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1 1 2 1 3 1 4 6 s 7 1 B 9 10 n 12 13 1 14 1 15 1 19 17 is <br /> ASPHALT PAVING 6" CONCRE;SLABBASE MATERIAL <br /> MFUEL DISPENSER. BOLTS HOLD FITTING M <br /> 3' SECONDARY PIPE— TOGETHER WHILE <br /> SIN CURESI71�I <br /> zwr I/4 MAX. VISIBLE <br /> o =� 17T Zoo SCARF EXPOSED BEYOND <br /> CLAMSHELL FITTING APPLY RESIN TO FLANGE <br /> r MINIMUM <br /> L ® , . , ® ® t• CONTAINMENT INSERTION— <br /> OFPIPE <br /> INTO CONTAINMENT L <br /> io PFA GRAVEL REDUCE VAPOR TO FITTING REQUIRED. <br /> 3 m 2"0 LINE <br /> 1 Y 0 VR. (�.) <br /> 2' PRIMARY PIPE TO <br /> 6 1/2 6 1 2" fi t 2' 6 1 2" 6 1 2" BE TESTED PRIDR TO <br /> , SEALING SECONDARY <br /> MIN <br /> PIPE. <br /> CLEAR <br /> RUN PRODUCT PIPING <br /> AND ELECTRICAL O <br /> CONDUIT INTO <br /> OE SIDES OF F-2 F-2 ITAINMENT FITTING <br /> K 2" v PRODUCT IN:tl DISPENSERS K <br /> (SEE PIPING PLAN) <br /> PIPE TRENCH DETAIL F3 2' VR <br /> Ym SEC. DON, PPE ' <br /> ( 1 <br /> I ` 3'.2"x2" <br /> VENT RISERS, 3' 0 V,R. F.R.P. TEE <br /> SEE SITE PLAN FOR ACTUAL LOCATION. <br /> INSTALL MAXIMUM SLOPE FROM TANK <br /> UP TO VENT RISER (MIN. SLOPE 1/4"/FT ) I I 3" VAPOR LINE TEE J <br /> J I I 2"0 PRODUCT k•XNxX' <br /> 3" 0 V R IN 3"0 SEC CON. J <br /> TEE 4 <br /> :..$/4P O <br /> PER FT. RETURN <br /> N <br /> MIN 1 F i __ <br /> SLOPE PRODUCT LINES <br /> MINIMUM <br /> \, REGULAR UNLEAD TANK MINIMUM <br /> - 1/4' PER FOOT • \ <br /> FROMDISPENSERSTO TANK.(TYP ) / <br /> •• SEE NOTE 6. <br /> Z NOTE / <br /> 4 ' SFIBERGLASS <br /> � <br /> OWNINSSECTION F\MOM <br /> VENT RISER— 8" 2" 0 F.RIA VENT LINES,, M?N <br /> .3 FOR CLARITY. <br /> HIrv.) _ � --- SLOPE I/4" PER p00T-MIN'. F-3 <br /> B. DOWN TO TANKS F-3 H0- ---- ` �f (ONTAIN)MENT SUMP r F.R.P, 45' ELL- <br /> 2"0 GALVANIZED THREADED CONCRETE--- -- 0_.. _.—. -8 2 7 F.R.P. NIPPLE <br /> FEMALE COUPLING, PRIMED COLLAR 8„ SEE F-3 <br /> k WRAPPED BELOW GRADE 1/2'• MIN, <br /> Y F.R.P. TEE— BETWEEN <br /> 2"0 GALVANIZED PIPE, PRIMED - CLAMSHELL FITTINGS <br /> 3" F.R.P. PIPE (TYP.). <br /> 8 WRAPPED BELOW GRADE0yR. <br /> CONCRETE 3. 0 VR.- SLOPE PIPING TOWARD <br /> 2"x24" FLEX CONNECTORCOLLAR 3 UNDERGROUND FUEL <br /> MADE WITH <br /> WITHIN CONTAINMENT BOOT NOTE: STORAGE TANKS AT <br /> Q •TERMINATE BELOW GRADE. 3"xS"x2" FRP TEE— SUp ?,0V �' F-3 OTEE (OR 90•E ELL), 1/4" PER FOOT MINIMUM, Q <br /> F6 T UN`EADEp SHORT NIPPLE AND 45' ELL. <br /> - <br /> PLUS <br /> 2" FRP TANK NT PIPE UN`fApEp 3" 0 VR <br /> TO 4 DETAIL <br /> 3• ,. V.R. Rec �— - AL N N <br /> PLAN FOR <br /> F 3".,Y'.2" F WP, fEE UN�EApRp EXACTASEEI INSTALLATION LOCATION <br /> 6 OF STORAGE TANKS. F <br /> F-1 3. 0 V.R. NIXES <br /> I. TYPICAL PIPING LAYOUT SHOWN FOR MULTI-PRODUCT DISPENSERS. SEE PLANS FOR <br /> SPECIFIC DISPENSER TYPE AND CONFIGURATION FOR THIS SITE. <br /> B DETAIL <br /> SCALE�. NONE 2 ALL <br /> LIQUOD.:SENSINCSARE PROBTO ME SECONDARILY CONTAINED. P <br /> UNDERGROUND TANK & PIPING ISOMETRICA AVERY TANK GONG PRON SUMP AND DISPENSER CONTAINMENT SUMP SHALL CONTAN S <br /> OVERALL DIMENSION <br /> DETERMINED BY NUMBER 4. CAULK THE BOTTOM OF THE DISPENSERS TO INSURE WATER TIGHTNESS. <br /> E OF RISERS AND/OR E <br /> LOCAL CODE. 5, PERPENDICULAR PENETRATION OF THE CONTAINMENT SUMPS ARE PREFERRED. <br /> PRESSURE VACUUM VALVE 20' IS THE MAXIMUM ALLOWABLE PENETRATION ANGLE, <br /> AS REQUIRED BY LOCAL CODE. 6 SPARE ELECTRICAL CONDUITS MUST BE SEALED. <br /> 7. SEE SHEET E-1 FOR ELECTRICAL CONDUIT LAYOUT. <br /> Q 1/4" BEVEL BUTT <br /> TIL WELD-SMOOTH 8. OBTAIN WRITTEN APPROVAL FROM CHEVRON FOR LESS THAN 1/4" PER FOOT <br /> SLOPE ON PRODUCT, VAPOR AND VENT LINES. <br /> V <br /> 4" m TUBE FRAME - 9. ALL STEEL TANK RISERS O FILL END ARE TO BE SCH. 40 GALVANIZED PIPE. <br /> a PAINT DARK GREY <br /> PRIME AND WRAP ALL STEEL PIPING AND RISERS. <br /> GY-210 10. ALL STEEL DISPENSER PIPING AND FITTINGS ARE TO BE SCH. 40 BLACK IRON. <br /> --FASTEN VENT PRIME ALL BLACK IRON FITTINGS, PRIME AND WRAP STEEL PIPING AND RISERS. E) <br /> j 2" 0 SCH 40 - ? RISERS SECURELY <br /> GALVANIZED PIPES TO FRAME WITH 11, USE ALL SCH. 40 BLACK IRON PIPING AND FITTINGS FOR DIESEL INSTALLATIONS. <br /> (PRIMED AND o PRE FORMED PRIME AND WRAP ALL STEEL PIPING AND RISERS. <br /> WRAPPED BELOW .h UNISTRUT BRACKETS <br /> GRADE) <br /> PAINT DARK GREY „'- NOTE <br /> GALVANIZED <br /> TYP ANY CONNECTION UID IN THE R UNLEADED DOES NOT REQUIRE THE: 6' RISE. TANK PLUG - TORQUE TO TANK + PIPING ISOMETRIC <br /> a GALVANUPL - N ANY POTENTIAL LIQUID IN THE VAPOR PIPE INS FT -Las PRIOR TO <br /> ,x <br /> PIPE couvulvc (rw ) -- SF'IALL FALL INTO THE <br /> INSTALLING ISOLATION CAP —ISOLATION CAP <br /> CONC. COLLAR ---- ----- - + Rf GUI. Aft UNLEADED TANK. 2' FRP <br /> y FLUSH W/YARD 45' ELBOW TANK FITTING <br /> PHASE I+II VAPOR RECOVERY <br /> SURFACE <br /> 0C. _ "I r - 1/'Z' MIN CLEARANCE BETWEEN G.E. SCS 1202 _ COMPRESSION RING <br /> i ` C MSHELL FITTINGS SILICONE SEALANT 9-8264 <br /> ISOLATION <br /> 3775 TRACY BLVD. <br /> 72' 0 CONCRETE -- jt• — -- TANK FITTING BASE TRACY CA <br /> FOOTING. SLOPE jl. / C --3' X 2' FRP BASE <br /> o AT TOP (TYP.) �] 2' GRP---- REDUCER TEE 'o - <br /> 4D' <br /> -3' FRP UNUSED FITTING Chevmn <br /> SEE DETAIL <br /> ABOVE @_21 <br /> ASE II VAPOR LINE CONNECTIONS n Northwest Region <br /> BVENT RISER DETAIL TANK FITTING ISOLATION DETAIL B <br /> SCALE 1/47=1 "'0' (PLUS UNLEADED AND SUPREME UNLEADED) ® ROBERT H. LEE do ASSOCIATES, INC. <br /> AFkd ECTURE ENGiINEERN Q ENLVfiONMENTAL BEIRVIC:EB <br /> 1137 NORTH MCDOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 <br /> JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER <br /> RHL REVIEW INITIAL DATE DATE:-J IS JJl <br /> PRELIMINARY ,J <br /> PLANNING DR. BY ACV <br /> F <br /> A EEL BID <br /> BLDG PERMIT APPR t <br /> (J GENERAL BID RHL 0 5740.10 <br /> L2 PERMIT REVS <br /> Z CDNSTRUCiION SHEET <br /> Q Do not use drawing �_� <br /> GC for construction <br /> Unless Initialed <br /> 1 2 3 4 5 s 7 a 0 10 n 12 13 14 15 16 17 18 ' <br />