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FA ,, '. C Dp12'-T <br /> E1. CONTRACTOR SHALL USC EVRELICCAUTION wNEH fxGVAiING <br /> C IYP FOR IMNS MD I.EXEN 50 AS NOt t0 DISTURALTERB ISTINGUER.11,OUND CONDUITS MD UULIIICS.CONTRACTOR SHALL <br /> NG <br /> ORICK WALL UNGERGR REPLACE.C%ICNp OR OIHEMASC.LLTCR E%ISIINCDER ART)D UILIUCS AND CONDUITS WHICH ARE DISTURBED <br /> 1 ASAPMia(TNS WORK t0 THE ULUWIE SATISFACTION OF <br /> INC MCO eLOlllll AND Ar HO ADDI110NAL CHARGE <br /> ° ° CI 10H[OWNERUNLESSMgOK0W THE OWNER'S <br /> LFRCPRESCNIAINE IN ADVANCE.CCNIRACTOR SH.LLL NOTITY <br /> UNDEGROUDSERVICE ALERT AI LUST.8 HOURS RCFORCDIGGINGYNDERCROLINO 5£IMC('ALERT: <br /> -B00-8.2211./--BARRIER POST,TW 2. ALL AREAS TO RECEIVE FILL LIOULD BE RECOUPAGTED TO <br /> rf A uIHIYUu pEU1NE DENSITY Of 903 Of THE YA%IYUJ pM <br /> SEE DET.I/CS OCNLT•AS DEICA41NF0 BY Mfu DCSIG.T.ON 0155'.THE <br /> LIQUID YOIStuRE CONTENT Of THE RECOJPA;IED SOILS SHOULD BE <br /> AT <br /> OR NEW THE OPTIMUM u01SIURE CONTENT. <br /> STORAGE DRUM SCHEDULE BD PVC PIPE ]. SAWCUi EXISTING PAKMENT TO PRDVOE A CLEAN MD UNIFORM <br /> SEE SPECS JOINT PROM t0 R[PAWNG REPAVE TO C%Si1NC CONDITIONS. <br /> / AIR'SPARFJNC PIPE MANIFOLD 1.ALL <br /> PIPING f0 BE SOLVENT WELDED PVC UNLESS OIHERMSE <br /> a <br /> SEE DETAIL F/C3 OTED. <br /> / I I 5 CONCRETTE E SNALTEEL E gE 0 PSI <br /> YRE,ONIF <br /> ORCEYCN1 SHALL 0E <br /> A <br /> FENCING AND GTC 51ULL MEB FRCP NIGH,C,wN LINK PCRLLWENT <br /> �1 0l CONSTRICTION YnIN PRE-SLATED—1 PLASTIC SUIS. - <br /> -- HEAT REDUCING MANIFOLD I. PRESSURE TEST OF HOLM DURATION SHALL BE PERrORu(0 ON <br /> SEE DEI D/CJ BARED LINES OA NOH PCRIORAIED LINOS PRIOR r0 BAIXfILL. <br /> OURNG THE ICSi 0 PRESSURE LOSS SHALL OCNR UNOEfl A <br /> BINYUY PRESSURE Or BO POUx05 P[R SOUME INCH AS MEASURED <br /> � <br /> HANGECLOSURE.IOIICiiS BE WEENTSECt10N5 C5M LLM BE LER <br /> B <br /> _ C%Eg5E0 UHt1l NlER A ICSi IS YME ON tHE CLOSURE JOINT.. <br /> -2'SCHEDULE 60 PVC PIPE VES OWEVER.ATO•EIDVSCD JOnf OR OPE BNALL BE PROTECTED <br /> - I FOGY WRECT SUNARIi.LFAKM2 DURING 1HE POST PEROD SHALL <br /> NOt AESWI IH A PRESSURE IOSi U TNC PEST IS NOi PASSED, <br /> VAPOR E%TRACPON MANIFOLD UHC LEVE SHALL OC FOUND ULNG A LEAK DEIECTNkI i[NNIDIE <br /> SEE DETAIL E/CJ LWC /ESTEO.iO THE SAUSfACiID..a THE ENGINEER MO THE <br /> 8,ALL ASPHALT SHOULD BE SAW'CUT PRIOR t0 REMOVAL. <br /> ,j _-- ---�TO AIR SPARGE HELLS 9. PIPE SHALL NOF <br /> WK POCKETS TO ED DUE TO SAGGING OF THE <br /> FROM SOIL VAPOR PA(BETWEEN SUPPORIS CAUSED IH THE wEICnT OF THE PIPE,VALKS <br /> _ I /� AND FININGS.. <br /> S '� ________y/ Ex TRACTION WELLS 10-PROVIDE PIPE SUPPORTS FOR REYCDAIIOMMfA AT 4-FOOT INICWALS. <br /> -- ---� SEE DETAIL K/M <br /> --__ -___ FROM EMERGENCY it, <br /> TOTAL TRENCH LENGTH APPROMWTELY NO FEET. <br /> SHUTOFF•SMTCH 12,CONTRACTOR SHAL SUBUR TOR AND OBTAIN ALL NECESSARY PERMITS <br /> ELECTRICAL POWER ° ° FROM NATURAL GAS SOURCE FOR rR[NGllnq[%MAY".r[MONO.E1➢, <br /> POLE AND METER C. 13.CONTRACTOR SHAM[ONTACf YR,UDN M081NE Di PGE AT <br /> (RA)912-1.98 FOR TM A1DN O NATUML LAS SERVICE. <br /> NEW THERMTECH NEW SPARGE BLOWER NATURAL CAS TL_SUPPLWO Ar M[NATURAL PRESSUREER <br /> VAC25 OXIDIZER SEE SPECIFICATIONS MIO PLG, E TO <br /> INSTALL NCW4E/ER FOR flEYCOAMN <br /> 4 SYSTEM D AS PIP AT IN THE Rf CORKR DF S---PNOPERIY. <br /> SEE SPECIFICATIONS ANNEAL GAS ARMC A ME OF'ltrR F MFA GALL BE SUPPORTED <br /> CHAIN SINN ET.CE AND ABOVE GRADE AT A MAXIMUM OF EIUM FOOL INIfWALS SCC <br /> FOR CONNECTION, CATS.SEE DET.C/CS DETAIL I/cs FOR PIPE suPPoflr DfrAL coryrW.croR.uusr raLOr <br /> SEE DET.J/ Al MPC,STATL,MD LOCAL IB:p11AtoHs FOR INS1ALIAlIO,,, <br /> ICALL PENETRATIONS FOR CONDUIT AND PIPING SWILL BE WITHIN <br /> CDNGALIE PAD. <br /> BauIPMErIr LAYOUT 15.IARC[RA"(SW[EPS)EUBOWS ARE TO BE USED ON AL Y PPMG. <br /> 3 �oQROFESS/pNq� PART PLAN <br /> yQ4J�Iti S(yG (;yc SCALE:3/B'=r •. <br /> _a <br /> P <br /> 042917 SYMBOLS. ABBREVIATIONS, <br /> Xp y L ;5Z RVA VALK AS AR SPMGIW <br /> NORMALLY OPEN GRC FAJLVAR2C0 RICO CONDUIT <br /> `/`� CIVIC Q. 0-30 MCNES TATER NC MATIURAL GAS <br /> `\ p VACUN CALAG[ M SOIL VAPOR CXTRACIgN •� ,L 2 <br /> TF OP CAI�i �_ 0-100 PST CS CALVATR2EB STEEL SITE E PLAN SEE ADDENDUM 1 <br /> PRESSURE CAUSE <br /> k <br /> Effi!Brown and Caldwell :"' ° `-~ RCVtLONS1CALC N NPI n,C.N WEESO.PM,. RY MI[ APP$OD��,°•�.11orn10 rlC 7596 ARCO Products Company ' AS SIIGWN Dca9N(D KEL A�..s� •• - In"wxD Huuu[nGArt: DRAWT��a--�- D"�` SITE PLAN, PARTPLAN^SYMDOLS, ClCNC.. Sfaf10f1 �3 $�Of�Eton, Calfarnia DArt: acarD <br />