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8089See 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: 11/14/2008 LOCATION OF CONSTRUCTION: The Quarry; TM 27728; SDP 2007-594; Cahuilla Park Rd and Tom Fazio Lane North PURPOSE OF CONSTRUCTION: PM-10 and Precise Grading for Golf Course Maintenance Facility Addition & Remodel DESCRIPTION OF CONSTRUCTION: PSN 08113 (PM-10) and PSN 08128 (Precise Grading) DIMENSION OF INSTALLATION OR REMOVAL: See Approved Plans APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/1/2008 TIME OF COMPLETION: 6/1/2009 ESTIMATED CONSTRUCTION COST: $197,326 (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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P-.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regul tions of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. X Signature of Applicant or Agent Design Build Structures, Inc. - Bill Howard 77980 Wildcat Drive, Suite #2, Palm Desert, CA 92211 (760) 275-6698 Name of Applicant Business Address Telephone No Design Build Structures, Inc. - Bill Howard _ 77980 Name of Contractor and Job Foreman Busier 447802 License Number CA 92211 (760) 772-0800 Telephone No., 100986 City Business License No Mt. Hawley Insurance Company fiiiJ,ll tidk MGLO154630 Applicant's Insurance Company C`_ ,.,^.A,-f E` -- — Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I F_ Finance Revenue Code Inspection Fee E_1 $5,920.00 Permit Fee E_1 $100.00 As -Built Deposit E_A $1,000.00 Cash Deposit -Surety Bond, E_13 $0.00 if required I TOTAL — 7 020.00 I Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8089 DATE ISSUED: 09 EXPIRATION DAT Z11 Vol 0 BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Date: 11-14-08 4 Tar °F 4a�Mrw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT So-o-7 -5-1 ITract No: -rW1 '01-11' -1 11 .Project Name: The Quarry at La Quinta, Golf Course I Vicinity: The Quarry Country Club maintenance Facility Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) e m - to maintenance facility Description of Construction (Ex: See Plan Set No. 01234) see submitted plans Dimension of Installation or Removal: See accompanying estimate Approximate Construction Start Date: 12 =1- 0 8 Approximate Construction Completion Date: 6 - 1 - 0 9 Estimated Construction Cost: $ ' See accompanying estimate [q-1,3a- Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent, resurfacing and or replacing improvements Contact Name: Bill Howard Phone Number: 760-275-6698 NameofApplieant/Owner: Design Build Structures, Inc Applicant Address: 77980 Wildcat Drive, S uite a m Desert, Ca. Applicant Telephone Number: 7 6 0- 7 72 - 0 8 0 0 Name of Contractor: Design Build Structures, Inc'.' Contractor Address: 77980 Wildcat Drive, Suite#2, Palm Desert, Ca. 92211 Contractor Telephone Number: 7 6 0- 7 7 2- 0 8 0 0 Contractor State License Number: 447802 Contractor City Business License Number: It A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST k PROVIDED t Applicant or Contractor General Liability Insurance Company: Previously sent Applicant or Contractor General Liability Insurance Policy Number: Previously sent Office Use Only: Inspection Fee: g n ZO Permit Fee: Deposit: 1 OO O Deposit: Dust Control Deposit: _ Credit -Amount:-----------. 4 TOTAL FEE DUE: -f -7a'ZO Office Use Only: Assigned Permit Number. goo pI Approval Date: I Expiration Issue Date: � l-F Co verse � w ARE 77775E 3. NE DRES 01' WWCIZS WAR, USED ON-STE SHOULD BE WS CrUD AND AASMD W h7CfS. RY T STOP TRACKING OF D!Rr ONTO PUP -Or SMEX S. F EXfCN57K Q'PORT OR T PGRA Or GIRT S TO BC DONE A PAYED OR CRAYRED WNF1'L. WASMNC AREA AT LUST t2' S WIDE BY 100' WNW MRD BE PRGKM AT THE CANT, TO FACUTAIC THE P PECDON AND CLEAW4 OF -MM IhWBL_ SMI - AIDE FRQV LWSER RA6ROID r?ACX.OR S!NAAR YAWMaS CAN HELP REDUCE IE NLD CETMO ONTO ME CL AMI.L AREA STRLE7' SWJJb.G AND WASHRN S STa rjlW Ur RfODRED, BUT YAY BE REDUCED BY P! OPJ7 L5E' OF A SOIEE'L WASHLNC AREA" LWE TPS, MEy ARE REORRc-D ON AM9CTS OAR 5 ACRES CR LATH OWP 5,WD cuar Ymos OF 1Npa- OR EI6ORr. ROUGH GRADING (SITE PREP. 8r N PROJECT ECOft f LOSE' ATTACHED PLAN are PHiiJEL7' NANe ---- R4> LOL/WR CL/ _a SME'ET ADaRES,S / WE tDc"AD : B. A 57 N04RD S4N Y7rH ME FMLO M•JG PR1JRMTADN WSi BE POSTED ON Nr SYLt; A,,i&4r Cot SCAN PET fROR2TJG STTEC'T. fESAYE MUST Wwa�U DE THE GVAD:M• PERUD NUMBER, AWp:RNC PROPERTY INTO. -(MR ST'S WX TIP. UWNDS BLOW NO TO S.E.) ME PROJECT NAME MAP NUMBER F APRROPRATE NE AfiWOR/7CD DUST 0000po 1FR PLAINS hLMBET?(5), THE CRY' PHOME NUWBEP AND ME SYL7N COAST AIR G� 16AN-GEUEKT OSMCT CAS1Tp1Y OFNIIa' -_�-. -�•p-� (SCA0.M.D.) PIAavE N'JNBFP. 7M O7Y WAL ISSUE ONE �sm S), WITH TE 4AR PUT ON THE PRE-CO4SRW_. MEETHG WNEv THE a;ApAG Kr SDirrxFASfERLr-8....BEt� i�rncr(B$�--' LL7%Eas AND MiYBFAS AT WBN STYS JSSN w PFRMr SOLOS NO eRAUST CAN TALC POSTED. mMnHWsEfar _ .. 73s 11A0. 20UNLESS B�EF"S_PG4RAOMrCAN 04AUlCFJ aR Lor' sT�.s MUST 9E REP(ACD AT t2aD SCN D WEs ERL> s" NORTiRT£sTERtr Rrrar.rmN lO.rlu.:/w PARR 7. VEMELES DSRr ANU/OR ON UNFAWD SPEW 7G R£STRPR AORTWAST RPGYJFifIN MWr!CCASJFPLY qOU BE ACED A PROJECT IS Y.P.H YAOIVUM, SRS,YS ro GLOAT STRICT SNOt110 P1: PLACED A! 1>E' PF.KLELT ENHPA+K2' AMXV W, S ON PRO:-�'IS dER 3 ACRES rG DtAROvf piMPtWCi. • rvANCE rhro �S US4CEr f PROPOSE .'P£,w, £S'itAJ--- - PROPOSED (.47D IAAG-: LOT' 1R1Cl/PN: 2rr1D UMJ TOSS' fEYaRr MO: B. AWN Wag SPEER; rXL.E'O 13 NA: BY COWNLOUS ANEMOMETER RL . LW !N GUSTS AT LEAST TWICE wl>IYJ A TMRW ASNUTE i'�b'OD, .MrASJRE0 ON THE W& rENX:UL P ACHN!Y ON AP ti. JOG-OEO-O)8 Il 166-OJT -OIJ-- FyORff1. LZL.'.161-A S S'D.%T. THE 9TE' SHALL, CASE VNIN VDLLWARrn OR.BY G'•Y OR AaNU NSPECIOR N0%0C4r.GN, EARTHWORK OUAW i£.5 £511!1MAlC sAtANcm s?£ Aa ci--4R. t0) FYCEP%.OW WATER MCYS AND SORwxiER-MVDINC WYC.CX r ANY, 1 ___ A8.40 TOTAL AREA TO BE DISTURBED .-�6< ATJ:Es °R R- 50. FT, - SITE 1..CWTC a S (.RL.GS£ ( ' ANY 5P£CRYO oR ADpDOAAI. WlRT/!. MEAStfRE' PROPQS},'D.) STRrP �WGCUT tr SULiS'WE71G LOSSES (TI"i OJ' Y AP.F,1/P7'Cr/GY) ,,.1. RAW CUT CUT ARER Sf!R',NXAGL C. r. r ILrr1KOD (AS .SNO" N 3. M ASv0ETAL-ED NERFJ: WA:FY. :1PwX .. FAN' lMPUR7' XXUXe._ --C. Y. /COWAAAf1E'R SY%NXAGL'. ___aY k? VOLUME,- ....WA;ERy,C __._......__........._-......... _............. __.........__....._.....__......._................... ......_..._._.................. _.................. COWACIED .EAU HOLM L:.-._-.-GY. RAW EC;N7RT /9LflNE D GY. COYPACIED EXPORT' tOL: GY WATER A'IA:.AB��RaaJ''IY, WfISL•. SOLACE ^,AVO .DfIRESTIC WA (SEE HAUL ROU'!E DaAA ON ATrACED PLAN !F ANY LVFOR.T OR VPGIr:, EXCEPT TRASH) ' rK 4 '-C NN a S> N S tv E _ AND O.t TAP �"9[tU":Arn'L•4 £" PHASING OF GRADING ACTIV177ES 2. Grr-,VT£ 40W PERu6sp+ NEEnM NONE !HE AYOTD7r OF ACTW G57LRRD A1YrA MUST Bf Ll,Y7FD TO WHAT CAN fJE [FTFCTAE'EY WAMRifl. .......................................... 4 OWES PS DAY BY EITHER SPRNKLERS OR WARS TRUCKS. YORC-AL 2000 GALLON WATER Mucks CAN V7CCgWZY WATER ADaVr 4 ACRES PER 7FOU,R, NTFaVRF AN 6 HR WORKDAY DAIMED BY _ ACCESS *ti, BE C0.NIM1.EO BY. 4 WArrmucs PCR Oar TVES 4 AC./HP. @ _ALWES P R T7U _ SWGE W TER TAVCXS ARE ALLOWED TO WOW 7 LAYS A W4 X. 24 MJ1773 .�+ .cam iO AD3AM TAP r0 74 AG. PER 4, RFrtAL SrAGWG' MG .M Y T WAY W N SPfCAL F'x7 .2V`7N. L PPOUCCTS MUST tA:i.' , .MUCK MA PZ.maw RD 17A MORE' SPRWxeF_R5, UTR ass D AT nM MUCKSrmuRs AREA A ANY OE . F _ f!h SY S. LAP - AREA AIMAmaw "Irk C LCJC AREAS HRFAD ORE Aa OR StOCXP1ED LIST OS STAp1JIFO 1CR AN . T E PHASING aDlXfV AREAS CAN BE SOON D FOR GRACING THE 6FTlU. ,. LOUR BELOW SHA BE Si THE ICKY TMOPpArtERNR LAP ON DOS -Qr A7 LD)'ER >LY T TED 477 RYW TER L2-LOW H ALL O, AIU T E RETED IN MROtiN A FNRAEL7 VU$( BE CONNED W A11 rNASFS n4!LJtf' THEY AXE alfiY TREATED W7M WATER. EMPLOYEE PAPXPVG _ ' ON ____...._-_...__-.___..... - ............. _....... IT 6 BCrT R 9 TREAT THEY KEN AN APPRO� 77L' (LEIE WAROWLLEEN) OR SNAAR NON-GRT5TTNG A WHET1 WASH. JG PROVA._HON51 --' MOST' PALUAN TO SAW WATER - N P 4) r0.77-08 A6 - LIT I qV B2 BI ft'nr CI ,• rs-m,-cy 16 - J6 t CJ r T r P OI aT-,TD-09 16 ... 36 OT PUA/IIV4; t-MIC UUs! CUNIMUL MLAb MLZ:b HERE 6 TE sUYtLV+7ZE.D AAT2Y Cr Rf,vul w DUST NRGA7GN MFASvREY LO_F.Wry BY PHASE; x . F PR[-CRAwNC S/TE aATT 'No (IRRA^.tTlpv mrELr FOR YDL 77 HRS ) ltyixl.SOS POSTED ON Sr r W 7N 4 HR, FHCNT NLtiMBr FOR DUST CJN7Ra'_i1P SAND fEND7NG ON ALL STD_- V PRaccr iAc~, Extsmjo LS150:W WNilS)) STc wrERAG 2 LAYS A aEEX ,ORN.Anal SYSTEM, YW 4 Dues PER 11 HRS.. OR 91 WATER TRUCKS 46N. 4 nun PER 74 FRS. Y TRUCK 8 ACRES) ir-RWE]ER SPRV] IZR SYSIEM (N). SUES, CONTINUOUS MGM• *A. R:NV WHEN WTNOI) GPAYEL (LIRA !.5' DAY X 4" DEEP AT OFr-S,'Rf_-T STD. AND PAFIXEN , ARIAS) E AVHEE1 QE4NWG AI MLCX COTS (RU4ffiLE SrRM. DRIVE-T(Vo" POVOS C C77AWL AREiLS £7G !%£]AIL 4ENOD OJ REFERENCE .UAW A, AT RPJNY) O 'wC'7ItE AREA SCA STA91J2O7S ( LYA� M'BROUMCN, APPAOWD OrL OR PUNS) ACTM cl SOLL SfAffi17ER5 IETMROXLLEN bA" GR 51VAAR WETTING AGENTS) SLOP Aft AgYILY_ AC7rAY fX 'P.' HATER NhXKS 07--N WDJD .> 15 Eli; STREET SWEEPING WNEAWR ALr= _ PO4PA IT AGETATON / LANDSCh'~ 9LOCK WALLS ROAD PA'rNG I!O]E THESE CaYTROL NETTNCOS ARE DSCISSED /N DETAL WINE 'DUSI CONTROL. PLAN REV.EU' CUOV" FOR LOCAL GOWRHVENT" fPOV THE SOUIN COAST MR GUWTY MANA"VENT DSM!CT, OMABLE FROM THE CITY of LA O1 WA OR ONE SCAO,V,D. PiOJFCf AYLOROY£FP:NC/NFFYVr7; Rf00111 ALL ACrM,DEY, WNTRACIS AND U411-1 LS PURWLASZ'S ASSL87A7ID WTN 8LOW54hO/f7XYTTW EXIST PROCRaY. 1 arrI. REFIDRTS STmULD BE SJBVR7D TO TNF PIBLIC ayRKS DIDARLAf£!r7 FCR RENEW rne9 FEED84CT' WAL @EY'nA UY HELP NE CY 70 DE7tRV3VE WaAAr METHODS OF OUST CONTROL ARE MOST COST ErTECT,'VE W BON SNORT TERM AND LONG YEW SDUADQNv- SEE 71Jr. REPORT FDRN THArY AVAAAafE fROM THE CTY OR W T-' AFORESAID OOCVMWT FUGITIVE PM 1D DUST' CONTROL PROGRAM DETAILS E4CW WWAFKW ME451M OR CONTROL PRO -CRAM SEA BE 3F-WMXD W DC:AD BELOW MID ON AMP". l SEETS AS NECESSARY PLEASE USE ME AIDUAW DUST CaVTD, A_AN DOE&: (AT ATCHr M ArrACYtIDJ 'a n'/OCATE .'IE LOCATOV Of 0.v-3RC WATER AIIAAABV/Y, STAC= AREAS IEMbAARY' ORXOATI7t 1l2 7RLi'K/WHL-LL WA!SZMr I-Wa RY SAND FENCNC OWMCT70N PASNL: WtOP.OPY PAR/LNG ARUS CRAWLED ENTRANCE/EX!F, AID OTHc-P, rw4VS A5 NEEDED. PHASE `A:' ROUGH GRADING (SITE PREP, t9 MOBILIZATION) CENTRAL RfQ"RCMFVS 1. IP7/fEN AND NOlAMZED PZW SVCN LETTERS SHALL. BE SUBEDITED TV ME PUBLIC WTARAT XPARMENT FROM ANY AMIACE)VT LAND OWNERS WhBSE FROPERTY WILL BE USED N ANY "VNER NOR COR'SMUCT)OK SCAW4, ACCESS ETC. PRGR Hn ANY S✓CN USAGE THE OWNERA! AA4WNORUZEa DUST CONTROLER RCP, AMS PROIZC•T WEL F_T RESA 145ZB.E NOR THE BUST CONTROL ON ANY OFT -SUE CISNRBED AREAS AS 6UL AS ON THIS PRr rCT. A DUST CONTROL SECURITY OF S$000 PER ACRE. OR AS OTPERWSE APFROV£D BY ONE CY L'MCirEEIC SHALL BE POSTED fVR ALL AREAS TO BE DYS7UFWiD BY THE PP"rr. BOTH aN-SMF AND LVF-SDE. DSTURBY.L ar Sim AREAS NOT MC.UDW W INS ACREEYEN SHALL BE REASON FAR POE C1Y 7D ASSESS ApJUDCNU. C/AR,.FS. AM7 PGSS6L.Y 57M ALL Waw AT THE 9Z' UNTIL TIT EXTENT OF THE a6RA4RVACE 6 AASUAREOL NEREaRE Al tr 6 SUSPECTED THAT OfF-SZ AREAS Y4, 8E &STURaM B""Z' TT r WORK SHOW THEM ON INS PUN AND ,AWE THE APRROPRP•r AR2ANGEWNS W ADWVAX 2. SANO fT.vaNS. OV VrWR /NE WOW MJ WIRE OR HIE PAS7G TYPE. S.V1 BE ATMAED AROUND ONE PERWETER Or THC PROECT ON ALL S4x3 THAT 00 NOT PAW ExS"aG AMSOW+,• WALLS OR 54PJM SOUP MHa'G OR ITDCS TIO SEFWS ILA NU1rJ4E PURPOSES Or CArCXM SOME WV=OW,V DLST� RErnA *'IUD SPEEDS Or M_- PROJ-_T PERaE7M AND RSTRICTM YENCL AR ACCESS FONTS WTO ME FRO rT, OILS RESTPeCFW ACCESS HELPS RE0Lc9' LAAWf 10 ANY /^.ROES/" OF S7ABTI>Fn Sat GO TE PRCYECi, AND AL:OWS PLACWC C TE SM W.K "TRACT OUT' CAN BE SIOPPED PER /5 BELOW. J. PRE-aATEFSPO SHALL COMMENCE AT LEAST ]WIFE. (J) ws PRIOR To ACNAL CRAAwV U_%W A rEIOY.R.4 `f 01-= LVWATXW SYSTEM CDA ECJGN TO ANY EXLSNIC WATER SVSgW SAIL SF Oat? N CONFEWCE MOH GY.W.D. ]EYPORARA' INNER Lab SHALL BE INVEAUfD AI N A AAAWAL LSMrBAHCE Or ANY OT-ORE AREAS THEY PASS THROUGH. oveEv roe IWAOM BECRS A SPRTP'liR SYST:W SHALL BE PLACED AROUND THE P&TAFTER C THE PR7OACL WTTH fRE0UEN7 WATE.441C ESP EC.41Y W THE TYPW^AUY *VVY EYEMHM F"cm THE FERwmw SPRLY-taDts OJ rW SAND rEAL,E I(E'E'S noV SAE AND E7'EC1aE WATERING NOR ARM NOT L"'). VV20 BY ME Si7OnERS BALL BE PROVE 9Y WATER T"S. (ORE' TRUCK PET 8 ACRES fGR 8 HRR. WORXUM SEE ABO,E,) 4. ACDOY AREAS SU04 AS: E'OUcPAdWf STORACE AREA YATLRALS STM44F ARFA TEUPOPARY ORSE HALER$ AND GGILOYEF PARrAr.. SHOULD BE LOC440) 6 POSSOLC ON EOMW^ OD S. PRFACES 0-17A WCULD NOT BE APTECTM N LrJ OF NVWWC AAVNG, A SOL STAY9)ZL:, wr DOS Nvr RECA'I!E OONS4WT WAAMM-M SUCH AS A WASHED GRAVEL aR 'DOTE^CMgB E Cl' COULD BE LST.D FOR TTE NTW STAQW AREA ANY C D1 CALS USED MUST LIE CLGRED INDI PE GUI' AND RECONa WATER GWLm CONTROL 804M S. .SP:x:I FESI7WCTa•! SIT! t.OG`rON: APi_-___.____.._._-_ 7. rv.NBtR or POSTED Vusr O'!NIRoL sraHS (1'IP , AV? WONTWD ROAD OR I PER Brut FEET f:F tRUN7AGE 6. ONJP FREUACNMY MARK: wq" Lo FLAYS or C.ASV+C AGIMrY, AN OPEAA7aR SHALL ,YPLcAsvr AT LEAS] ONE aF ME FWGW. C LONG-TERM STABAVAWN IECe.'NULS FOP ANY D.671ARSED SURFACE. AREA WNL ?E CONAIRUCTAOi ACTPATXS ARE NOT SC09744LD TO OCCUR FOP AT LEAS7 JC DAYS: A. RfW"TATOH THAT RESULTS W 75 PERCENT CROWD COYEPAGE PRO D00 r-W .AN ACTIVE WArERWG STUN S W PEACE AT .ALL DUES' OR 8, ESPABLSN.MEN7 OF A SFA9R)2ED SURFAC' THROUGH WATERHN WIN PNYSY,iLL ACCESS RrSMVTYIN SURROUNT.rNG THE AREA OR C USE Or CNEWCA, STA=J2ERS T ESTA9f0I A Sr494WED SURFACE WHH-VOSA:AL ACCESS RESTAC LrON. SURRaUNDWG .'NF AREA PHASE '4 ROUGH GRADING (.VASS GRADING, PERM ETER WALLS) GF 77M REOUVZCXM!S P' f .A .G PROCEDURES U PAVE NUS: AWkOR AP' tY' PRF."HOARD TY FLE :M.! cJ TRUCKS lAU1. G GIRT ON 0 RC3105 A THE HAJR, ROUTE EXPORT &' E PLACED M Ti15 .PUrJ OR Af5 ROVED BY D AWI _ DLIT, P. R. THE CONTROL AND RaR .1r SITE M� /SAYE A V.ALG ^w".AIX!tG F2RYr AND rupTYF GOMIOIL N . ' 17,. 7D pSD148'NG AAA UM a THESOILIN NAUi ir?CKS SMIUID 9E' AI'A YIPRYLiY OF 7a5 O' F"TWUM AUO'S/LL RF' ALL VDNT �. ALL YEims sPr Tw A DRr AREAS ONTO PAVED SO AV S'nv HALE TRFS AND WHIRLS !NSriC!EI., AND WASHED ii NECESSARY r0 AYCVD 7)ACKAM.' 0✓%' poi. :r P1rhMFTFH iYA/! S Wf' m � 1RM T' 1)4Y SHOT/LD ftF GYR"N �' PRX1Il:T' SRJLY `si>i'Er."r"`sWLSEPulti irfvrtP.Ea: �"•,•" •�'" A"`I'L` LA,L,<LPr NLMwT. ,G.L AALL/:/N, 4r a• OTC CONCENTRATE MY ALSO BE USED AS A SPRAY Ot FARP (A-2 WW* SSTM COLA) SITE SPECTTIC OETAPS, (PLEASE GESCPBF ANY SPEC-)C OP ADMrO4 C'OC'RGI, NEISURE PROPOSED,) 1. TAML PX PAOFIDVLTAS 1.5 SHOWN ABOVE UNLESS OTHLRW5E' DIALED) 2. SM STA:92d2ALGN M£rP7oDr ACDW AREA WATER SCHEDULE, (Eat. A DYES PER 24 HRS) _EE HY£ER'EPtD WA7FRNO SCEDtRL (YW I TINES PER 24 :CARS. ) OP WYFN NELTSSAW Sr _ 7N4-^ T. A,�At ABAT T. N tfc"7NT)G(51: 1ADVTnm FM. MER, NRWDYUL.rJL PLWILVGS. BIODEGRADABLE IX .. OR AS SNOATJ Raj J PCRWITEr?. BLOCK WA/1 A. ONER, 07,TI,J7 10 DAYS Or CCASU.G ACITl.If. AN OPERATOR SNNLU 0^0LENT AT LEAST M' NZ FOLLOWING Lave -TERN STARIL/ZAfXW •EnNVOUES FOR ANY OSTURNED SURFACE AREA W7rERE COTSIROCIG#r, ACl+AA1rZS ARE NOT S.:NZDUIfn T DCOI.R MRA. LEAST JO a4Ys, A RLt21:fTA?)ON THAT RESULTS W 7SX GROUND COWRACE PROtt= IHAT AN AC71W wATER.'Y S!SMU 5 N PLACE AT ALL TUE£ OR 8. fYABLLTNEVT Or A STABILIZED SURFACE W90004 WATERINC WTTN rWY ?_141 ACCESS RCSMCPON SIRii OUMWNG THE AMAG OR G USE OF A QN-EUCk SIAaM.TR T: ESTA9LSH A STABLPED SLL FACE wN P-05Ce ACCESS RESTRXFON SLAZ4OAVDNG WIC AREA PHASE V. FINISH GRADING (UT1LiTY ee ST,4EET CCNST:) GCNSTAL REVU.%V2 v7S: P. BCD' STDCOT ED A4XT 10 Ul/LfY TRENCGY SgAU 8; KEPT WAILRED to DTER11TSr su J2£D OR COVERED To PEEP CANTERACr H w. kIam PRDEZ' FXPOSTaf in W. 1WLm, 2. ALL PREVIOUSLY ROL" GRADED AREAS THAT LOLL BE WACTAT, N NIS PHASE SHOULD BE TREATED *YN A OU%4MZ 50A SrAT"JTcR M CJOLAMD COVER SYSTEM. R A V-METATEO GROUND OOWR S UTXUTV !I S My N=ES MRY TO GET ;r AST..L4Lr MABUSRa THE ROOr SrsrLm AMP TOP S-TUBBLE wy 8E SWFA=h4 70 WAD THE DUST EWN AT RATER04 6 DISCNW)EED. A IOP TRACTS YULTPLE -%WlOS AND CarA&WE C'OMWERCA-1. SIRS PAYED ACCESS IV Yf WILD hL SM 0H1 BE REQUIRED PRIOR TO MWhO OF THE BtawvGS. TLS GOALS n?Lc CAN SLICE USUALLY (VACATES AN 6VCQEASE N THE. NU IECRS OF 40RATRS AND PURR YflUC:ES. ALSO. THE PAWD ACCESS S P_vCavNEHDEO FOR ARE nWTV PURPOSES. E RAMV Z DESIRED BEFORE AU ✓TWITLES ANDAW LATERALS ARE 1N4'DItT, THE SAW LOT C ASPHALT r S SLOTMENT FOR ACCESS nA.C. CAN BE TAPPED" LATER. LrAVING A FBAL SUWACC THAT 6 FRFF OF UTTLlfY CUTS NUJ PATCEs 4. AS PAVED ACCESS 5 OTFENDED, NE SE4GWC AREA. CAN Or 4fOW0 CLOSER lO Pr 81.01DING SITS THE SIM4" AND Dr7TCf nmom Emapm Ur, AND EVPLOYEL' .WAP.W, CAN BE VOVED ONTO PAYED PORrGNS OF THE WE SRz SPECUG GFZAAS- (PLEASE [L-WR)C ANY SNCTIC OR ADL:T)ONAL CONTROL MEASURE PROPasrtf) 1. FREVCI SFOOOL Z rREArdSXr (.-TOZ'D AS A'ELiSSARYj' 2. WACR2 AREA MEATYENT: J, STREET PAWL SCHEDULE A SrAG?S AREA 4DIEMCN7 SCNc-OWE: 5. onER PHASEt O''FINISH GRADING (8LDG. b''T1L:., BLDG. CONSL. (ANOSCAPING) GfAiRAL REONREYENTS.• 1. ATl NACn! AFfAs SNO!RD OW BE.'h' STA&WED BY .NS STAGE IF PREW SLY CX7NT,PAD, n+Z A:itYi. Bta' ar r PADS wr NOW NEED TO BE .5.7p`F7,t STAR! M,, AND RECOAIPACTFD fOR BUXIWU4 FAD OOVPACWV AND EU NAMW CS,'PIVTATIONS. OUST 1W O DE KEPT 00" BY WA7MNa USUALLY BY TEMPORARY SPPWKLEPS. 1. MfkZ aNC FD.R BU!LDSNG UMMM aRYWELL CONSTRCCDON PW.a AND TENN7S COURT COASPRClON fVRV IhT bU!_K OF EARTHWO.NK AMR !HF DADS Hod BEEN CERT.-LED. IEUP09-PY SPRWKLL76 MAY STILL BE USED ON Vd' BLILDNG SUE FOR OHM GOOROL PRIOR TO. THE BECX=,C OF FRARNG MrATWeNT WIN A DXJOEGPADA8IZ IA7.- APPROYED FOR DUST M-MOx. S RECOYMENDfD WERE rT . a.7rix.7 .0 �M I EFFAMISH/AC TE LANDSCAPE AND SPRNKL R. SYSTEM AROUND N,E FYRNSTF,.R Or LARGE PROJECTS SHOERL BE DONE AT WS STAGE. PLANTINGS AROUND iNE PERAIE E: SERVE AS A WdW BUfTEt AND COLLECTION SYSTEM fCR DUST AND SAND 6 COX :f-O PAW DUST AND .SAND WTLL tOME'R CXITROL PH OR rU TWC BUILDING PNASf FOR DQ- SAX_ OF' CENTAW CLAW AND PAWMV PROLESR'S THAT C -' BC RLRNED BY BO,^AWSAND OR olbr 1. DS%LR3[V AREAS AROUND 8LTL"4S SHOULD BF WATERED BY FAAC TOR OJSr CONTROL umm SUCH rvE rHAr THi' SP1wAmm mH:Y /s r✓l.LY FLAIGnOAL AND cRf)WJD WYE'R ANOIOR uNDSCArNJG 6 ESMEDSNED. ? A7ERo.'G a o.RrTdLr I. DUE • r0 BInOIIG iHtERF CCCAAY.LL aR MULCH IRFATAIVITS ARE AtWAADDIZ N 'T .R' O THAT CAv SrnBal7E ME SCYt. w. KYA FAE'at1ENi WA.7. rt ,. S CaNSTRUCTXIN DUST SUC4 AS TN.V CYENT PLASM , PNNr OYERWRAY, WOOD CLTQT.r Ml!,VWC OPEUMNI, JIG_ SrALaD BE MN 2fvD &SO. A PERSMETER BARRIER Of SPRNNLERS AND PUNrLM,AS CAN SERVE TV CATCH SOME Of TO .OTNIt4LY NA7A4O0JS wTERw. AS *El AS NANR4. DUST AND, 8LOWSVID. O COVCENT4DQNS OF C0N51 E,VN DUSTS CAN RESULT rROV PAS pc 01 FYWTPfNT AND SIOAD BE PROPMLY NSFYSM OF WFORE Iff.Y CAN DRY OTT VD BLOW OR BE WASNLD ACROSS PR A 'Cr BOLNOARAS. 6. NOTE TAr S'WALLS SJfiWr.•D BE LvSPErrfD BY Cy Pmw. TG S:-TPA, Dr PERMANENT CROWD COVER OR GINO? PLANTS. i a SITE 5'FLOAC CEpNS: (.U".FAS.: aSM:BE AM' FREDJ/7C aq ADp%iO.N,At. CONTROL MEASURE PPGfusfD.) .... FINISHED ' :. DPLOXAS PM WAIERF.C: 18Y PHVIB IaA:EIIAG AS N..`...... AROUND BIRLDNc 9TE.. GPJAGE. 2. FORYWORW AND MENCHH WATFATNC: (BY NAND WATV?WC 4S NECESSARY) J, fl-ROUTER bVVSCA F. SiT=E:'(AS SOON AS POSS'M' . ARATEA+ENT OF' DUST !eiTIC A170N FAILURE L AN &RF`/)CABLC UCE:NSE 5 HEREBY ~7ED OR CAUSED T1 BE OPANTD PJ PERVHT THE CBI' Or WEIR oES;CYEE TO EWER L11w THE WE UNDER THE FOLLOWING cuicWSTA'K`-S: A W THE EVENT'THAT WIND SPEWS N EXCESS Of 25 .FCH. ARE FORECAST TO OCCUR BY %HE SO YI COAST AIR CUALIrY LWVAGLVEN7 r (SCA0.A7 a) I", R A FA.4.XUL4R MY: B ^t THE EWNT OF AN ON-W. ANEMOMETER liA: pOVFO4MS rD ALL S.CAO.Y.a S'WAMPUS RE.CSrmsc,2 WND'GY s-i'S IN EX(LSS OF 25 Y?H. wTM'N A M.,'iWCUTN4.' 30 u vU7E PER00. OR - C NNE C471T f1XY>Y DUST EN159OS APE VSBLE MR A DSTAA'CC OF 50 FEET FROM ANY BOia:lAAY ONE: OR D. Nf CITY /S U44MF BY TLEPriaNE. b ESrA&,Wi A PERsawL COA7ACr WTH HNC `V' r,NVRfZID DUST CGNLT.YLIP" ArTER A 60 M VVTE C1ONSMUTNr N..PAD WNXH SHAY). S.`ARr MN ME FLRSr 'FLEPHGNE CALL. WHEMER ANSWERED Oa NOT' TNSV THE Cy W7 ✓NBERTAK,E TO 9R7I4rE ONE OR ALL Or THE BLOW USr£D AC4r4VS 1. INN CRP.' WILL CA" NE CYS,SIrON OF ANY ON-9TE ACIM•'I: 'vCLUVAG BW NC] N YO' TRU:i10N OENDIMV OR IE/RCIAAR ALOY£L, w AND LOOTED HI cM HMS. CONS 4LV.7VrERaG, ANY WATER TRUCKS DR V7.NCI:-S SMOCCAV ,'UPRWCEP_S MN" CONnNUE. 2. W 7HE EWNr THAT AV oAI-9TE tRRGAnaN SYSTEL! 5 NOT rN muxv AND/OR orrpAwm, THE CITY W11c CALSE THE Srr TO BE NA ZRFD OR TREATED W,7H DUST CONTROL CNMrALS. NE DUST CONTROL SZCuR:7Y WLL BE JO� Frasr To COITR .ANY COSTS INCURRED F COSTS EXCEED AM' DST' C/ MM& SE'CUNr,Y RflEASNM, AODIXWU CSTS OAY BE ASSESSED AG"ST TIE CANER Or THE PROTECT, J. IN Thf ttiEN'H' AN ON-SM" MWATION SYSTEM 6 INSTALLED. BUT ITS CONTROL CLOCK :KS NOT. TURNED rT4 v W N N NAY TAX ' % M' S!EPS 0 :.:RN Dr URNEY) THE SYS c a C NEEDED. :'N£ WC F AL_ _CE V CO rF - - - na • AN r. FE SYS: Y. T S RLALN'i'SSG71F BucND tDCHrfb CATS .00C£D CONTROL 80XA o H£ O^ CAr-'PHUT TWO NE APPROPRArr KM, THE. CITY NAY CUT OR RREAK LOCX9 AS NECT-SL . E. 1. W ME amPaw cw THE OGEE fNCaYEER oIt H2O DF5]GME THE N7EN,FTY, 77TECME'ACr OP DIPATGN OF PA7NYE DUST EM&-SWAM ROOM TIDE 751E CLhSPILRES A HAZARD TV NE SOVY OF' THE Y':S'JC BY WOru51 N BEYOND TIE PARNECr 6OWDAXt: ✓E CITY rwraw ZR OR HIS GESKZwl_ OR AGENT MAY %MYEDNIEL. EN7FR fR'O+4 ME SIZE 0/1 fYIEDAIIIY TAKE OTHER SUCH ACrON AS MAY BE vE"YSSARY RT REMEDY ?I6 HAZAMO. SUCH AS BUT NOT LIAMM O COVMEA=.G RATE NO ON rNF' S!f :M ORDERING THE C£SS T0V OF ANY £MISS=-r.4,J ArOsC A„� OCURRWG ON -sac r ANY OF THE ABOVE ACIXOVS MAY frc' CD.SMU.rD AS AN ASAYT- WVT FOR rwdCT TE CYY Will GLUEY. CHARGE.' THE GENERAL MHDRM.iOR, DFAEt.DPCR, AIJD/LVC DL OWACR AS THE CDY SHALL DEEM APPWOPIWAM T APPLICATION CONSENT I APFLCATOV FOR APPROM Or A LOCAL ART OUALUTY AANACEY✓r Va%P PLAN IS NEWSY MACE .q TE CITY 040f WER OR HIS DESGNTE AS PART Of A rP",G kERYIT ArRrAWN.. SUBJECT TO THE CO,,Dlry JS AND,-RESTwmalS SET PORN H ZRV' : 1. FACT.' PERSON UP'iV #NOW BFNAL F r:OS APR_CADOJ S h AaL AND EACH PERSOJ Al 4YWO5:' REOUST A14D FOR W iDS-1 B,F WORK S PERPDRUM UNDER AID P,IR,St-or TO ANY PERMIT !SSUED AS A RESULT Or PS ARR.CATON AGREES TO, AND S�<L/ CIDEMNVY AND POLO MP i."SS' DE COY Or LA OU'WT4 ITS OFfTCERS /.CENTS AND EMP-OWN, Z Ar PCPMfT ISTJI' fD AS A RESULT OF N.5 APPLG r.WN BELOAILS NULL AND WPJ 6 MIRK ;5 NOT COMYCAICED Mn9N 9D DVS FROM 7W DATE CF LSSLMNCE OF SUCH PER.VD. J. THE APPUC4N7. OWNER CDNTACfOR(S), SUBCOPITRACTW51' OR O HZ AGENTS, HEIRS OR ASSIVOXS SIM pYIF•ORV TD TW£ ARACYED w5T CONTROL ?L4V AS APPROVED BY THE' CIry 5'AO PLAN NCLLA)ES TOTES AND/(M OrAMAZ Of 7EMPO4ARY BR PERAANEKr CONTROL VENMDS 'OR DEN,= PROPOSED TO BE iASE0, THIS :.A&M.P. SHAH RE CONSOfRIM. AN ADOEF4XW M. AND A NECESSARY PART O: ANY CRADNO SYOLXMi tVPMJYEM� OR DEVOLPTON PLAN OMERMSE REO(AWa fDR C•'Y PFRM!7S. 1 4. BY AGREEING .10 CONFORM TV DIS PEN: AS APAWWO BY NE' aM rrC OWNER AND eE'S^wVATED iALT NURt2ED DUST CON'RCki£A" DU ALSO ACRES' TD ABIDE' BY THE PAOKSLDT•5 a THE AfA'TEY1N1' PROCEDURES AS SNOw.' ABLE. OWNER'S CERT1FIr,AT10N: T r. M I A r SECURITY Or N DASirRE arP:f32YTATX2N C THE CL5 ':ED Ala TO TO 5,&V ES ANY . 17000 AtYBAGE SALT BE RCOUNCD FYdOR 7C TILE SSiAUYC ar ANT PER4A'r. ANY F/NUNYAI. (ECTED ENDER THE PROASrONs a- THIS PFDiARFAHENT SH�ALJ. or. NGD BY THE Cry ar LA O111 M FOR FGTLN/NL USE /N YDCVGN SOURCES OF P✓OTr OUST NOT TV NE :'ARTY OWNER ONCE RN- C17Y HAS ACCEPTED THE fW41 ALPROWMtM AND .SSLLAO CEP78IGIFS Or OCTAIPAL4CY ............................. Ci�Y OF LA OUINTA PERMIT NO.8M SDP #2007-594 13- IF YOU SEE DUST COMING FROM I THIS PROJECT PLEASE CALL J-3" 6' (760)275-6698 } YOU 00 NOT GET A RESPONSE WITHIN ONE HOUR, PLEASE CALL r1,5" 1HF_ CffY'^vF LA QUiNTy PU9f)C WORKS CE.,R ENT �1.5' 760-4' 6-' 531.5. REPORT THE PEP.MfT OR PROJECT' NO. TO ]IHE NUMBER ABOVE= f.5' R CAI.:. AIR OUALIT`( MANAGEMEhR DISTRICT AT: 1-800- 288-766C� 1.5" �.I i e.il OI t T I I Tnw-. � nNcr _4 (v;i j Q.r' ''f�. Ill�t iC'a� LHt+!ifYp/r D%:ild t ; SITE N ea1N AvanA VICINITY MAP NOT TO SCALE C.Rt: ,'%RECCRDKEEPTNG: OVIWO R ToCZP'DOA-Y'r�E'CCRD.S OF LAND CONDITIONS AND DUST CONTROL V L' FY FS'TAAEM URfCa70 1! 7LbVOSiAQNs ARE PFOY.w:L' P. THE COICNE7IA Eva_. EWTfT1 !tlf-'•10•. ?P .5:0'.�7 \, S:OCjrFWE'�ONsb'TE � '\� EQU�ppT\}RA�� [AR STAfY.ANr7�V,4%IACAE1ENl ,iT+ \ .AX!Y'.SCNFZ)tR{D M.ARy'WC#th'SNOP !CELL ... -. '. \ p,. -i; -/ ...... TedeA OLIO taAns / CR77Y WT I HAW READ TM,S AP. tUrATM AN,O IIMXMT.V.'D TTAT r AM RESP1'W98LE' NOR THE aSvPUANCE ar• TP_S pp"rr - INS DUST CavmX PROY/vo s hG2a OR REFERENCED HER£. ^ O= WnKMM M8 ADD A DRA'AAWG HERE FOR SPEOAL DUST CONWO. ITIUS NOT TVMA LLY SHOM (IN ORAOM PLANS. SUCH AS I tOrARSTAND TAT THE DUST CGNTO. S roWTY DAr !W POSTED w7N THE C17Y Nay BE USED TRUOC NWEEL WASH AREAS, F.ADLOYEE PARAIXD AREA'S WATER 10%Ut LOCAVONS, NALAL ROAD OETARS, SW_iD BY THE DIY; PLUS ADWVI"L CHAR6YS Ir A!EEDEO. AT J FAR 10 KEEP THE OUST W R CCW--M_ SAN i W ATIOt, S"GINCE LOCA]gN% PERNETEPTM R SWER LOCATIOhl STAGING AREAS. SM. P, EtC. I umusTAP/D TAvoUST, CONTROL S PECLXRED 24 HOURS A Ny. 7 DAYS A REEK fROU THE F NL 1LROARED fEANTS ATE HOMAGE SIM4 ON n[ MADW PP NI MOI 6 ATTAOM ONV WDAL NEW _- ILVE THAT Des 9TE S D6rURsz5 W ANY WAY FROM TR; NAruRAt "wirw GawDwN' AND GR PAWD S AI REFERENCE MAP/ GRADING PLAN FEATURES CQWWUF tUM!5 PIE Ma THAT TAT. PAW,= SDI IS ACC'PIABLY RF,'-W'CTMEO . RESPONS VTY ,MR THE DUST CONTROL. ON THIS STF CAN ACT V TRANSFERRED SDE.Y BY M 4NSrTTPJMVC ALL M A PORDON OF W.. PR'rJV'rf TG OTHER PEORLE, A REPUCCYENr LA0.Y.P, AND DST CON7ROt SECUPJ7Y 4nar BE SUBYTTFO FOR ANY iRANSFFP.C2 FOpnal; ( L.i:V OL t.N+ijuit:!A SCALE I" -. 80' H lMf6Y AUiP0aN.' TE' R'rLSON iSTED BELOW AS A:ITWOii7E'D D6r-GO(]ROiEn" ra NC i L>7&1 Set Na MY RE'REI,aExumc AND CONTACT PERSON TOR ALL DUST ' COWtANTS NWLWNG N5 PRojm. i 1. S IPOSTS AVD ETC Wr • 7. FASw f0. 06E ! CER11- THAT l HALT REM T¢S APPLI ADON AND TAT TOE' AWJA"MAIW CO`TA� HERON OL/L1/2 ' A 4 BY A Or ILO 8r 2G mj FS TER FAMIC lw IDXAAG ID !NE POSTS 5 Our ASO CORRECT. I AGREE TO LGAUir WITH CITY ORM%KWE J98 L W. OBOE SEC .SJJ) _ _ .. _ ... ..- T1StlDf U 1OFC PRO/ AIm ALL LAN; RfLArNc To cRADWc aPr.RArGNs. r A:I7M7RiZi R .. ILEA£$ OF THE a:r--..........._... ... IOW. UtE Lw or Pam UNDP.RGRDUND SFBVICR ALHRT Or LA O VVA TO EATER UMN THE ADDW-YfVnONTD-0BPGgTY FOR OF,,P=7OH ANC/OP ABATEL ,W PUR_YD= AND I AGREE TO HOLD /ARMLESS THE CM NA ITS REPREih:AA7WS CALL TOLL FREE fRGM LJAWY T'O? ANY ACTIONS hVI A1ED TV THr6 PEP,VR. �} ,,~ I OW7HRY Y.AAT(5) Ouvwy COWMIr LINFJ Jdp/[Ssr.. -I N ..1J `' . p 7971D ION FAZG LANE U/OR1FE U D:r.^.4 CA 9213!-000- OWNERY ADDRESS {, N'7+' C 4, EWAV. AN9 A`.YmACr 227- OW2ER5 w.'�7�) �;r,,,,� �n!L.r>v-_-.__, �lY ar Exuva HID sLa. - a:TE ;Y •",( - --- ;(.'�^^"AN> z6cax ! .. - .W HttYOY kk �* 2600 AUT7i0R(ZED DUST COtJTROLLER CERTiFiCAT10N: tt m. A s1-+6 o s n ATTAW THE TERrs+z Wff FAW Nr l.�i f CEF%9Y' THAT I HAW REM Nd,S APPLC4FV r A%V UNOrAMAMO THAT I AY RESOM!SIBLE FOR rHF 'H}F .IMS'� U ' ii ALTO Ps TROAOH. CON/tAhCt C THIS WLal1CT 10 THE DUST CONTROL PRMSOV,, AVER OP RCFFRFJJCED PERF_ OUT_ E LORIONG DAYS BEFORE YOU DIG AS THE :AUNOW2rV DUST CCHIXOL.ER• rOR fMS PRC ECr 7 Kp U. HAY'E Afy TOWS rL4am on ¢ PM-10 FENCING ME RfOWED Sr F SIGNS WILL L RESPONDOtry H TO 6r WADu411Yfs WTHE I OUR LAW: WE NAT ADO y S ICOADM N � WAY fROW WD 24 C 14a1 . WGM TE7 DAYS AR WEX CONpTAG�AV, A!* �� , f� S o CITY OF LA QUiNTA SHEET - DUST CWDNLZ UNM THE W THAT TE FYA'YECr S,7E 5 ACCZPTAae RE-WW.ATE1 OR AAWD. t LOCAL AiR OUALIP! MANA08�(T AM DUST CONTROLLER HAW (PRINT) BILL NCWARD mm R. r, lamm PM DUST MITIGATION PLAN ( C� TNT H NA YE AAENDED AND EaVP(E7r-L' TE A NA, $E10NA.R OV rTXTNPE um-L,m:+vy =WlI RL 01M An M SIL DMM G Amt P8�7W191t�f1� �.A rAp�AyQ �y�p �yyt �T�� AA�-FrAp OF OL67 =fMC DER AO.AD. CERTD!GArr Auvw, �"G _418 Et? A-24-201D ArpCT7m 87 cm Or u ACDTY - LM VAa -V µ JLJf #2M7-%4, 1 M6r FLO DST CONTROLLER AOORf35 77950 W^,OCAT OR. Z PtAA DESfRr CA 92211-! 174 RJIECT xM OYRRY COUNTRY CLUB A4WnGVrC YARD �T,F/}� �o A/Ia AR ROC AGE IO.i A aak a 1 J:J OUST CO&7,%VALR SCNAPURE 1O'1E, fD - /'� BB _ • A,L_D SZt ADPirSS OX 48A-feo•Z.4 j)66-M-0j r4v FET N0. ,TACT' PHONE !aureET6 (xrlR;' b30)zn-6698 .-_.. ---..Wr ---- LL r I DHti SEC. 29 T: 6 S., R. 7 E., S.B.& M. _ I= Lu 451A% �. L-M-ae 4. d Nov 13, 2008 Public Works Department City of La Quinta, CA 92253 RE: Quarry at La Quinta Maintenance Facility Below is the valuation for the site work in order to obtain a grading permit. These values are taken directly off of the approved precise grading plans prepared by Watson & Watson Engineering. Items #1,2,3 Remove existing AC pavement (30,741sq ft), concrete (2001 sq ft), curb and gutter (49 linear ft) $25,000.00 Item # 4 Construct 3' wide V-gutter (49 linear ft) 980.00 Item # 5 Construct 4".A.C. over 4" A.B (24,516 sq ft) 83,160.00 Item # 6 install truncated domes (1) Item # 7 Construct 5' wide V-gutter (260 linear ft) Item # 8 Construct 6" curb & gutter (149 linear ft) Item # 9 Construct 6" curb only (87 linear ft) Item # 10 Install pre -cast drain box (2) Item # 11 Install 12" HDPE pipe (162 linear ft) Item # 12 Construct 6" PCC concrete (13,144 sq ft) Item # 13 Construct curb & gutter (59 linear ft) Item # 14 Remove existing cross gutter Item # 15 Install Maxwell Plus system Grand total 675.00 3,835.00 3,725.00 1, 740.00, 1,300.00 4,860.00 52,576.00 1,475.00 (included in #1 above) 18,000.00 197,326.00 Architecture • Engineering • Construction 77-980 Wildcat Drive, Suite 2, Palm Desert, CA 92211 phone: 760.772.0800 fax: 760.772.0823 www.designbuildstructures.com info@designbuildstructures.com Architect C12905 Contractor B447802 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8089 The followinq 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 (%") 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 %") 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 directio_ ns 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. ® RI 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 (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. i ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2"). of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ).inches of A.0 surfacing placed on a ( 6 ) 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.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 200.7-594; Cahuilla Park Rd & Tom Fazio Lane North In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance.10 § 1 (part); 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Design Build Structures, Inc. Bill Howard), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st 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 8:30 a.m. nor after 4:30 p.m. 7. . Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 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 1 of 8 PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 2007-594; Cahuilla Park Rd & Tom Fazio Lane North 9. 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. 10. Building areas should be overexcavated to a depth of at least X feet (per plans) below existing grade or X feet (per plans) below the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native material may be placed as controlled compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 11. 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. 12. This permit is not valid until the permittee submits, to the Public Works Department .2 weeks prior to start of construction, a letter from any owners of the driveways/access-ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. Any land on which Williamson Act contracts apply shall remain undisturbed. 14. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion. date. 15. Design Build Structures, Inc. (Bill Howard), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The'import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling exportor import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 8 PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 2007-594; Cahuilla Park Rd & Tom Fazio Lane North 16. 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 the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. A traffic control plan shall be prepared in accordance with the MUTCD Manual and submitted to the City for review and approval 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. 17. 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. 18. 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. 19. 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 California 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. 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. 20. 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. Special Conditions Page 3 of 8 PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course,Maintenance Facility Addition / TM 27728; SDP 2007-594; Cahuilla Park Rd & Tom Fazio Lane North 21. 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. 22. 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 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 24. The permittee shall notify the City at (760) 777-7097 at least 24hrs prior to work. To submit an inspection request, the permittee shall leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 p.m. at least 24 hours prior to the anticipated inspection. 25. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. 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. 27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 28. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start.of construction or parking on the paved R/W. Special Conditions Page 4 of 8 PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 2007-594; Cahudla Park Rd & Tom Fazio Lane North 29. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. F---------------, 30. As shown on the sketch to the left, a minimum distance of 18 feet between the surface and power lines must be kept at all time. 31. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other -means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The. appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. Special Conditions Page 5 of 8 PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 2007-594;_Cahuilla Park Rd & Tom Fazio Lane North 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. 32. 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 cannot be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 34. Access and egress to all local properties shall be maintained at all times. 35. 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 Special Conditions Page 6 of 8 PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 2007-594; Cahuilla Park Rd & Tom Fazio Lane North 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'h" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface: The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 36. 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. 37. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. Special Conditions Page 7 of 8 , . . PERMIT NO.8089 The Quarry/ PM-10 & Precise Grading for Golf Course Maintenance Facility Addition / TM 27728; SDP 2007-594; Cahuilla Park Rd & Tom Fazio Lane North 38.. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 39. 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. 40. 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 8 of 8