or Agent 9ZZ70 LIq au,IV7 IS f71.lGu57A r�/2 �flNcctO %�//l�'aE Cf} �ZI — 73/Z Name of Applicant (please print) Business Address Telephone No. (kwe,' Lips_ &X 90S c45- 7 Azle 52 602C&J& 64 92Z3G 298-553b Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. u sQ/ ln.l i i�cl Cr �L S 30 2 76 S 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 $ 11 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL:. Receipt No Received by Recorded by Date N° PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE T DATE ISSUED By Administrative Authority TELEPHONE: (619) 564-2246 Rv��m©®m®®©a©a©mmo®�o�om , ® Ca ©O,` �B© �QO®A©voo®oov�0ce C,® ©®� ®®4��®r i>•E� © o 1 O ©Rol r N0. 1- 2. 3. DESCRIPTION 12" DUCTILE rRON PIPE 8" DUCTILE IROM PIPE '18" X 12" TEE CML/CMC OR D.L. UNIT L.F L.F. EA. QUANTITY 255 18 7 U NO. 161. UANTM E5 DESCRIPTION 12" X,G" REDUCER all A60" I UNIT E,q QUANTITY I. 4. 12"X8" 'TEE CMLICMC oR'. D,z. .. EA. I I4. �" F.N. A55Y, G F.3.0. ASSY 4" ra,. 20. EA. �o. -7. 8" PLUS 4 12 " X Co "-TEE E4.; Ia j. �+ 10. 12" G.V . 'EA. EA. 2 3 V B4 . ►E" F "LUG EA 11• g •+ G V. - EA. 14 MILES VEN E _ ,Mco� Mn. No. i N O SCALE,.ems_ . - t T ANCE _ oErutr WEER P.C.E. No. + ; + ` Approval q MAMA - CHIEF � ENGINE .. 20 i ER b' A e aNs ; FO PRI A i ,,.,0DATE V TE ENGINEE _ i w , 4.5 _ R!✓V C7 ..>. c, 5E PROJ .. -�. •�... r Mti? 5 +� T Q'tY E 71.MtS : cr NOTICE TO CONTRACTOR ' R ,y �. 1 I THE EXISTENCE AND LOCATION .. OF ANY UNDERGROUND C U ll TILIT Y PIPES OR STRUCTURES UCTURES SHOWN ON THESE c�$ w ESE PLANS ARE 8_ S R - � O OBTAINED E E R12 W � AINE � A D B W E _ _ ! BY T2 , ARCH � OF THE O > AVAIL ABLE ,. LE 4 C RECORDS 1 t A 4 L M W TO THE BES T OF OUR KNOWLEDGE THERE ARE NO to BENCIi i94iaC Ex _ 2 Pn-3 iw ►� �-- � JAN 1 199 r EXISTING UTILITIES EXCEPT AS SHOWN - -. 0 > WN ON THIS MAP. .: ,. �n 36 t o. .5 1!'D=FS is SO[lliiF12L1C AL[lclG t4�SEiIrXTICN S`IItE>:T Fl�i THE Il`rI�SDCI'ICI!T :OF TYPI Ex ( FIASf�JGICN SIIiEET ..� __ NTEMOR AND 44Tx „� . r --- AVENUE TO TEIE n�crloN of N o D OM �� 9 � ES T I C �;IVAT R THE STtZEET SECTto � SYSTEM CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY pip �� AVEt�JE. , . 118.9 FEET 9QTII�STEt� Fl�IM A N. & .. T. CN THE ._ MEASURES TO PROTECT THE .UTILITY .LINES SHOWN AND SCALE � . SIl3E OF P.P. #901259-D 50.0 FEET s+ � \�. 2� A EASTERLY CM 1!JaLS C I p ANY ..OTHER .LINES NOT OF RECORD OR NOT SHOWN _ - VENUE FfiLM R.R. , . ON sPlc. , 50. o FEET No��u3t ON ��rrr 9 j � - _ S'�.T FFtCM A E �- r.. THIS DRAWING. WING. R.R.R_RSPR. 4 FTRACT N0. 2 3 q `1 I I hNA►sE , . 9.25 FEET SO�I'ERLY FROM A N. & T. ON THE I A WESTERLY SII� OF P.P. 9656 „ �9 -D 'FD . , 1 IIiCN PIPE WITfi QD ' TIN HE CITY 0 F L QUIN ,. DATE. A Y DDCEr'IDEtt 1963 A , EfT.VATIQN , _ 116. 584 A PORTION' 0 E t F T la SOUTH /2 OF THE NO , RTNEAST /4 OF SEC. 1q ?.55. E N0. GATE REVISION , R 1 ., S.B.B. M. _ U ti nda round Se rvice Alar r9 t , - Con IGNED BY Contractor agrees that he shall a • • - ssu Q, me "sole and complete responsibility for job - .. P P y � , . 'ENGINEERING SHEET GINEERING SERVICE L o APPROVED VICE CORPORATIO sltc conditions during the course of construction of this Pr � OVEO 8Y � Project, lncludingsafct 'of all �«.T��� FREE. - I CONSULTANTS N CIVIL EN 1 . k `persons apd property; that this requirement shall apply continuously an O G NEERING i LAND PLANNING • PP Y d not be hm- y _ P.E. CO U NT OF - V ; ' � RIVERSIDE DE , Ited to normal working hours; and that the Contractor shall PARTMENT OF FIRE defend, indemnify and :_ .. - � hold the Owner . . r 800 _ OF and the En as PROT EC4 0 i 74 3 N 303 H IGH A ; W Y 1 n II SU T ' E A eer harmless from any and all liability, or alleged, _ in conne ction with 2 PALM DESERT A F th C LI O�NI A g .. , .. a per of Work this P 4�� 9 ', ro cct excepting for liability 4�33 260 � <• arlsm from the sol 1, P g Y _ _ P. M. ..r 1 g e nc �1 en TEI.EPH N ce of .the Ow .. _ 0 � (619 'S68 1 c ) 599T g g ner or the En Engineer. , g < r � . SHEETS .. TNU NORI►1\(. I/Alti 1140Rt. llll DIG A0 P-,ae'l 42zv t, TE MARSHAL ENGINEER R.C.E. 5548Co 0 FILE NO., DATE 2223 4 t