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1/2" LIQUID-TIGI <br />FLEXIBLE CONDL <br />AND CONNECTI( <br />FITTINI <br />1/2" BALL CALI <br />VALVE WHEN <br />LW <br />^^111.IRE INDICATING <br />OTTER <br />NOTE: <br />1. 1/2" STAINLESS STEEL PIPING & VALVES. <br />1/2" BALL ISOLATION VALVE <br />PIPE BOSS <br />DR FITTING <br />1/4" CONN. <br />WAFER TYPE PRESSURE <br />SENSOR VALVE WHEN <br />SHOWN ON P&ID <br />PRESSURE INDICATING TRANSMITTER DETAIL <br />SCALE: NONE <br />GALV. STEEL LIFT EYE <br />3 GA. WELDED WIRE <br />REINFORCING <br />CONCRETE <br />BODY <br />COVER TO BE MARKED <br />AS REQUIRED. <br />C BRASS SWING BOLTS & NUTS <br />IN DIAGONALCORNERS <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 />TRENCH DETAIL <br />SCALE: NONE <br />0 <br />x <br />OD <br />FINISHED CONCRETE <br />Z SLAB <br />f <br />N <br />i G <br />COMPACTED AGGREGATE BASE & <br />FINISH AS NEEDED (95% COMPACTION <br />MIN.) IF COMPACTION NOT POSSIBLE, <br />BACKFILL WITH CONCRETE IN <br />TRAFFIC AREAS. <br />CONDUIT, TYPE <br />z <br />3" M � <br />MIN SAND BACKFILL <br />1'-0 <br />11 <br />MIN <br />LOS PER ELEMENTARY DRAWING <br />STAINLESS STEEL CONDUIT SUPPORT <br />CHANNEL, UNISTRUT OR EQUAL <br />n A n <br />3" <br />MIN <br />12" MIN <br />UNDER SLAB TRENCH DETAIL <br />SCALE: NONE <br />M <br />r u n <br />COUNTY APPROVAL <br />REVISION DESCRIPTION APPROVED BY I DATE <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 />G CONDUITS. F FINISHED FLOOR <br />z <br />A_� <br />NOTE: <br />COORDINATE COUPLING LOCATION <br />TO MATCH LOCATION OF FUTURE <br />EQUIPMENT WHERE REQUIRED. <br />PVC CONDUIT STUB -UP <br />SCALE: NONE <br />RIGID STEEL/PVC COATED <br />CONDUIT ELBOW <br />PVC CONDUIT, SIZE AS— <br />REQUIRED ON SCHEDULE <br />CONCRETE PULLBOX, CHB TO J <br />FOR ULLNUMBER 3'-0" I I RIGID STEEL/PVC COATED CONDUIT <br />EN <br />BE APPROPRIATE SIZE FOR N <br />OR APPROVED EQUAL. �� SIZE PER SCHEDULE <br />/ <br />AND SIZE OF CONDUITS ENTERING <br />AND EXITING. PROVIDE EXTENSIONS AS <br />REQUIRED FOR DEPTH INSTALL WITH (4) STAINBLESS STEEL <br />` IN UNPAVED AREAS, PROVIDE CONCRETE CONCRETE ANCHOR BOLTS <br />., COLLAR AROUND PULLBOX, 6' MIN. WIDE <br />/ BY 6" MIN. DEEP 1/4" STAINLESS STEEL PLATE WELDED oQRpFESS/pial <br />TO SUPPORT CHANNEL <br />ALL CONDUIT WITH—IN THE CONCRETE <br />PULLBOX ARE TO BE SEALED WITH RTV METALLIC SHRINKAGE RESISTANT GROUT c <br />ILLIAM P. y <br />DUCT SEAL TO PREVENT WATER CASSITY <br />ENTERING CONDUIT SYSTEM I c� m <br />„ E-17132 , <br />6 SQ. FINISHED CONCRETE FLOOREzp. 09/30/07 <br />BELGROUPED TAND WIRE ORS AND CTIED EVERY 6" ABLES ARE TOOR PAD * FBF GPS <br />PER CONDUIT FILL SIDE VIEW l9Tf CTRL <br />GRAVEL BASE OF CRUF <br />6" THICK ALL SPLICES WITH—IN THE CONCRETE <br />PULLBOX ARE TO BE SEALED WITH AN <br />3" KNOCKOUTS I <br />AENCAPSULATING RESIN <br />CK, SCOTCHCAST 4 OR EQUAL <br />1E <br />■ [ <br />1< <br />DRAWING <br />RECORD DRAWING <br />— -- <br />These record drawings have been prepared <br />based on information provided by others. <br />CONCRETE PULLBOX <br />DETAIL <br />E <br />FLOOR MOUNTED <br />LOS SUPPORT <br />DETAIL F <br />,',/�� <br />---- fr� - <br />The Engineer has not verified the accuracy <br />Information be - <br />r.; (i .n,t l ris Drawing Should Verify <br />! ' I I< i B n p acting The Site Of Work <br />of such and shall not resp <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 />BAR IS ONE INCH <br />AT FULL SCALE <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 />0��1" <br />IF NOT ONE INCH <br />JULY 2007 <br />DRAWN BD <br />333 <br />WEST CENTER STREET <br />CSA 31 WELL NUMBER 3 NITRATE <br />TYPICAL ELECTRICAL DETAILS <br />E2 <br />FILE <br />Engineering <br />SCAON THIS SHEET <br />LE ACCORDINGLY <br />FLYJ07-007 <br />CHECKED BC <br />Rocklin, California <br />NORTH <br />SALT LAKE, UT 84054 <br />TREATMENT SYSTEM SITE IMPROVEMENTS <br />13 of 22 <br />