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5083
4 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1 777 -70� 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:May 19, 2006 LOCATION OF CONSTRUCTION (Street address or Description): La Quinta Business Center SDP 2004-814; Washington N/O Fred Waring PURPOSE OF CONSTRUCTION: Precise Grading DESCRIPTION OF CONSTRUCTION: See Plan Set No. 06076 a., 4 DIMENSION OFINSTALLATION OR REMOVAL: See plans APPROXIMATE TIME WHEN WORK WILL BEGIN:September, 2006 TIME OF CO year Rom fAT ESTIMATED CONSTRUCTION COST: $427,407.00 (Including removal of all obstr i , an —dt=t compaction and placing permanent resurfacing and/or replacing improvements) MAY 23 2006 COMMENTS: Estimated construction cost: precise grading rough grading and storm drain In consideration of the granting of this permit, the applicant hereby agrees to: Coll _,,Mr K „nfw 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 a sta ed at 1760) 777- 707 5. Comply with all applicable City Ordinances, the terms and conditions of the permit and al�aapli�ablk rubs and" gul�tions of the City of La Quinta and to pay for any additional replacement necessary as the result of this work`` II ''\\ 1 �/ 1, or Agent Entin Family Living Trust - Jack Entin 9332 Stockon Rd Moorpark CA 93021 (818) 324-5449 Name of Applicant (please print) Business Address Telephone No. J.H. Thompson & Son's, Inc. 79-607 Country Club Dr. #2 Bermuda Dunes CA 92201 (760) 345-6003 Name of Contractor and Job Foreman Business Address Telephone No. 734478 Contractor's License No. City Business License No. American Safety Indemnity ESL 0061470503 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection. Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL ti $1.4,170.00 $100.00 $1,000.00 $15,270.00 illing, Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5083 DATE APPROVED: EXPI TIOt,4_DATE: Cb Z-'30 BY: - At— T��� _ Administrative Authority PUBLIC. WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No 2-co4-9 '4 Pr9ject Name: A �l a q �a Vicinity: Pam, A C- 921z F,reh, l.)G�4 •-z 41 Purpose of Construction (Ex: Rough Grading, Offsite Street etc: Description of Construction (Ex: See Plan Set No. 01234) 06076 Dimension of Installation or Removal: _-Nz-A Approximate Construction Start Date: Sao So Approximate Construction Completion Date: l E+4^ti_ Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materh1s, and debris, back -filling, co action and - placing pennanent.resurfacing and or replacing improvements Contact N e: Phone Number:8Sl 4 14WN4--_` Name of App icant/Owner: ID t' . % r, ^os Applicant Address: ?13z 5 Z Mo 3 �Z Applicant Telephone Number: C5(;g Name of Contractor: iJ G Contractor Address: , z Contractor Telephone Number: 160 -�En r►o �+ Contractor State License Number: " ^ -1 3 cf 4 'M)61 Contractor City Business License Number:; 5 10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A. Applicant or Contr ctor General. Liability Insurance Company. - Ap6icant or Contractor General Liability urance Policy Num er: Office Use Only: Inspection Fee: `3 0,J I Permit Fee: As -Bunt Deposit: t 1 Ci Q, iJ Dust Control Deposit: Credit qLT0_LLF_EE DUE: l S Z 70, o o Office Use Only: Assigned Permit Number. S G Approval Date: Expiration Date: Issue Date: V 05/19/2006 FRI 16:48 FAX 760 777 7155 City of La Quinta Pub.Wk fa 001 TX REPORT sR�S�k�k�kac�kR��k�&�k�msk�k�k�k�k�k�kxc . TRANSMISSION OK JOB NO. .0570 DESTINATION ADDRESS 918055232304 PSWD/SUBADDRESS DESTINATION ID ST. TIME 05/19 16:47 USAGE T 00'28. PCs. 2 RESULT OK .''CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FACSIMILE TRANSMITTAL SHEET O: JACK ENTIN La Quinta Business Center A�: $05-523-2304 1ITEM: PERMIT FEE FOR PG PLAN SET NO.06076 FROM: DATE: 5/ 19/ 06 Anthony Colamssi Associate Engineer Any questions, please call me. Thanks, Tony CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FACSIMILE TRANSMITTAL SHEET O: JACK ENTIN La Quinta Business Center FAX: 805-523-2304 ITEM: PERMIT FEE FOR PG PLAN SET NO. 06076 FROM: DATE: 5/ 19/06 Anthony Colarossi, Associate Engineer 'Any questions, please call me. Thanks, Tony ANTHONY COLAROSSI, ASSISTANT ENGINEER I TELEPHONE: 760 777 7089 FAX: 760 777 7155 'ermit Fees roject Name: LQ BUSINESS CENTER Ian Type/Plan Set Number: Total Fees ispection Fees rst Mill $472,407.00 $14,170.00 nd Mill $0.00 $0.00. rd Mill $0.00 $0.00 Ium $472,407.00 ' $14,170.00 'ermit Fee $100.00 leposits 4s-Built 1 plan $1,000.00 'M-10 0 acres $0.00 Total Due: $15,270.00 ;OMOTOR ENGINEERING PALM SPRINGS, CA PRELIMINARY COST ESTIMATE FOR BOND PURPOSES ?Dj 051Q> LAQUINTA BUSINESS CENTER SDP 2004-814 2 STORY BUILDING PREPARED: APRIL 12, 2006 ITEM QUANTITY UNIT COST COST GRADING CLEARING & GRUBBING EXCAVATION AND FILL IMPORT AND FILL PERIMETER IMPROVEMENTS CONSTRUCT 3' MAX. RETAINING WALL 1.80 AC 600.00 1,080 4,920 CY 0.40 1,968 6,368 CY 1.20 7,642 TOTAL GRADING IMPROVEMENTS 10,690 445 LF 30.00 13,350 TOTAL PERIMETER IMPROVEMENTS 13,350 ONSITE IMPROVEMENTS CONSTRUCT 3" AC OVER 4.5" CAB CONSTRUCT CURB RAMP CONSTRUCT TYPE 6" CURB AND GUTTER PER LA QUINTA STD DWG 201 CURB TRANSITION CONSTRUCT 6" CURB PER LA QUINTA STD DWG 210 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER INSTALL 3-1/8" INTERLOCKING STONE PAVER OVER 4" MIN. CRUSHED AGGREGATE PER ARCH. PLAN CONSTRUCT CONCRETE BAND PER ARCHITECT PLAN (PED 4" THICK, VEH 5.5" THICK) CONSTRUCT 4" THICK CONCRETE ONSITE MEANDERING SIDEWALK CONSTRUCT 5'X5' LANDING CONSTRUCT 3' WIDE 5" THICK RIBBON GUTTER 38,277 SF 1.20 6 EA 1,000.00 171 LF 12.00 20 LF 12.00 1,414 LF 11.00 2 EA 2.75 360 SF 4.50 120 SF 6.00 4,250 SF 4.00 75 SF 4.00 168 SF 8.00 TOTAL ONSITE IMPROVEMENTS 90 3 7 0 0� 1-(`� LA?Z,`-tO? 45,932 6,000 2,052 240 15,554 6 1,620 720 17,000 300 1,344 90,768 W:\Jobs2005\La Quinta Business Center\COST\COST-041206.xls Page 1 FOMOTOR ENGINEERING PALM SPRINGS, CA OFFSITE STREET IMPROVEMENTS CONSTRUCT 8" CURB AND GUTTER PER LA QUINTA STD DWG 202 283 LF 12.00 3,396 SAWCUT 2' FROM LIP OF EXISTING PAVEMENT 290 LF 1.00 290 REMOVE EXISTING CURB AND GUTTER 290 LF 6.00 1,740 CONSTRUCT 5.5" A.C. OVER 6.5" A.B. (CLASS 2) 5,180 SF 2.00 10,360 RELOCATE SERVICE TO UNDERGROUND BY IID 1 LS 2,000.00 2,000 CONSTRUCT 4" THICK CONCRETE MEANDERING SIDEWALK PER LA QUINTA STD DWG 245 2,453 SF 4.00 9,812 CONSTRUCT CURB RAMP PER LA QUINTA STD DWG 250 (CASE A) 2 EA 1,000.00 2,000 CONSTRUCT CURB INLET CATCH BASIN PER CITY OF LA QUINTA STD. DWG. 300 AND LOCAL DEPRESSION PER CITY OF LA QUINTA STD. DWG. 330 2 EA 1,700.00 3,400 TOTAL OFFSITE STREET IMPROVEMENTS 32,998 ONSITE STRIPING AND SIGNING IMPROVEMENTS 1 LS 1,000.00 1,000 TOTAL ONSITE STRIPING AND SIGNING IMPROVEMENTS 1,000 OFFSITE STRIPING AND SIGNING IMPROVEMENTS 1 LS 1,500.00 1,500 TOTAL OFFSITE STRIPING AND SIGNING IMPROVEMENTS 1.500 W:\Jobs2005\La Quinta Business Center\COST\COST-041206.xls Page 2 FOMOTOR ENGINEERING PALM SPRINGS, CA ONSITE QRAINAGE IMPROVEMENTS INSTALL ADS N-12 SD PIPE, SIZE NOTED ON PLAN 1,242 LF 30.00 37,260 INSTALL 8" NYLOPLAST-ADS INLINE DRAIN WITH STANDARD LIGHT DUTY.GRATE A=8",B=8" 6 EA 175.00 1,050 INSTALL ADS 8" CUSTOMIZED DDRAIN BASIN WITH STANDARD 8" GRATE 6 EA 175.00 1,050 INSTALL ADS 12" CUSTOMIZED DDRAIN BASIN WITH STANDARD 12" GRATE 3 EA 340.00 1,020 INSTALL END CAP 3 EA 30.00 90 INSTALL 36" DIA MANHOLE WITH FRAME 6 EA 800.00 4,800 EXCAVATION, BACKFILL, FOOTING AND INSTALLATION OF STORM TRAP UNITS (I, II, III, IV, V) AS INDICATED ON PRECISE GRADING PLAN 1 LS 284,000 INSTALL MAXWELL PLUS PRIMARY SETLLING CHAMBER 2 EA 10,000.00 20,000 INSTALLATION MAXWELL PLUS SECONDARY SETTLING CHAMBER 1 EA 18,000.00 18,000 CONSTRUCT CURB OPENING CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. DWG. 300, WIDTH (W) AND DEPTH (Vdepth) SHOWN ON PLAN 2 EA 1,700.00 3,400 INSTALL FINE SPUN NON -WOVEN TYPAR STYLE 3601 GEO TEXTILE FABRIC OR APPROVED EQUAL 558 SF 0.50 279 TOTAL ONSITE DRAINAGE IMPROVEMENTS 370,949 SEWER IMPROVEMENTS CONSTRUCT MANHOLE PER CVWD STD NO. S-5 3 EA 3,500.00 10,500 INSTALL 8" VCP SEWER MAIN 657 LF 30.00 19,710 INSTALL 6" VCP SEWER LATERAL 25 LF 25.00 625 INSTALL CLEANOUT 1 EA 500.00 500 REMOVE AND REPLACE EXISTING PAVEMENT 793 SY 35.00 27,755 INSTALL 6" PRIVATE PVC SEWER LINE 275 LF 30.00 8,250 TOTAL SEWER IMPROVEMENTS 59,090 OFFSITE SEWER IMPROVEMENTS 59,090 ONSITE SEWER IMPROVEMENTS 8,250 W:\Jobs2005\La Quinta Business Center\COST\COST-041206.xls Page 3 F,OMOTOR ENGINEERING PALM SPRINGS, CA WATER IMPROVEMENTS INSTALL 12" CML DIP WITH POLYETHYLENE ENCASEMENTAND RESTRAINED JOINTS 1,820 LF 55.00 100,100 INSTALL 12" DUCTILE IRON, POLYETHYLENE ENCASED FITTINGS 12 EA 320.00 3,840 INSTALL 18" BUTTERFLY VALVE, DUCTILE IRON, EPDXY LINED AND COATED 1 EA 2,500.00 2,500 INSTALL 12" GATE VALVE, DUCTILE IRON, EPDXY LINED AND COATED 9 EA 1,250.00 11,250 INSTALL 8" GATE VALVE, DUCTILE IRON, POLYETHYLENE ENCASED 2 EA 850.00 1,700 INSTALL 6" SUPER (WET BARREL) FIRE HYDRANT ASSEMBLY (6"x4"x2-1/2"x2-1/2") 2 EA 2,500.00 5,000 1/4" THICK 24" DIA. STEEL CASING 22 LF 220.00 4,840 INSTALL 4" BLOW OFF ASSEMBLY 1 EA 1,600.00 1,600 INSTALL 2" SERVICE FOR BUILDING 1 EA 1,250.00 1,250 INSTALL 1-1/2" SERVICE FOR IRRIGATION 1 EA 1,250.00 1,250 INSTALL 12" DETECTOR CHECK ASSEMBLY 1 EA 30,000.00 30,000 TOTAL WATER IMPROVEMENTS 163,330 OFFSITE WATER IMPROVEMENTS ( 80 %) OF TOTAL 130,664 ONSITE WATER IMPROVEMENTS ( 20 %) OF TOTAL 32,666 W:\Jobs2005\La Quinta Business Center\COST\COST-041206.xls Page 4 F..OMOTOR ENGINEERING PALM SPRINGS, CA UTILITIES ELECTRICITY, GAS, TELEPHONE, TELEVISION 1 DU 2,000.00 2,000 MONUMENTATION SET MONUMENT PER TRACT MAP 1 EA 1,800.00 1,800 TOTAL IMPROVEMENTS 747,475 20% CONTINGENCY 149,495 TOTAL ESTIMATE FOR BOND PURPOSES 896,969 PREPARED UNDER THE SUPERVISION OF: OQRpFESS/pN PHILLIP K. FOMOTOR No.47284 m RCE. NO. 47284 Exp. 1237-07 EXP.12-31-07 sqT� ciw- NIP OF CALF W:\Jobs2005\La Quinta Business Center\COST\COST-041206.xls Page 5 1-10 wr GDUAIMRY. L'LU8 OAIyE BERMUDA DUNE ' HOVLEY LANE AVENUE 42 DARBY RD. TUSCON CIR SITE PALM DESE W 7FRED CALLE LAS BRISAS (44TH AVE. o KINGDRIVE INDUW WELLS z fLA QUINTA 3 VICINITY MAP NOT TO SCALE LEGEND TOP TOP OF S OPE EXIST. EDGE OF PAVEMENT TOP TOP OF SLOPE -.- 10-- EXIST. CONTOUR TOE TOE OF SLOPE EXISTING SEWER MAIN WM SS WATER MAIN SANITARY SEWER EXISTING WATER MAIN TC TOP OF CURB S PROPOSED SEWER MAIN FL FLOW LINE W PROPOSED WATER MAIN HP NT HIGLP LOH POINT ' PROPOSED SEWER LATERAL M TOP OF GRATE t}- PROPOSED WATER METER SERVICE EP EDGE OF PAVEMENT PROPOSED STORM DRAIN LINE TIN TOP OF WALL EX ELEVATION ® PROPOSED CATCH BASIN EG) EXIST:GR • PROPOSED AREA DRAIN MH TOO MANHOLE TOP OF CL.EANOUT Q PROPOSED CONCRETE PAVEMENT FF FINISHED FLOOR - PROPOSED AC PAVEMENT TMH BCR TOP OF MANHOLE BEGINNING OF A CURB RETURN ® PROPOSED DECORATIVE PAVEMENT ECR END OF A CURB RETURN PUE PUBLIC UTILITY EASEMENT FIRE LANE PA PLANTER AREA . y FIRE HYDRANT -F-7-F�' � SD TIP STORM DRAIN TOP OF PAVDAENT 31 FLOW DIRECTION CY TFC CUBIC YARDS . TOP OF FLUSH CURB --- ACCESSIBLE PATH FC FACE OF CURB GFP GARAGE FLOOR PAD RG ROUGH GRADING PG PRECISE GRADING TOE TOE OF SLOPE PRIVATE ENGINEER NOTE TO CONTRACTOR L GB GRADE BREAK I. UNAUTHORIZED CHANCES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, HGL HYDRAUUC GRADE UNE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PUN MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PANS. HOLD HARMLESS INDEMNIFICATION CLAUSE:. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAM OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENE SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT ME CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD THE CITY OF CATHEDRAL CITY, THE OWNER. AND THE PRIVATE ENGINEER HARMLESS FOR ANY AND ALL UARURY: REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS. ARE INDICATED WREN THOR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PINES OR PROCEEDING WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME UVEPLITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUIETED AT VARIANCE WITH REPORTED OR RECORD LOCATION. THE CONTACTOR 6 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRICTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: CONTRACTOR SWU VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PARKING SCHEDULE: WRONG NAME BUILDING ( PARK PATIO (PEOR C/SDE�) THEO IRED SG115 ROTA AU.S RADA ADA VAN STALLS ADA STALLS REQUIRED STAl1S REWNED STALLS X ADA STALLS / OF BICYCLE PARK. SPACE A BUSTE BUSINERS CENTER 22.70 300 90 99 1 4 I 4 4 2 PAVING NOTES 1. Al. UNDFROROUND FACILITIES. INCLUpNG SERVICE UTERMA SMALL BE N PLAIT WITH IRA O CDIDIACIFD AND TESTED MOOR TO BASE (RAGE INSPECTION AND PAYNG. ME COMPACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE Cltt ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING ME 91B91RFAQ PORTION O DYER UlICOM IND FAOITES HAVE BEEN INSTALLED AND ACCEPTED. x A SPARAIE POW 6 REQUIRED FOR Al DCAVATKNS NTI/I ERSTNG ROADWAYS AND TRAVELWAYS. LANE Q092M NO OETDURS DIAL BE POSTED, 003CATED AND UTHTED N CONFORMANCE NTH THE CALIRANS YWDAL OF TRAFFIC CONTROLS FOR Nf51RUCna AND MAINTENANCE WORK ZMES AND ANT ADDITIONAL RELAMOMInS LEGED NECESSARY BY THE an IN & ASPHALT CONCRETE PANNG EXCEPT FOR OVEAUYS SHALL BE INSTALLED N TWO (2) OR MORE COURSES NM WX OESIM THAT CONFORM TO SECTION 40D O ME RMSED STANDARD SEaFXATIORS COACNELLA VALLEY VERSION (WIN BOOK) NOTED AS FOLLOWS. KAPNG COURSE (LOITER CO FISO: AA-C2-AR-4000 BASE COIDY DOWER COWSES) DIR- AR-4000 ME W ARNG COHSE DULL BE A &I FEET DOCK THE BASE MMSE(S) SHALL CONTAN THE BALANCE OF THE REQUIRED ASP HALM T CONCRETE OVES C NIX OEM RECLAIMED. WAN (1) DAYS PRIOR TO CQ0 ENCEMI 1T O PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR att APPROVAL A COMPLETE PROPOSED MIX OLSON IDENTIFYING THE Ka OWMC7005TI S 9" AS AGGREGATE ORADATNDNS VCDS IN MINERAL AGGREGATE (WA) AN VMS. AND S-VAWE FOR VARIOUS Q CON IS FOR EACH WDL TO wD.RE TNRY APROVAL, ME CONTRACTOR/SUPPER 6 ENCOURAGED TO REFER TO LA WNTAS DESIGNWX APPROVAL OEOOUST (TON 113112) TO DOM ALL REGARD LAR TESTS ARE PERFORMED. CERTIFIED. AND SUBMITTED FOR REVEAL S A TACK CDAT FULL BE APPLIED M FASTING PAMOENT, P.GG SURFACES AND ME At BAY CQNY. F TRAFFIC HAS DRIVEN ON IT. THE TACK COAT DULL BE SLOW SErmG ANIONIC wALSTED ASPHALT TYPE 'SS-IM COFORIIG ED SECDONl 203-3 O ME STANDARD SPEaF1UliO1i THE UOIED ASPHALT SHALL BE GRADE 60-70 AND APRID AT THE RATE C 0.1 GAL/ID. & NEW IMPROVEMENTS THAT JON OUSTING NPROAIENTS SMALL JOI OR MATCH N A MANNER SATISFACTORY TOME GET waNEDL CONSTRUCTION OPERATORS REQUIRED TO ACHIEVE A SAE, DURABLE AESTHETICALLY F EASING TRANSITION BETWEEN THE NEW AND EASTNG IMPROVEMENTS MAY INCLUDE SAWING CUTTING. REMOVAL, REPLACEMENT. CAPPING, ND/OR COLD RANDNa AS NEEDED. 7. ALL MANIIOFS AND VALVE BOX FRAMES SHALL BE ADAMID TO FINAL ORIDES AFTER PAVEMENT INSTALLATION 6 COINED. & THE CURB SHALL BE ETCHED OR STAMPED 94MC UTOJTY SERE LATERAL LOCAONS AS FOLLOWS 'V FOR SEWER 'C FOR GAS AND 'E' FOR ELECTRICAL POWER 434' PED. PEDESTRIAN VEH. VEHICULAR CB# 1 II OIDO=2.45 CFS W-4.0 FT II H=3.5 FT It 12" INV OUT 139.99 II II II Cep II 0100-1.66 CFS II W=4.0 FT II H=3.5 FT II 12" INV OUT 142.46 II II II II II II II II II II II II INDEX CFS II SHEET WE40 FT SHEET NO. DESCRIPTION 12 3INV OUT 143.85 11 1 TITLE SHEET - II 2 SITE DEMOLITION PLAN II 3- PRECISE GRADING PLAN 11 4 HORIZONTAL CONTROL PLAN 11 5 SIDEWALK/DISABLED PARKING PLAN 11 6 STORM DRAIN IMPROVEMENT PLAN II 7 STORM DRAIN IMPROVEMENT PLAN II II 11 II IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA 1 PRECISE GRADING AND STORM DRAIN PLAN HECTOR DIRECTOR ° FOR ou u GENERAL NOTES LA QUINTA BUSINESS CENTER .. I. ALL WORK SHALL BE DONE N AGCa mm WEN THE STANDARD PLANS O 111E city OF LA GUINEA AND THE STANDARD S ancARcNs FOR PUELIC WORKS ODNSnNCBON LATEST E%0 AND ME Ott C LA QUINTA STANDARD MANS DATE MGM 21. 2m1, OR LATEST EODM 2 IT 91ALL BE THE RES'MS®ltt O ME DDELBPERroWNRR DR CON IRACTOR ro APPLY ro TIE Ott BY LA QA TA PUNK WORE SDP 2 0 0 4 - 814 OEPMTYwT FOR ME NECESSARY PERMTS AND ro BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WEEK ALL CIFIRENT ENNRORRNEAL A PORTION OF THE SOUTH WEST 1 /4 OF SECTION 18 REQIlA7DH6 01fiNG ME LIFEO CONSTRUCTIONACTMIE6 FOR DES PROEM. AAIIXNAL SnIDFS AND/BA REIOOYS SEAT ff REQUIRED. L IT SHALL BE THE RES'a1�lRY OF ME DM430Pw OR CONTRACTOR ro APPLY ro K CJtrONA OfPART0T OF TRANSPORTATION (ChLTRANS) FOR M DOMAOMOT POINT FOR ALL WON PERFORMED WOOR THE SEATS MIGHT C WAY. TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNADINO MERIDIAN ALL POINTS PUBLICC � DEPBARMNT 448TY ORHWuRS PRIOR ED OR NAY CLAIM AGlNOES BRUSHING OR CLEARING a THE CONTRACONTRCTOR SHALL NOCONS TTKEAIN AND EA01 PU'� O ;lAN AT (760) FIDE -FIRS AND 4e HOURS PRO ro R0.0aG TCON APN 609-070-028, 029 STING ARE DAM N M APPRMAOW WAY E ONLY. ME CONTRACTOR t DIAL ALL DE THE . THE & THE LOEATIC6 6 EXISTING IM UBURES BEFORE ERUCT O Al EI16 UTJDS BEFHRE NC HE AOREES ro FULLY RESLOR�IE TOR MT AND AL DAMAGES LOC NIGHT By UCILY LOCATE A RY LOCALE AND TOR RE .ANY AND ALL UiREGUL WEAN NIGM BE OOL1901 E ES HIS FALMRE ro FORM. WARNG AND QIDE 7. CONIME S RESPOR90E FORME . RPEAON OR RELOUOVE C ALL II II &TIE .WOS TYPE A OTY DOn, SKINS AN TRAFFIC FOUL ff APPROVED BY ME PET f11OEDt FRAM SIPPING. SH & SHIM NAME 9G6 ANDARKER [TYPE A DENS iME AND LOCATION APPROVED UGODS AND TYRE AND LOCAnCK SHALL AP CT RK ON I I OR SHwl NOT T N YN06 NOTED N THE at DOING a CONTRACTOR SHALL Nm DISTURB COSMIC R BOC ED Of TH CB 2 MAW SHALL EE SORE BY A REOSIERED aw wOHEFR WN Ill RfE HAu1BErN BELOW ]S96& OR A C S ALL DOME BY A E SM AN .yIII I W I W=4.0 FT 11ON5ED LAND SARVEYDR ONLYREPUf21mMT III CONSTRUCTION OPERATIONS AND MAINTENANCE O' EOUPdENT MTHN ONE HALF MIE O NDMA1 OODUPANCY SMALL BE Ri6OMD ONLY S I FT DURING ME M FORMS AS FOLDS OCTOBER 1ST TO APRL 30TK' MaEAY - FRDAY 7:00 M TO &30 PM SAMIDAY &OR a TO &00 N MAY 1ST TO SEPTEMBER 30M MORAY -MAY &00 AY ro FIFO PY SATURDAY &DO AY ro 5m w WORK SHALL BE PROEWTED AO KI I 18" INV OUT 139.66 nME OM SUNDAYS OR a FEDERAL HOLIDAYS. _ ---------------------------------- - - - - - -U.NL TM`.flED WAYS MUST BE CLEANED DALY O ALL ENT. MUD AID DEERS DEPOSITED a DELI AS A RESULT O THE GRADING O ERATux-----/H-3.5 3 UNDERGROUND STORM TRAP UNITS CU ANWC 6 TO BE DOE E0 ME SA AC OF THE Ott ENOEER. 2 O I I APN 609-050-001 Vstoroge=0.57 AC.FT ,x ALL CONSTMUCIIN AREAS SHALL BE PR PIXY POSTED AND LXNT) N CDOMANCE NTH ME STATE MANUAL O WARNING SIGNS. LIGHTS AND DEVICES FOR USE W THE PD6O8MNO OFWORK UPON W"AYL N OWNER TOOMEATE MY HAZARDS. WSL 100YR 24HR STORM-143.43 13. CONSTRUCTION PROJECTS CTS O URBDtG MORE TEM FAGES LIM OBTAIN A MARGINALMARGINALPO.UlMT 06WARO EUMNADM SYSTEM (WOES) > N N_AsSSUME(t) - - _ - - - - - - -T. PERM OMD6/MMIOI 6 ARE REGAINED OTO FILE A NOTES OF WEEK! (N0) NTH ME WATER MOURCES CONTROL BOND (SWRO) O I to PREPARE A SMEAR WATER PCWTIN PREVONDOR PLAY (SMPFT) AND YOIDTORNG PLAN FOR ME SITE ME NATDIUL POLWAYH DISCHARGE 0 EENNA710N SYSTEM 6 A NATIONAL PROGRAM TO CONTROL NON -PORT SOURCE POLLUTANTS GARBED BY STORM WATER. THE PROGRAM 6 PIFLQIIED AND DPORIID m ME STATEWATER RESDIRM CONTROL BOARD I - ® G 14.0ME CTET RETANS ME RKHT ro REG URE PUN REVISIONS AS NECESARY. SUBSEQUENT TO APPROVAL. BUT PRIOR ED COMPLETION! a' n ME OIPROSDIFNR 910TN OR THEY MANS. IFMY NEW SKEET TFROVEIENIS HAVE BEEN OWNED BY THE CITYOR A TOR. PARTY I ii I C OWNER/DEVELOPER YAM BE IMM OAT MONEY OF THE NRAVDDNIS PROPOSED BY INESE PLANS DART IMPACT THE DESIGN IN TY OF ME DMOVDIENT PROPOSED IN THESEPUNS AS COONNLY APPROVEDALLWiS SNOLUOWT NOT i NTO OP ED OAND ROVG615 HENI 00NANO AS A RESULT OFANYLESCN REM90NS SHALL BE SCENE BY ONE OOS NOWNEN7 OISOa g 0 IS THEY RAMS ARE VIVA TODT FOR A PERIOD NOT DEI HTEEN (18) MONTHS RAOF IMPROVEMENT DATE APPROVAL IMPROVEMENT SPONSOR SHALL _ I ENTIN FAMILY TRUST JACK ENTIN BEAR ALL DOM ASSOCIATED rnH M MA NS. ANS. MAW BUT Noi UNITED TO DESIGN NDffRm'Dmr WIN OR LAWS Dr cOSis, TO AFFECT COMPLIANCEY NEWO ANAL OMTOM ENACTS. OR ADOPTED BY TIE CITY OR OTHER I a 9332 STOCKTON RD I M W SUBSEQUENTSTANDARDS.NTHE PLANAPPROVALAPPROV ja Q MOOREPARK, CA 9302E GRADING NOTES TEL (805)523-9335 1. ORAOMG SMALL BE N ACCORDANCE WN ME DNONEgED CRACKING REQIDARr6 O ME u6FORM OWE. LATEST EO110L AND SOBS REPORT -9469) D IIEDOIG DATED DEC. OO. 20N, PROJECT SE ATIODIA TEL NO CRY CONTROL PREPARED S BY ENGINEER sYHA1 EXERCISE 96FXIFINT 9PfRN90RY CORTRO OUTS. f%tIDPIG ro N9EE COHPUANBE WN ME 2 ME SOTS wm&w AND ME HEIR PLANS N° TEN RD&EW MENEOUN PURE ° UTILITY PURVEYORS 1 ME TWAT OS, wOEDA SNNL EAROSE MFICEIRI COR1H0. pnaG GRADING AND CORSIRHCDOx ro wSIOE COMPLIANCE WM THE MANS HAULDMK YECFXARNNS ANDCODE Ana HIS POMW. O 98 VALLEY WATER DISTRICT 4.COACOIRNG TINT P OANNG aMRAND DAMAGE AID PRIOR JA ENT PROPEOR O PERMANENT ORAINABE SIRLICTIJRES 7DPORARI' DAANALE CONRRO 9W1 BE IR0IOED AND ADJACENT (760) 398-2651 (760) D A Mitt. L AFTER QFA SMLro A QLA O NG G FDOSIRD OROU1D STALL BE SCANTED ro A MINAIW C 34' FOR SATING AREAS AND It FOR PAVEMENT AREAS OR AS RECOMMENDED By 1 TIME WARNER CABLE ME SOS REPORT. REPORT. ANAL FLL SLOB DULL ff zI. & ME MSKALL (760) 340- 7 312 7.& PROS E COMPACTED A HIaW O 92E RELATIVE SE PER OILS REPORT. POND AND ME ABOVRXI SPEal VERIZ( N M BU I GPAD A SHALL BE MUM O A VIOIED BWDFD PAD NIIEIACE PULL S 2E DRANABE 0.50 BE A MINIMUM O &S OFD AND ff CONSaWTFD A WDIW O 2 FROM ME NOR O CUT DEEP n OR SCORE O SI17AS 9UIL ff 0.50i AL FILL 40S ME 1-800 83-5000 THE a DIAL BE OWPAC A OR A9Ett (ILO) MRO7HT O MAXIMUM LFN9tt AS DETERMINED IN ME IASORY 7010 LADE SECSECTION B ' GAS THE GAS COMPANY OR OM APPROVED B T on CN BUILDING 0DZ OR COMMENT AS AHFRp1ED m ME an wDICRIE FIELD OEJ19ty SNNl BE OElOOO`ED N A[NNDMLE WEN ME LE6ORY BIADINC 000E SEC71OR 70D2, i-800-427-2200 VEL OR EQREET SE AS BARE TENT TI ME Ott RAIN SE la Al. STREET YC7AN2 ARE TENTATIVE. ME HaMUY SECTION 6 P At OVER 4.5' 0019ED AB_ AODITORAL SOIL TESTIS) SHALL BE MEOWED AFTER TWIN N TWO STORY IMPERIAL IRRIGATION DISTRICT GRADING TO DEMME EXACT SECTION IEgEE1mIR THE CITY ENGINEER SOUL APPROVE THE MAL STREET SECTION OFFICE BLDG. I 1-800-303-7756 11. 71E Ott ENGNFFA WILL REVIEW FOR APPROVAL ME FINAL STREET SECTIONS AFTER SIRIITIAL O •R' VALUE TESTS FOR ROADWAY SUBUX LOOMIONS O FIELD DENSITY IBM SNNL BE DEIEINMED IRE THE SO& EMONEER OR APPROVED TEST AGENCY AND SHALL BE S FFIDENT N BOTH HORIZONTAL r AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING O AL FILL ARCED 1ESRXG N AREAS O A OUCAL NATURE C SPECIAL DPHAStS BULL FF=150.5 I FNMA DIM AL CO ro ME NOFNAL O APPROVAL W BESS RIPE R FHA D FA01 TEST ST BE ,x ME FNAL AND APPROVAL ICE SOS E,K3NDA SSA MO PAP 150.50 IMREEOFTO 01-F COKE R SMALL NOTED FOR BACK NEST. SIFFMENT DDI7F® WEN ME 1EOHW D ME OFMACE E SAID OR OOSE RING AND DIVES BE NOTED S NTH THE N ZONE C NUMBERS C60245-2 SHALL B T)WSW,vuwy T OF T ONVES 119E NI ME FIELD 1E0000M. ACC D ME ACCURACY RI R PA-G. 13 NAIDNII DB19tt OEEDONATIOR SHALL R PERFORMED ro RACE WEN U7FANS DIAL BE N MACE AND INSPECTED PRIOR ro PANLNa oK1UOIC BUT NOT UNIED ro ME FOLIDMDIG SEWER. ALL IAOELECIPtD 060245-2260 D. 260 D. ASANED WART GAS AND DRAINAGE O B I AL UTILIT 11. THE FINAL UTILITY IRE BAODLL REPORT fER01 M PRQ[CT 500. DKAIQR DULL OIOLOE M APPROVAL STATEMENT THAT ME BAODIIl 6 SUITABLE FOR DE xTDDED R2 EARTHWORK 1& BLOC WALLS AND WALLS ARE NOT PARR O THE SEATER FOR SEPARATE NADNG PEINIi(5} F STORM IDU dEONG IS RESPDI9RE ro PREVENT LET CONTAMINATION CC STON O SUBSEQUENT 16. ME CONTRACTOR RESPONSIBLE DIFIERNE CUT 2.569 CY OR FACTIONAL ME CONTRACTOR X RETI NI RATION FACIA O SHOO ORANA¢ RER DR ED AIL OF 17. Br M CPRESDaL ILNEE PRIOR 8 RENAL ACCOITFOREMAN OVER IX.- 2.351 CY OFTH FINE LTMIIDT, N ME PRESFIKE C ME Ott INSHC1aL A PERECNANQ TEST DESIGNED ro CLEARLY OEYONSTRAT ME ilANC7WIAL ABEWACY O ME SHALLIMPROCONDUCT. On K E T DEMONSTRATE THE \ FACURES. In ME CONTRACTOR DULL PRONOE WIND FA09OR AND DUST CONTROL M[AFIRES AS ROUI✓m By ME FUGITIVE OUST CONTROL PlN1 APPROVED FOR 1R5 SUBTOTAL - 4.920 CY FILL 2.226 CY BUIUMG PAD AIR. AREAS 91aAD ff . IO ]TENT BELOW F7aS 5 at A IDaAN a : GRIT BELOW BE ro A MINIMUMOVER-EXCAVATION IA 00" OVER IX. 2.35E CY O EST FO DI LOWER), R FEET m DEPM O ME DEEPEST FOOLING LEVEL (YMILpEVER 6 R W EA ME ALES 94 LW HAVE ME WIDER FILE O FEIENG P WALLS HAVE ME EOLDDATOR F 910M TO ME BUILDING PIS. fOmNGi ADONS. Y SRNCNRES SIIOR AS GARDEN XC 9TH EF Fx10A FOR 5 FEET PREPARED SCARIFICATION N -1.969 CY HEIORAEE ONLY TD E RECOIYDAADaS ME LATERAL FXIwT C OAR-IXCAVA7KN IIIfD1 CLAY ro RTpD 2 MET BEYOND ME FACE O TONING VA N FOOTW SHRINKAGE (MSS)- 989 CT %) M APN 609-070-047 INDEX MAP SUBSIDENCE (127-5.087 CY SGNING A, STRIPING NOTES - CONSTRUCTION NOTES AND QUANTITY ESTIMATE PRECISE GRADING O7 CONDIRucT 6' CURB PER CITY OF LA 1NENTA STANDARDS 210 WITH V CURB FAM CONCRETE PER GREEN BOOK (CLASS 560-C-3250)_ 1414 LN. FT. O2 COLKIRUCT 3- A.C. OVER 4.5- CAB. 38,277 SO. FT. Q3 CONSTRUCT 6- CURB AND GUTTER PER CITY OF LA GUINEA STANDARD 201. CONCRETE PER GREEN BOOK (CLASS 560-C-3250) 171 LN. FT. QS CONSTRUCT RAMP PER DETAIL ON BEET 5, CONCRETE PER GREEN ROOK (CLASS 560-C-3250) 6 EA © DwALL BLUE RETRO REFLECTIVE PAVEMENT MARKER 2 EA. Q7 CONSTRUCT 5' THICK 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 2. CONCRETE PER GREEN BOOK (CLASS 560-C-3250) 168 SO. FT. 0 CONSTRUCT 4' THICK. 4' WIDE CONCRETE MEANDERING SIDEWALK cmatm PER GREEN BOOK (CLASS 560-C-3250) 4250 SO. FT. O9 CONSTRUCT CURB TRANSITION 6' TO 8' 20 LN. Fr ® CONSIRUCI 3' RETAINING WALL PER SEPARATE PEAR 445 LN. FT 11 CONSTRUCT 3-1/8' THICK IMERLOCIQNG STONE PAVER OVER 4' MN. atus HED AGGREGATE PER ARCHITECT PUN. 360 SO' FT © CONSTRUCT CONCRETE BAND. CONCRETE PER GREEN BOOK (CLASS 560-C-3250). PER ARCHIME PLAN. (PED. 4' THICK. VDL 5.5' TOOK)- 120 SO. FT ® CONSTRUCT 5'X5' WADING CONCRETE PER GREEN BOOK (CLASS 560-C-3250) 75 SD.FT ® TRUNCATED DOMES PER . .PER CSC.CMAPF'ER.iIB,' THAT EXTENDS THE FULL WIDTH OF THE ACCESS AISLE AND 3.0' IN THE DIRECTION OF TRAVEL. 48 SOFT I.OAIIN 19SYA1L SECTION "D"-"D" NOT To SCALE SEE SHEET 3 -12,518 CY SCALE: i"=40' 1. THE OFT RETAINS ME N O ro REQUIRE PLAN REVt9DUS AS NECESSARY. SUBSEQUENT To PUN APPROVAL. BUT NORTH NET IMPORT 7,598 CY MOCK TO COMPLETION OF ME OPROWMIIX6 9400 ON THEY MS IF AN RAY NEW STREET IMPROVEMENTS PRICE! NTS M STORM DRAIN CONSTRUCTION NOTES BEEN INSIALED BY 111E CRY OR A DID PARTY WT1a THE IMIEDUTE VK WET OF ME IMPROVEMENTS PROPOSED BY Dag MAIL F CITY STAFF DETERMINES ME NEWLY INSTALLED 06'ROIDMM IMPACT THE DESIGN IMMUNITY C THEE PLANS AS C GINALLY APPROVED ALL COSTS NQBONG BUT NOT UNITED TO DE9CK AND MPROWImNT O1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF LA GUINEA STD. ONE,300. COST& DROWNED AS A RESAT OF M DESIGN REASONS DULL BE BORE BY ME IMPROVEMENT SPCbOM WIDTH (W) AND OWN (VBeptN) SHOWN ON PLAN AND 4' GUTTER OURRES90N 4 EA x ALL NON SHALL BE DIE N ACCORDANCE NN THE STANDARD 9PEMCATI00 FOR PUBLIC WORKS C061RUC1pR O INSTALL ADS 8' N-12 KYLOPIAST INLINE DRAIN WITH STANDARD 8' GRATE 6 EA LATEST EDITION. AND RIVERSIDE COUNTY STANDARD RAMS LATEST EDITOR HEREAFTER MOM TO AS THE STANDARD SPEOFGTIONS AND STANDARD RANT UNLESS OTRRWSE SPECIFIED. O INSTALL ADS B' cusTox RED GRAN BASIN WITH STANDARD 8' GRATE 6 EA, 3 TRAFFIC STRIF% RATED PAVEMENT MAKERS. AD SIGNS (DWI PAVEMENT IEli)D5) SHALL COMPLY NTH ME LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD9'EOXAIIDUS HEIE.SFIER REFERRED TO AS ME 0 INSTAL ADS 12' CUSTOMIZED BRAIN BASIN WITH PmmRAIN H-10 RATED GRATE 3 EA STATE STANDARD SPEcnCATIGNS AND SEAT STANDARD RAMS 3 EA 1. PAVEMENT LEDGES SHALL MATCH OTY-OWED STENOS CAL CITY NSECTOR AT (71i0) 777- 7075 M MAKE OF FOR RENTAL Ott STENOS OR NFORYAIION RECANDNG MODEL NOS O Ott SIGNORS O INSTALL 00 GAP © INSTALL 36' DNA Mona WITH FRkmE FOR ACCESS OPENING AND Stan LADDER AS APKC-81 BY ONSIIE CONTRACTOR 6 EA S RAW PAVEWN7 MAMMYS DIAL CO DEN TO THE PROVISIONS N SECTION 85 O ME STATE STANDARD O PROVIDE 36' DA ACCESS OPENING AND SOURS FOR STORMIRAP UN95 6 FA. 9PECFKATXNS ENO➢ED PAVEMENT MARKERS AGE9W FOR PAVEMENT MARKERS DUAL WIFON TD ME PROM9DUS IN SECTION 95-2.04 HE THE STATE STANDARD SEOXAOR6 ENI TED RAPID YID EPDXY ADHESIVE FOR V. O INSTALLi,e ORYTRAP' UNITS MI. II, IO, N, V) AS INDICATED ON PLAN. 63 FA PAVEMENT M ROM & NAM SP PES AND MARKINGS SHALL BE ARCED IN TWO COATS WEEK REFLECICOZED MARERAL N BON LOAM Q INSTAL 12' FEICK RCC SUB AND FOOTING AS SHOWN FOR STORM MAP UNITS BY ONSITE CONTRACTOR a36 SO.FT AND SHALL WFON TO SECTION 84-3. wnnED PANTED TRAFFX STRIPES AND MOMENT YARIM AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. _ O WALL 12' COARSE AGGREGATE (3/4' SIZE) BY MGM CCEMuclOR 558 SO.FT 7. ALL TRAFFICSTiPNSED G AND PAYMENT LEGENDS AND RAPAYDE EIT MARKERS TUT CODLICT OR CONTUSE 0 INSTAL UWAUL PEAS' PRIMARY SETTING CHAMBER PER DETAIL ON STET 7 2 EA TRAFFIC AS A RESULT O ME NEAY INSTALLED WORK 910M ON INS RAN SHALL BE REMOVED BY NET SANDBLASTING OR GRINDING. © POSTAlLA% L WELL PLUS' SECONDARY SEEKING CHAMBER PER DETAIL ON SNEEF 7 1 EA EL DEEMS FROM R ADVAL CMDON SHALL BE CDNTAINED NO/N ME N WOAREA AND ME CONTRACTOR STALLR TA ALL PRECAUTKNS NECESSARY TO PROTECT REASONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. _ © INSTALL ADS N12 STORM DUN PIPE AND FITTINGS SIZE AND SLOPE AS NOTED ON RAN 1242 LN.FT ME DEERS RESULTING FROM THE SANDBLASTING SHALL BE IYYECATELY REMOVED AND DISPOSED OF BYTHET ROADWAY BE REMOVED © INSTALL FINE SPUN NON -WOVEN DUPONFS TY➢AR STYLE 3601 (ALDRICH SUPPEY Co.) GE-TDORE FABRIC OR CITY APPROVED FOWL - 558 SO.FT CONTRACTOR. OEM WIN THE SHALL BY MECHANKAL SWEEPING OR NOR -POWER VAQAM. a SCARRD PAWNwT SURFACE RENTINGOU FROM REMOVAL OPERATORS SHALL BE SEALED NTH ASPHALT PAINT V CONFORNG ED SECTION 203-8 O ME STANDARD SEOIURONS SCARRED AREAS RESULTING FROM NON OR ORAPHC LECDO REMOVAL SHALL BE FULLY COVERED WN M ASE%XTIC PAINTED SOUAR OR RECTANGULAR SEAR 8 8' 90 TUT COMPLETELY OBLITERATES THE OLD LEGEND FOAL. PPppM0 f -" ILL ALL SIM SNA L CCFCN ED SECTION 56-2 ENnnED WADSDE SIGN,' AS SPECIFIED IN ME STATE STANDARD CP BY AAFACEW OM,Y/WSPEDFTCAlINS SIGNS DIAL BE REFLEC70RZED DEFT AWIINM USING DW mman GRADE SHEETING WIN ON /1160 PROTECTIVE OWRAr FILM OR APPROVED ECUM. AL SIGNS DULL BE MOUNTED NN TEFT/VANDAL-FROOF 3' 5' APPROX v I PL FASTENERS, CONTRACTOR SHALL NSiNl ROADWAY SINS AND POSTS PER ME SIGN AND POST Soma ON THEY _ 1.OXYN. 5' APPROX. PLANTS tE165 OTERNSE NOTED.V 3. 1.0%MIN. 2.OXWX IS IS' 10 11. PFR WWRN[NT CODE SECTtlI 4216. IFnTHEWORK 6 N M AREA WOW 6 MOM, OR REASONABLY SHOULD BEKNOWN. TOCONTAIN 91BD1REABE NSIAUnONS CONTRACTOR SEAL CONTACTUDEROROUND SERVICENOTE N �VT \%• - �!` (U.SA) AT 1-800-422-4133 AND OBTAIN M MURY IDENTEN ATICN NUMBER AT LEAST TWO WORMING DAYS (48 - ��i; l.. /•, • G S;`> >i:;;:'�✓. .i✓ i,'! H(�,�.; i...>�i3lTf\`i,\ '0 ('. DOSIING HON$ PRIOR 10 CCWF7IONG Mr MGeH CHAT PENETRATES DE EXISTING 9IfA� (%t011N0 ) 1z c uAClr DIAL BE APPROVED BY CITY DEPARTMENTTO PRIN ro APRXA,n01 C PGNA7ENT I 1 2 2 3 'A' PAINT. ENT 48 MO PAINT. GONE ME CITY waxmlD DEPARTMENT b HOUPS PLaat ro U1Wi. OWALLED IN � AREAS SHAUL BE IN PVC SIM TO FACILITATE 13REPLACDMEN'T. 1' 7 DOD POSTS 994AuS HAVE X Ir CONCRETE RU D�aDa R WORD ME POS CITY of QUINTA 4 t No. DIE& GA j, �� BASIS OF BEARINGS APPROVED BY: CRY OF U OUI `Ql`'`O1H O'TUC4�Y.SEAL SEAL PNEP'w�TOR /lo 'I�Vn( W D B/519 OF BEARINGS 6 THE CENIERUNE OF s /YID CITY OF LA QUINTA V WASMNCTON STREET. AS SHOWN ON PARCEL I:O. PdI FµpFC59,AR, to pfESSiOy L �d NAP 27131, PER PM 1B1/87-91 TAKEN i R.D.Ivlvice y 34P P Jy4e �P��y K `84o4f ENGINEERING °RA"'I B` TITLE SHEET OAT 7: '� PNOLP K. FOIDiOR PE. R5. 04_i4-OB AS N OQ 11'OTE • �.+ T;, ¢a pDI. OATL 12/ll/07 1MD CBO L geTGr W Qp m RILS NG NEe4 oM TILE No. IOUS01IGGFORE CRY OF PALM OESEIn BENCH MARK NO. 130. A QFOF F� w: 48 4 " GN.m°.', °x8•s 5°ILs ENCTEER %DL9uNm e.: PRECISE GRADING AND STORM DRAIN PLAN 1.5' C.P.D. BRASS DISK ON THE NORTH SIDE OF 0 * • ,t + ` 4'IVi 225 S. CmC DRIVE. SUITE 1-s PNF LA QUINTA BUSINESS CENTER 4_em-a7_zOaO FRED WARING DR. WEST OF WASHINGTON ST.. IN 1� j" �,W�I d' d'< PALM SPRING$, CA 92262 SHEET SHEETS THE SOUTHEAST CORNER OF CATCH BASIN ]S E w1E Grp LYVG ?� Orr orva �?� . NEIIH D. FUCKEER (760) 32]-1842 FAX (760) 323-1742 WTDNED W. SDP 2004-814 RNRU¢ s Han FEET WESTERLY OF THE WESTERLY ECR STAMPED DAtG M:: DaN APPR MlE wNMC ONE" /CITY FNaxBEA °r DAUF Or CAU1F xDACAL FNONEONNG PNf SSW 1/4 OF SECTION 18. T.5 S. R.7 E. S.B.M '� 7 uDOGPGAC �MIa "AXED '130' EIF/.e 119.037 (NGVD 29) DIKRIDIA A.c.E ND. 00WN6 lx-ll-os __ RG.G W. "I DauFs 12/ll/07 APNO 609-070-028. 609-070-029 m O.var um o raoa a nvaa I w — w Awe PRISE A' ROUGH GRADING (SITE PREP. J YOB6174IR A) CONRNUEO a �w_�t��awiA�inv�i.w�u nl�a�nnm 9®r aAwi p� wv � rn auarrorunr�nm nu rmaw om[muau wah umr �oarmwnm ra �xx �a�a viliM iw"�aoeR nMwoc� aoms xa4uotrwnno mnren wo �n 'Y m�i9ev wa mromawa.muem PROJECT DATA rm•R.ramwu xa�ic e.oxa a wrote Ors rt _ a �ivaeo sa emr Naoma awm4rJian eul i rmrm x we bran namsmre ��. w.ro�.xmsawxw �van� _ 1',Mm b.�iro�"r �� ��' mvr�w'm ..xnon+oewea ��r'i �' �Mo6%fir�xvoWary NAMING PROCEDURES m �� r uwum.oe. w'��p ��� � tamnmlu.d�mm.m®mee•de.mia.•eermpn EARTHWORK mrUA�NRTY ESnMATeaS mMAxrm m�wu®I N �m 4 Teeem mm m.o eepmmmb PmammmgmeM �. c hmwrma aoeA Jrmreeaanoa oemeonmb ml AOYim mmaolm alw eabmMm:s �M.o.a• we.wremr... �� IhambeN ama..oJleew.®dm xdmJmmeemrt mrm. .mm droe®ea.re...ue.ee m.m e...amw.�I.ImR.lenm wm •+wa Jemyeemle •ncW our eLA C If� .ibwe eeebiJ. m.a.eNRVmtipPal@IeeY •a eede� m•lammq Mobem drove e•eµgmPUW .nwrmeaJ xom r mrw.crar �Aoawrw rmcr. xvYmrm la..v�en0 PHASING OF GRADING ACTIVITIES SITE SPECIFIC DETAILS �'. ly.M �n)�um �Mm�wlII eo mwMwam II•AII I• _ PMASE'B^. ROUGH GRADING (MASS GRADING, PERIMETER WALLS) PiAGRhE PMro DUST CONTROL MEASURE'S _ aenmr n r� � - ar of arm( me(iam h .m rme e n Dwmq car w"Al µ UUNG PROCEDURES me Jtr m pore � uum � e• d eumme .e tr mpn _ rm�ir���4aau ® "wa��� hme cos Auee o4..em rol. olm u.mo.dApeMrN®. r A auaw �� Jeer lv...m Pd4 R+�mO bmwmvmmd pm PY. NI . e�eb .ip mm ain ue con p,.d esn wo re �xo w .ezb figsd ua _ g a tea.. Nam ewY� mM.m� a� er an m . lK ..JxJ, ,®.r,..a.a •..eawa.•J:. [ upmla..o.weeeeem meY Aeets el.m NAw�b mme.y •io eeb earl Fucfnw ire DUST CO�I/vOl� OfiARS ee..mmmw meml mem meemvdmm nsspmrtyim m navaN� war mr.ro Pr mcem�.een.w eeeme.4.imurroa.....�ma� _ SITE SPECIFIC DETAILS, uwmr�l�u �ume�a�� Pl�r A? ROIAGIi GRAOIAG (SITE PREP. ! MGBR/UTNW) m Raw .. w., � coo v®a rM Ara xaa w.dc PHASE'C', FINISH GRADING (UTILITY 6 STREET CONST) x M�no.ma���yrp�a m� Mw6]ar�m m s m xW mamrl na wp qa[ =Z wmnrm.�.m w�A.� PHASE -C` FINISH GRADING (URLITY 6 STREETCONST.) CONTINUED �Rm� nanan IeaP u �a/O aMva. aoomV nrAram: 14r rnr inmua wAaw¢ nzl eo.00n rams HAUUMPROCEDURES • Tmn.emmemnmm.mim®olmaF e•dememeee mpoe. 4 hemrnm J.0 eepm+m m.omamumshoeMBeWra. e him nA Rpm memo pewereW Pemm OmuA me A.Wae Nw v.edpe Pe• n� Jra A dA %daplmm rmR 1 J ���mmNMr�mb�m crow. e. oumem®mru r.. mo ma.ex4m.amma ••mdu•�l TaeevrlO�tln 1 eemB [ If�pulmm. ed4eeY 6mNY oem elO Yrlmb Jx¢meY •a evyemre mma•+.w]meaamememdJrawv.y rWmel j r]zecmemo.. �Y aee..d e. r>mrmae......map t . PRISE •OS RNSH GRADING (&DC. URL, BLDG. CONST., IANDSCUNNG) iJJt Ym u �arnva worncr�A� .u�a i I �� Am Aewlan awM� rneY own —T Rri n,.o nr r.o. axlamo] m.m •, � i � wmaD W sxw a rY✓�a ' i f -�A. 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A T.A'r��wm•nv mAawn�A ma°van n<.mrm�r �` I I C BERMUDA .. _ DUNES PNAI RESENT - INDIAN WELLS' -U OUMTIt`; I VICINITY MAP ADZES i) mecum w-10 Ml: W000 1) x0 emom[ a -al[ ♦1 iI[�i�swaaA�: m : r(INSTRUMON NOTES 0 rar.a..axwr.,,ef.meem.am� ( rarrA wraa pa Aim R m.rMrema m� a Responsible Individual Dust Control Les rsm.mm.®dm: aymemea.mmanme;m,mnwwromrde� A. me.�n.lme��wr m>m e. m.,A;ml mJ�.m'rm��'I��"�e°•mJP> m,maem.®d.me.mbewleawl:ur hd ]a eoen tp mr l mP P • rel Oam 0e een Y 0e aoirtl, la Nw a�.e.ae,mY•e>r�mem�m.l..amm�.mmmmm+m. m�lae�e eo ue un eem bmmema. we.Trmkre me er m9ea Jrb emmlr m�+me maea I Jmm,°�n m.l e... �eADam®mrvW.emmd. ApMRpil]�/ Yv1^IN alfe a. cT' DI Ul OUINTA City. of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5083 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.cbnditions 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: ® R7 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. ® RS 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 ''Y2") 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 property 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. ® 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 6.3.061 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 ( "" N/A "" ) inches of A.0 surfacing placed on a ( '" N/A ") inch ("" N/A " ) 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 bamcades 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.5083 La Quinta Business Center/Precise Grading/SDP No. 2004-814 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the.satisfaction of the City Engineer. 2 3. 4. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. J.H. Thompson & Son's, Inc and/or Entin Family Living Trust, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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) neither before 8:30 a.m. nor after 4:30 p.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. t Special Conditions Page 1 of 6 PERMIT NO.5083 La Quinta Business Center/Precise Grading/SDP No. 2004-814 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. Building areas should be overexcavated to a depth according to the Geotechnical Report.. 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. 10. 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. 11. 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 12. Any land on which Williamson Act.contracts apply shall remain undisturbed. 13. 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. 14. 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. Special Conditions Page 2 of 6 PERMIT NO.5083 La Quinta Business Center/Precise Grading/SDP No. 2004-814 15. 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. 16. 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. 17. 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 Associate Engineer at 777-7089 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. 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. 18. 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. 19. 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 20. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 21. 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. Special Conditions Page 3 of 6 PERMIT NO.5083 La Quinta Business Center/Precise Grading/SDP No. 2004-814 22. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 23. . 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 Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 24. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 25. 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. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted. for the remainder of the project. Special Conditions Page 4 of 6 PERMIT NO.5083 . La Quinta Business Center/Precise Grading/SDP No. 2004-814 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. 26. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 27. All landscaping, irrigation, decorative rock,.decorative concrete, lighting, etc., shall be replaced to its original condition. 28. Access and egress to all local properties shall be maintained at all times. 29. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. .Special Conditions Page 5 of 6 PERMIT NO.5083 La Quinta Business Center/Precise Grading/SDP No. 2004-814 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 ii" 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 V 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. 30. 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. 31. 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. 32. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 33. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses. in Jaw or.equity that may arise out of work under this permit. 34. 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 Date: 6'- -M W TH City of La Qulnta Public Works Engineering Department Inspector's :Daily Lbg Commerc.ia.UResidential..Develdpment Weather: Clear El Cfoudy D"Rainy ] Overcast El - Temperature Range: _jCe� Wind: StiII.El' Moderate [I High TPAC,7,.- \jEs 7— M-O Lff = Y�w% 1�-sntj F— LA. 3- Page T:'ST.AFgK=—rY C""StinckPO—Wi1yInspecioes Log ' ' .doc Date: 6�1 / S M T W TH F S City o f la Quinta Public Works Engineering bepartment Inspector's Daily Log Commercial/Residential" Development Weather: Clear ❑ Cloudy E3--R-A my ❑ overcast ❑ Temperature Range: y/a Wind: -Still ❑ Moderate [-High ❑ /�t/l�i�CGllr2 / 1%� 4/1/ /T� By.: 'eawoe Title: C'awtutdion 9n612ecto�,c Page of Date: I-ZI �q,;Z S IM PW liu= City of La Quinta Public Works Engineering Department Inspector's Daily Log Commercial/Residential Development .Weather: Clear [3—Cloudy ❑ Rainy ❑ Overcast ❑ Temperature Range: Wind: Still �oderate ❑ High ❑ By: 46ne Title: egmtutction jiwpectvn Page / of _ Date: S M T W TH F S Aey . City of La Quinta Public Works Engineering Department . Inspector's Daily Log Commercial/Residential Development Weather: Clear 2-Cloudi ❑ Rainy ❑ Overcast ❑ Temperature Range:` Wind: Still ❑—Moderate ❑ High ❑ By: Page _ Title: . e'gwtutdioa .7t oQectvtt . /of /..