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M � <br /> Q P <br /> I <br /> H a K L — <br /> G <br /> 1 1Q <br /> t <br /> LELECTRICAL PANEL VAPOR EXTRACTION MANIFOLD <br /> /• SEE DET A/El SEE DETAIL G/CS GENERAL NOTESH <br /> I CONTRACTOR SHAM USE EXTREME CJ1lIT10N WHEN EXCAVATUHC 7 PRESSURE TEST OF i HOURS DLu+D LIKES SHALL REP RFOBACK ILL ON <br /> FOR RANKS AND TRENCHES R AS NOT SO WHOISEN E EXISTING <br /> BURIED LANES 0R NOM PERFORATED LINES PRIOR t0 BACKFILL <br /> 9 <br /> EXISTING SCHEDULE BO PVC PIPE UNDERGROUND CONDUITS AND UTiUTIE5 CONTRACTOR SHALL DINING THE TEST NO PRESSURE LOSS 5HAN1 OCCUR UNDER A <br /> 1 MINIMUM PRESSURE OF 20-2� ASL` STEM£RAtURE <br /> REROUTE REPLACE EXTEND OR OTHERWISE ALTER EXISTING MEASURED BY A PRESSURE <br /> Q UNDERGROUND UTILITIES ANO CONDUITS WHICH ARE DISTURBED CHANCE CLOSURE JOINTS BETWEEN SECTION'' SHALL RED FORE LECI <br /> AS A PART OF THIS WORK TO THE ULTIMATE SATISFACTION OF EXPOSED UNTIL AFTER A TEST IS MAGE ON TME CLOSURE ,TED <br /> g -------- ----------------Z 2 SVE FROM WELLS VES-1 TME ARCO FIELD ENGINEER AND AT NO ADDIlgNAI CHARGE HOWEVER, ANY fXPOSEO ,PITT E PIPE THE TEST PEL BE RIOD SHALL <br /> __ „--- TO THE OWNER UNLESS APPROVED BY DHE OWNER'S FROM DWECT SUNLIGHT IEAKA�+E IF T <br /> --- __________ VES-2 VES-4 VES-5 VES-6 REPRESENTATIVE IN ADVANCE CONTRACTOR SHALL NOTIFY NOT RESULT IN A PRESSURE 1055 If THE TEST GLEN E ENIGLNE N <br /> t --- ---- --- --------- --# VES-7. ATR-4 ATR-5 & TEX-T UNDERGROUND SERVICE ALERT AT TElSI 46 HDQRS BEFORE THE LEAK SHALL TE FOUND USING AN APPROVED <br /> -_i rECHN10UE AND REPAWED TO THE SATlSFACTXk1 OF THE ENGuIEER <br /> KNOCK-OUT DRUM _ ( AND THE TINE Rf1E5TE0 <br /> __� I-BOOUNDERGROUND64424 SERVICE ALERT <br /> -_� B MANYfAYs SHALL BE 24'■ 2j WATERTIGHT TRAFFIC RATED SPRING g <br /> _ 2 ALL AREAS TO RECEIVE FILL SHOULD RE RECOMPACTED TO J ASSISTED LID WITH CONCRETE UTILITY BOX. <br /> n _-----------------^-^I 2" AS TO WELLS VES-3 A MINIMUM RELATIVE DENSITY OF 9H7X OF 7HE MAXIMUM DRY I9 PIPE SHALL Not HAVE POCKETS FORMEd DUE TO SAOOWG OF THE <br /> ___q VES--4. VES-5 & VES-6 DENSITY AS DETERMINED BY ASTM DESXYMTION 01557 THE I PIPE BETWEEN SUPPORTS CAUSED BY THE 1MEt[,YHT OF THE PIPE. VALVES. <br /> 8 CATALYTIC OXIDIZER '---------- MOISTURE CONTENT OF THE RECOMPACTED SOILS SHOULD BE <br /> R. CS _r-------- <br /> -___4 AT OR NEAR THE OPTIMUM MOISTURE CONTENT <br /> ----- -- ----__71" AS TO WELLS VES-t. VES-2- IO.PROVIOE PIPE SUPPORTS FOR REMEDIATKXN AREA At �-FOOT 11/rfRVALS <br /> n ---- VES-7 SMW-1. S-1, 5-2 >)C S-3 3 JOINT T EXISTING PRIOR TO REPAVIHIG.TREPA XISl1l/C CONDITIONS. 1 SEE OETAHL K/Cb. <br /> T1 TOTAL TRENCH LENOTH APPROXIMATELY 3DO FEET <br /> ' <br /> EXISTING SCHEDULE 80 PVC PIPE 4 ALL PIPING 10 BE SOLVENT WELDED PVC UNLESS OTHERWISE FOR AND OBTAIN ALL NECESSARY PERMITS <br /> NOTED 112 CONTRACTOR SHALL SURYIT <br /> AIR SPARGING PIPE MANIFOLD I FOR TRENCHING. EXCAVATION. FENCuiO.ETC 7 <br /> 5 CONCRETE SILL BE 350b P9 REArCOFICEMENr SERUMAL RE <br /> SEE DETAIL H/C5 GRADE So STEEL /5 REBAR 42" OC. EW 1113 LARGE RADIUS (SWEEPS) ELBOWS ARE TO BE USED ON ALL T PIPING <br /> HEAT REDUCING MANIFOLD 6 FENCING <br /> �TRUCMM WITH PREAND CATE LSLATED13E 8 FWHITEET PL CHAIN LINK <br /> PERMANENT ! <br /> 7 SEE DETAIL L/CG <br /> CONCRETE PAD COMPRESSOR <br /> AND MOTOR <br /> VACUUM BLOWER REMOVABLE BARRIER POST TYP 6 <br /> SEE DETAIL R/C6 <br /> 4 <br /> � C2 <br /> CHAIN LINK FENCE WITH 12' GATE I H <br /> SEE DETAIL N/C6 <br /> 5 <br /> O 0 ` <br /> 4 r-pf1 <br /> BARRIER POST TYP • ` <br /> 5 SEE DETAIL O/CS <br /> /5042" EW <br /> Tt <br /> 3 CHAIN LINK FENCE GATE <br /> 1 1 J+ Z <br /> GRADE •i • b <br /> 4 , A A <br /> T <br /> POUT 'j ` ,� } � y3I £ <br /> EWIp)AEIiT LAYOUT <br /> 3 %� E` XFl -,qv-mw <br /> :4. ;� )��sllja't t T yt <br /> PART PLAN r 4 x �` <br /> • �i fr,, <br /> SCALE NONE <br /> DRIVEL BASE TILL)sYYBOLSe Ag$REYIJITiQM1SH NOTE <br /> ' <br /> AS AIR SPAR'GMG 1 CONCRETE SHALL BE 35M PSI. REIHFORCEME3NT RILL VALVE CRC GALVANIZED RIGID CONDUIT SHALL BE GRADE 60 STEEL <br /> NORMALLY OPENSHALL <br /> 3 SK0-30 ITCHES WATER GS 5011 VAPOR STEEL <br /> TION 2 GRAVEL BASEGROLl BASE BE CALiRANiS, <br /> VACUUM GAUGE CS GALVANIZED STEEL CLASS A A CA SASE ROCK <br /> �^ SECTION <br /> 0- PSI <br /> GAUGE <br /> SCALE �ONE <br /> 2 <br /> } <br /> 2 <br /> j SGmx T <br /> AS SHOWN <br /> RfrnsloNs <br /> AND A E_ ES 2DNE �Y � I°" al '� �\ ARCO Products Company ptA1YNC NWARCR <br /> 0 B R 0 W N FULL gzE `, c2 <br /> a/q4 r- .ccatuNa,? sem..f�+�-w1w �w-r PART PLAN, SYMBOLS, <br /> C L D W L L TILE —-6 zR -- yHEET NUHABER <br /> IRA Station M93, Tracy, CWofrd ©�TAd., AND C NERAL NOTES 2 of 7 <br /> n sueMIRtED DATE <br /> HugcMED UT Sd Vaw T"Ourmt Systm Cl P <br /> �-- <br /> �� � DATE CHEWD — I I.r 4.A <br /> g ¢ rcr w owva <br /> i D' DAZE CREdHEP_ <br /> APPROVE <br /> A " <br />