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m <br />3 <br />0 <br />W <br />1160 <br />L4 <br />n <br />0 <br />L4 <br />N <br />0 <br />W <br />0 <br />0 <br />L4 <br />ni <br />0 <br />0 <br />Li <br />0 <br />LL� <br />r <br />0 <br />0 <br />t" <br />0 <br />Nr <br />/ <br />J <br />C <br />Q <br />/ <br />m <br />/£ <br />Ln <br />o <br />d <br />I - <br />CIO <br />CDCU <br />U <br />0 M <br />d d <br />N <br />o u <br />Wa <br />UC <br />J C <br />� a <br />1/2" LIQUID—TIGI <br />FLEXIBLE CONDL <br />AND CONNECTI( <br />FITTINI <br />1/2" BALL CALI <br />VALVE WHEN <br />t <br />""")RE INDICATING <br />BITTER <br />NOTE: <br />1. 1/2" STAINLESS STEEL PIPING & VALVES. <br />■ . 111111114311 11611 . . . <br />GALV. STEEL LIFT EYE <br />t <br />• <br />I <br />BODY <br />GRAVEL BASE <br />6" THICK <br />3" KNOCKOUTS <br />1/2" BALL ISOLATION VALVE <br />PIPE BOSS <br />OR FITTING <br />1/4" CONN. <br />WAFER TYPE PRESSURE <br />SENSOR VALVE WHEN <br />SHOWN ON P&ID <br />COVER TO BE MARKED <br />AS REQUIRED. <br />BRASS SWING BOLTS & NUTS <br />IN DIAGONALCORNERS <br />CONCRETE PULLBOX, CHRISTY, JENSEN <br />OR APPROVED EQUAL. PULLBOX TO <br />BE APPROPRIATE SIZE FOR NUMBER <br />AND SIZE OF CONDUITS ENTERING <br />AND EXITING. PROVIDE EXTENSIONS AS <br />REQUIRED FOR DEPTH <br />IN UNPAVED AREAS, PROVIDE CONCRETE <br />COLLAR AROUND PULLBOX, 6" MIN. WIDE <br />BY 6" MIN. DEEP <br />ALL CONDUIT WITH–IN THE CONCRETE <br />PULLBOX ARE TO BE SEALED WITH RTV <br />DUCT SEAL TO PREVENT WATER <br />ENTERING CONDUIT SYSTEM <br />ALL CONDUCTORS AND CABLES ARE TO <br />BE GROUPED AND WIRE TIED EVERY 6" <br />PER CONDUIT FILL <br />ALL SPLICES WITH–IN THE CONCRETE <br />PULLBOX ARE TO BE SEALED WITH AN <br />INSULATING AND ENCAPSULATING RESIN <br />PACK, SCOTCHCAST 4 OR EQUAL <br />FINISH GRADE <br />COMPACTED AGGREGATE BASE & -- ----- <br />FINISH AS NEEDED (95% COMPACTION MIN.) <br />IF COMPACTION NOT POSSIBLE, BACKFILL <br />WITH CONCRETE IN TRAFFIC AREAS <br />WARNING TAPE <br />2" RED CONCRETE <br />SLAB <br />SAND BACKFILL <br />CONDUIT (TYP) <br />SCALE: NONE <br />3" <br />MIN', <br />MIN <br />o z <br />I <br />(V <br />FINISHED CONCRETE <br />SLAB <br />a <br />Z COMPACTED AGGREGATE BASE & <br />FINISH AS NEEDED (95% COMPACTION <br />MIN.) IF COMPACTION NOT POSSIBLE, <br />BACKFILL WITH CONCRETE IN <br />TRAFFIC AREAS. <br />z <br />M � <br />LOS PER ELEMENTARY DRAWING <br />STAINLESS STEEL CONDUIT SUPPORT <br />CHANNEL, UNISTRUT OR EQUAL <br />RIGID STEEL/PVC COATED CONDUIT <br />SIZE PER SCHEDULE <br />INSTALL WITH (4) STAINBLESS STEEL <br />CONCRETE ANCHOR BOLTS <br />1/4" STAINLESS STEEL PLATE WELDED <br />TO SUPPORT CHANNEL <br />METALLIC SHRINKAGE RESISTANT GROUT <br />}t <br />6 SQ. -f--� FINISHED CONCRETE FLOOR <br />OR PAD <br />SIDE VIEW <br />SCALE: NONE <br />CONDUIT, TYP <br />SAND BACKFILL <br />3" <br />MIN <br />12" MIN <br />Iz <br />z <br />N <br />RIGID STEEL/PVC COATED <br />CONDUIT COUPLING AND <br />PLUG FOR SPARE <br />CONDUIT. <br />PROVIDE RIGID STEEL/PVC <br />COATED CONDUIT RISER <br />AS REQUIRED FOR DEEPER <br />CONDUITS. <br />NOTE: <br />COORDINATE COUPLING LOCATION <br />TO MATCH LOCATION OF FUTURE <br />EQUIPMENT WHERE REQUIRED. <br />i <br />SCALE: NONE <br />COUNTY APPROVAL <br />APPROVED BY DATE <br />RIGID STEEL/PVC COATED <br />CONDUIT ELBOW <br />PVC CONDUIT, SIZE AS— <br />REQUIRED ON SCHEDULE <br />QRgE E SS1�N9 <br />ILLIAM P. <br />CASSCn <br />ITY' <br />E— 17132 , m <br />* Exp. 09/30/07 <br />TR <br />CAL��Q/J <br />IF <br />�e <br />Ii <br />I IN <br />RECORD DRAWING <br />REcoR® DRAWING <br />Corrections By <br />These record drawings have been prepared <br />No Changes By <br />based on information provided by others. <br />CONCRETE PULLBOX DETAIL E <br />FLOOR MOUNTED LOS SUPPORT DETAILF <br />De T <br />The Engineer has not verified the accuracy <br />of such information and shall not be resp— <br />�F, Person Using This Drawing Should Verify <br />All information By inspecting The Site Of Work <br />onsible for any errors or omissions which <br />may be incorporated herein as a result. <br />SCALE: NONE E2 <br />SCALE: NONE E2 <br />SCALE <br />BARFULLL SCALEIS ONE R <br />DATE <br />DESIGNED MB <br />ECO. LOGIC <br />FLYING J INC. <br />FLYING J-LODI <br />DRAWING NUMBER <br />SHEET NUMBER <br />NO SCALE <br />° <br />,F NOT ONE INCH <br />JULY 2007 <br />DRAWN BD <br />333 WEST CENTER STREET <br />CSA 31 WELL NUMBER 3 NITRATE <br />TYPICAL ELECTRICAL DETAILS <br />E2 <br />Engineering <br />FILE <br />OETHISSHEET <br />sc <br />FLYJ07-007 <br />CHECKED BC <br />Rocklin, California <br />NORTH SALT LAKE, UT 84054 <br />TREATMENT SYSTEM SITE IMPROVEMENTS <br />13 OF 22 <br />