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CONSTROCDON NOTES: C.PERMITS Y FLUMONG AND R.LECTRICAL
<br /> A SCOPE 1.PERMITS FOR TIRE PROJECT WILL BE APPLIED Pon,ORTAINED,AND PAID}DR THE FOILOWNNO SCHEDULE 1,ALL PRPNG RUNS ARE SHOWN SCILLMAMCALLY,MEI BEST ROLDE SHALL BSDETERMNmIN
<br /> ' THIN FIEIA WDH THE ENGINEER AND SHALL HE IN ACCORDANCE 1YIMi APPUCAFL.F FEDFRAL,STATE,
<br /> I.PARDE91NVOLVED IN THE PROR:CT, PERMI'rDN AO-CY PLRMI APP.SuBMITLEDBY PLU,111OATAINEDRY AND LO(:AL.CODERF.000RAMUFm.
<br /> •OWNER-BPIARCO UNaTHFIrg 1ALLNEWF][TRACNONW2LLODWEYANCBPB'ESS)IAUARPMSURBTFSfEDPRN)RTO
<br /> •ETNGNEER-URSAMERICA3 RUDDINO CONTRACTOR LONIRACPOR BACKFILLING.NO PRESSURED&OP WIL➢E PEtWMD.SHQULO TETENGNDICATR
<br /> • R LEAKAGE OR OTHER DEFECT,CONDIACIORSRALL MAKE REPAIRS AT SES OWN EXPENSE AND PRESSURE
<br /> CONTRACTOR ELECT0.S CONTRACTOR WHIIRACIO
<br /> TESD PIPE AGAIN.P'[F97INH IS PERFORMED INPOIRMONS,A FINALTEST SNAL.BE PERFORMEDTO
<br /> 1LGI!ERALNHTFS: ENSURE INTE4TlRY OF ENTIRE PPE'RI.'
<br /> I.THESE NOTES SELECT OPTIONS WIUTIDVER THE GENERAL SPP.CIFICATMN3 GIVE A CWXE OF MATERIALS OF 3.UNLESS sFECA.LY NOTED ON DRAWING MO NOT CLIA'ALL PVC PPE SPIAL BE SOLVENT WELDED
<br /> CONSTRUCTION TECHNIQUES.ALSO,THESE NOTES SUPERSEDE THE PROTECT DRAWINGS AND GENERAL IN ACCORDANCE Win MAHUFACIVAERE SPECMCAVONS,
<br /> SPECIFICATIONS N TIE EVENT WNTLADLCDONs OR CONFLCrs OCLSN DETWERm THEM.
<br /> N.ABOVE-GRODND CONVEYANCE PIPING SHALL BE ATTACHED TO UNHSTRVT
<br /> I.CONTRACTOR SIAL.mARANTP.E HIS CONSTRUCTION AGAINST ANY AND ALL DEFECTS FROM MATERIA.ANDIOR GOR EQLCVALENIT AT 5-FOOT INTERVALS.USE UNISTRUT PIE CLAMP OR EQUIVALENT.
<br /> WORKMANSII:?FOR A P0RIOD OF ONE MBAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE TING NPr R AND D.TRENCH END.EXCAVATION.CCKMM,AND PAVING:
<br /> CWNER. 5.NEW PACIFIC BELL TCLCPI[ONE SERVICE DROP TO TREATMENT COMPOUND WILL BE PROVIDED BY
<br /> 1.M TNO ASPHALT AND CONCRETE SURFACES SHALL RESAWCUT ALONG A STRATGHIT LINE PRIOR TO REMOVAL AND emNEER.oONTRACTORWILL HE RESPONSIBLE FCR IISTAWNO WIRING,FROM PACIFIC BELL BOK
<br /> 3,CWTRACTORsHAL.S[IPPLYENGINEERANDAOROWNawrriiADETAn.EDPRO1ECr SCHF➢UTEAFIISMAKn EVERY SOLLEKCAVATION. TO THE OXMIZER,STANDARD PHONE JACK(S)MODEL RMC SIWA.RE PROVIDED
<br /> POSSIRLE EFFORT TO STAY ON THAT SCI1m51L$NCLHODVG WORRINO OVERTIME DR HIRING ADDITIONAL EMF�LOYEES
<br /> AT CONTRACFURS EXFINSR SHOULD PROTBCT PAL.HEHPID SCHEDULE. 2.UTILITY TRENCHES SHALL BEEXCAVATED A MINIMUM OF 2 INCHES DEEPER THAN TIM INVERT OF INSTALLED PIPES. ,ALL ELECTRICAL R'ESE SHAT BE ENCLOSm NMETALLIC ELECTRICAL CMIDVIT OR WATER
<br /> ALL BELOW GRADE FINO SHALL HAYS A A@IdNJM COVER OF 24 INCHES(RXCM WHERE SPBCUTEBy PLEASE RUPEE -TIGHT FLEX CONDUIT,AS APPLICABLE.
<br /> 4,AT71@CNYOTLEIoNOF EACH WORK WEEK,CONTRACTOR SHALL PAN TO 771B ENGINEER ASUMMARY OF TIM CURRENT TO DETAIL I9 FOR MLNDIUM TAENIAL RACKFIL.REQUIREIiNS WHICH APPLY TO ALLSTRE TRFMCH M'.
<br /> TOUIL's ACTIMTEE,NUMBER OF PERSONNEL AT SITE,AND THE NEAT TWO WE,=sCF3mIRE OFACTi MIM 7.NEW HUBCIRICAL SERVICE SHAM BE RNOENUAOHRID INSTALLATION PERPDRH
<br /> 3.004NRACT0R SHALL BACRrIS UTILITY TRENCHES WNH CLEAN SANG IN A000RLM1NTE wNM CALTRANS STANDARD GRWO)DOX SPECIFICATIONS.OWNER WILL BE RESPONS®LE FOR PONE FEES ELECTRICAL
<br /> S.ANY CONTRADICTIONS OR OONFLLCTNG STAFG1FxH5 CONTAINED IXYNt$a NOTES OR BETWEEN THESE NOTES AND, SPFCRECA770M SECTION 163.Vn.UTILITY TRENCH BACKFILL SHALL DE COMPACTED TO AT IFA MPERCLWOF SFRNLE SHALL BE 12VMVOLT.YPNASE,260 AMP SIAVICL OOMRACrOKSMALL BE
<br /> THE FRCJELT DRAWINGS OR GENERAL SPECIFICATIONS SHALL BROUGHT TO THE ATTENTION OF THE ENGINEER MJQCMUM DRY DENSITY AS 13MTRMDMD BY ASTM D.1557. RESPONISISLE FOR TIN COORDINATION OF SERVICE NSTA.LAMUN.
<br /> rMMEDLATELY,CONTACTOR 13 TO REVIEW BRA WINGS AND CONDUCT A SITE VISIT PRIDE.TO START OP WORK,ANY
<br /> CONFLICT BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SI LUL BE BROUGHT TO THE ATTENEON OF MID M.CONTRACTOR SHALL PLACE A MNUAVM OF 6 NC7ES OF AGGREGATE BASE PRIOR TO SURFACING.AGGREGATE S.CONTRACTOR SHALL COCRDINATE INSTALLATION OF NEW PO&E OAS SERVICE AND INSTALLATION
<br /> ENGINEER PRIOR TO START OF WORK. BASS SHALL DE CLASS n A.I.,314 NCH MAXIMUM Aa=OATE.AGGREGATE BASE SHALL BECOMPACm TO 91 OF NEW PauOAS MBTER ODMTRACIOR SHALL PROVIDO BELOW-ANE ADCVE:GRADE PIPING FROM
<br /> PERCENT OF MID MAXIMUM DRYD6NSITY AS DNEI 11 BY ASIM 11-1157. THE METER TD Ton OXIDIIER-
<br /> 6,CONTRACTOR SHALL BE RESPONSIBLE FOR VCRIFYINU ALL FTEL13 DIMENSIONS 07FORE BEGINNING WORK;
<br /> THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY, 1.CONTRACTOR SIIAL LBE RESPONSIBLE FOR KEEPING SURFACE WATER MOM OVERSATURATNGTRBNCIES.P OVER-
<br /> 7.LOCAMONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY.OSHATL HE SA $NOCCURS.WNTRALTO0.51WI,REMEDY E18SI'IVAMON AT FEE OWN COSI'NORDER TO MAINTAIN LEGEND,
<br /> THE CONTRACTOR'S RESPONSIBILN TO DE7ERMNE THE EXACr LOCATXNS OF ALL UIEDIE$WHETHER 91OWN OR ➢C-SOIL DORM
<br /> NOT. &SURPACNO SHALL HE RR4ACEM WITH LLE PAVEMENT,UNLESS SHOWN OTH62WM AND SHALL EB RESTORED TO E-ELECTRICAL UrE7nr
<br /> EXISTING CONDITIONS. MW-MONrimm wULL
<br /> 9.ALL SmEWALKS ANDOTHER IMPROVEMENTS WHICH SURROUND TIN PROPERTY SHALL REMAIN UVOISTUREm AHD SS-SANITARY SEWER
<br /> RNDAMAUED AS A RESULT OF THE PROTECT. T.NEW CONCRETE PAD SHALL HAVE A MAMWUM WATERICEMENT RAMO 5:I MACIANA.MM SACKyWD SIAL HAVE A YEW-VAPOREITRACTION WELL.
<br /> NIINDTW 23•DAY COPPRESSiVE STRBNGTH:)F 2.506 PSL CONCRITER PAD SHALL HAVE A M@IANM THICKNESS NESS OF 6 NCI ES.
<br /> R.nAAR1CADFS AND SEOURDI'FF.NCINO SHALL OB PROVIDED AS NEEDED AT ALL EXCAVATIONS AND DISRIR➢ED ARMS SAWCUT EDGE OF EXISTING ASPHALT SiLALL no CLEAN PRIOR TO NEW CONCRETE PLACITIMHT:
<br /> THROUCHOVrM ID PROJELT,TO INSURE VE1 ncU AND PEDESTRIAN SAFETY,BARRICADES SHAD.RB LIGHNED FROM
<br /> DUSK TO DA WN MEROUGI IOUT TNA PROJECT. B.CONTRACTOR SILALL sCREEN ALL EXCAVATED SOIL FOR GASOLINE CONTAMINATION AND STOCKPILE IN SEPARATCD
<br /> 'CI.PAN'AND'CONTAMNATED'YILES.ALL EXCAVATED SOIL SHALT.BE STOCKPILED ON,AND COVERED WITH PLASHC
<br /> IO.CONTRACTOR SHIAIL HE COVERED BY INSURANCE AUEQUA M TO NBEMNLPY OWNER AGAINST LOSS,DAMAGE,OR SHEETS FOR SAMPLING BY ENGINEER PRIOR TO DISPOSAL.'CLEAN'EXCAVATED SOIL SHALL 82 PROMPTLY DISPOSED
<br /> INJURY CLAIM WHICH MIGHT ARISE AS A RESULT OF MRS PROJEO'. OF AT CONTRACTORS TDPHNSE AT APPROVED CLASS DI LANDFILL OWNER SHALL 29 RESPONSIBLE FOR DISPOSAL OF
<br /> STOC J7 ED-CONTAMINA=sod
<br /> ]1.OM.rn4Sa4VNFA Oa FNG]NEEa MAY AUTHONZE A CONTRACT MORA'AND ISSUE AN ALTFAATTON OR A CI LANGE
<br /> ORDER TO TIM CONTRACT.SHOULD THE CONTRACTOR BELIEVE AN EXTRA N WARRANIPv.ISE SNULL IMMEDIATELY P.CONTRACTOR SHAT.REMOVE AND DISPOSE OF ALL DetOLISEgD ASPHALT AND CONCRETE FROM TTM SITE AS
<br /> CDM,UJNR ATE WITH THE OWNFRUR ENONERA AND SL'BMITA QUOrEOPA FIRM FIXID FRRx ORA KNOT TORXCEED• REQUOUCD.
<br /> COST.
<br /> I2.SOESIAIOEMALNTANEDNANEATANDCLEANCDNINTIONMIROUMWUi CONSTRUCrrONACNVNIESNODPBRI3, LANDSo.TIM��RSFO S.UCKPILI EXCANTAPPROVOR D0ON-4CLMON SFOR IORNO CONSTRUCTtONMATERWS
<br /> MOUNDS OF EARTH.ARTICLES OR EXCESS MATERIAL SHALL REMAIN AFTE0.COMPLE ION OF THE FROIPLT. OIIPMENf,AND FOR STOCKPILING EXCAYATEDSCd OR DEMOLITION DORIS,RI
<br /> 13.CON LAcmxsnALL ACCEPT THE PREMISES EM-As TS CONDITION,NETHTERTHE OWNERNOR ENGINEER MAKES ANY
<br /> WARRANHES.EXRRESSEDORIMPLED,ASIOMMCONUDIONSOFTHLL'PREMISESNCLRIDNG,nUTNO"ftMIlDTO. E.TREATMENT COMPOUND:
<br /> FITNESS FOR ANY PAR77CULAR PURPOSE EXTSTNO DERRIS OR STORED MATERIAL THAT HE MOVED SHALL BE
<br /> MOVIE)RY CCNTAACTOR AND RETURNED TO ITS ORIGIN.LOCATION,UNDAMAGED AFTER PROIFL•r COMPLETION, L.EQUIPM PM ENCLOSURE SHALL BE EQUIPPED WIT!E A I RA;111)h:CPORTADLS FIRE EXTINGUISHER.FELE PJRIIGMSTUR
<br /> SHALL BE APPROPRIATELY ATTACHED TO FENCE NEAR ENTRY GATE.
<br /> LM,CONTRACTOR SHALL INSTALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH RmnCTIVE MANUFACTURERS`
<br /> INSTALLATION MLINUALS,TUMRM PLUMBING CODE OA%UNTFORMBOEDNOWDERUBC7,NAMONAL 2.ALL EQUIPMENT SILUL HE INSTALLED LEVEL AND SEISMICALLY BRACED PER N)C19979TA.WARDU SXTEWORNr
<br /> ELECTRIC OODB(NPCI AND RNPFOAM FIRE CODE(CINCH STANDARDS AND SPE=CAMONS, EQummoti T SHALL OE SECURED AT AL.ODIWERS TO CONOIEIE PAD WITH IQ BICH n1AMELTR REU>4m D WEDGE
<br /> 15.ENO¢FEER SMALL NOT®RESPONSIBLE FOR MIN ACES 01 O.LESStl)TlS,CON$T1ilTCIION ANCEIRES OR EQUNALTENr.WEDGE ANCHORS SHAT.BE CMDmDEDA MINIMUM OF I-UJ ENUHUs IN CONCRETE PAD
<br /> NIOUTS,SEQUENCES OR PROCEDURES,OR FOR n IE SAFETY PRECIUNORs AND PROGRAMS OF TIM COMR.1CTER.� AND SHALL BE SECURED TO I%7UPMhTfFSKIP USNOALOPC-wASFrFR AND NOT.
<br /> SUBCONTRACTORS,OR ANY COTTER PERSONS PERFORMING WORN ON TEE PROJECT.
<br /> CONTRACTOR SHALL COORDINATE AL.WORK WOHOWNER TO MTWWM DISRUPTION TO BUSDTSS OPERATIONS O QROFESSlpy9`
<br /> SCH���z
<br /> 04-29
<br /> q Exp. o
<br /> Rrt C1Y11,1 a
<br /> REFERENCES ���`f CAIA�O��\
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<br /> Im•w,v19 e.... ••mow REIDSION9 I REVISION'S IRaA.oacue Arco Facility No.2189 "
<br /> w Err w7E OEBpBYIRiM Nn erStmet
<br /> 3212 St N.ton,Californiafa Stockton,Crnia
<br /> �f �a '� CONSTRUCTION NOTES Z
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