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7001Finance Revenue Code E-1 19 IOU _ GaG6 FoQ �pE-COrISTX�/Gl /O01 M E'E'17N6j 4 ENCROACHMENT PERMIT _ Svg/T TNNp, PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit- Class III Minor Improvement Permit Class IV DATE:January 8, 2007 LOCATION OF CONSTRUCTION (Street address or Description): La Quinta Business Centre SDP 2004-814; 43-576 Washington St. PURPOSE OF CONSTRUCTION: Offsite street and IID offsite on Washington Street r DESCRIPTION OF CONSTRUCTION: IID CSP 4002032 and PSN 06079 DIMENSION OFINSTALLATION OR REMOVAL: 325 feet APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:3 weeks from start ESTIMATED CONSTRUCTION COST: $158,669.00 •" (Including removal of all obstruction, materials, and debris, backfilling, compaction. and placing permanent resurfacing and/or replacing improvements) COMMENTS: $65,500.00 + $93,160.06 ;-- $158,660.00 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. �2, .� Gam• Signature. Applicant or Agent Marty Martinovich 42-208 Washington Street PMB 153 Palm DesertCA 92203 (760) 774-6475 Name of Applicant (please print) Business Address Telephone No. J.H.'Thompson 79-607 Country Club Drive Suite 2 Palm DesertCA 92203 (760) 345-6003 Name of Contractor and Job Foreman Business Address Telephone No. 734478 5205 Contractor's License No. City Business License No. Applicant's Insurance Company 14110 Number FEES: Subdivision Improvement Permit - Class III! igjy 12 2007 P�I)i improvements: 3% of estimated construction costs Pr' improvements: 3% of estimated construction costs Minor Improvement Permit —Class IV :CITY OF See attached schedule cr , LA QUINTA _... CE DE _ Inspection Fee $4,760.00 pERMIT NO.7OO Permit Fee $100.00 DATE APPROVED: J /2- 0 7 As -Built Deposit $1,000.00 EXPIRATION TE: / /L 06 Cash Deposit -Surety Bond, $ BY: . if required TOTAL $5,860.00 Administrative Authority FROM MARVEST FAX NO. : 7603605099 i4/LD/LUVD H8 J. AI !- ii IUU ill 11JJ 1-JI ' W Ld WUlllbd I dU. AN AA..,_1-)1S..A Dec. 26 2006 01:45PM P2 4 Vul; Vull^ v v TAIW Ot M& dub& (� 1 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERWT ate: - - - &!!/ fo - TT,t 44-f TaMITE Z004' 81W FrojectraneAVdv e zrA/ 'Vicinity. - s .c :�/d• d� 7' - - - Purpose of Construction 6.c.: Rough Grading, 05-itc f Despription'of t gAutiuction (i.e.: See Plan Sd No. (11234) Aime=ion of�nstallation or Rc�rioval: Approximate Constwoiiou Stan Date:12- Approxiate Construction Completion Data: Estimated Cortst gdon Cost: S -- EA=atcd Chu cast g aIl i do& ex umarat ofanbbmm niAcinBt a� wdur wpUdai icVmar«adr. Contact Name: Name of ApplicaW ec: Applicant Address: -- D ..— Applicant Telephone umbea: Applicant E-mail Address: A/Lf . A 'hone Nvanber: i.Vo ✓i �� 63 Lo = 1 CP Name of Contractor: �7', � r�o/y�.r6N _Contractor Address: 5! Z-do Connector Te1cpboae Number: 3 C.antrnctor State License Numb= ,Contractor City Business iavensaNamben __ a o s Cantradoz E-mail Address: A_QOPit OF THE =RFANT Th'B TAM cFR?IFICATx WWST RE PROVIDED t Applicant or Con ctor General Liability lnsu=OO Company: 77 • Ate✓/A' .✓.,C d /1 s i✓ �_ �- Gv Applicant or Contractor GeAcral Liability Insurance Policy Number: • QEICR the Oplr^ •Fx t,, ��%JJ p�m Foe � t OV , J J 1000, a> ca I110b®L' TnTALMnut: S $ 4.0, J J A=ipad P®$ N=brt 7 O D l Appmvil Dale. tin AvWo ft PIM -FROM '.'HARVEST FAX NO. : 7603605099 Dec. 26 2006 04:56PM •P2 a . 12/ZB/ZUUo iu. as i.u. J.H. nsInc. I: no sonSo, General Engineering Contractors B9:RMUQA DUNES 7El,EPHONt: (M) 345'M License No. 73447E December 13, 2006 Marvest Attn: Jays Martinovicb 42208 Washington Street, PUB 153 Bermuda Dunes, CA 92203 Re; La Quinta Business park - Final Site Work Dear. Jay, 79-607 CouN i AY cwB DR., sWTE 21 EsewuDA DUNES, CA 82= i FAX: (760) 3d54525 ,I .I I �I I � Ii I. I • I; Enclosed is our Final Site Work for the foilowing items: I 1) Cowrete eA —Jo fc- S 43,285.10 � 2) Asphalt - + S 999520.20 I i 3) Storm Dram S 81,950.00 i 4) Raise Utilities $ 1,740.00 ` 5 Water -Fire Line S 38,560. Offsi� 159 ToW $35 ,2 .25 dA i Please note Storm Drain is for pipe only_ All Sewer and Water Improvemelits for Offshe � 'I as still pending upon changes and conditions. Siacesely: ran, Sons " ' t PTho=nimn , Inc. Co; Gd I, l i II I. ROM .:, 'MARVEST FAX NO. 7603605099 Dec.- 26 2006 04:56PM P3 ' 1Li e.V�uuv F JxHff i no soy one In C. General Eng'Ineernc, Contractors UUFJ� 9CRMl:OA ES TSZ07 COUNTRY CLUB DFL, SURE ? TELEPHONE: A UUN4°3-oD93 BERMUDA DUNES. CA U=ASE, No n4478 • • FAX: (760) 345-�ZS i ;I j I • j September 11, 2006 Marvest lnves•'ameuts Alta: Jay Marti Jovich 42209 Washington St., PMB 153 i I' Bermuda Dunes, CA 92203 I. I� Ite: La Quints Business Centex (A.P_N_ 609-070-0285 -029) � Revised Electrical Improvemems Bid / Dear Jay, ► `! j Enclosed is our revised Elcbtrical Improvements Bid for the La Quirts Business ; Center projeot in Irdib_ i 1) Electrical hnptovements $65,506.00 I Please see the attached Conditions for this worts. I. Sincerely, j' J son ,Pr ident J.I�i, Thompson an Sons, Inc. Cc; "6E 756 FROM 'MARVE5T FAX NO. : 7603605099 Dec. 26 2006 04:55PM P1 FIAR VE07 SINCE lam ?/ss 42208 WASHINGTON ST_, PMB.153 • 9MMUDA DUNES, CA 92203 a. PHONE' (760) 360-5251 a FAX: (760) 360-5099 Facsimile Cover Letter Please deliver the following pages to: Name: Company:. C- Subject: 10, We are transmitting a total of ages including this cover letter.. From: Marty Martinovich Email: marty:marvest@verizon.net Date: Time: If you do not receive all the pages, please call us back at (760) 360-5251 as soon as possible. Notes: 'A -All - d- ' -S, �� J�74 ,`• • 1-10 9 DRIVE ua► IICVLEY LANE AVENUE 42 B 7USCO14 CIR SITE CALLE :AS BRISAS (44TH AVE.) m i'r CRCD WARING DRIVE INDIAN WELLS ? x LA QUINT a 3 VICINITY MAP NOT TO SCALE PCC POINT CONCAVE CURVE LEGEND ^ PRRC WM POINT REVERSE CURVE WATER WAN EXIST. D)GE OF PAVEMENT SANTIARYSEVER cu -10- EXIST. CONTOUR R 70P OF FLOW LINE -s- CORM SE'NDR MAN LP LOW � -µr- EXISTING WATER MAIN w TG N PONT TOP OF GRATE S PROPOSED SEWER MAN EP EDGE OF PAVD931T W PROPOSED WATER WAN ) TOP OF WALL EXIST. DEVATION PROPOSED SEWER LATERAL EC EXIST. GPAX CI`-- PROPOSED WATER METER SERVICE FS aRI FINISHED SURFACE CONCRETE MASONRY UNIT m PROPOSED STORM DRAIN LIE FF FINISHED FLOOR ® PROPOSED CATCH BASK TIN BCR TOP OF MAOKIE NUMMIG OF A DAZE REM • PROPOSED AREA DRAIN ECR 00 OF A CURB RETURN PROPOSED CONCRETE PAVOENr PARE PA PUBLIC UTILITY EASEMENT PINKER AREA ® PROPOSED AC PAVEMENT PI IC P STORM WAN POW IN GUI ER R/W ll .1� :a4i W'P E1TIN FAMILY TRUST 760-398-2651 JACK ENTtN IMPERIAL IRRIGATION DISTRICT (AID) 9332 STOCKTON RD 1-800-303-7756 MOOREPARK. CA 93021 TIME WARNER CABLE TEL (8G5)523-9335 760-340-1312 FEM VERRON 1-800-483-5000 ZOE¢:C THE GAS COMPANY COMMUNITY -PANEL NUMBERS 1-800-427-2200 060245-22M D. CONSTRUCTION NOTES AND QUANTITY ESTIMATE I CONSTRUCT F CURB AND GUTTER PER LA OU IA SID DWG 202 CONCRETE PER GREEN DOCK (QASS 56D-C-3250) 283 LLOo� SAWCUT 2' FROM EXIST. LIP OF EXISFNG PAVEMENT 290 LL 3 REMOVE EXIT. CURD AND GUTTER 290 LP 4 CONSTRUCT 90' MOM TAPER PER LA OLWA SD DWG 415 1 CA. 5 CONSTRUCT W A.C. OVER (Ir CAB 5180 SF 6 RODOME SERVILE TO UDERCROU D BY D I EA W CONSMUCT QRB RAMP PER L40AM STD DWD 250 (CASE A) CONCETE PER GIVEN BOOK (aASS 56D-C-3730) 2 SFV" 9 CONSTRUCT Qt055 CUTER PER LAGUNTA SD DWG 231 CONCRETE PER CRON DOM (CLASS 5M-C-32S0) 1 CA CONSTRUCT CURB OPENING CATCH BASIN PER LA OUMA STD DWG 301) 2 CA W4, Di7S. LOCAL DEDI ERSION PER LA OUNTA STD DWG 330 Q CONSTRUCT MFAIDERING SOOYIAN PER LA O wrA SID DWG 245 CONCRETE PER CREEL BOOC (am 5w-c- 250) Y153 sF PRIVATE ENGINFI7R NOTE TO CONTRACTOR 1. UNAITHOIM OWROS & UWs THE ENOMEEt PREPARNG THESE PLANS WILL NOT BE RESPONSIBLE FOR OR IUBIE FOR U AURDR® CHANGES TO OR USE OF THESE PLANS, ALL CHANGES TO THE RAN MUST BE N WRITING AND MUST BE APPROVED BY THE PREPARER BE THESE RAMS. HOD HARMLESS IDEE3ME1CJITION CLAUSE THE CONTRACTOR AGREES THAT HE WALL ASSUME SOLE AND COMPLETE RESPOMSBUTT FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT. THIS REQUIREMENT SMALL APPLY CANMN7USLY AND NOT BE EDITED TO NOIIAL WORKING HOURS; AND THAT THE CONTRACTOR SMALL DEDD. IIIDFEAIBEY, AND HOD THE OTY OF CATHEDRAL CITY. THE O IEL AND THE PRIVATE DIG EEt HARMLESS FOR Arc AND ALL ILABILITY& REAL OR ALLEGED, N CONNECTION WIN POEOMANE OF WON ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ON" OR ONEWER. DOSING UNDERGROUND STRUCRRES ALL UNDERGROUND URINES OR STRUCTURES. REPORIET OR FOUND ON PUBIC RECORDS ARE INDICATED WIN TER APPROOIATE LOCATION NO DOW THE EWER BY ACCEPTING THESE RATS OR PROCEEDING WTI THE I PROVO®Rls HEREON. A2EES M ASSUME LIABILITY AND TO NOD THE BMW HARMUM FOR ANY DAMAGES RESULTING FROM THE EXISTENCE Of UDERRROINO UEUTFS OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE NTH REPORTED OR RECORD LOCATION. THE CONTRACTOR 6 REQUIRED M TAKE RUE PRECAUTIONARY MEASURES E0 PROTECT THE UTLITES OR SIMICTRfS SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE ONTRALTOR'S RESQ0166UTY TO NOTIFY THE OVUM OF ALL UT171E5 STRUCTURES CO .DER ED BEFORE STARING WOK. NATTKE TO CONTRACTOR: CONTRACTOR SOUL VERIFY ALL CONDITIONS AND DIMENSIONS AND SMALL REPORT DISCREPANCIES TO THE ENGINEER POCK TO THE WMENCENDIT OF WORK IRfpfaT W WOE PRO06FD IEAIDOOW SDEIINX n MN 20% MAX MEANDERING SIDEWALK PER LA OUORA SD DWG 245. CONCRETE PER GREEN BOOK TYPICAL SECTION AT DECELERATION LANE WASHINGTON STREET -MAJOR ARTERIAL NOT TO SCALE IN THE CITY OF LA QUINTA, STATE OF CAUFORNIA OFF -SITE STREET IMPROVEMENT FOR FC TOP OF PAVEMENT CURB FACE LA QUINTA BUSINESS CENTER FO CURB FACE PP PEER CUM SDP 2004-814 OLE Fc FACE a arm FIC BE(R1101G OF CURVE Go �"� APN 609-070-028, 029 CAG CURD AND CUM 9- muARE FEET A PORTION OF THE SOUTH WEST 1 /4 OF SECTION 18 CAB CRUSHED ADGIECATE BASE TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNADINO MERIDIAN INV OUT 139.66 APN 609-050-001 SCALE: 1'=40' OFPRFSS 1.5' IN FlRST IS' BEHIND CURB EXISTING or an & CARTER SAWa1T UE (Y FROM EXIST. LP) INDEX SHEET SHEET NO. DESCRIPTION 7 (z3I-z7FD 1 COVER SHEET �1N 2&3 OFFSRE STREET 4 ME44DE M SIDEWALK PLAN PROAG OVER &8 G PROPOSED SS AB. PVT 5 SIGNING AND STRING PLAN NT arm AND OUTIM PER CRY NF LA ONTA SM TING 2M (CONCRETE PER GEDN BOOK} DETAIL -A NOT TO SCA F WILY I PLANS PAVING N011S I. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS COWL BE N PLACE WTH TRENCHES MWACTIED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING THE CONTRACTOR WAALL SUER WRITTEN EVROILE M THE CITY ISSN BY THE RESPECTIVE VOM PuREYOR NOCATNG THE SUBSURFACE PORTION OF THEIR U DE MONAD FACILITIES HAVE BEEN INSTALLED AND ACCEPTER 2 A SEPARATE POOR 6 REQpED FOR ALL EXCAVATIONS WIN EXISTING ROADWAYS NO TRAVMWAYS LAVE OLOCOR6i AND DEIC R5 SMALL BE POSTED. DELINEATED NCI LIGHTED N CONFORMANCE WIN THE CALIRANS VANUAL BE TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' AN ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY E CI EIIL 3. ASPHALT CONCRETE PAVING. EXCEPT FOR OVERLAY'S, SHALL BE INSTALLED N TWO (2) OR MORE COARSE$ NTH ADC BMW TUT CONEORN TO SECTION 400 OF THE REVISED STANDARD 9PE15r1CATIONS, COAQILA VALLEY VERSION (MIN BOOK), HOTEL AS FOLLOWS WANG COURSE (UPPER COURSE) WA-C2-AR-4000 BASE COURSE (LOWER COUtSESk 0 133-AR-4000 THE WEARING COURSE COWL BE A 0.1 FEET THICK. THE BASE COURSE(S) SMALL CONTAIN THE BALANCE OF THE REQIRED ASPHALT CONCRETE T KK ESS. 4. ADC DESIGN REQNED: SEVEN (7) DAYS PRIOR TO OUOENCIEWNT OF PAVING OPERATIONS. THE CONTRACTOR COWL SUDMT FOR CITY APPROVAL A COMPLETE PROPOSED MO DESIGN IDENTIFYING THE ADC OWUCTRISIDS WASH A4 AGGREGATE GRADAIIGHL VOIDS N .OEM AGGREGATE (NA), AR VOIDS AND S-VAUAE FOR VARIOUS a CONTENTS FOR EACH M OL TO DOM TIMELY APPROVAL, THE OONTRACWR/WIPRER 6 ENCOURAGED TO RDU TO LA Q I NTA'3 DESIGN MIX APPROVAL C EOOST (FORM F002) TO IX9RE ALL REQUIRED TAB TESTS ARE PERFORMED, GERIIFEDI AND SUBMITTED FOR RESEW. S A TACK COAT SMALL BE APPLJED TO DWM PAVOM NT, P.C.C. SUWACES AND THE At BASE COIRSL F TRAFFIC HAS DRIVEN ON R THE TAG( COAT SMALL BE SLOW SEI M AMOK FNUSiWD ASPHALT TYPE 'SS-1H' COMITRING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE UQUID ASPHALT COWL BE WADE GD-70 AND AIPUED AT THE RAZE OF &1 GAL/VD. & NEW IMPROVEMENTS THAT JOIN COSTING 56ROVDA NM WALL JOIN OR MATCH N A MANNER SATISFACTORY TO THE CITY DOOR CONSTRUCTION OEEADONS REQUIRE) EO ACHIEVE A SAFE, OLRABIL AESTHETICALLY PLEASING TRANSITION BETWEEN THE FEW AND COSTING WPROVElpR75 MAY INCLUDE SAVING CUTTING. REMOVAL RFRACDOET, CAPPING, AND/OR COD FLAMING. AS IEIDE0. 7. ALL MANHOLES AND VALVE BOX FRAMES SMALL BE ADd6TED TO FINAL. GRADES AFTER PAVEMENT 067ALLAIM 6 COMPLETED. & THE an SMALL BE E nom OR STAINED 9DWNG UTNTY somm LATERAL LOCATIONS As FOLLOWS` V FOR SEWOL 'C FOR GAL AHD 'E' FOR EECTICAL FOUR 1. ALL WOW 91ALL BE DONE N ACCORDANCE WITH THE STANDARD PANS OF THE CITY OF IA GUINEA AND THE STAMM SPECfICIOX IS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AND THE CITY OF LA OUITA STANDARD RAMS. DATE AUGUST 21. 2001. OR LATEST EDITION. 2. IT SHA L BE THE RESPONSIBILITY OF THE DEVEIOPER/OWMER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RE9 0 OU FOR SATISFACTORY CO PUNNCE WITH ALL CURRENT ENWDNMENTAL MODULATIONS DURING THE LIFE OF CONSTRICTION ACIPAIIES FOR INS PROJECT. ADDITIONAL STARES AD/OR PERMITS MAY BE REQARED. & IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY E0 THE CALF0RN IA OEPARIWOO OF TRANSPORTATION (CALTRA6) FOR AN ENCR01CHMNT POW FOR ALL WORK PERFORMED WITHIN THE STATE MIT OF WAY. 4. THE CONTRACTOR SMALL OBTAIN ALL POLARIS AS REQUIRED BY THE CITY OF LA OUORA OR OTHER GOVERNING AGENCIES. 5, THE CONTRACTOR SMALL NOBLY THE CITY REM WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRAO4O. Mug" OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REaRRIG NSEECRONS 6• THE EDGTIOIS OF EOSTM UNDERGROUND UMM ARE SHOWN N AN APPROXIWTE WAY ONLY. THE CONTRACTOR WALL DETERMINE THE EXACT LOCATION OF AL EXISTING UtAES BEFORE COENCNG WORK HE AGREES TO BE FULLY REWO®EE FOR ANY AND ALL DAMAGES WMIGH MIGHT BE OCCASIONED BY HIS FAILURE TO E KRY LOCATE NO PR SOAR ANT' AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPON66&F FOR THE REMOVAL REPUICM9 OR RELOCAKN OF ALL REGULATORY WRUNG AD GIVE SIGNS & STREET NAIL WRNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION WALL BE APPROVED Of TIE CRY EMITTER TRAFFIC STRPMi, IEGEIDS AND PAVEMENT MARKERS, TYPE AND LOCATION COWL BE APPROVED BY THE OTY BICKER. A THE CONTRACTOR SHALL NOT DISTURB D OW SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE RAMS OR FOUND WING CO STRUCIIOR REMOVAL AID REPLACEMENT WALL BE DOE BY A REGISTERED frill ENGINEER WITH AN R.C.E. MASER BELOW 3bAK OR A LICO6iD I" CONVEYOR, OLY. 1& CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE. NF MUM OCCUPANCY STALL BE PO60RIED ONLY DURING THE TIME PERIODS AS FOLLOWS. OCTOBERR ISE TO APRL 3OTH: MONDAY - FRDAY 70 AM TO SM PM SATUUDAY &90 AM M 5A0 PM MAY 1ST TO SFPTA®FD JOT: MORAY - FRDAY 60 AM 10 70 PM SATURDAY BADE AM TO 5D0 PM WORK COWL BE PROHIBITED ANY TIME ON 92MYS OR ON FEDERAL HOLiWY& I I. ALL TRAVELED WAYS MST BE OFIND DALY OF ALL ORE, MUD AND DE7R6 COMM ON THEN AS A RESAT OF THE WADING OPMTKI . CLEANING 6 M BE DOE TO THE SATISFACTION OF THE CITY DICKER. . It AL WIbiRUCiION AREAS WWI BE PROPERLY POSTED AND UGHIO) INCONFORMANCE WITH THE STATE MANUAL OF WAR" SIGNS, UGNIS AND DEVICES FOR USE N THE PERFORMANCE OF WORN UPON UOMAYS, N ORDER TO ELIMINATE ANY HAZARDS 11 CONTSRRUCTgN PRI ECIS DISTURBING MORE THAN FIVE ACRES MST DOM A NATIONAL POIUTANT DISCHARGE OrON7IO111 SYSTEM (IFDES) POW OWERS/OE141DPETS ARE RECUIRM ED FOE A NOTICE OF INDENT (NOI) WIN THE WATER R60URCIM CONTROL BOAR (SAMI PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SNW) AND MONITORING PION FOR THE STIE THE NATIONAL P'OLUJIMIT D6OWREE EUM N4MON SYSTEM 6 A HAMM PROGRAM M CONROL NOI-POINT SOURCE POLLUTANTS CAMM BY SIGN WATER. THE PRDWAM 6 IMPLEMENTED NO ENFORCED BY THE STATE WATER RESOURCES CONTROL BOAR. 14. THE CITY RETAINS THE RIGHT TO RUM PLAN REVISIONS. AS NOCESSARY, SUBSEOENF TO PANT APPROVAL BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE RAMS, F ANY NEW STREET I PROVDIDFIS HAVE BEEN INSTALLED Of THE OFF OR A THIRD D PARTY WITHIN THE IMMEDIATE VOW OF THE IMPROVEMENTS PROPOSED BY THESE F1A6 THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED N THESE PLANS AS ORIL9WLY APPROVED. ALL COSM INCLUDING BUT NOT UNITED TO DESIGN AID IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS WALL BE BORNE BY THE IMPROVEMENT SPONSORS 15. THESE PLANS ARE VALID FOR A PERIOD MDT TO EXCEIED EXOQEN (18) MONTHS FROM DATE O APPROVAL THE IMPROVEMENT SPONSOR 94ALL BEAR ALL COSTS ASSOCIATED WITH UPOATNG THE PAS. INCLUDING OR NOT U/RED TO DESIGN AND NPROVOMEK CST. TO AFFECT COMPLIANCE WITH ANY NEW CITY SDMOARDS, ORDINANCES. OR LAWS AND REGULATIONS, EMACIED OR ADOPTED BY THE CITY OR ERNE?. JIIR®K.TD16 WITH AUTHORITY SUBSEQUENT TO THE RAM APPROVAL DATE 1. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PUW APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, F ANY NEW STREET DOROVEAENTS HAVE BEEN INSTALLED BY THE CRY OR A THIRD PARTY WITHIN THE IMMEDIATE VICTOTY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS, F CITY STAFF DETERMINES THE NEWLY INSTALLED IMPRROVEMENNTS "4IMPACT THE DESIGN INTEGRITY OF THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT UNITED TO DESIGN AND IMPROVEMENT OM INCURRED AS A RESULT OF THE DESIGN REVISIONS SCOWL BE BORNE BY THE IMPROVEMENT SPONSORS. 2. ALL WORK SHALL BE DONE N ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WOMB CONSTRUCTION. LATEST EDITION, AND RIVERSIDE COUNTY STMM40 PUNS. LATEST EDITION. HEREAFTER REFERRED TO AS THE STROM SPBCFICATIOFS AND STANDARD PLANS, UNLESS OiHERWISE SPECIFIED. 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SKIS, (EXCEPT PAVEMENT LESQEDS). S91LL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REUM TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PENS. 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CAI. CITY INSPECTOR AT (760) 777- 7075 TO WAKE ARRANGEMICH S FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY 5. RASED PAVEMENT MAPo(ERS SMALL CONFORM TO THE PROVISIONS N SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, EMITTED PAVEMENT MARKERS, ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS N SECTION 95-LO4 OF THE STATE STRBO M SPECIFICATIONS ENTITLED RAPID SET EPDXY AOHESNE FOR PAVEMENT MARID%, 6. TRAFFIC WRIPES AND WRKNCS SHALL BE APPLIED N TWO COATS, WITH REF ECFORIZED MATERIAL N BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, EMITTED PANTED TRAFFIC STRIPES AND PAVEMENT MAR KI K AS SPECIFIED N THE STATE STANDARD SPECIFICATIONS. 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGOEED6 AND RAISED PAVEMENT MARKERS THAT CONRUCT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PIA. SHALL BE ROAM BY WET SANDBLASTING OR GPoNDNQ B. DEBRIS FROM REMOVAL OPERATION SOUL BE CONTAINED WINN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL. SWEEPING OR HIGH -POWER VACUUM. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PANT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFCATIONS. SCARRED AREAS RESULTING FROM WORK OR CIAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PANTED SQUARE OR RECUNORAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 10. ALL SIGNS SHALL CONFORM TO SECTION 56-Z ENTITLED WADSIDE SEGNS,- AS SPECIFIED N THE STATE STANDARD SPECIFICATIONS, SIONS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M 11160 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL ALL SOS SHALL BE MOUNTED WITH THEFFNAILAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SM AND POSTS PER THE SIGN AND POST SCHEDULE ON THEE: PLANS UNLESS OTHERWISE NOTED. 11. PER GWERFEMEIT CODE SECTION 4216, F THE WORK 6 N AN AREA 1111" 6 KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, COMPACTOR SOUL CONTACT UNDERGROUND' SERVICE ALERT (U.SA) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT' PERETMTES THE EXISTING SURFACE 12. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPUCATION OF PERMANENT PAIN. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 13. STEEL SIGN POSTS INSTALLED IN CONMETE AREAS WALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPIALiMENT. WOOD POSTS SHALL HAVE 12' X 12• CONCRETE FILLED BLOC KOUTS AROUND THE POST. CITY of LA QUINT D �, [ RT am TIN �0190D nn 1Kso1x 70u �„ LOLL Ii1EE t-09o-a7-3a99 A PuBUC SERVICE it UNDERGROUND sEaolcE A1FRT RAW OF ,N9 �, AS SHOW ON CIE OF 1IAP M0. 27131. PER PM 1RN/67-91 TAKEN AS N Oot1'WL BQj6 QI'/ OP PAL ILg7EY 601CM CORK N0. /30. A FRE vJI BRASS DISK ON T1E Roam SRO. OF EKED OUTHE OR. WEST OF rEATCHGfNE ST. N THE SOUTHEAST COINER E ERLY CR S 73 iF>Ei WESTERLY OF THE WESTERLY ECR STRIPED t3o'. ELEV.- 139.037 (NOD 29) SODS ENGINEER a" ,"arc PRQIECF NO 11813-04 H DECEMBER 2D, 2004 o _ = Ep N„� • o ,L 1 fO1E c-o(, 'FoccAu IEOIM 0. 1UEtm1 011[ IIORGL OIfJEDbp .V(-)/ It" M Ul m IV31/W ( aV: qtt OF IA QLI'N" �4 f9 0(P SEAL �� , : Mo.. 47281 S Mr °^ � t '•� E1y<,.f I4 uU''.+` " � O I dr q•Iy1 a w1N1a E� Ri. ACC'1Ia 4nW t». WE 1y31M FOMOTOR ENGINEERING CITY OF LA QUINTA o(Po79 '� CUP a1 06�ME61m. 01 vm® ?* ^a OFF -STYE STREET IMPROVEMENT PLAN FOR LA QUANTA BUSINESS CENTER SDP 2004-814 APN 609-070-028. 029 •. SW 1 4 OF SEC 0- 28.T5S29 SBM °` itU N0. 511FER 1 5 225 S. CIVIC DRIVE. SUITE t-s PAW SPRINGS, G 92282 (760) 323-1842 FAX (RISC) 323-.i 742 A IL Du[ 1LBEC ENfilml Au 1N 4ee1V oPN3 1aa1 9e mm err. Vwec EKa ' 6E9U0OM NiA mm FROM .;. iMARVEST FAX. NO. 7603605099 Dec. 26 2006 01:46PM P4 STRUCT f E CHANlD a FROM A VAULT TO 4 M TCH ' �_.-��<N� 3.7 ,t ON JQs; P-536 014111940S I101119,02S II I � � I PIQi-1t I PICK-UP EXIST. 2-5" CNDS, PICK-UP EXIST. 4-6" CNDS. I ' ; 10931110-40' �.i YAULT: LOOKING: NOR7H i` 16 325'1 iPII6Cf�—iP i CHID• 17 --- D S#148s15 -ems— P I I' w 36 300' Of &20 SEA -DETAIL 9- j Skm-f 4 OF III UNfW810H' Q 4 6o 80 i RO UN1167q , I; I I I �=1� ` SEE DETAIL 10 STUB —OUT SHEET 4 OF 4 E L25 45 f. 16o0A 1093109-40' ''• ' 120/2 CD !i CM I I I •ti j 'I I I I; j� Ij � ; � • if City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7001 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta,Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must dose 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 wiih 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 Lal-Quinta ®: R11 COORDINATE WORK: The proposed work shall be subordinated to. any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments.which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights ovemight, 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. ❑ RI 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.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta (Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction .(SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Marty Martinovich / J.H. Thompson, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 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 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 (i.e. any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 7. Work within 560 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. 8. 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 Special Conditions Page 1 of 9 PERNIIT NO.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. 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. 9. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. 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. . Marty Martinovich / J.H. Thompson, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these. documents can be observed at Special Conditions Page 2 of 9 PERMIT NO.7001 La Quinta. Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. http://muted.thwa.dot.gov/HTNV2003rl/part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. 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. 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 over excavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. If the imported fill or over excavated 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 responsibilityfor 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 permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future.repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 19. 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 Special Conditions Page 3 of 9 PERMIT NO.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 20. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 21. 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 22. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 23. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 24. . 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. 25. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick sub grade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet: d. In addition,'a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall . inform the City (Inspection staff or 777-70847) of the name and location of the certified dump site. 27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the Special Conditions Page 4 of 9 PERMIT NO.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. archaeologist determines the site note to be required to be'observed, please submit a letter signed by the archaeologist stating their determination. 28. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior -to start of construction or parking on the paved R/W. 29. The permittee is required to provide an informative message board (approved by the City Engineer) informing the. commuters using the affected roadways of g. Possible traffic delays h. Time of construction i. 'Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 30. 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 Special Conditions .J Page 5 of 9 PERMIT NO.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E.. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill ' (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 31. 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. 32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 33. Access and egress to all local properties shall be maintained at all times. 34. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part),. 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Special Conditions Page 6 of 9 PERMIT NO.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and III) Offsite/43-576 Washington St. Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using City approved'/" max medium asphalt concrete as the base course lift and 'a City approved %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to'the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 35. 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. 36. 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. 37. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions Page 7 of 9 PERMIT NO.7001 La Quinta Business Centre SDP 2004-814/Offsite Street Improvements and IID Offsite/43-576 Washington St. 38. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses iri law or equity that may arise out of work under this permit. 39. 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. 40. Flagger Requirements A. Minimum Requirements 1. Receive'and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic. situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retro reflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must .have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED Special Conditions Page 8 of 9 PERNUT NO.7001 La Quinta Business Centre SDP 2004--814/Offsite Street Improvements and IID Offsite/43-576 Washington St. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F.'Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 9 of 9