Laserfiche WebLink
1 i <br /> 1 2 3 4 5 6 7 <br /> SEAL ENTRY BOOT CONNECTION TO SERRATED FLANGED NUT (TYIi SEAL ENTRY BOOT CONNECTION TO — SERRATED FLANGED NUT (TYP.) <br /> DOUBLE WALL FIBERGLASS DOUBLE WALL FIBERGLASS <br /> CONTAINMENT SUMP CONTAINMENT SUMP <br /> _ STAINLESS STEEL CLAMP <br /> FLEXIBLE ENTRY BOOT _ <br /> FLEXIBLE ENTRY BOOT <br /> STAINLESS STEEL CLAMP - S U�O <br /> EPDXY COATED STAINLESS - 0 ® EPDXY COATED STAINLESS <br /> STEEL EXTERIOR HOSE - - - - -- STEEL EXTERIOR HOSE �+.. <br /> CLAMP poi 0 CLAMP OPEN TO SUMP INTERSTICE ASSOCIATES, INC. <br /> Jy 01, 0 ENVIRONMENTAL DESIGN <br /> PLANNING <br /> p' 0 % <br /> ® PIPE OR CONDUIT t / <br /> © PIPE OR CONDUIT � COMPRESSION RING COMPRESSION RING <br /> EXTERIOR OF SUMP WALL INTERIOR OF &UMP WALL EXTERIOR OF SUMP WALL �f A <br /> INTERIOR OF SUMP WALL <br /> I. USING COMPRESSION RING AS A GUIDE,DRILL PIPE/CONDUIT HOLE AND BOLT HOLES THROUGH SUMP WALL PER TABLE I. USING COMPRESSION RING AS A GUIDE,DRILL PIPE/CONDUIT HOLE AND BOLT HOLES THROUGH SUMP WALL PER TABLE <br /> BELOW BELOW 10089 FOLSOM BLVD., SUITE B <br /> 2. ASSEMBLE PARTS AS SHOWN ABOVE. UNIFORMLY TIGHTEN ALL BOLTS N 6TANLE55 STEEL CLAMP TO 60•I1,1155, 2. ASSEMBLE PARTS AS SHOWN ABOVE. UNIFORMLY TIGHTEN ALL BOLTS 0 STANLESS STEEL CLAMP TO 60-11 RANCHO CORDOVA, CA 95670 <br /> TORQUE. TORQUE. TELE (916) 361-6920 <br /> FLEXIBLE PIPE/CONDUIT HOLE SAN BOLT HOLE FLEXIBLE PIPE/CONDUIT HOLE SAW BOLT HOLE FAX (916) 361-6925 <br /> ENTRY BOOT NORMAL SIZE SIZE SIZE NOTE: &NMP AND PENETRATIONS OF SUMP ENTRY BOOT NORMAL SIZE SIZE SIZE NOTE: SUMP AND PENETRATIONS OF SUMP <br /> 0 <br /> 3/4' CONDUIT V 5/16'0 SHALL BE WATER TIGHT. B-II-D 3/4'0 CONDUIT 3' 5/1610 SHALL BE WATER TIGHT. <br /> I'0 CONDUIT 3' 5/li B-Il•D 1'0 CONDUIT 3' 5/1610 <br /> 24 FRP PIPE 4 IR' 5/1610 - 2'0 FRP PIPE 4 I/2' 5/16'0 <br /> 5•33•D 3'0 FRP PIPE 4 1/2' 5/1610 13-33-D 3'0 FRP PIPE 4 IR' E06"0 <br /> (n1PIPE/CONDUIT SUMP ENTRY A5 PIPE/CONDUIT SUMP ENTRY s� o A i c y <br /> PIPE ENTRYdw 21402 25341 SCALE- NTS PIGE_ENTRY,dw 21402 25341 SCALE- NIS ".""""""". <br /> fRANDALL"LYNN <br /> MOORE <br /> _ n <br /> C-8723 <br /> * m6/3m/amm <br /> RENLwk <br /> WE ! <br /> IF <br /> • <br /> a C At 1E��a <br /> RANDALL L. MOORE, ARCHITECT, along <br /> REBAR AT SUB PUMP,SEE Bl with SUTTON & ASSOC., INC., jointly <br /> T2 hereby expressly preserve their com- <br /> SLOPE CONCRETE DOWN I' mon law copyright and other property <br /> FROM MANHOLES, TYP rights in these plans. These plans <br /> B FOR DRY TANK HOLE: S' CONCRETE B are not to be reproduced, copied or <br /> TANK SLAB WITH 14 REBAR AT 36' DIA MANHOLE changed in any form whatsoever, nor <br /> 24' OC EACH WAY are they to be assigned to a third <br /> FOR NET TANK HOLE: 12' THICK SLAB ¢ LIQUID SENSING PROBE party, without first obtaining the ex- <br /> WITH 04 REBAR AT 24'OC EACH WAY 36' DIA MANHOLE press written consent of RANDALL L. <br /> ¢ SUB PUMP VAPOR CAP AND ADAPTER MOORE and/or SUTTON & ASSOC., INC. <br /> NOTE: Q� TRICK VAPOR RECOVERY (OMIT ON Dili <br /> CONCRETE SHALL EXTEND A ¢ EXTRACTOR ASSEMBLY FOR T <br /> MINIMUM OF 2'•0' BEYOND THE VAPOR RETURN AND 4' PIPE 1 FILL SPILL CONTAINMENT MANHOLE <br /> ENDS AND SIDES OF THE TANKS CAP(OMIT ON DIESEL TANK) RANDALL L. MOORE, ARCHITECT <br /> (SEE S1TE PLAN FOR ACTUAL I I FILL CAP AND ADAPTER ASPHALT OR 6' CONCRETE C 08723 <br /> TAW SLAB SIZES) REBAR AT MANHOLES I I ANNULAR SPACE MONITOR,SEE a DRIVE SLAB WITH A REBAR <br /> SEE B T4 A7 24' OC EACH WAY <br /> T2 I 12' DIA MANHOLE F <br /> 2'MN. I'•0' F L <br /> 1'•2' 1 h-2' <br /> } Z_ <br /> DOUBLE WALL SUMP INTERSTITIAL ^ <br /> w FIBERGLASS PUMP- OS a/ <br /> - CONTAINMENT SUMP TERMINATION ABOVE BASE OF / \ r - <br /> CONCRETE SLAB TYPICAL k �J L `- W <br /> AND LID,SEE AI O (�� <br /> rc <br /> _ 2'x12' FLEX T2 I I 1 Z V J 2 IQ <br /> 1 <br /> L CONNECTOR tll <br /> SEE DETAIL *� I VEEDER-ROOT "4380-304 <br /> HYDROSTATIC MONITORING I X m <br /> Z 1L U nL <br /> IFF — — — — — — — — — <br /> — �r — - - - - - - - — Alm _ <br /> 3' COUPLING SHELL BALL FLOAT BALL FLOAT a - G z <br /> II a a Ill � � O <br /> TEST BOOT I I I I VALVE VALVE iIi III I I I V <br /> C 3' VAPOR RETURN PIPING I III III I I C .n Z <br /> (OMIT ON DIESEL) I I to <br /> I I I I I I III I I I I I I I ,' MIN _1111 � <br /> 3'x24' FLEX CONNECTOR : I I I ALL SIDES N U- <br /> III I I I I 1 I DOUBLE WALL SUMP <br /> LIQUID SENSING PROBE I /III <br /> 1 I I ROP TUBE I 11 I I 11 I 1 OPENING THROUGH <br /> DSECONDARY WALL <br /> FILTER FABRIC I <br /> I II I I III �I II I I , I REVISION BY <br /> -----�TTANK LEVEL MONITOR iIi I I I TANK LEVEL MONITOR I -. <br /> III III ( I I ZONE 2 LASS VENT <br /> PEA GRAVEL BACKFILL PIPING W/3" <br /> 1 I III iIi I 1 SECONDARY PIPING <br /> I III I i I <br /> __ <br /> SUPPER UNLEADED II H D ESEL I <br /> I I '. CONNECT SUMP TOP PER <br /> II 1,000 COAL. TANK i 'I II II 5033 COAL. TANK MANUFACTURES <br /> 1 1 1 1 SPECIFICATIONS, KEEP DATE: MARCH 2$, 2001 <br /> I I I INTERSTICE CLEAR AND <br /> DEFLECTOR PLATE TYP III iIi I IMPEDED DRAWN BY:UN FOR MONITORING Y• 5D5 <br /> UNDER ALL TANKS 4'MIN III JOB NO:z L — <br /> Aru <br /> — — - -- — — — — — — — — — — JIB — — — — — -- — — — — — — — — — — — — — — J OPENING THROUGH SECONDARY <br /> K ° SLOPE WALL (DRAIN PORT) <br /> i3Im LIQUID SENSING PROBE PEA GRAVEL BED <br /> SHEET <br /> D D <br /> SEE DETAIL e <br /> T2 <br /> DOUBLE WALL TANK T2o5 <br /> SE <br /> MINK �L�YAItION <br /> pi TYPICAL TANK ELEvIATION AND SECTION (AUTO GASOLINE DIESEL) nTOP INTERSTICE TERMIN �4ND D�tl�.�llL� <br /> TaxsTSP.a 5-tz-os a+vo2 0n CST SCALE=IR'=I'-0" <br /> .g �Rrlu4rsYvflw !!A UNO•fiT SCALE: 112"= '-0" <br /> 1 2 A 3 4 5 6 7 sut24x36.dwg 92500 21556 <br /> _. 50IT25,dwg 41406 15616 <br />