Laserfiche WebLink
, <br />11 <br />SHEAR VALVE DETAIL <br />SCALE: 3" 2 1' -0" <br />0 <br />DISPENSER <br />3' -2" 9 MANHOLE <br />t COVER - -� <br />LOUD VOLTAGE - <br />EXPLOSION PROOF' MONITORING <br />PUMP J 7 JUNCTION BOX <br />BOX:' <br />V -9" FLAT LID r-8" MIN., I" MAX. <br />A •' � I m ". �ro m vis 2 a I mb,- w i CONDUIT COUPLIW-s <br />- BAWCUT JOINT -PLACE 318" ASPHALT <br />IMPREGNATED EXPANSION JOINT MAT'L. <br />BETWEEN EXIST. t NEW CONCRETE <br />NEW 3,000 PSI CONC. PAVING <br />0 40 is 16" O.G. E.W. — <br />i <br />EPDXY •4 DOWEL_ s <br />11 <br />1" 0 OP'G DRILLED INTO (� i <br />EXIST. SLAB X is 36 O.G. w x O ,p <br />i <br />l 4 ~ <br />- <br />EXIST. CONC. PAYING r T � - W <br />r & V <br />UJ �� J <br />(1) 0 4 DOWEL 36" O.C. �' <br />EPDXIED INTO EXIST. �% 0 40 * 16" O.C.E.W. <br />CONC. SLAB � <br />COMPACTED FILL �� 6 MIL VAPOR BARRIER <br />3/8" EXPANSION RECOMPAGT <br />JOINT MAT'IL. 6UB6RADE PRIOR TO <br />SLAB INSTALLATIONI <br />NOTE: USE TH18 DETAIL a 3' -0" O.G. DOWELS CONTINUOUS AROUND <br />ANY CONCRETE PAVING OPENING TO TIE NEW CONC. PAVING <br />TO EXISTING CONC. PAYING <br />CONCRETE PAVING INFILL DETAIL <br />SCALE: 3" • 1' -0" <br />m <br />0 <br />i <br />" <br />FINISH GRADE TO MATCH <br />EXIST. TOPOGRAPHY <br />, <br />REPLACE CONC. OVER -� <br />CLEAN SAND \ j CLEAN SAND BACKFILL <br />z <br />2" PRIMARY t <br />3" -SECONDARY -- T <br />AMERON LCX <br />PRODUC <br />PIPING <br />8 10 " Q" <br />2' -2" <br />TYPICAL (2) PIPE DOUBLE WALL <br />PRODUCT PIPING BURIAL DETAIL <br />SCALE: 3/4" ■ 1' -0" <br />MOTE: <br />THIS DETAIL 18 TYPICAL. SEE SITE PLAN FOR ACTUAL NUMBER <br />OF PRODUCT LINES t LOCATIONS. TH18 DETAIL DEPICTS <br />REQUIRED BURIAL DEPTH 4 LINE SEPARATION <br />DISPENSER CONNECTION & <br />PIPING DETAILS <br />4 <br />i <br />V <br />M <br />BRACE OPW SHEAR VALVE W/ HIND, GU <br />OR EQUAL <br />�- <br />o <br />Q <br />BRACKETS TO TOP OF <br />W <br />�� <br />FLUSH <br />APT DISPENSER PAN <br />CRO�lj�E- NDg <br />3i4 GG13-5G <br />Q <br />U <br />� <br />M <br />i GALv. CAP (tYP.) <br />W/ TOP OF ISLAND <br />-� <br />w <br />SERIES CON - <br />NEGTOR6 <br />U <br />C) <br />+� <br />zo <br />W <br />SUM S� RISER AS <br />REQ'D. <br />z <br />SHEAR SECTION OF <br />CAULK W1 BOSTIK <br />O <br />Z <br />0 <br />` <br />x VALVE TO BE AT THE <br />1000 FS <br />m ' <br />TOP OF ISLAND - � <br />a <br />/ <br />i SAME ELEV. AS TOP OF <br />n <br />Q <br />ISLAND <br />L <br />3" BULKHEAD W1 <br />S.S. CLAMPS, TYP� <br />CONT. "0" RING <br />P SEAL <br />n <br />SUMP BASE- - <br />OPW IMPACT /SHEAR <br />— <br />�1 <br />Z_ <br />EXTRACTOR ASSEMBLY <br />SEE DET. 15 -FP2 <br />� <br />VALVE SUPPLIED W/ <br />= <br />Q <br />�- <br />0 <br />Z° <br />° <br />DISPENSER BOX <br />O <br />z <br />a <br />w <br />M <br />o <br />C� <br />0 <br />(D <br />j <br />N <br />0 <br />Q <br />° <br />1Y <br />a <br />CLAMP <br />0 <br />0 <br />SUMP ENTRY - - <br />- -- � <br />° <br />— <br />1 x 8" CONNECTOR <br />�._ \ <br />C) <br />Z <br />���CsOYEL B <br />ADAPTOR (TO BE <br />\\ <br />3 <br />; TEST DONUT <br />UNDER OUM <br />FIBERGLASBED TO <br />SUMP BOX) <br />--- TITEFLEX 1'i " SHOULDER NIPPLE <br />� � � --_ 2 <br />5 " BULKHEAD FITTING —' <br />o <br />-BALL FLOAT <br />2 "0/2" REDUCING BUSHING <br />PRIMARY 1 TO 2" — <br />w <br />-CAULK W/ B08TIK <br />a <br />ADAPTER (8A4000) <br />1000 F8 <br />AP'IERON LCX PIPING - <br />_ 2" FIBERGL. ELBOW <br />-TfING LV J <br />' <br />ELBOW FI <br />i' <br />OPW DISPENSER PAN <br />ANCHORED TO CONCRETE <br />3 "x2" RUBBER SOOT <br />DISPENSER PAN 8c DISPENSER <br />SECTION TH RU SUMP <br />SHOWING SUBMERGED <br />CONNECTION DETAIL <br />TURBINE PUMP INSTALLATION <br />SCALE: 3/4" s 1' -0" <br />SCALE:" I' -0" <br />- BAWCUT JOINT -PLACE 318" ASPHALT <br />IMPREGNATED EXPANSION JOINT MAT'L. <br />BETWEEN EXIST. t NEW CONCRETE <br />NEW 3,000 PSI CONC. PAVING <br />0 40 is 16" O.G. E.W. — <br />i <br />EPDXY •4 DOWEL_ s <br />11 <br />1" 0 OP'G DRILLED INTO (� i <br />EXIST. SLAB X is 36 O.G. w x O ,p <br />i <br />l 4 ~ <br />- <br />EXIST. CONC. PAYING r T � - W <br />r & V <br />UJ �� J <br />(1) 0 4 DOWEL 36" O.C. �' <br />EPDXIED INTO EXIST. �% 0 40 * 16" O.C.E.W. <br />CONC. SLAB � <br />COMPACTED FILL �� 6 MIL VAPOR BARRIER <br />3/8" EXPANSION RECOMPAGT <br />JOINT MAT'IL. 6UB6RADE PRIOR TO <br />SLAB INSTALLATIONI <br />NOTE: USE TH18 DETAIL a 3' -0" O.G. DOWELS CONTINUOUS AROUND <br />ANY CONCRETE PAVING OPENING TO TIE NEW CONC. PAVING <br />TO EXISTING CONC. PAYING <br />CONCRETE PAVING INFILL DETAIL <br />SCALE: 3" • 1' -0" <br />m <br />0 <br />i <br />" <br />FINISH GRADE TO MATCH <br />EXIST. TOPOGRAPHY <br />, <br />REPLACE CONC. OVER -� <br />CLEAN SAND \ j CLEAN SAND BACKFILL <br />z <br />2" PRIMARY t <br />3" -SECONDARY -- T <br />AMERON LCX <br />PRODUC <br />PIPING <br />8 10 " Q" <br />2' -2" <br />TYPICAL (2) PIPE DOUBLE WALL <br />PRODUCT PIPING BURIAL DETAIL <br />SCALE: 3/4" ■ 1' -0" <br />MOTE: <br />THIS DETAIL 18 TYPICAL. SEE SITE PLAN FOR ACTUAL NUMBER <br />OF PRODUCT LINES t LOCATIONS. TH18 DETAIL DEPICTS <br />REQUIRED BURIAL DEPTH 4 LINE SEPARATION <br />DISPENSER CONNECTION & <br />PIPING DETAILS <br />4 <br />i <br />V w <br />Z w <br />N N c <br />z M <br />0 ° 4 <br />0 <br />0. <br />J W ok <br />0 = LL <br />N Z d� <br />a <br />2 oQ� <br />z <br />° W <br />0 <br />4 <br />0 v� ° <br />(j) z <br />1U Q� <br />a 0 <br />of <br />K 0 ,9 <br />0- E1 <br />Q LL <br />43^s 03 143 <br />e 0 DWG <br />G 3 <br />S E-i E ET / <br />\ 3 OF 3 <br />V <br />M <br />d <br />o <br />Q <br />W <br />Q <br />U <br />� <br />M <br />M <br />w <br />U <br />C) <br />+� <br />zo <br />W <br />X <br />z <br />LL <br />O <br />Z <br />0 <br />m ' <br />a <br />Q <br />n <br />Q <br />n <br />z <br />�1 <br />Z_ <br />� <br />Q <br />�- <br />0 <br />Z° <br />° <br />O <br />z <br />a <br />w <br />M <br />o <br />C� <br />0 <br />(D <br />j <br />N <br />0 <br />Q <br />° <br />1Y <br />a <br />Q <br />0 <br />0 <br />V) <br />° <br />LL <br />Z <br />C) <br />Z <br />:D <br />3 <br />0 <br />W <br />w� <br />, <br />o <br />m <br />wz <br />w <br />a <br />V w <br />Z w <br />N N c <br />z M <br />0 ° 4 <br />0 <br />0. <br />J W ok <br />0 = LL <br />N Z d� <br />a <br />2 oQ� <br />z <br />° W <br />0 <br />4 <br />0 v� ° <br />(j) z <br />1U Q� <br />a 0 <br />of <br />K 0 ,9 <br />0- E1 <br />Q LL <br />43^s 03 143 <br />e 0 DWG <br />G 3 <br />S E-i E ET / <br />\ 3 OF 3 <br />