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5046wil 21 F0 � I I ENCROACHMENT P PUBLIC WORKS CONS For the construction of public or private curbs, driveways, pavements, sidew works improvements in connection with MINOR IMPROVEMENTS and APPRC Finance Revenue Code E-1 s and other like public _Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:March 20, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Washington Park - Pad 4, Simon Drive PM 32683 PURPOSE OF CONSTRUCTION: Building precise grading plan Ir10t' V a00% DESCRIPTION OF CONSTRUCTION: See Plan Set No. 05214 DIMENSION OFINSTALLATION OR REMOVAL: See Plan Set No. 05214 APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:7 months from start ESTIMATED CONSTRUCTION COST: $15,024.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City. Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La.Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Washington III, Ltd. - Bill Sanchez 80-618 Declaration Ave Indio CA 92201 (760) 342-2674 Name of Applicant (please print) Business Address Telephone No. D.W. Johnston Construction, Inc. 1445 N. Sunrise Way Palm Springs CA 92202 (760) 416-1144 Name of Contractor and Job Foreman, Business Address Telephone No. B699640 5525 Contractor's License No. City Business License No. Liberty Surplus Insurance Co. DGL-SF-184709-016 - 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 $450.00 $100.00 5111000.00) 5 $1,550.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5046 DATE APPROVED:. 3rf Z4 Oto EXPIW!4 TIO\..NDATE-41 Administrative Authority Ue's ClJ �Mto �� PUBLIC FORKS DEPARTMENT APPLICATION FOR PERMIT Date: - '/-06 Tract No: Project Name: J&S4l H�1or� Pr/� -PJy Vicinity:_ Si'konu �l/�y Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) & ld1t, Pnc ,'se rrQ.l N� �lGti Description of Construction (Ex: See Plan Set No. 01234) See //" 5e,7-* Dimension of Installation or Removal: Sew �Dj, u- Cj67w /c/ Approximate Construction Start Date: 3 Approximate Construction Completion Date: _IV -/ 5-66 Estimated Construction Cost: $ / � 02 y o a Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing pernianent_resurfacing and or replacing improvements Contact Name: 9;1/ 3414,L4 Z Phone Number: _TyZZ 267Lf Name of Applicant/Owner: "a;tic-�„ Applicant Address: g'O-6/? 3ie�l.,r�t�i� Ate �Zqd'e G� g2?=01 Applicant Telephone Number: 3y2-a67 Y ' Name of Contractor: Contractor Address: I yN� �.,(/ S ✓ter ��ce �,�, �G/ T ,�,He s 64 9 2 Contractor Telephone Number: 766 - �!/6 _ //yam Contractor State License Number: B <996yD Contractor City Business License Number: tees a'5— . A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liabili Insurance Policy Number: ����>•�Tt�IIT.'T� r - � Office Use Only: Inspection Fee: 4 5 Permit rcc: iov, 0' As -Built Deposit:_ I O 00 '-) 0 Dust Control Deposit: Credit 'r0TAL FEE DUE: Office Use Only: Assigned Permit Number: ^ u Approval Date: V -1 Expiration Date: Issue - Date: Administrative Authority: 62 Jy Mar 02 06 09:58a DW Johnston Construction 760)416-1124 D.P. JOHNSTON CONSTR_UCTION, INC. 1445 N. Sunrise Way, Suite 203 Palm Springs, CA 92262 (760) 416-1144 • Fax (760) 416-1124 2/27/06 To: Bill Sanchez Re.: Washington Park From: Joe Knotts w The cost estimate to perform the concrete flatwork at Pad 4 is $15,024.00 from Performance Concrete_ If you need any further information please do not hesitate to call. Sincerely, Joe Knotts WASHINGTON III, LTD 80-618 Declaration Ave Indio, CA 92201 Project: Washington Park Phase 3B Rough and Precise Grading Surveyor: List of Professionals Stantec Contact: Berny Zambrano 73733 Fred Waring Drive , Suite 100 Palm Desert, California 92260-2590 Phone (760) 346-9844 Fax (760) 346-9368 Soils Enaineer/Technoloaist: Sladden Engineering Contact: Brett Anderson 39-725 Grand Lane, Suite G Palm Desert, CA 92211 Phone (760) 772-3893 Archaeologist: CRM-Tech Contact: Michael Hogan 2411 Sunset Drive Riverside, CA 92506 Phone (909)-784-3051 760-775-7967 PHONE 760-775-8329 FAX D GENERAL NOTES 1. AL WORK BALL 9E DOE N ACCORDANCE WITH T!E STANDARD PLANS OF THE CITY OF IA OUWA AND THE STADUD SPECIFICATIONS FOR KGUC WOOS CONSFRUCTIOA LATEST EDITOR NO THE CITY OF LA OUNU STANDARD PLANS. DATE AICIST 21. 2001. OR LATEST EDITION. 2. IT SMALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE WY OF LA OUNTA PUBLIC MM DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY OHPLANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE of CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDF)O11AL SUM AND/OR PERMITS WAY BE REQUIRED. 3. IT SMALL BE THE RF90NSafl1IY W THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WON PERFORMED WITHIN THE SLATE RUM OF WAY. 4. THE CONTRACTOR SMALL OBTAIN ALL PERMITS AS R ANT D BY THE CITY OF LA OUMA OR OTHER GpflEIDIG AGENCIES. 5. THE CONTRACTOR SHALL MOM THE CITY PUBLIC WORE DEPANTIENT 48 HOURS PRIOR TO ANY WAWA:, MOM OR ME -NO AND FAUN PHASE OF MTRUC ADM AT (760) 777-7075 AND 48 HOURS PRIOR TO REONRNG I/SFCDOMS S. THE LDDAT1010 OF EKISTNG LMER;ROURD URURES ARE SOWN N M APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE CACE LOCATION OF ALL DOSTRIG UNDIES BOOR COMENCOD WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DUNCES WNW MIGHT BE OCCASIONED BY MS FAILURE M EXACTLY LOCATE AND PRESERVE ANY AND AL UOTLS. 7. THE ONTRAM SMALL BE RSPWBME FOR THE R MIA. REPLACEMENT W RELOCATION OF ALL REGUATHDRF WAROIIG AND GUIDE SLAIN& B. STREET NAME SCAMS AND TRAFFIC CONTROL SOW, TYPE AND LOCATION SAIL BE APPRN4D BY THE CITY DICIN E L TRAFFIC SIRPOIG. LEGENDS AND PAVEMENT MARIORS, TYPE AND LOCATION SI ALL BE APPROVED BF THE CITY DNGNDII. 9. THE CONTACTOR SHALL NOT DISTURB D09M SURVEY MOMNEMS W MACH MARKS NOTED ON THE PINS, W FORD DURING ONSTRUCFON. REMOVAL ND REPLACEMENT SHALL BE DONE BY A RMSTFRED ONE E1IGIEFR WITH AN RICE M MBER BELOW 33.966, W A U 060 LAND SRWM ONLY. 10. CM6IMXIM OPERATIONS AND MNTENAICE OF EQUIPMENT WITHIN ONE HALE MILE OF HUMAN OCCUPANCY SHAL BE PERFORMED ONLY WRING THE TIME POROUS AS FOJOW£ OCTOBER IST TIT ARIL 30M MONDAY - FRIDAY 7.00 AM TO 5:30 PM SATURDAY 00 AM TO 5:00 PM MAY IST TO SEPTE MB R 30T k MONDAY - FRDAY 6O0 AM TO 7:00 PM SATURDAY L00 AM TO SO PM WORM SMALL IE PROHIBITED ANY TONE ON S TUYS W ON FEDERAL HOIDAY& IT. ALL TRAVELED WAYS MUST BE CLEAND DAILY OF ALL CRT, MIA AND DEERS DEPOSITED ON THEY AS A RESULT OF THE GRADNC OPERATION. CLEARING 6 TO BE DONE TO THE SATISFACTION W THE CITY ENCNEM 12 ALL oO nWPON AREAS AS WBE PROPERLY POSTED AND LW#IFFD ANCONFORMANCE WITH THE STATE MANWL OFWA000 SUGV, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE W WONT UPON RO WAYS, N ODEFI TO EIJMNATE ANY R4ZADS 13 OMISIRUCIRN PRI ECTS DISTURBING MORE THAN ONE AWE MIST OBTAIN A NATIOWL POWANT DISCHARGE ELDMATION SYSTEM (NPDES) PERMIT. OWHERS/CEVDOPFRS ARE REWRED TO FILE A NOTICE OF INTENT (NO) WITH THE WATER RESOURCES CONTROL BOARD (SWRC8). PREPARE A STORM WATER POLLUTION PEVDOIOI PUN (SNAP) AND LAMMING PLAN FOR THE STEE THE MTIOAL MURANT DISCHARGE EWNAON SYSTEM W A M70K PROGRAM TO CONTROL NON-PMIT SOURCE POLLUTANTS OYE✓FD By STORM WATER THE MORAM 6 IPIflIDOED AND EKORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. TIE CITY ROANS THE RUM TO REQUIRE PLAN REVISIONS. AS NFOESS/RY. SAffOUM R PLAN APPROVAL, BUT PRIOR TO COMiETION OF THE OiROVD1DAS SHOWN ON THESE PLANS. F ANY NEW SKEET IMPIVDEIFIS NONE BEEN 16EMLED BY THE CITY W A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE ORROIE EN S PROPOSED BY THESE PIAH6 THAT IMPACT THE DESIGN INTEGRITY OF THE IPROIBENT PROPOSED N THESE PLANS AS ORINAU Y APPROVED. ALL COSTS, INCLUDING DING BUT NOT LIMITED TO DES 4 AND IYP OADI NT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS STALL BE BORNE BY THE DAPF04EMM S'OSW& 15. THESE PANS ARE VALID FOR A PERIOD NO TO DC® EIOMEDN (18) MOVERS FROM DAlE OF APPROML IMPROVEMENT THE IMPROVEMSPONSOR S BEM ALL COTS ASSOCIATED WITH UPMTIMG THE PANS, INCWDING BU NOT LIMITED TO MESON AND IMPROVp/DIT COSTS. TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS. ORDINANCES. W TAWS AND REGULATIONS, ENACTED W ADOPTED BY THE CITY OR OTHER 1IARSOICTT06 WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE LEGEND AND ABBREVIATIONS TOP OF PAVEMENT ........ TP TO' OF CURD .......... TC RDMUE.............. R FN19ED SURFACE ........ FS FINISHED LAALE ........ FG HIGH PONY ............ HP LOW PINT ...... ...... U GRADE BREAM .......... Ge INVERT .............. IA ROPE OF WAY ......... R/W PROPERTY INS ......... PL PLANTER AREA ......... PA TYPICAL ............. TOP DOSTM CONEOLRS .......-- DAYUGIIT UK .......... PROPERTY LINE .......... FLOW AROMA AMID GRADE .... f TOP W SLOPE.......... TOE OF SLOPE ........... ETmTDIG SEWER UE ....... _-- E70SEB0 WATER LINE ......._- CU/RE UNIT: ....... - PLANO ARIA .......... PA WATER VALVE ........... w MANHOLE .............. W BLOW OFF .............. e0 TOP CLUE ............. Tc SEWER CUM OUT ......... CO SM MANHOLE .......... SUIT EMSTNG FG ELEVATION ....... (IOLIOQ FUTURE IMPROVEMENT 0...... (10L0l BEGIN VERTICAL CURE ....... BVC MOOS VERTICAL CURVE ....... MVO END VERTICAL CURVE ......... EVC LANDSCAPE AREA ........... ES ENGINEER'S NOTE GRADING NOTE THESE PARCELS LAVE BEEN MASS WADED PRIOR TO THE CONSTRUC7oN OF THESE IMPROVEMENTS, PROJECT NOTES IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA PRECISE GRADING PLANS WASHINGTON PARK- PARCEL MAP 30903 - PARCEL 3 NORTH AREA - PAD 4 LOCATED IN THE NE 1/4 OF SECTION 29, T. 5 S., R. 7 E., S.B.M. 1. SODS ENG W R EVALUATE IMPORT DIRT (RECENT W PROPOSED) TO BE CLEAN AND ADEOIATE FOR BUILDING PAD AND PAROIC AM LOAM 2. CU/NL LINE S INDICATED ON SHEET 2 OVIR-EXC AMATON FOR BODING PADS 91A L BE TO 5 Fr. BELOW PAD ELEVATION AND 5 FT. OUT FROM THE BU DDO FOUTRNT PER THE SOILS RUM RFERDUiD HUM 3 THESE PLANS ARE AN EODSON OF CITY PLAN SET 050M D47ED 3/30/05 FOR APPROVAL OF POP PAD 4. CONSTRUCTION NOTES Oj MACTRRCF VY TROM P.tt SOEWW (WITH PER PLAN) PEA OILY OFU QKDA SM 240 2NO Y (CREDOO OOC NOEIE IOC 520-C-25w) O mmRLT F TIMM O00 CRMAACE FOR OEM SHEET 2 2 Q3 C MSTRCT MODIFIED 1AIOr;AP RASP (FITS PER " POI PETAL ON SHEET Z OT OF I LA OUNTA SM. 250 AAD ADA R7711FDDFR F SINE N &INt USE TUTAIXED DOES AS M AN FACIIRED BY VN DUARD ADA SYSTEMS O AMETKA, W APPOVID EOAL O WISTALL EKE R1CIC I THE CC670TICE AND LOCATION W ANY UNDERGROUND Unun PPES, SOELTUE.S• ATD OvRUEMENTs SHOWN ON THESE PANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOCATMI S ARE AFFROAWATE IT 94ALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERITY THE LOCATION OF AL UTILITIES. SRLTIRE; AND IMPROVEMENTS ABOVE OR BELOW BELOW DLSODA W MOr SHOWN ON THESE PANS THE ENUIEMt is TO BE NOTIFIED W ANY DISCREPANCIES SD THAT MY NECESSARY ADJUSTMENT CAN BE MADE N THE AUGIMENT MD/W MCC W THE PROPOSED MFRU41ENS. THE CONTRACTOR 6 REQUIRED M TAKE PREGUONMV MEASURES TO PROTECT ANY UTILITY LINES AND IMPROVEMENTS 900, AND ANY OTHER LINES NOT DE RECORD. AND/OR NOT SHOWN W THESE PLANS. THE CG1WiCTW WILL BE HELD REM61BLE FOR ALL DAMAGE TO ANY UPU7ES• STITUCTURS W OPIR01iMENTS CAUSED 9Y HIS OPRATIGN THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF ADAMS STREET AS SHOWN ON TRACT 2615Z Y.B. Z27/77-85, BONG N DO 20• DB• W BENC HMARV- P.D. 3-1-E 1• I.P. WITH COUNTY TAG 1963 IN HANDMELL AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET. ELEV.-92067 PAD 5 �\ Y ,,,...rn., l 10 : 4� 10 _-900 PAD is PAR"PAR NOR THE KETH COPAOES, RIC MW ES No REPRESENTATION C0CERNK THE ESTIMATED QUANTITIES ON THESE PLANS OTHER TAMN ALL SUCH FIGURES. NCLIOM ALL EMIHWOR NUMBERS. ARE PRELIM ESTIMATES ONLY TE E 80M SHALL MN BE RESPONSIBLE FOR ANY MNCR DEVIATIONS BETWEEN ESOMTED QUANTITIES AND THE ACTUAL gMNDDES AT THE TIME OF CONSTRIICIION. THE CONTRACTOR S R4OISIB E TO PERFORM HIS/ HER OWN TAIIEORS TO DETONIE THE BD Q ANDDkS -s 7H6 IwW1 !-8001-7121-!00 o OU! (�� 1WHODDR01A0 YTRE AFAT ENO, TIECONTRACTOR SHALL P JIIIIWIWI l•4/OAM L�F1 OOF VUNDERGROUND BY WIT ME UTILITY ANOEROTOUM SERVICE ANENT AT 1-600-277-2600 CHAMPION MOTORS yv S:. PAD X. j� PARCEL 4 �;. EX. P RCEL LINE INDEX MAP 9C/ME: r -Tar SOILS ENGINEER STAMEN U40EDW 39725 CMAND UL STE G PAY DESERT, DA 22211 (760) M-38921 THE UNDESIDIED SOILS ENGINEER CERTIFIES THAT: HE HAS RECEIVED THIS ORATING PM AND FEUD IF TO BE N SUBSTANTIAL OYPNNCE WITH THE R.OM EMDA101S COTANED IN HIS SOILS RUM PROJECT NO. 554-2106 DATED AUGUST 2& 2002 UPDATED NOV M 12. 2OD4. THAT HE SALE PROVIDE SOILS EMMEBt SOMAS DURING CONSTRUCTION W THE DOCAVATION AND FOUNDATION PIASS OF THE WORR o L B5D6E COMPAMDE WITH DESIGN aINDEPTs, 9'ECFlDAtt06 AND RECOMMNDATIOIS, AND TO AIDE OFSIOI GANGS N THE EVENT THAT SUBSURFACE CONDITIONS OFFER FROM TWAT ANTIOPATED POW R THE START OF Cd6TRI1CTON THE SOILS DIGI E91"S 1101Ef DOES NOT NCEUE SUPERVISION W DIRECTION W THE ACTUAL W7RI( OF THE CONTRACTOR. HIS S DR MANSIR EMPLOYES �pRFFSVOYY TIE tDMBACTaR FW T6 PROELT 90UD BE IiDRM1ED TIAT NDTIER THE PRi5F1ICE IY 7HE SOUS ENGINDRS REPRSD4rA7NE MW 7HE Y NR D��BTE�1jET�Ssr/I�/0�5W/BpY�nREmsnu�E 9Mu EDONS: ROM INANY E>m. tFJ0N08 /3�9/O S Cam' BRIER DUE: �AFCN cuA� ,RDA 4&769 ' PERMIT: I PLANNING AND ZONING COMPLIANCE: EVMS DATE SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR, IA QUINTA GRADING NOTES ASSESSOR PARCEL NUMBERS , GRADM SHALL BE N ACCORDANCE WITH THE DCNEERD GJAL00 REOIIRETILN4 OF THE UNIFORM BUUING ODE LATEST EDITION, AND 649-0N 017, 649-020-018.649-020-023 SOILS ROW NO. 5w-2106 DATED NWEMR A 12 SOOT ' PREPARED PREPARED BY: EK>r44WNG N0. w m-SB97 , FLOOD ZONE DESIGNATION 2 THE SOILS DMpEFR AND THE OMGNEEP►NG GEODOST SMALL DmC15E SUFFICIENT SUPERVISORY CONTROL DURING GRAmO TO INSURE COMPLLAIICE WITH THE PLANS. SPECIPCI AID CODE WITHIN TEN PURVIEW PANEL 110. O6W09 ODES B. IOIE L WITH REVISION DATE OF AUGUST 19.1991 3. THE DESIGN CIVIL ENGFEEA SHALL EXEROSE SUFFICIENT CONTROL DURING GRADING me CONSTRUCTION TO ENSUE OIPINNLF WITH THE PLANS, SPECf1GTIONS, NO ODE WITHIN HIS PURVIEW 4. DURING ROOK MOM OPERATIONS AND MOR TO COSTRUCON OF PU WRFE DRAINAGE SFRIICNRS. TEMPORARY MARAM CONTROL SHALI LEGAL DESCRIPTION BE PAOVAED TO PREVENT PGNDNG WATER AN DWAIDE TO ADJACENT PROPERTY. S INTER CLEARING. DLSTIIG GROUND SAIL 9E SCARIFIED R A MINIMUM OF F ON THE ENTIRE SM W AS REMMIEIOED BY THE SANS PARCEL. 3 W PARCEL IMP NO. 3090 AS RECORDED REPORT. N P.M.S. 205• PAGES 48 TROUGH 57. OFFICIAL RECORDS, RIVERSIDE COUNTY, STATE OF CALIFORNIA. & THE MAIRMIIN CUT AND FILL SLOPES SMALL BE 21. 7. PADS 91ALL BE COMPACTED TO A MINIMUM OF 901 RELATIVE DENSITY PER AS7.M. SPECIFICATIONS NO THE ABOVE MENTIONED SANS ROW. OWNER/DEVELOPER & MINIMUM BIMDOIG PAD DRAINAGE 91AIL DE 211. DRARACE STR L BE A MR" OF 03' DEEP AND BE CONSTRUCTED A MINIMUM W 2• FROM THE TOP OF OUT W FILL SLOPES THE MOWM SDPE OF STALES SHALL BE 0.501L WASHINGTON 111. LTD. CONTACT: JACK TAR R 9. ALL FILLS SMALL BE COMPACTED TO A MOIAM OF MNEP (90) PERCENT OF MOWN DENSITY AS DETERMINED BY THE UNIFORM 01-2DIIG 3D2/0 RANCHO VIEIO ROAD, SUITE B CODE SECON 7010 W EQUIVALENT AS APPROVED 91 THE CITY DICFEFA. FEED CDF9n SHALL BE DETE700® N ACDOTDMNCE WITH THE SAN AM CAPSTRNO. CA 92675 UNIFORM 91EONG CODE SECTION 7002 W EQUIVAIENT, AS DETDWO BY THE CITY DI OOR (949) 443-1234 10. ALL STREET SECTIONS ARE TENTATIVE THE MINODM SECTION S Y A.C. OVER 4.f CRUSHED AB.. ADDITIONAL SM TWT(S) SMALL BE ROUTED AFTER ROUGH GRADING R DETERMINE EMCE SECTION REQUIREMENTS. THE CITY ONGNEFA SHALL APPROVE THE PH IL STREET SECTION. 11. THE OIL' ENGINEER WILL REVIEW FOR APPRWAL THE FINAL STREET SECTUNS AFTER 9BMTTAL OF 'Fr VALUE TESTS MR ROAOYWAY SUBBASE PAVEMENT LEGEND K2 IDDATIOS OF FIELD DENSITY TESTS SMALL BE DEMIRFD BY 7HE SOL ENGINEER W APPROVED TEST AGENCY AM SEAL 6E SUFFICIENT N PORT AND CEMENT CONCRETE BOTH HORIZONTAL AM VDROiL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PACED TESTING N PEAS OF A CwMAL NATURE W SPECIAL EMPHASIS SHALL BE N AM" TO THE MO6i4. REPRESENTATIVE SAIIIU . ADA PATHWAY 11 THE FATAL COMPACTION REPORT AND APPROVAL FROM THE SOILS EMIEED SHALL CONTAIN THE TYPE OF FEND TESTING PFAFOMED. EACH TEST SAIL BE IODRFED WITH THE METHOD OF WFANINiG THE IN -RACE DENSITY, WHETHER SARI CONE W DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION 91AL DE PERFORMED TO VERITY THE ACCURACY OF THE WM M DENSITY CURVES USED BY THE FEND TEC NION. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SMALL 6E N PACE AND INSPECTED PROM TO PAVING. RIMUDIO Bur NOT FACED TO THE FOUDNIG SEWER, WATER, IE ECIRC. GAS AND DRWVX 15. THE FINAL UTILITY 1111E BAOORLL REPORT FROM TIC PROJECT 90 L ENGINEER SHALL NOIME M APPROVAL STATEMENT THAT THE EMOUI L S SUITABLE FOR THE NID/ED USE. ' I& BIM WALLS ARE NOT PAR OF THE GRADING POW. SLOW FOR SEPARATE BUILDING PEINI(S). 17. THE CDNrRAC10R 6 REMISIBLE TO PREVENT SILT CONTAMINATION OF S ITMWATER INFLTR411ON FACILITIES OUING CONSTRUCTION OF ' SUBSEOUENTf IMPOVD/DD5 BY THE CWTWCTGR. I JAWEY PROP TO FINAL ACCEPTANCE OF SM DRWa RTDOION/NFLTRATION FACDTIS THE CONTRACTOR SMALL ONMa. IN THE PREOCE OF THE CRY 06PWK A PERFORMANCE TEST DESIGNED TO CLEARLY DE ONSDPAE THE FUICDOIIAL ADEQUACY OF THE FACILITIES. ' 1& THE CONTRACTOR SHALL PROME W00 EROSION AND DUST CONTROL MEASURES AS REOU ED BY ME FUGITIVE DUST CONTROL PAN • APPROVED FOR THIS PROJECT. SHEET INDEX SHEET NO, I TITLE SHEET 2 GRADING SHEET PARKING ®000vmm o©oo©vm� NOTE REFR TO APPROVED CITY OFQ LA ITA PROINS SE GRADING PSET M NO D5OA10 MARGIN 2005 FOR AND PARIONG DATA CUM. 5,102 OF PIAN SET 05D79 OEM THE PARIDAIG SLOT LOCATIONS FOR TRADER JOES AND PAD 4. PREPARED UNDER THE SUPERVISION OF: QppFE$$/FM,. 1(-Q-. �E R �F! DANinR Z . E DATE ` ,RIG The Keith Companies � R.C.E.R.CE Na 54559. EXP. 12 31705 VED BY: CITY W U PINTA � NA 051559 �n 1 A SL OP 12/31/05 -- THY R. _ _ DA J%"Fr CPVI 73-733 FIVd NhriA O, S12A IOW, AAbn O-t CA 92260 (750) 316-9844 AGENCY CONTACTS WATER COACHEIU VAULTY WATER DISTRICT PAIL OCA ELL (7O) 398-265, SEWCHELIL O ER CD A VALLEY WATER DISTRICT PAIL (7O) 396-2651 ELECTRIC ULO. - EMOTE DE "(760) 202-4290 GAS THE GAS COMPANY RCN WAGS (76D) 323-1851 TELU41NE VDRON ROBIN JOMES (760) 773-3621 T.V. TIME WARNER CAME GARY ODWAY (760) 340-1312 NSA UNDERGROUND SERVICE ALERT - (ODE) 227-26DO AAry, 1TI � @ f 1 gi o w NND PROJECT SITE �a AYDIT 48 :'ITY _ LA QUINTA Plan Set No. A1nA1E w OSsL`I VICINITY MAP ND SINE CITY OF IA QUINTA SHM NO. TITLE SHEET of 2 PRECISE GRADING PLANS PARCEL 3 NORTH AREA, PARCEL 90 30903 - PAD 4 FILE: PG8E9101 LOCATED IN THE N.E. 1 4 OF SEC 29. T55 R7E SBM ORAW7NG "N0: WASHINGTON PARK CONSTRUCTION NOTES O, G9MSIRUO C THICK PX-C. SODDIN (INRN PER nN) PER CITY OIL IA OUKTA STD 210 (GNDIBOOI CONCRETE wI 520-C-2700} O Cow— IF BAOUa1 am ORIONAm PER ROL THIS BEEF. OWW a wN HM1GIAP RYV (IMPE RR S OIL U MAWA S! YA NO ADA RELI.EQIE K1 25lOPE CU0.62i IS 1WM,' CITY OdES AS YYRIACIORD BF YNCIVI! AM S1'$ID6 OF AIERI A OR APNIOIED M&M. OI umu DIE mm ! PIASIDt WFID SOIRD SL1B t F M ABOME EAWH I f w ABOE MVElEXT i-316S FIRM SURFACE WEEP SCREED DETAIL EASEMENT NOTES NOT TO SCALE Q INDICATES AN EA4YOR Fat PPDlQ AND INCIDENTAL PURPOSES, RECORDED MARCH 2 2001 AS ISTMIXODIT NO 2001-116351, OEL `\\ PROJECT NOTES \ \ 1. SOTS ENGINEER TO EVµ.UATE MPORR DO DECENT OR PROPOSED) TO BE OEM \ AND AOEOI.WTE FOR BUILDING PAD AND PIRIONG AREA UMDS, 2. OUT/FILL LINE 6 OIDICATED ON SHEET 2 OIFR-OIGYATGN FOR BUILDING PAM SINLL BE TO 5 FT. BELOW PAD EIEYATION AM 5 FT. OUT FROM THE BUUM FOOTPRINT PER , �'•,� THE SIBS REPOD REFT ENCED IEROX. To W. III %All■®" ��m Kill,ami���ii tl'l�t7m��ii TO ovINMG d PAVEMENT LEGEND AM PATHWAY PORT AND CEMENT CONCRETE ISEML ONE 6A A6I (NO RM IF APiWHq IIVGC1Nm AMMONS SON Y OR MORE FROM CM OR • EQ. SNP Oft WHOM) SDERNN Gm SOPS OILY REQUIRED TO WEEP CARS FROM OOAAOK INTO SDEWRN AREA OR MIDC SONS I• 9. Y MO ATES VAN SPOUT \ ' 11l Ed I! \ \ wam sal MSABLOCS Pw"Q CIL-waNO / ISM RN (INSTALL ONE SPACE) — IT 6A RARING Sa (R99) IERIf gym, i NOT TO SOME FOR OSABUOES PN ING WTIE ON am EACKCRO 0 =- f '° NOT TO WALE _. ) WN AatseE SIN Dow — —._te- _: r: ro TINS s wr wE \ NwE PLAIT \ I• AM,. IS HIIN MEIIFTEC J RAt aLE IUOGRDIIO PAItr \ t a1E SRFRG \ IODIIITONIL 1AMOM 6 ACf14Hln \ DSA) PAVOplI NIlG \ HANDICAP DOUBLE SPACE PARKING DETAIL \ \\ NOT TO SCALE OSBt6 CRAW \\ 1 DOSNG• \ 14 `Y %'`A (` m� / 1' CASE 'N PRECISE GRADING CIA . K R. THE BEARNGS SHOWN HEREON ARE BASED UPON THE RS TRR un o CALL AT UEAST Iwo DIAL BIIP'OA6 CENTERUNE OF ADAMS STREET AS SHOWN ON TRACT YOU DIGI OATS PMOR TO ro IOxuvATNo 2615Z M.B. 227 /77-85, BEING N 00. 20' OB' W g deaa2EAac 1-800-227-2600 ' P.O. 3-1-E UNC RCRCUsEW.10EMAtERF � 1' I.P. WITH COUNTY TAG1963 INHANDMI:IL A7 THE INTERSECTION OF MILES AVENUE AND ADAMS STREET. c ELEV.=92G67 ° BEFORE EEGVATIw, IDFAi1DN OF UAG[RmdllO UIUIY WOIERCROUIO THE CONTRACTOR SRACE S1 VOtIY THE UTUIES BY coxvTN6 ALM AT 1-800-227-2600 {! REFERENCES 2 , I' NGE at6wED BAw PER \ OIN D< U OIINIA SID 2% \ L20YOCIO 1' M. �T,Z fP µ6IILIa ,. CURB OF E CASE 'A' &MODIF"IED HANDICAP RAMP DETAIL - NOT TO Sul PLAN L,� GRAPHIC SCALE DATE f PVC SIX 10 WPM FIIIDICS. R �') RECONCUTAR PPE AS NEEDED TOP CURB1 \ \ \ \ O2 -ROOF DRAIN CONNECTION (TYP.) NOT TO SCALE \ USE ADAPTIR RECTANGULAR PIPE, AND CURB ODU M \\ BY 'SUPER PROOUCIS. OR APPROVED EOUAL \ \ \ \ \ NOF: NO. 0 ro . SHEET 5 CITY OIL A ODNO PRECISE PARKING GRADING RAN SET NO. 05079. STET 6. Mlm 1DAO1 2000 MR PNUaG OEDOS. /EBSING. / \ ( P lql M'f-h FRB PP O AV tA0' HORIZONTAL CONTROL TYPICAL PARKING STALL DETAIL TYPICAL W. EEL STOP DETAIL ELEVATION ;;TY of LA QUINTA NOT TO SCARE Plan Set No. TRUNCATED DOME DETECT o s 2 L y WARNING DETAR aIFE5S2 CITY OF LA QUINTA SHEET No. R. The Keith Companies Mcc GRADING SHEET 2 oF? Nu CS15% PRECISE GRADING PLANS Exp. u/R/os PARCEL 3 NORTH AREA, PARCEL MAP 30903 FILE: PG889102 M \< LOCATED IN THE N.E. 1 4 OF SEC 29 T5S R7E SBM 7Y7J.t Frog NbAg Or. s,ae TOO, Dnvf. CA97t60 (]60) 3K-98N DRAWING N0: `O` F'`1` WASHINGTON PARK WASHINGTON PARK "PAD 4" IN -FILL COMMERCIAL PM10 MITIGATION PLAN 20' CLEAR ---- SIMON DRIVE---- u North /�.------------------------ / � -- � STOP N / I 1 I I j WASHINGTON' PARK j I PAD 4 BUILDING 1 a 46- 80 Washington Street I j, 5,300 Sle ? I I c tY I 1 a Existing Fire Hydrun I 1 I 1� t Storage Area I I j I y..-..-..-..-..-..-••-••-••-•-•-•- - - - - - ----•-•-•-•-•- Wind Fence with Screen Around Entire Perimeter CONSTRUCTION PARKING ON EXISTING PAVED PARKING LOT City of La Quints Plan Set No. 06031 3*t PM 32683 PAD 4 IF YOU SEE DUST COMING FROM THIS PROJECT PLEASE CALL: 760-416-1144 IF YOU DO NOT RECEIVE A RESPONSE WITHIN ONE HOUR PLEASE CALL THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT 760=416-5315 REPORT THE PERMIT OR PR03ECf NO AT THE PHONE NUMBER ABOVE OR CALL AIR QUALITY MANAGEMENT DISTRICT AT: 1-800-288-7664 RESPONSIBLE DUST CONTROL PERSON AGREEMENT The signatory on this application comtitures an agreement by the owner to be the person with authority to enforce compliance by all contractors and subcontractors of the Dust Control Ordinance, Fugitive Dust Control Plan conditions, and any supplements identified by the permitting authority. Once approved, this application is incorporated by reficrence becomes apart of the approved site grading plan. R.J✓WC. . O"m Signature VDate BIII Sanchez Construction Manager, Washington 111 LTD Printed Name Tide & Company _ 04-10-2061 AQMD Coachella Valley Fugitive Dust Control Class Certificate No. ' TJ9If4: ' 1. Inactive site termonalgy Within 10 days of ceasing activity, an operator shall implement at least one of the fallowing long -tens stabilization techniques for any disturbed surface area where construction activities ara.not scheduled to occur for at least 30 days: A revegetation that results in 75 percent ground coverage provided that an active watering system is in place at all times; or B. establishment of a stabilized surface through watering with physical access restriction surrounding the area; or C. use of chemical stabilizers to establish a stabilized surface with physical access restriction surrounding the area: 2. Water sites minimum of 4 times daily. 3. When local wind exceed 25mph, the following (but not limited too) shall be done a All grading activities shall be suspended except water trucks or other watering application devises used to control fugitive dust. 4. Training for AQMD certification can be accomplished by calling Sharon Fujimoto @ 909-396-2183. 5. Project Signege a I Sign minimum and per street frontage b. Sign(s) must be present at Precon Meeting c. Sign(s) must be installed prior to grading permit issued d. Removal of sign(s) are grounds for temporary or pennanent cancellation of the permit. 6. Maximum speed speed limit on site is 15 mph. 7. Track out will be handled by not allowing vehicles on bldg pad. S. Hauling Procedures: a No hauling will odeure for this project. Dust Control Action Plan! Minastion Measures 1. Install Perimeter wind fens 2. Install two PMI0 signs 3. Use of one water truck or water trailer 4. All vehicle will be parked on existing paved areas. S. No driving or parking will be allowed on pad 6. No track out device needed due to N5 above Pad 4 46-480 Washington Street La Quints, CA 92201 5,300 square feet Washington 111, LTD C/O BIII Sanchez 78-365 HWY 111, No 351 La Quints, CA 92253 760485-6308 DW Johnston Conan DavldJohnectoa 1453 N. Sunrise Way Suite 203 Palm Spring*, CA 92262 760-416.1144 APPROVED BY: CITY OF LA QUINTA DUST MITIGATION PLAN PREPARED BY: IN -FILL COMMERCIAL DIG ALERT PM10 SITE PLAN 1.600-227-2600 t 3 Z� D 6 WASHINGTON PARK PAD 4 PLAN SET NO. SET NO. 0=031 AQMD OTHY R. J N SSO E DATE BILL SANCHEZ DATE 1-800-286-7664 PUBLIC WORKS DIRECTOR / CITY ENGINEER FOR R.C.E. No. 45843 EXP DATE 12.31-08 IWASHINTONIII,LTD PAGE 1 of 1 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5046 1 The following shall always app/v. 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 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 Quirita forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by .the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " 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 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.5046 Washington Park / Precise Grading / Parcel No. 32683 Pad 4 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. D.W. Johnston Construction, Inc and/or Washington III, Ltd Bill Sanchez), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. . Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 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. Special Conditions Page 1 of 6 PERMIT NO.5046 Washington Park /.Precise Grading / Parcel No. 32683 Pad 4 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. 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. 13. 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. 14. 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. Special Conditions Page 2 of 6 PERMIT NO.5046 Washington Park / Precise Grading / Parcel No. 32683 Pad 4 15. 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. 16. 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. 17.. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision. of a California Registered Civil Engineer. 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. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 20. This permit is not valid until the penmittee 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 Special Conditions Page 3 of 6 PERMIT NO.5046 Washington Park / Precise Grading / Parcel No. 32683 Pad 4 21. 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. 22. 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. 23. 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. 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.5046 Washington Park / Precise Grading / Parcel No. 32683 Pad 4 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 riot 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.5046 Washington Park / Precise Grading / Parcel No. 32683 Pad 4 C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 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 law 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