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7134
See below for Finance Revenue Codes 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:JuIy 2, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Andalusia TM 31681-2; 59-000 Marbella PURPOSE OF CONSTRUCTION: On -Site. Improvements - Precise Grading, Storm Drain, and Utilities for Swimming & Tennis Facilities DESCRIPTION OF CONSTRUCTION: PSN 05206 DIMENSION OFINSTALLATION OR REMOVAL: PSN 05206 APPROXIMATE TIME WHEN WORK WILL BEGIN:June 25, 2007 TIME OF COMPLETION:July 31, 2007 ESTIMATED CONSTRUCTION COST: $914,490 (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 applica rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. T.D. Desert Development - Nolan Sparks P.O. Box 1716, La Quinta, CA 92247 (760) 777-1776 Name of Applicant (please print) Business Address Telephone No. Granite Construction Co 38000 Monroe St, Indio, CA 92201 (760) 775-7500 Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. Applicant's Insurance Company FEES: Subdivision Improvement Permit - Minor Improvement Permit - Class IV 501 City Business License No. Number III 02�'O blic improvements: 3% of estimated construction costs \�p `S? to improvements: 3% of estimated construction costs ��q_ See attached schedule Finance Revenue Code Inspection Fee E_1 Permit Fee E-1 As -Built Deposit EE=A Cash Deposit -Surety Bond, E_B if required TOTAL $ 27,435 $100 $1,000 $0 $28,535 PERMIT NO.% 1 34 DATE APPROVED: J01V S, 2007 EXPIRATI N DATE: `/UT� i O Of BY: . Administrative Authority Q T4hf 4 4a�rw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No:3l(PB j—Z Project Name: A NoAt,utcR e Cot t Vicinity:,!C9oo0 ,0,-"tt_c4- Purpose of Constn%ction (Ex: Rough Grading, Offsite Street etc.) f "�4,L.V",U C. Co 7- Description of Construction (Ex: See Plan Set No. 01234) ff psN os2 Dimension of Installation or Removal: Silr,� ?5n/ o fxo _rAA jL Approximate Construction Start Date: oG i s o 7 Approximate Construction Completion Date: o 0 3/ 7 Estimated Construction Cost: $ = 9/ y, y O Estimated Constnrction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent, resurfacing and or replacing •improvements Contact Name: p t_.r,/ . Si1.t tXS Phone Number: 77 7—/774 Name of Applicant/Owner: i'O Ossf�T/JfrJtico/�i��.►�r Applicant Address: Qo g / 71e, e. S z Z V7 Applicant Telephone Number: 74.o 777 / 776 Name of Contractor: 'Lo Contractor Address: ?) # 000 Contractor Telephone Number: '7'7r 7 <--o O Contractor State License Number: e 8 9 Contractor City Business License Number: o L ro / ► A COPY Or TIIE CURRENT INSURANCE CERTITICATF MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company: A/At. t_4; Fo2I-CC_ ,ee'/�'� Applicant or Contractor General Liability Insurance Policy Number: 7o $5_9077_7 Office Use Only: Inspection Fee: Permit Fee: Y As -Built Deposit: / DD D Dust Control Deposit: Credit �-Z G $ 3 -,Amount- -D / -..- TOTAL FEE DUE: Office Use Only: Assigned Permit Number: 7 / 3 4 Approval Date: 1 Expiration Date: Issue Date: --Administ ative•Authority - `200/> 4®R �8 ! " t r ' SUDGE:EPR2POSAL i T S SERT DEVIL PMFNT HOLAN SPARKS JUNE ANPALUSIA - SWIM & TENNIS 1. CONCRETE BOLLARCS 3 EA 0 750.00 = 2260.00 183088.75 2, 3" A/C OVER 4.5" BASE 56335 SF 4160 SF 03.25 0 = 4,00 = 16840.00 3, 4" CONCRETE WALK & CART WAY 7074 Sr- 0 a.00 = .00 4. 6" CONCRETE 6, 4^ DECORATIVE CONCRETE 68791 SF 0 7.00 ■ . 4816371537.00 900.00 6. STRIPING & SIGNAGE 1 LS 123 LF a ® 900.00 = 12.00 = 1476.00 7. 6" A/C DIKE 452 LF 0 21.00 = 8492.00 8.3' RIBBON GUTTER 4 EA � 300,00 = 1200,00 9.24 X 24 CATCH BASIN 300 EA t� 26.00 ■ 8400.00 10. NDS DURA DRAIN 1950 LF (9. 20.00 . 39000.00 11. CURB 1. W CURB &GUTTER 851 LF 0 22.00 = 18722,00 3846 LF 0 14.00 = 53844.00 1 3, 4" PVC 856 LF0 15.00 = 12840.00 1" PVC 300 LF 0 44.00 0 13200.00 16. 12" CPP 230 LF 0 48,00 = 11040.00 16. 1" CPP 120 LF @ 62.00 ■ 6240.06 17. 24" CPP 18. 9 X 9 CATCH BASIN 63 EA 0 150100 = = 9470.00 230,00 19, 8" SPEE-D BASIN 158 EA Iles SF 0 0. 15.00 8.00 = 9504.00 20. CONCRETE DRIVEWAY 21 STEEL CATCH BASIN STROM FILTER 1 FA 0 5000,00 = 5000.00 TOTAL S 914,489.76 NOT TO EXCEED STIPULATIONS: A, OUR BID EXCLUDES - PERMITS, TESTING, STAKING, ENGINEERING, INSPECTION FEES, COSST. WATER COSTS, SEAL COATING, IRRIGATION CAPPING. S. PRICE MAY BE REVISED UPON RECEIPT'OF APPROVED PLANS. C. PRICE EFFECTIVE THROUGH 12/30/07, WITH THE EXCEPTION OF THE ASPHALT, AND PIPE MATERIAL PRICES MAY BE ADJUSTED IF INCREASED BY SUPPLIER. D. PRICE BASED ON GRADE TO 6E +/- 0.1' PRIOR TO START OF GRANITES WORK. Page 1 of 1 Sewhern California Region 3WW Monroe SL Indio, CA 92M Phone 79W-?&;7600 FAX 7W/f "227 ZOO/Z002 1N3NdO13R30 183S30 01 99Z8b9909Z xvi cg�ZL ZOOZ/ZO/Z0 i La Gl�' OAS OF f FACSIMILE TRANSMITTAL TO: Nolan Sparks FROM: Amy Yu, Assistant Eng. II DATE: . July 2, 2007 EMAIL: ayuC@la-guinta.org COMMENTS: FAX NO: (760)564-8124 FAX NO. (760) 777-7155 PAGE 1 OF 2 11 Please revise .cost estimate to include all construction items with corresponding quantities as shown on PSN 05206 (see attached sheet). Items 12, 25, 26 can be omitted. If you did not receive all pages of this document, please call (760) 777-7075. MAILING ADDRESS: P.O. BOX 1504, LA QUINTA, CA 92247-1504 T:\STAFF\Yu\Correspondence Templates\FAXCOM 2006.doc CONSTRUCTION NOTES: QUANTITIES: 10 CONSTRUCT CONCRETE END OF CURB PER DETAIL SHEET 6. 3O CONSTRUCT 4" CONCRETE BOLLARD (TYPE V 4,500 PSI) (SEE DETAIL SHEET 6). 3 EA 4 INSTALL 3" A.C. PAVEMENT OVER 4.5" CRUSHED AGGREGATE BASE. 56,335 SF O CONSTRUCT 4" (TYPE V 4,500 PSI) CONCRETE WALKWAY / CART ACCESS PATH PER CITY OF LA QUINTA STD. NO. 245. (DETAILS, ELEVATION, AND FINISH 4,160 SF PER SEPARATE PLAN AND PERMIT). SEE PROJECT NOTE). O6 CONSTRUCT 6" CONCRETE (TYPE V 4,500 PSI) PAVING (COLOR AND FINISH 7,074 SF PER SEPARATE PLAN AND PERMIT). O INSTALL 4" DECORATIVE CONCRETE (TYPE V 4,500 PSI) PAVING (COLOR AND 68,791 SF FINISH PER SEPARATE PLAN AND PERMIT). O INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING. SEE SIGNING & STRIPING 1,062 LF NOTES, AND SHEET 6 FOR DETAIL. 9 INSTALL ACCESSIBILITY TOW -AWAY SIGN AT DRIVEWAY PARKING ENTRANCE PER CBC 1129B.5 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE,.TOWED, VEHICLES MAY BE RECLAIMED AT 84255 CABAZON RD, INDIO OR BY TELEPHONING (760) 347-5068 OR LA QUINTA P. D. (760) 771-3220. 4 EA 10 INSTALL HANDICAPPED PARKING STALL & VAN ACCESSIBLE PARKING STALL SIGNS (SIGNS SHALL COMPLY WITH SECTION 11298.5 OF THE CALIFORNIA BUILDING CODE). SEE SHEET 6 FOR DETAIL. 10 EA 11 TEMPORARY 6" A.C. DIKE 123 LF 12 BLOCK WALL PER ELEVATIONS SHOWN ON PLANS. CONSTRUCTED PER ARCHITECURAL PLAN AND PERMIT. 13 CONSTRUCT 3' RIBBON (TYPE V 4,500 PSI) GUTTER PER DETAIL ON SHEET 6. 452 LF 14 INSTALL BROOKS 24" X 24" CATCH BASIN WITH STEEL 4 EA GALVANIZED TRAFFIC GRATE (TRAFFIC RATED)- 4 NDS 600 DURA CHANNEL DRAIN WITH TRAFFIC RATED GRATE OR EQUAL PER SEPARATE PLAN AND PERMIT. 300 EA DECORATIVE WALL CONSTRUCTED PER ARCHITECURAL PLAN AND PERMIT. 26 LANDSCAPE AREA. t2 8 INSTALL 6" CURB PER CITY OF LA QUINTA STD. NO. 210. 1950 LF 9 INSTALL CURB AND GUTTER PER CITY OF LA QUINTA STD NO. 201. 851 LF 31 INSTALL CURB RAMP PER DETAILs ON SHEET 6. 32 4" PVC SCH. 40 DRAINPIPE, 1% MIN. SLOPE 3,846 LF 33 6" PVC SCH. 40 DRAINPIPE, 0.5% MIN. SLOPE 856 LF 34 12" CPP DRAINPIPE, 0.5% MIN. SLOPE 300 LF 35 18" CPP DRAINPIPE, 0.5% MIN. SLOPE 230 LF 36 24" CPP DRAINPIPE, 0.5% MIN. SLOPE 120 LF NDS 9" X 9" CATCH BASIN W/#980 TRAFFIC RATED GRATE 63 EA OR APPROVED EQUAL FOR HARDSCAPE AREAS $ NDS 6" SPEE-D BASIN W/#918B OR #90 PLASTIC GRATE, 158 EA OR APPROVED EQUAL (FOR LANDSCAPE AREAS) 9 CONSTRUCT CONCRETE DRIVEWAY (TYPE V 4,500 PSI) PER CITY OF LA QUINTA STD. NO.225 (DETAILS, ELEVATION AND FINISH PER SEPARATE PLAN AND PERMIT). 1,188 SF ® SINGLE CARTRIDGE STEEL CATCH BASIN STORMFILTER BY STORMWATER 1 EA MANAGEMENT, INC. (800) 548-4667 OR APPROVED EQUAL. SEE DETAIL SHEET 9. PS nl o S 1 D 6 SLAhMjuf.&.,llr f `rWq(5 F-IkCt U irk . CONSTRUCTION NOTES: QUANTITIES: 10 CONSTRUCT CONCRETE END OF CURB PER DETAIL SHEET 6. O3 CONSTRUCT 4" CONCRETE BOLLARD (TYPE V 4,500 PSI) (SEE DETAIL SHEET 6). 3 EA / 4 INSTALL 3" A.C. PAVEMENT OVER 4.5" CRUSHED AGGREGATE BASE. 56,335 SF O CONSTRUCT 4" (TYPE V 4,500 PSI) CONCRETE WALKWAY / CART ACCESS PATH PER CITY OF LA QUINTA STD. NO.245. (DETAILS, ELEVATION, AND FINISH 4,160 SF PPER SEPARATE PLAN AND PERMIT). SEE PROJECT NOTE). O CONSTRUCT 6" CONCRETE (TYPE V 4,500 PSI) PAVING (COLOR AND FINISH 7,074 SF / PER SEPARATE PLAN AND PERMIT) - INSTALL 4" DECORATIVE CONCRETE (TYPE V 4,500 PSI) PAVING (COLOR AND 68,791 SF FINISH PER SEPARATE PLAN AND PERMIT). O INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING. SEE SIGNING & STRIPING 1,062 LF / NOTES, AND SHEET 6 FOR DETAIL. 9 INSTALL ACCESSIBILITY TOW -AWAY SIGN AT DRIVEWAY PARKING ENTRANCE PER CBC 112913.5 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE,. TOWED VEHICLES MAY BE RECLAIMED AT 84255 CABAZON RD, INDIO OR BY TELEPHONING (760) 347-5068 OR LA QUINTA P. D. (760) 771-3220. 4 EA 10 INSTALL HANDICAPPED PARKING STALL & VAN ACCESSIBLE PARKING STALL SIGNS (SIGNS SHALL COMPLY WITH SECTION 11298.5 OF THE CALIFORNIA BUILDING CODE). SEE SHEET 6 FOR DETAIL. 10 EA f, 11 TEMPORARY 6" A.C. DIKE 123 LF i CONSTRUCT 3' RIBBON (TYPE V 4,500 PSI) GUTTER PER DETAIL ON SHEET 6. 452 LF 14 INSTALL BROOKS 24" X 24" CATCH BASIN WITH STEEL 4 EA GALVANIZED TRAFFIC GRATE (TRAFFIC RATED). 4 NDS 600 DURA CHANNEL DRAIN WITH TRAFFIC RATED GRATE OR EQUAL PER SEPARATE PLAN AND PERMIT. 300 EA 113 8 INSTALL 6" CURB PER CITY OF LA QUINTA STD. NO. 210. 19W LF 9 INSTALL CURB AND GUTTER PER CITY OF LA QUINTA STD NO. 201. 851 LF / 31 INSTALL CURB RAMP PER DETAILS ON SHEET 6. 32 4" PVC SCH. 40 DRAINPIPE, 1% MIN. SLOPE 3,946 LF / 33 6" PVC SCH. 40 DRAINPIPE, 0.5% MIN. SLOPE 856 LF 34 12" CPP DRAINPIPE, 0.5% MIN. SLOPE 300 LF 35 18" CPP DRAINPIPE, 0.5% MIN. SLOPE 230 LF / 36 24" CPP DRAINPIPE, 0.5% MIN. SLOPE 120 LF NDS 9" X 9" CATCH BASIN W/#980 TRAFFIC RATED GRATE 63 EA / OR APPROVED EQUAL FOR HARDSCAPE AREAS $ NDS 6" SPEE-D BASIN W/#918B OR #90 PLASTIC GRATE, 158 / OR APPROVED EQUAL (FOR LANDSCAPE AREAS) g CONSTRUCT CONCRETE DRIVEWAY (TYPE V 4,500 PSI) PER CITY OF LA QUINTA STD. NO.225 DETAILS, ELEVATION AND FINISH PER SEPARATE PLAN AND PERMIT). 1,188 SF ® SINGLE CARTRIDGE STEEL CATCH BASIN STORMFILTER BY STORMWATER 1 EA MANAGEMENT, INC. (800) 548-4667 OR APPROVED EQUAL. SEE DETAIL SHEET 9. P S 1\% 05106 S rya-( ram f Tt N/ r S F>AGf r f&-�. v5 VS V5. Y i As'l R Z GRADING NOTES 1. GRADING SIVLL BE IN ADO RDANCE WITH THE ENGINEERED GRADING REOUREW-OF OOTEM AIPM 7, MM BOAS REPORT. NO.OP]OSO1aT-0P]011. PEP- BY: EARTH SYSEM4 SOUTHWEST TELERWRE NO. (BO) 9M-rot 5. (10) NStSBB 2. THE 901LS ENGINEER MDTIE ENGwEEROD OEGW6i SHALL EXERtlSE SXFFCENT SUPERVISORY CONTROL DINING GRApNG TO INSWECOMRLVNCE WTOTTHEPUNS. SPEOFKJITIONB. AND 000E WITHIN MEw PURVIEW. 3. TIE DESIGN CND ENGINEER 3HEL EXERCSE SUFFICIENT COMTRCL WINO ORADINGAND CONSTRUCIDN TO ENSURE COMPLIANCE WITH THE MKS. SPECFICADGHS. AND CODE -W MS -.EMI. I. WING ROUGH GRADING OPERA- AND PRIpi TO CONSTRUCiIONa PERMANENT ORAwADE STRUCTIMES. TLMIDRAIW ORAouGE CONTRC SILL BE PROVDfD TO PREVENT PONaNG WATER AND DAMAGE TO ADJACENT PRWEATY. I. AFTER CIEARwG,E%ITTWG ORCHID SRIALL BE SCARFIED ro A.IHINUMOFFONME ENTIRE SITE OR AS RECOMIMENDED BY ME SOILS REPORT. e. THE WCMUM CUT AD FLL SLOPES SHALL SE 2.1. ]. PADS SNA11 BE CONPACIED TO A MINMUM OF TO%RELATIVE pEICRY PER AS.T.M SPECFIGTON9 ANp ME ABODE NENnoNED SOILS REPORRT. 6. MINIMIIN BUILDING PAD OIUWAGE SHALL M NL. DNA-E SHALL M A M.-a 0.T DEEP AID BE CONSTRUCTED A YItI.IW OF 2 fRON ME TOP M WT OR FILL SLOPES. TE MNWU4 SORE a SWAIJ:95RULL BE OS0 Y 9. ALL FW9 ^ SALE 0E DOIPACTEDTO A YW WUN OF MNFry (pp)PERCFNT OF MAMWM DENSITY AS DEIENMWED BY THE UNIFORM BUILDING CDOE SECTION ro10OR EWNAlFMA9 APPROVED BV THE CRY ENGINEER. HEAD DENSITY SH,EL BE DETERMINED ACCORDANCE WITH ME INFORM BUILDING CODE SECTXN )OD.OR EWNAIENT, AS DETERMINED BY ME CT' ENGINEER. tD ALL STREET SECTIONS ARE TENT -THE MII6WY SECTION 0 r A.Q OVER IS (RUSHED A.B.. AODIIIORIL SON. TESTS) SNAIL BE REWNED AFTER ROUGH GRADING M DETERMINE EXACT SECTION REOWREMENTG, THE CITY ENGINEER SHML APPROVE ME FwK STREET GECTION. t1. ME CT' ENGINEER MILL REVIEW FOR APPRWK ME FlNAL STREET SECTIONS LATER 9UBMRTAL OF F VALUE TESTS FOR ROADYWAY SUBBASE. 12.-TOMS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER O R APWWEDTEsr ADERCYAND SHMLBE sE TESTINF wI ALL LFHL PLACE . TESTING.. PLACEMENT TOPROVDEREPRE9EIRATNETESTW OF KALLFlLL RACED. TESTINGIN AREAS OE A CRfT1V1 NA SAMPLINGS. OF SPECIE EMPNA495HALL BE w ADDITION ro TIE NDIML REPRESENTATIVE SAMPUNG9. IL TE FRUL COMPACIIOM REPORT AID APPTNOVK TRW THE RODS ENGINEER" POLL CONTAIN ME TYPE O FEND TE9TVIG PERFORMED. TAW TEST SMALL BE DEMIFED WTM ME METIDD Cf OBTAINIG ME EMPLACE DENSITY. WHETHFA SAND COTE NI DINE ROD AND SNIPERBERMNOTED FOR EACH TEST. SUF OF TH MAIIMUIMDENSITYDET SSUED SHALL LE PERFORMED To VERIFY ME AGNPACYOF THE MADwM aENsm aRVEs USED RY THE TEND TECHNX:w, M PAVING. WCLUOI G BUT NOT LIMITED TO THE FOLLOW9N0: SEWER. WATER ELECTRIC. GAS 11. THE FINK UDUIYLNE BNCNFILL REPORT FROM TE PROJECTSON. ENGYIEFA SNARL YCUDE AN APRWK STATEMENT TINT THE BACKFKL IS SURABU FOR ME INTENDED USE PE SOCK WALLS ARE NOT PART OF ME GRADING PERMIT. SLDMR FOR SFPARAro BIAIDWi PERMIIT(S) 1].ME WNTRACTOP MRESPONSIBLETOPREVENTSILTCDIRAMINATONOFWT WATER CONTRATMON FACILRES OURMRG CCN3TRUCTDN 6 SUBSEQUENT OANDVENEIlT90Y ME CONTRACTOR. IMYEOMIFLY PRIOR TO F11NA1 ACCEPTANCE OF STORM ORAIHAGE RETEIVTDHANRTRATION fADILREs. ME toNRAcrOR sIHAL1 cDNaLTCT, w T1E PfESENCE OF THE CAL NSEOUNCY A THE Fh WATEE ]EST DE3DRED iO CLENLr OEIIONSIRATE ME FUNCTIONAL AOEOWCY OF THE FACLLlTE9. 1e. THE coNTRALToa sHAL wRovloE vnrD EROSION AID MIST wNTROL MEAsuRES As REQUIRED RY TIE FRIGTTNE OUST CONIRQ PUN APPROVED FOR THIS PPOJECT. 110lly • REFER TO CONSTRUCTION NOTES FOR TYPICAL CONSTRUC11 N DETAILS. • SEE SHEET NO.8 FOR PRECISE GRADING DETAILS A CURVE AND LYE DATA TABLES • SEE ARCVECTURAL RAMS FOR TYPICAL SITE WALL ARID DECORATIVE PAVING. MARS. • SEE ARCHITECTURAL PLANS FOR TYPICAL TREE WELL DETAILS • LANDSCAPFA IGTI N PLANS SMALL BE SUBMITTED TO HEALTH DEPARTMENT` FOR RENEW AND APPROVAL NOTE: ALL TENNIS COURTS SHALL HAVE ASJT WALL HEIGHT WITH A rd FENCE ON TOP. PER SEPARATE RAN AND PERMIT. SBTH AVE. CITY OF LA QUINTA, CALIFORNIA Precise Grading, And Storm Drain Plans TRACT 31681-2 IN SECTION 27, TBS, R7E, SEM ANDALUSIA AT CORAL MOUNTAIN T N PROPOSED IRRIGATION STORM DRAINS I is EXISTING IRRIG710N 70 BE --(\ PRACTICE RDA06 I RANGE y ) { LI STORM CATCH STORM O PROJECT SITE 1764-210 SG b uuir or LSHEET:4 STORM DRAM$ SEE STREET AND STORM DRAIN INFRASTRUCTURE IMPROVEMENT PLANS FOR ANDALUSIA AND MARBELLA CATBASINS - - It _ I C _J JNTURE PARKING. . A N.1I.C. i TNi)FY MAP CASITAS N.I.0 APPROVED FOR P!®QTIM PLM= Alm YOX= QDIWUA= GENERAL NOTES EARTHWORK VOLUMES: i� 7 / •~ 1. ALL WORK SMALL BE IXNE IN ACCORDANCE WITH ME STANDARD BANS OF THECTI OF LA WMTA AND ME STANDARD PLEASE REFER TO ME SODS REPORT BY EARTH SYSTEMS SOUTHWEST. APRL 7, 20p5.�LB_ - -,1 �- /�/� G ,� �' •. SPECIFK;wTIONS FOR PLIWC WORKSCONSTRtICTION, LATEST EDITION. MDTHECRYOFLA DUWfA STANDARD PLANS DATE SHRINKAGE IS IS%-25% 7'O NARTUN DATE BOUG1/y6 $VANS DATE AUGUST 21. Mi. OR LATEST EDMON. SUBSIDNlCEISBI-B2FT. INC ARD SAFETY DIRECTOR CO10flIMP[Y DEVEIDpEnt DDDN.iOR Y OF LA OUTA 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPERIOWNER OR CONTACTOR TO APPLY M THE CITY W CR.BxScu.YD. LL• FCU.M. O Cn'Y OF LA QUDRA CITY OF L► QUDRTA i -J PUBLIC WORKS DEPARTMENTFOR ME NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORYCOMPLIANCE WfIH ALL CURTIENT ENWRONYENTAL REGULATIONS DURING NNE LIFE aF CONSiRUCf10N ACTMIES FDIRTHIS PROJECT. ADo1T1oNA MDIESA RPERABTSMAYMM MWEO. BENCHMARK: BASIS OF BEARINGS: OWNER/DEVELOPER: ESTIMATE OF QUANTITIES 3. IT SMALL BE ME RESPONSIBILITY OF ME DEVELOPER ON CONTRACTOR TO APPLY TO THE DEPNCIS ENT OF J. � FEET � MEN SUBTRACTED FROM T BASIS OF BEARING IS THE SOUTH LINE OF w� OPTION 1.11G THE ESTIMATE OF OUNfT1T1E4 SIIDWN M 11ESE WITHIN H TRANSPORTATION (CALTRMS) FOR M ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN ME STATE RIGHTO' THE EDSTNG AND PROPOSED ME SW 1AV OF SEC T7 M N B9' CT ATE 1DIB6 RAMC1q U WINTA ORTVE RAMS IS FOR OBTAINING OKT TIE i WAY. ELEVATIONS FOR EASE ON U WDITA G 8Z258 CONTRACTOR IS RESPONSIBLE FOR OWN I ABLE 1. ME CONRACTOq SHALL OBTAM ALL FERMIS A9 REWIRED BV ME CITY'OF U WMAON DINER GOVERNING AGENCES CALCULATORS. (IBD1 T/T-GATT 5.MILS QUANIIITES FOR &GOING RARPO6EI S ME CONTRACTOR SILL NOTIFY ME CRY R1SIO WORKS PRIOR TO ANT GRADING, BRUSHING Oft CLEARING AND EACH PHASE OF CONSTRUCTION AT (]BO) ]7T-TOTS AN018 HOURS PRIOR TO REWIRING WSPECTKN3. ?5 AND HOURS S. ME LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN W AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL OETERAVNE ME EXADT LOCATION OF ALL EDSTNG UTILITIES BEFORE COLEIIONG WORK HE AGREES M SE FULLY RESPONSBILE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND LEGEND PRESERVE ANY AND ALL UTNRE9. 7. THE CONTRACTOR SMALL BE RESPONSISBLE FOR ME REMOVAL REPLACEMENT OR RELOCATION OF ALL REGULATORY. WARNING AND GUIDE SGN9. M TO INDICATES TRENCH DRAIN (TENNIS COURTS) INDICATES TOP OF GRATE (LANDSGWED AREAS) ENV INDICATES DIVERT OF PPE ELEVATION S. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS. TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING. LEGENDS AND PAVEMENT MARKERS. TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER TW INDICATES TOP OF WALL TOO INDICATES TOP OFCOLUNN 9. ME CONTRACTOR SMALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS. OR TF INDICATES TOP OF FOOTING FOUND WRING CONSTRUCTION. REMO&MDREPLACEMENTDULLBEDO WAREGISTERED CIVL ENGINEER AVII/HM FS INDICATES FINISH SURFACE R.C.E. WMBER BELOW M.IISL OR A LICENSED LAND SURVEYOR, ONLY. FG INDICATES FINISH GRADE t0. CON9MUCTON OPERATIONS AND MAINTENANCEa EDUPMErcf WITIN ONE NALFMANEGHUMAN OCQPANCY SHALL M" :M TESTOPOFFENCE BE PERFORMED ONLY WRING THE TIME PERIODS AS FOLLOWS: OCTOBER IST M APRL 3OM: MONDAY-FRDAY 7D0 AM TO SOF INDICATES BOTTOM OF FENCE 5:W PM SATURDAYOWAMT05:00PMMAYISTTOSEPTEMSER-MONDAY-FRIGYSWAMT07DOPM SIATTRGY BOO AM TO 5D0 PM WORK SHALL BE PROHIBITED ANY TIDE ON SUNGYS OR ON FEDERAL HOUDAYS. TO INDICATES TOP OF CURB ER INDICATES EXISTING 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DOKE TO THE SATISFACTION OF ME CT' ENGINEER. EOG NDICATESEDGEOFGUI E R INDICATES ROW LYE tt. ALL CONSTRUCTION AREAS SMALL BE PROPERLY POSTED AND UORED W CONFORMANCE WADI THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS. IN ORDER TO ELIMINATE HP INDICATES HIGH POINT ANY NAEARDS. GB INDICATES GRADE BREAK CB INDICATES CATCH BASIN 13.CONTSTRUCITON PROJECTS DISTURBING MORE TUNONE ACRE MUSTOBTAINANATIONALFO.LUTAT DISCHARGE ELURMTONSYSTEM(NPOES)PERMR.OWNERSDEVELOPERSAREREWNEDTOFLEANOME OFINIENR(NOOVAMTE OF INDICATES CWB FILE WATER RESOURCES CONTROL BOARD (SWPtML PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)AND INDICATES RETAINING WALL I BLOC( WALL MONITORING PLAN FOR THE SITE. JMTIE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A RATIONAL PROGRAM TO CONTROL NONOINT SOURCE POLLUTANTS CARRIEDBY STORM WATE0. THE PROGRAM IS EMENTEDAND ENFORCED INDICATES DIRT SORE BY ME STATE WATER RESOURCES CONTROL BOARD. INDICATES AC PAVEMENT t1. THE CT' RETAINS THE RIGHT TO REWIRE FILAR REVISIONS. AS NECESSARY. SUBSEQUENT TO PLAN APPROVAL, BUf PRIORTOCOMMI.ET10HOFMEDHPROVEMENTS SHOWN ON THESE PLANS. FANYNEW STREETIMHPROVEMENI9 HAVE SEEN O INDICATES CONCRETE INSTALLED BY THE CITY OR A THIRD PARTY WITHIN ME IMMEDIATE VICINITY OF ME IMPROVEMENTS PROPOSED BY MESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF ME IMPROVEMENT PROPOSED IN THESE PLANS AS ORMNAILY APPROVED. O INDICATES DECORATIVE CONCRETE ALLOOSTS. INCLUDING BUITHOT L MI D TO DFSK,N AND DPROVELEM CWTS. U*Ck M A RESNLTOF ANY DESIGN REVISIONS SHA L BE BORNE BY ME DPROVEMENT SPONSORS. INDICATES NDS T SPEED BASIN W/I91BB OR ILO PLASTIC GRATE QR 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. ME APPROVED EQUAL (FOR LANDSCAPE AREAS) IMPROVEMENT SPONSOR SKULL BEM ALL COSTS ASSOCIATED WRIT UPD TTNG ME PLANS. INCLUDING BUT NOT LIMITED M DESIGN AND IMPROVEMENT COSTS. TO AFFECT COMPLIANCE WITH ANY NEW CRY UWSAD AUTHORIT OROIW WOES INDIGTESNDS P%PGTCMBASN WMJBO TRAFFIC RATED GRATE. OR OR OTHER H T REGUUl10NS ENACTED ONADOPTED BYMECRYON OTTER JURISDICTIONS WITH AUfIIORItt SUBS'EDUENT TOME PRAM APPROVED EWK(FOR MWROSCAPE AAEA9) APPROVAL GTE IN ICJITES NDS DURA SLOPE CHANNEL PAVING NOTES 1. ALL UNDERGROUND FACADES. INCLUDING SERVICE LATERALS SILL M W RACE WITH TRENCHES COMPACTED MD TESTED PRIOR M BASE GRADE INSPECTION AND PAVING, THE CONTRACTOR SHALL SUBMIT WRIfIEN EVIDENCE TO THE CRY ISSUED BY ME RESECTVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. L A SEPARATE PERMIT IS SHALL BE FOR POSTED. DELINEATED WIMN EED INCONFORMANCE NF OMAN E WITH I TRAHELWAYS. LANE OLOSURESANDDETOURSSHALL BEPOSTED.DELINEATED AND INCANTED E (ORKZOMETA AND ANY CAIMANS REWRL OF TRAFFIC CONTROLS FOR BY ME CITY AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REWNEMENTS DEEMED NECESSARY BY ME CRY ENGINEER. 3. ASPHALT CONCRETE PAVING. EXCEPT FOR OVERLAYS. SHEL M INSTALLED w TWO (2) M MORE COURSES WRM WXMMS STUTMWORMTOSECTIONADOOFMEREVISEDSTANDARD SPEGFIGTONS,CGCHELLA VILIFY VERSION (GREEN ROGKL NOTED AS FOLLOWS: WEARING COURSE (LIPPER COURSET IIIA.C3-ARd000 BASE COURSE (LOWER COURSE"), HERB ,1400 ME WEANING COURSE SWILL BE A 0.1 FEET TI CIK THE LASE COURSE(S) SHALL CONTAIN ME BALANCE OF ME REOUIRED ASRIALT CONCRETE TICwE55. I. MI%DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, ME CONTRACTOR SKULL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MN DESIGN IDENTIFYING ME MIX CHARACTERISTICS SUCH AS: AGGREGTE CRAGTTONS, VOIDS W WNERAL AGGREGATE (VMUI ALIT VOIDS AND SVALUE FOR VARIWS OR CONTENTS FORK EACH MIX TO ENSURE TIMELY APPNWAL. TIE CONfRAttOR51IDPLER IS ENCOURAGED lO REFER TOLA WINTAS DESIGN MO ARPRWAL ONECDJST(FORM FOBt)TO ENSURE ALL REQIPREDlAR RESTS ARE PERFORMED. CERTIFIED. AND SUBMITTED FOR RENEW. 5. A TACK GOAT SMALL LE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE AC. BASE COURSE. F TRAFFIC RIN DRIVEN TI R. THE TACK COAT SWLLI BE SLOW SETTING ME U EMULSFED HALL BE GRADE S M CGNFGRMINGTOSECTDN2W30F ME STANDARD SPECFIGTIOIL9.MELlD1UD ASPHALT BULL BE GRADE BDN AHD APPLED AT ME RAZE OF O.t CANARD. S. NEW IMPROVEMENTS THAT JOIN COSTING IMPROVEMENTS SHALL JOIN OR MATCH W A MANNER SATISFACTORY TO ME CITY ENGINEER. CONSTRUCTION OPERATIONS REOUIRED TO AO IEVE A SAFE DURABLE. AESTHETICALLY PLEASING TRANSITION BETWEEN ME NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING. R M- REPLACEMENT. GAPPING. ARDOR COLD PLANING. AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT B. ME CURB SHALL BE ETCHED OR STAMPED SHOWING UTRUTY SERVICE LATERAL LOCATIONS AS FOLLOWS: S FOR SEWER. 1W FOR GAS, AND E• FOR ELECTRICAL POWER, INSTALLATION IS COMPLETED. 3 5O SCALE: I" = 100' O BOTH AVE SIGNING AND STRIPING NOTES SITE ADDRESS W PARCEL NUMBERS -APNB I.TNECTYRETAWSME RIGNTTOREMIEP REVISKINS,MNECESSARY,SU&SEWENTTOFLAN PROJECT SITE INCLUDES PORTIONS OF I 50-100 MONROE FOLLOWING PARCELS. APPRMAL BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE FLANS. F ANY NEW STREET R IMPROVEMENTS HAVE BEEN INSTALLED BY ME CITY ON A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE INIF IMPROVEMENTS PROPOSED BY THESE PS, CRYM STAFF DETERWEME SNEWLY INSTALLED O PARCELI-ARN:76IM= IMPROVEMENTS IMPACT ME DESIGN INTEGRITY OF MESS PLANS AS ONIGINALLY APPROVED. ALL COSTS, 6 PARCEL%- APR: 701210002 6 DIDINCLUDNGW LIMITED NITED TODESIGN AND N IMPROVEMENT COSTS, CURREDASA RESULTOF THE DESIGN O PARCEL 10-NPR: 181200 001.0061008 I REVISIONS SHALL BE BORNE By ME IMPROVEMENT SPONSORS. VICINITY MAP PARCEL 5- APR: TB1210 DIN A 7BI MO DID TABLE OF REQUIRED J. ALL WORK SMALLBEOOEWACCONOANCEWDE CTHE OUNTY STANDARD DSPECIFNS,LTESTICATIONS EDITION. RISK WORKS POTS PARKING SPACES REFERRED T00ASTHESTAGMDSPEGFIG . LATEST EDITION. AND ONSA STMTDMDPLAN9 UWEWOMERWIESPECCHEREAFTER UR AROMAS BROS. REFERENCE PAGE 5590 TOTAL PARKING SPACES: 75 1. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS. AND SIGNS, (EXCEPT PAVEMENT LEGEND%SHALL COMPLY TOTAL M.C. PARKING SPACES 5 WMH ME LATEST EDITION OF ME CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS. HEREAFTER IN S: 7 REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. - E2ND AVE. S.PAVEMENT LEGENDS SMALL MATCH CITY -OWNED STENCILS. CALL CRY INSPECTOR AT (IM) 777-M75 BUILDING AREA TABLE TO MAKE ARRANGEMENTS FOR RENTAL OF CRY STENCILS OR INFORMATION REGARDING MODEL NOS OF CRY STENCILS. DD®GYDIDm SEIM ALffi CAW TOLL I® BLOC. 1: RETAIUOFFICES111,11241.f. S.EN B. RASED PAVEMENT L/ARIEflS SKULL CONFORM TO THE PROVISIONS W SECION BS Of ME STATE STANDARD BLDG. 2: CLUEI O NUKI 2 7701J. . 7: M S.. SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SMALL CONFORM TO THE PROVISIONS W SECTION OF ME STATE STANDARD SPECFlGTONS ENTITLED RAPID SET EPDXY 1-ROD- 101.. RKERS ADHESIVE FOR PAVEMENT MARKERS. 22•r- LSVVI TOTAL SWIMATENNIS CLUB 108198./. C 2600 DO MATERIAL MARKINGS SHALL IE MPLIED W TWO WADS WfM D TRAFFIC 7.IN BOAR SNIPES AND SPEC. ENTITLED PAINTED TRAFFIO STRPES AND PAVEMENT IN BOTH COATS. SMALL CONFORM TO STRIPES TSECTION NMKINGS, AS SPEWED N THE STATE STANDARD SPECIFICATIONS. E 2 TDI>m10 DAIS BOOR ROD pD NOTE UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE WDaI OONLRND INMN TEEM RA" SHA L NOT COYMDXE WELL M D AIDING wDNr FERMR AND/OR A PE361R INNS BEDN ®ED THE OM OTHERS MD T =W SDMN ON THE RERECORD3rz ORI ATE NOFATD %1TH DEBT TING D MIAIE PUNKS AND EXTENT. AND EXfENr. THE DIREIL RY AOCfyTIG TIES PIAJIS oRPRDDDdIDEFS M AssUE U.,.LT AND w MOD UNpFRSGNED IWAILfSeUBO CpNN�CI IDR� TM HTI CFNOIAILY ACCmID]T N �IRAaD AmMRALY ARP A Asm O FROM DISIODE a UNOEXfFOWD UIRfTIS DR SRKKTUAES NOT REPGRED M ME UDERSIDIM Nm IDICAIFD as sRDRM W TE IEO:aDS LXALOiED. THE IOUSLT ARO AIRED M IROHIIAL %DPo{tVWRG1M AND DDrsmuDnw A�.OKAND IDID IlE4C11 ro �D NPADx d a,PR mlmecmN M SMML s A1DOppE CONTRItT1R IS REOIAED ro TAME DOE RRECMRDNMCY IE/.LIRES TD PROTECT ME llTINDES OR S1RITCTURE3 5>OIL% FEMML NWLLESS FROM ANY AND N C�FCT RMR OlvAml ql OTppeMy AN AC®IADE SOWIOW rJ. Mltv3ac M WARN WR NPRIRL I AMO ANY DIRER 0"" DR SIRIKTLRE4 FOND AT ME SITE IT AWL ME DONUTIU RS R6RDN IVORY � Of 110R1I a�1 E%IYPRND LW�D•C ARTSNC ME sdlE YAP[ BT D17R TIE COINER. TURM O ME OWrE3S O THE IIIILfItE4 aR SRDKTURES WNCEMNm IECICODE OF C61D• PROF�MDNAL SR9f8D10 SIGNING AND STRIPING NOTES (Can't) S. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS GMAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF ME NEWLY INSTALLED WORK SHOWN ON MIS PLAN SHALL SE REMOVED BY WET SANDBLASTING OR DINGING. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WD- THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. ME DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED DF BY ME CONTACTOR. DEBRIS WITHIN ME ROADWAY SNALL BE REMOVED BY MECHANICAL SWEEPING OR HIGHF R VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SMALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 2048 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES ME OLD LEGEND FORM. 11. ALL SIGNS WILL CONFORM TO SECTION Ss2, ENTITLED ROADSIDE SIGNS; AS SPECIFIED N THE STATE STANDARD SPECIFICATIONS. SIGNS SMALL BE REFLECTORI2ED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH W H IRO PROTECTIVE OVERLAY FILM OR APPROVED EQUAL ALL SIGNS SMALL BE MOUNTED WITH MEFTNARDALRROOF FASTENERS CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER ME SIGN MO POST SCHEDULE ON THESE PUNS UNLESS OTHERWISE NOTED. 12. PER GOVERNMENT CODE SECTION 1218, IF ME WORK IS IN M AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN. TO CONTAIN SUBSURFACE MIST nONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.SA) AT 1-0 22-33 AND OBTAIN AN NOUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (C HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE 13. STRIPING LAYOUT SMALL BE APPROVED BY CRY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT ME CT' ENGINEERING DEPARTMENT A HOURS PROR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SMALL BE INSTALLED N PVC SLEEVES TO FACILITATE REPLACEMENT: WOOD POSTS SHALL HAVE I X I CONCRETE FILLED BLOCKOUTS AROUND ME POST. SEAL - CRY I APPROVED BY: THE CRY OF LA QUB7'TA I SEAL - ENDDI ' � No.DN6ER2 • ttyl.oS s E�.Ja,m OTHY JotN, P.E. DATE ��� CVq LIC iRE(.TOR/ CRY ENGDTEER ? GLLt ._ I..RC.B NO_45B43 DRAIN WITH 882 GATE ON EDUK -SD- INDICATES STORM DR- PIM (Siff PER PLAN) -I - - INDICATES PROPOSED CONTOURS (DASHED LINE: -I - INDICATES EXISTING CONMUR9 (SOUR LINES) UTILITY PURVEYORS WATER: COACHELLA VALLEY WATER DISTRICT. (760) 39s2651 SEWER: COACHEUA VALLEY WATER DISTRICT. 060) 3WMSI ELECTRICITY: IMPERUML IRRGTION DISTRICT. (BOO, 3 7756 TELEPHONE VERUON,(BOO) IB1,•IIA GAS: THE GAS COMPANY, (800)127-T100 TELEVISION: TT E WARNER, (76A)3CA1312 SHEETINDEX 1 TTIE SKEET. wOE%YAPAGENERALNOTES 2.5 SITE PRECISE GRADIG 6 PRECISE GRADING DETAILS A LINE A CURVE DATA TABLE T ARYL ACCESSBLE ROUTES ' 6 ERosION cDI+Ma PLM n DErALLs 9.12 oRATNAGE PLAINS 12A ORIUNAGE DEVICE DETMS 13.14 UTDITESPLANS(REFERENCE ONLY) IS Gt0 A D100 DRAINAGE MP, PROJECT NOTE: SELECTIVE CHEMICAL ANALYSIS FOR CORROSIVITY WERE CONDUCTED ON SOL SAMPLES FROM THE PROJECT STE THE NATIVE SOILS WEN: FOUND TO HAVE A SEVERE SULFATE ION CONCENTRATION 1>15,000 CPI} SULFATE CONDITIONS DINGC00E REWIRES FOR VERY SEVERE SULFATE CONDITIONS TAUT TYPE V PORTING CEMENT PLUS RATIO OF ., BE USED WITH A MAXIMUM WATER CEMENT RATIO N USE USING A MINIMUM 1,500 PS CONCRETE R D. IM POROLM USED SHOULD HAVE SERVICE RECORD OF IMPROVED TANNINTYPESULFATE RESISTANCE MWHEN INIMUM USED CRETEC CONCRETE OF THREE ICES CEMENT. AMNWM CONCRETECOVERN THREE O INCHES SHOULD CO BE PROVIDED MOUND STEEL NATIVE ORO R OR ESCAPE WA COMPONENTS EXPOSED LLRAHE COS ET LANDSCAPE THOROUGHLY ADDITIONALLr, ME CONCRETE SHOULD BE TIgfRWGILr VIBRATED WING MENDAEM. PEASE SEE SOl3 REPtIRT FOR ADDITIONAL RECOIMENGTONS TOPOGRAPHY SOURCEONTOPOGRAPMY IS FROM M ARIL RY OVER DONE BY DIY. ME SITE ISRAT. CONSTRUCTION NOTES: QUANTITIES: O CONSTRUGTGONGETEENDOFCU--RmTAISHEET6. O CONSTRUCT V CONCRETE SOLLAID (TYPE V 1,500 MI) (ME DETAIL SHEET eM 3 EA 1 INSTALL T A.C. PAVEMENT OVER IS CRUSHED AGGREGATE BASE 56,333 SF O CON SIRI•(fY VI,500 P511 WALMNAYICARTACCESS PA PER CITY OF LA WILITA SM.ND.215. (DETAILS ELEVATION,MDFINISM PER SEPARATE RAN AMD PP SEE PROTECT NOTE 1,180 SF 8 CONSTRUCT F CONC ETE (TYPE V 1.500 PSI) PAVING (001 OR AND FINISH PER PLANANDPERM . 1.014 SF O7 INSTALL V DECORATIVE CONCRETE (TYPE V 4.500 PSI) PAVING (COLOR LAND FINISH PER SEPARATE PLAN AND MRBUTL &.791 SF O8 INSTALL I• VIDE DOUBLE MAIRI'N VIIIIIE STIRRING. -ES--..--. NOTES. AND SHEET B FOR DETAIL 1.-0 9 INSTALLACCESSIBDITY TOW -AWAY SKIT AT DRIVEWAY PARKING ENTRANCE PER 08C I1298.5 VMUUM0OAUs O VEHICLES PARED IN DESIGNATED ACCESSIBLE SPACES NOT DISRAYNC DISTINGUISHING PLACARDS OR LICENSE RATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNERS EXPEN6E, TOWED VEMCE" WY BE RECADED AT 81255 CABAZON RD, NDIO ORRYTELEPIONING (ro0 N7FOBe OR LA WINTA P. D. (760) 771J . AEA 10 INSTALL HANDICAPPED PARKING STALL 6 VAN ACCESSIME PARKING STALL SIGNS (SIGNS SMALL COMPLY INTM SECTION 1129115 OF THE CALIFORNIA BUILDING CODE), SEE SHEET 5 FOR DETAIL. 10EA 11 TEMPORARY F AC. DINE 123 U Q BLOCK WALL PER ELEV SIIOW'H ON PLANS. CONSTRUCTED PER MCHffECURAI PERMIT. 13 CONSTRUCT T RIBBON (TYPE V 4.500 PS) CURER PER DETALL DIN SHEET 6. 152 LF © INSTALL BROOK421•%21•GICH BASH WITH STEEL VANI2ED FIO CRATE M7ED IEA 1 FIO HIED ORATE OR EQUAL LADS SEPARATEPLAN PER SEPARATE RAN AIG 300 EA OECCUTIVE WALL CONSTRUCTED PFR WILL PLAN ND PERMIT. lANDSCAPE AREA INSTALL B• CURB PER CRY aF U WMA SrD. NO. 210. 1880 LF INSTALL CURB AND GURFJR PER CITY OF LA QUINTA STD NO. MI. MI LF 1 INSTALL CURB RAW PER DETAIN ON SHEET A 1• PVC SIX Q DRAINPIPE. 1%MIN. SLOPE 3Y18 U W PVC SCH. 10 DRAWVF- 0.5%LAD. SLOPE MIT LF 12• CPP DRAINPIPE MIN. SLOPE 300 U 1s• CPP DRAINPIPE, OS%III. SLOPE 230 U , CPP aRANRPE 03%MI1. SLOPE TRIO LF NI• 9' X P CATCHBASH WI19B0 TRARFIO RATED GRATE IFOR WLA OR APPROVED EW (FOOR�LAMOSACAPE AREAS) IM EA p CONSTRUCTCONCAEIEORNEWAY RYPE PSO PERdTY OF UOUNTASTD. NO. MADS. ELEVATION AND FW RSEPARATE RAN AND PERMIT' E 1,180 SF TTO SINGLE CARRIDGE STEEL CATCH BASIN SRMFLTER BY STORMWATER MANAGEMENT. INC. (800 516166] Ot APPROVED EQUAL SEE OEfAR SHEET B. ALA WATER 00 INSTALL 12• WATER YAN 03 INSTALLE211INCH TEE wsTAL16.cm BD• E1BQV P.I.V. • F.D.C.. SEE DETAIL SHEET 13 1 EA F.N. ASSY, PER C.V.W.D, STD,DWG. W-1 5 EA I SOWOFF ASSY'. PER GV.W.D. STD. DWG. W-23 I EA T NETER PER C.V.WD. STD. DWG. W-11 1 EA INSTALL 1• AI NAC 7 SSY. PER GV.WD. STD. CMG. W-21 INSTALL F %F REDUCER 1 G 1 INSTALL TRUST BLOCK PER GV.WD. DETAL DRAWING W-1BIs19 SEA INSTALL I DETECTOR CHECK PER C.V.W.D. STD. OWG. W-31A i FA SEWER INSTALLS PVC SEWER. CONSTRUCT MANIGIE PER C.V.W.. STD. CVG. NO. % 1 EA STREET SEDIMENT BARR40l PER DELL SLEET B 1 EA STREETSMWAG PLACEMENT PER DET 'SIEETB IDEA FILTER FABRIC FENCE PER Off.,SHEET I I= U TIRE WASH PER OETAL SHEET 6 6 EA ep STAIRWAY ELEVATIONS AS SHOWN. COHSTRTCCIED PER MCIIIECURK RANI AND PERMIT. 81 DSTALL GOLF CART CROSSING WARNING SIO1(SEE DETAIL SHEET BF 8 EA ININATEB FIRE LAME INSTALL BLUE REFIECTNE MARKERS AT FINE HYDRANT. 5 EA ROOF DRAIN AND DOWN SPOUT TIED INTO STORM DRAIN SYSTEM. 3 EA N.C. RAMPS PER FLEYATIOM' SHOWN. CONSTRUCTED PER SEPARATE PLAN AND PERMIT. 6 39• CONCRETE v DITCH PER SECTION CO BELOW, 2181E COP INLET AND CONED C1fE OLRTET. I G 69 OETERABLE WARNINGS: RAIMSED iRUNGATED DOMES PER CBC 11330S MFG. BY OETECTADE WARNIG SVSTEIIS.INC. TOR APPRWMED-1 SEE SIEETeFDIR OETAL 12e SF OD W CLEANOUT AT ALL TEES 6 CHOSSEB IV %LINE SUE) ®W MN. INTERNALS. 0EA 1 STAIRWAY HANDRAIL FEN A XWrECrU PUN A PERMIT, SEE DETAIL SHEET 3 p01ES510N `AO Op L. S7g4Fy Jy'a /S a9gT F EMp. 8-30-0fW x L ICF07FCIT94°' �r 4I'D, CFLtLOH CITY of LA QUINTA Plan Set No. DEN. OIOAmWA. 1xJLNFPDA1ORDIlUtC i rdXR,.w ]W 9.-Sb. M) TIN-N1] DD) ul_rom c fHH WO-0Iy D BY: JO INL FRY, R.C.E. NIT. -u Y I I SOILS ENGINEER'S CERTIFICATE WE HAVE REVIEWED THIS GRADING PLAN AND 1 FIND IT IN SUBSTANTIAL CONFORMANCE WIT THE RECOMMENDATIONS OF OUR SOILS REPORT I 09305-01 DATED 0G2.20a AND UPDATE LETTER DATED APIR 7. 2005. N L. STRINGER GE 22A8 EXP. &08 3D EARTH I SYSTEMS 7"1I 922000UNTRY CLUB DINE BERMUDA MINES, CA 971M G (760) 315-15B8 i BENCHMARIO I (M vD. 109-70 OEV. I IN THE CITY OF LA QUINTA CALIFORNIA ' SHEET No, I i ,1 DuW 7a I TRACT 31.881-2 i ( CHISELED UNK�9OTc 5E RING PRECISE GRADING, STORM .ALL 2.0 ALES SOUDI DRAIN & UTILITY PLANS FOR NDD JACxsa SL i SI/1MMING & TENNIS FACM fIES1 �A LO MLis REST AUDNI Av sD u FT. rsr ,�„ T. AND ANDALUSIA AT CORAL MOUNTAIN:-''�- 2 11f( sari a AY OR SECTION 27, TG9• em SBY OPV5 AS SHOWN City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7134 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed 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 line and the existing road paving shall be two and a half inches (2 W') of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® 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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ RI 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 ( 3 ) inches of A.0 surfacing placed on a ( 5 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® 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.7134 Andalusia / On -Site — Precise Grading, Storm Drain & Utilities for Tennis and Swimming Facilities / Tract No. 31681-2; 59-000 Marbella In addition to the standard permit conditions, the following shall apply: 1: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. T.D. Desert Development — Nolan Sparks, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and -more frequently, if required. 5. 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. 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. 6. 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. 7. 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 determined to be placed according to the city approved plans. Special Conditions Page I of 6 PERMIT NO.7134 Andalusia / On -Site — Precise Grading, Storm Drain & Utilities for Tennis and Swimming Facilities / Tract No. 31681-2; 59-000 Marbella 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector.to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 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. Any land on which Williamson Act contracts apply shall remain undisturbed. 11. 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. 12. 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. 13. 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. 14. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Special Conditions Page 2 of 6 PERMIT NO.7134 Andalusia / On -Site — Precise Grading, Storm Drain & Utilities for Tennis and Swimming Facilities / Tract No. 31681-2; 59-000 Marbella Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 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 Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 16. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 17. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to.the City the following items: a. General Liability Insurance Company and Policy Number . b. City Business License c. Contractors State License Number 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer) of the private land owner whom is being encroached upon. 19. 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. 20. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 21. Pursuant to Section 14.16.370 of the La Quinta .Municipal Code (Ordinance 10 § l (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 Special Conditions Page 3 of 6 PERMIT NO.7134 Andalusia / On -Site — Precise Grading, Storm Drain & Utilities for Tennis and Swimming Facilities / Tract No. 31681-2; 59-000 Marbella 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 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. 22. 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, Special Conditions Page 4 of 6 PERMIT NO.7134 Andalusia / On -Site — Precise Grading, Storm Drain & Utilities for Tennis and Swimming Facilities / Tract No. 31681-2; 59-000 Marbella open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 23. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 24. Access and egress to all local properties shall be maintained at all times. 25. 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. 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''/2" 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 ofpaving shall not be left 0.10' low in anticipation of grinding and capping. Special Conditions Page 5 of 6 PERMIT NO.7134 Andalusia / On -Site — Precise Grading, Storm Drain & Utilities for Tennis and Swimming Facilities / Tract No. 31681-2; 59-000 Marbella 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. 26. 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. 27. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § I (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. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6