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B -1 <br />MATCH EXISTING SURFACE <br />AS REQUIRED. \ FINISH GRADE. <br />! I- <br />10 -- <br />i <br />COMPACTED BASE FILL & FINISH AS <br />i NEEDED (90% COMPACTION MIN.). <br />--I 24" MIN. <br />7 <br />SAND BACKFILL. <br />3" MIN. li, CONDUIT (TYP). <br />3" MIN. <br />W.i.l ��CONDUIT SPACER SADDLES AS <br />REQUIRED. <br />12" MIN. <br />1 TYPICAL TRENCH DETAIL <br />NO SCALE <br />CONCRETE PULLBOX, CHRISTY, <br />JENSEN, BROOKS, OR APPROVED <br />EQUAL. CHRISTY N9 SIZE SHOWN. <br />SIZE PULLBOX APPROPRIATELY FOR <br />—I NUMBER AND SIZE OF CONDUITS <br />ENTERING AND EXITING. PROVIDE <br />TRAFFIC RATED LID AND EXTENSIONS <br />WHERE INSTALLATION REQUIRES. LID <br />SHALL BE LABELED "POWER", <br />I "CONTROL", OR "SIGNAL" AS <br />6 <br />REQUIRED. <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 />op <br />0 <br />ALL CONDUIT WITH–IN THE CONCRETE <br />PULLBOX ARE TO BE SEALED WITH RTV <br />o <br />DUCT SEAL TO PREVENT WATER <br />ENTERING CONDUIT SYSTEM. <br />ALL CONDUCTORS AND CABLES ARE TO <br />5 <br />BE GROUPED AND WIRE TIED EVERY 6" <br />PER CONDUIT FILL. <br />i 2 TYPICAL CONCRETE <br />PULL <br />4+. <br />a 3 <br />LO <br />N <br />to <br />0 <br />t` — <br />0 <br />I <br />N <br />I <br />sY <br />rn 2 <br />3 <br />Uj <br />O) <br />0 <br />M <br />0 <br />i- <br />1 <br />NO SCALE <br />I <br />-I <br />LENGTH AS <br />REQUIRED \ + <br />SECTION VIEW <br />WALL MOUNTED <br />:RETE <br />-R <br />✓–RIGID STEE/PVC COATED <br />CONDUIT RISER. <br />II I II RIGID STEE/PVC COATED <br />CONDUIT COUPLING & PLUG <br />PROVIDE RIGID STEEL/PVC FOR SPARE CONDUIT. <br />COATED CONDUIT RISER AS <br />REQUIRED FOR DEEPER FINISHED FLOOR. <br />ROUTED CONDUITS. <br />° 0 <br />Z� a <br />�p4 <br />° a <br />a ° ° <br />° � n <br />PVC SCHEDULE 40, <br />SIZE AS REQUIRED <br />ON DRAWINGS <br />RIGID STEEL, PVC COATED— <br />CONDUIT <br />OATEDCONDUIT ELBOW. <br />NOTES: <br />COORDINATE COUPLING LOCATION <br />TO MATCH LOCATION OF FUTURE <br />EQUIPMENT WHERE REQUIRED. <br />VIDE BRASS SWING <br />rS FOR 'T' LIDS IN <br />TONALLY OPPOSITE <br />V ERS. <br />BODY <br />3" KNOCKOUTS. <br />BASE FOR DRAINAGE. <br />)X DETAIL <br />CONCRETE OR METAL <br />STRUCTURE. <br />INSTALL (2) STAINLESS STEEL <br />MACHINE BOLTS OR CONCRETE <br />ANCHOR BOLTS MINIMUM OR <br />WELD AS REQUIRED FOR <br />INSTALLATION. <br />STAINLESS STEEL CONDUIT <br />CLAMP & HARDWARE. <br />GALVANIZED RIGID STEEL/PVC <br />COATED CONDUIT. <br />STAINLESS STEEL CONDUIT <br />SUPPORT CHANNEL. UNISTRUT, <br />SUPERSTRUT OR EQUAL. <br />3 CONDUIT SUPPORT CHANNEL DETAIL <br />•k 'f A r <br />r <br />1 a r 31 <br />4 PVC CONDUIT STUB -UP DETAIL <br />NO SCALE <br />3/4" LIQUID–TIGHT FLEXIBLE <br />CONDUIT AND CONNECTORS <br />TO FIELD INSTRUMENT <br />(TYPICAL). <br />CORE DRI <br />CONDUIT <br />CONDUIT <br />GALVANIZED RIGID STEEL/PVC TO PULLE <br />COATED CONNECTOR & <br />REDUCER. <br />` GALVANIZED RIGID STEEL/PVC <br />COATED CONDUIT PER PLAN. <br />PVC COATED GUAT TYPE <br />CAST DEVICE BOX WITH <br />THREE HUBS, AND COVER. <br />5 CONDUIT CONNECTION DETAIL 'A' <br />FILE: 0309E11.DWG – E 11 1 EDIT: 4/12/2007 6:09 AM BY LISINSKI 1 PLOT: 4/12/2007 6:16 AM BY JOHN LISINSKI <br />NO SCALE <br />3/4" LIQUID–TIGHT FLEXIBLE <br />CONDUIT AND CONNECTORS <br />TO FIELD INSTRUMENT <br />(TYPICAL). <br />GALVANIZED RIGID STEEL/PVC <br />COATED CONNECTOR & <br />REDUCER. <br />GALVANIZED RIGID STEEL/PVC <br />COATED CONDUIT PER PLAN. <br />PVC COATED GUAL TYPE <br />CAST DEVICE BOX WITH <br />THREE HUBS, AND COVER. <br />)NNECTION DETAIL 'B' <br />7 <br />CONCRETE OR WOOD STRUCTURE. <br />SEAL PENTRATIONS TO PREVENT <br />ENTRANCE OF WATER. <br />CONDUIT PER PLANS. <br />---RIGID STEEL/PVC COATED <br />CONDUIT LB FITTING. <br />-RIGID STEEL/PVC COATED <br />fF/ <br />CONDUIT STUB–UP. <br />FINISHED GRADE. <br />CONDUIT STUB -UP DETAIL <br />CABLE CLAMP <br />(TYPICAL) <br />LEVEL SWITCH <br />(TYPICAL) <br />SWIVEL <br />POLY/E <br />COATEE <br />WET WELL WALL <br />SEAL CONDUIT WITH RTV <br />CONDUIT BUSHING <br />SUPPORT HANGER TO BE <br />BOLTED TO BASIN WALL <br />SUPPORT HANGER <br />SWIVEL <br />CABLES TO PULLBOX <br />STAINLESS STEEL <br />SUSFENSION CABLE <br />DETAIL NOTES: <br />1. ALL HARDWARE, CLAMPS & HANGER <br />SHALL BE STAINLESS STEEL. <br />2. SUPPORT HANGER SHALL BE LOCATED <br />AT THE TOP OF THE BASIN. <br />3. SUPPORT HANGER SHALL SUSPEND <br />CABLE TO PROVIDE CLEARANCE FOR <br />PROPER LEVEL SWITCH OPERATION. <br />4. LEVEL SWITCHES SHALL BE POSITIONED <br />AND ROTATED ON SUSPENSION CABLE IN <br />ORDER THAT THE LEVEL SWITCHES DO <br />NOT INTERFEAR 'NTH EACH OTHER. <br />5. LEVEL SWITCH CLAMPS SHALL HAVE <br />FLEX BUSHINGS TO PREVENT DAMAGE <br />TO THE CABLE. <br />LEVEL TRANSMITTER <br />I <br />6" <br />TANK FLOOR --\ <br />LEVEL SWITCH and <br />8 TRANSMITTER INSTALLATION DETAIL <br />NO SCALE <br />WEST YOST <br />' 1260 Lake Boulevard <br />1i6ft111Suite 240 <br />A S S O C I A T E S Davis, California 95616 <br />( 530) 756-5905 <br />REVISIOIIS BY DAN Consulting Engineers FAX (530) 756-5991 <br />I <br />Contact <br />David J. Archangelo <br />Project <br />2006-0309 <br />INTERFACE <br />E N G I N E E R I N G <br />8950 CAL CENTER. DR.,SITIFE 25o, SACRAMFINUO, CA 95826 <br />PHONE 916 288.62oo FAX 916.288.625o <br />BAR IS ONE INCH t===3111111W ON ORIGINAL DRAWING <br />IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY <br />County of San Joaquin JOB NUMBER <br />010-00-07-113 <br />Flag City Pump Station & Force Main SWING NUMBER <br />E11 <br />ELECTRICAL DETAILS 35 NUMBER 44 <br />N 1 0 <br />QIP <br />r=� <br />7 <br />5 <br />4 <br />3 <br />2 <br />