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OPW #107DENAMEPLATE HOLDER <br /> PROVIDE I.D.LPLATE STAMPED <br /> "25,000 GALLONS DIESEL #t" <br /> °' }+ -- ---- 3 0 f G VENT LINEIN(g FACE OF EXISTING <br /> WATER DRAIN LINE TO <br /> f 4 0 OR 6 0 F.G. 0 GA STEEL � BUILDING WALL <br /> CONTAINMENT L'NF W <br /> \/ CURB <br /> ----- 3" 0 FLEX CONNECTOR <br /> \ (TMP #OF02�OOT VALVE EXTRACy®R -\\ VSEAL JOINT <br /> LIFT\ LU� \ � MANHOLES SHALL BE FLUSHWITH SIDEWALK <br /> TLS PROBE �O QCURB SIDEWALK <br /> 4" 0 STEEL PIPE PLUGSUMP PENETRATION (IYP,) STREET GUTTER <br /> SEE <br /> 1-1/2" 0 F.O.S. ENVIROFLEX <br /> / PIPE CCNTAINMENT SYSTEM / <br /> (TYP. OF 2) <br /> #4 BARS AT 49 ANGLE <br /> - --FBW #310 EXTRACTOR FITTING T AROUND MANHOLES, TYP. <br /> f <br /> TANK HOLD DOWN STRAP <br /> LA/� OUTLINE OF UNDERGROUND TANK (TYP. OF 4) / \ 1 '-6"t <br /> TANK PLAN CENTER OVER EXISTING <br /> SCALE: N.T.S EXBLDG. <br /> TENSIO . FOOTING <br /> / \ <br /> \ i <br /> 8" THICK CONIC. SIDEWALK & GUTTER CNI FILL SPILL BOX <br /> OVER TOP OF TANK W/#4 BARS AT CUT SUMP LID TO CLEAR / <br /> 8" O.C. EA. WY. SPILL BOX <br /> EXP. PROOF J-BOX AND SEAL OFF STANDARD THICKNESS CURB, GUTTER <br /> TLS CAP AND RING KIT 11110 WHEATON FILL AND SIDEWALK SHALL BEGAN AT FIRST I <br /> CNI 236-RSG EDW #760 PIPE CAP (TYP. OF 3). CNI 236-RSG CAP AND ADAPTOR UNIVERSAL 18" MANHOLE EXPANSION JOINT WHICH IS A MIN. <br /> 35'0 MANHOLE ASSY. PROVIDE EDW #321 -100 WRENCH 36"0 MANHOLE ASSY. 2'-0" BEYOND EDGE OF TANK <br /> \r\— 8 EBW 2" CAP (TYP. BOTH SIDES) <br /> O —� ■ ■ la—fid ° 4 4 <br /> r° C <br /> 0 3/4" 0 RIGID 4" CLEAR <br /> 42"0 TANK SUMPCONDUIT TO TLS EXP, PROOF J-BO <br /> O } \ / <br /> AND SEAL OFFS <br /> SECURE TO TANK CONSOLE IN BLDG. STEEL <br /> WITH 1/2"0 BOLTS, Q 4"0 BLACK ANCHORBOT STAINLESS LT, <br /> NUTS AND WASHERS -- IRON RISER <br /> SEAL GASKET SURFACES 3/4" 0 RIGID GONDUI STEEL WASHER AND NUT \ / <br /> WITH FUEL RESISTANT (TYP. OF 8) <br /> SILICONE TYP. 2'0 BLACK IRON <br /> (TYP.) — — -- --'_---___ -..--_ - ANNULAR RISER \ / <br /> PIPE PLUGL a o — _ — <br /> & F.G. HAT SEE PLAN <br /> 1 <br /> FOR PIPING TLS SUMP SENSOR TLS SUMP SENSOR <br /> (E) PILE CAP <br /> COMPLETELY LINE TANK HOLE 5" MIN. PEAGRAVEL BED <br /> W/ .MIRAFI 140N FILTER FABRIC <br /> (E) CONCRETE BUILDING FOOTING EXTENSION (TYP.) <br /> o PEAGRAVEL BACKFILL <br /> EMCO,.WHEATON Al 10C <br /> TLS-PROBE -� GUARDIAN DROP TUBE i DRILL 2.5' 0 x 24" LONG HOLE INTO <br /> (E) CONC., BLOW OUT ALL DUST AND SEAL ANCHOR <br /> 12" TYP. /\\ BOLT WITH SIKA 32 HIMOD EPDXY GROUT OR EQUAL, <br /> MODERN WELDING CO. DOUBLE-WALL INSTALL PER MANF. RECOMMENDATIONS <br /> " ENVIRO-TANK 10" W/ GLASTEEL <br /> EXTERIOR CIOATING - 25,000 GALLONS <br /> 1-1/2" 0 BLACK IRON (SEE SHEET M-7) <br /> SUCTION TUBE \\ <br /> TANK END VIEW <br /> SCALE: N.T.S. <br /> --- 1 1/2" 0 EBW #151 DOUBLE <br /> POPPET FOOT VALVE <br /> FIELD CUT-- - /% <br /> TLS ANNULAR SENSOR <br /> SLOPE TANK 1/8" PER FOOT <br /> 0 1 NO. RE.VISONS / AUTHORIZATIONS DATE B <br /> 6" MIN. PEAGRAVEL DED CRA'kNGS PREPARED FOR <br /> - - -- - CALL BEFORE YOU DIG PACIFICIs' ElELL <br /> f� n � <br /> 1-800-642-2444 SACRAMENTO. CALIF. <br /> ---- (E) CONC. BLDG. FOOTING EXTENSION (TYP. OF 4) v k' UNDERGROUND TANK REPLACEMENT <br /> TANK SECTION STOCKTON MAIN <br /> SCALE: N.T.S. _ 345 NORTH SAN JOAQUIN STREET, STOCKTON, CA <br /> QRCFESS/�, UE-042 SKTNCA01 <br /> 1' LIN +ye` (n DATE 7/1/93 DRAWN BY SS <br /> B E I H I C K -�- I 18 N 10 PROJECT ENG NEER CHECKED BY <br /> Np.C34785 <br /> >; 'a; FNGINEERWG AND ENVIRONMENTAL SERVICES EST/RO NO. UE1701 E SHEET 5 OF 10 SHEETS <br /> 9s 'OP 95 APPROVED DRAWING NUMBER- P 3750 AUBURN BLVD., SUITE A, SACRAMENTO, CA 95827 <br /> r9� cA`\F c�' (9t6) 485-7222 tla� Y—UE042-01 -9306 M - 5 <br /> MANAGER <br />