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VAPOR POLISHER <br />REF 1-G6.0 <br />VENT <br />TANK #1 STP SUMP (I <br />REF 4-G6.1 AND 1 <br />STREET SIDE <br />3" OVER 2" DBL -WALL FIBERGLASS <br />VENT PIPING - SLOPE FROM <br />REMOTE VENT DOWN TO TANKS <br />1/8" PER FOOT MIN <br />PIPING DESIGN BASED ON 25' LENGTHS <br />STORE SIDE <br />0 FUEL PIPING PLAN <br />1/8"-1'-0" <br />NOTE: NOTE: <br />FOR REINFORCING AT TANK REFERENCE FUEL PIPING <br />SLAB PENETRATIONS AND PLAN FOR ORIENTATION OF <br />CORNERS REF6-G6.1 TANKS <br />TANK SLAB PLAN <br />1/8"-1'-0" <br />GENERAL NOTES <br />r <br />V1 <br />Xq <br />F <br />Z cD <br />Q <br />J <br />a <br />Y <br />10 FT DIA <br />/ <br />STANDARDS. CONTRACTOR TO SECURE ENTIRE <br />o <br />Z OUZ <br />W o ZZ <br />20,000 GAL <br />TANK #1 FILL /VAPOR SUMP (RUL) <br />Q <br />O 2i 0OF <br />FENCING DURING CONSTRUCTION PERIOD. <br />REF GOA AND CIVIL DRAWINGS FOR TOS <br />REGULAR <br />Z <br />REF 4-G6.1 AND 1-G4.1 <br />0 <br />d <br />UNLEADED <br />d <br />GEOTECH FABRIC MATERIAL TO EXTEND 36" <br />1 W W � co <br />ENGINEER OF ANY DIFFERENCES BETWEEN THE <br />?�- <br />EF 1-G3.0 <br />®_ <br />INTERSTITIAL MONITOR <br />REF 5-G6.1 AND 4-G3.0 <br />N <br />W <br />TOP OF EXCAVATION TO BE APPROVED BY THE <br />BEFORE PROCEEDING WITH CONSTRUCTION. <br />p <br />7 -ELEVEN CONSTRUCTION MANAGER. <br />3 FUEL CONTRACTOR SHALL BE RESPONSIBLE <br />❑3 PIPING TRENCHES SHALL BE DUG IN SUCH A <br />M <br />Z <br />FOR THE INTEGRITY OF THE PIPING SYSTEM <br />3" OVER 2" DBL WALL FIBERGLASS CHASE <br />PIPING BETWEEN TANK SUMPS TYPICAL <br />AT LEAST TWICE WIDTH OF ALL PIPING <br />TANK #3 <br />-�% <br />TANK #2 STP SUMP (PUL) <br />T <br />REF 1-G12.1 <br />s <br />10 FT DIA <br />REF 4-G6.1 AND 1-G4.0 <br />m <br />a <br />� <br />PIPING CROSSES OVER EACH OTHER. THE <br />12,000 GAL <br />(6 <br />BOTTOM OF THE TRENCH SHALL BE AS <br />C <br />INTERSTITIAL MONITOR <br />FENCE AROUND ENTIRE DISPENSER. <br />DIESEL <br />�� <br />TANK #2 FILL/ VAPOR SUMP(PUL) <br />REF 5-G6.1 AND 4-G3.0 <br />ALL SHARP ROCKS AND DEBRIS FROM THE <br />REF 2-G3.0 <br />5 FUEL CONTRACTOR IS TO BE AWARE THAT ON <br />THE DAY THE GASOLINE SYSTEM IS PUT INTO <br />REF 4-G6.1 AND 1-G4.1 <br />(OR APPROVED ALTERNATE) <br />TANK #3 STP SUMP (DIESEL) <br />, <br />GILBARCO AUTHORIZED SERVICE CONTRACTOR <br />TANK#2 <br />10 FT DIA <br />MUST BE ON SITE ONE (1) HOUR PRIOR TO <br />REF 4-G6.1 AND 2-G4.0 <br />STARTUP AND MUST REMAIN ON SITE THREE (3) <br />�I <br />8,000 GAL <br />ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) <br />TANK #3 DIESEL FILL SUMP <br />10" 10" <br />/ <br />7 <br />�� <br />PREMIUM <br />(4 PIPE) 48" WIDE TRENCH <br />REF 4-G6.1 AND 2-G4.1 <br />�_ <br />/ <br />= <br />UNLEADED <br />REF 2-G3.0 (2) 90° ELBOWS <br />16" WIDPIE TRENCH <br />Q2 <br />� OF <br />PE) <br />CAS\pC <br />08/19/20 <br />SHEET: <br />i� PIPING TRENCH SECTION <br />G1.0 <br />FUELING - USA CA <br />FLOW RATE <br />II(RUL <br />AND PUL) <br />I I <br />1.6 NOZZLES - 10 GPM <br />- <br />8 NOZZLES 9.8 GPM <br />WRAPPED CANOPY COLUMN <br />REF SHEET G8.0 AND <br />10 NOZZLES - 8.5 GPM <br />CANOPY MFR DRAWINGS <br />DISPENSER <br />12 NOZZLES - 7.5 GPM <br />STATION <br />ID TYPICAL <br />3 4 <br />O Og <br />77 <br />' <br />SIDE 1 <br />' <br />SIDE 1 <br />SIDE 1 <br />II <br />FLOW RATE <br />(DSL) <br />DISP 2-- <br />DISP 4~ <br />DISP 6~ <br />1 1. <br />I <br />J7 J1. ° ° <br />1-4 NOZZLES - 10 GPM <br />7REDUCER <br />REF 1-G5.0 <br />12 <br />1 <br />REF 1-G5.011 <br />TE' <br />3"X2" <br />IN <br />REF FOR DIMENSIONS AND <br />BUSHING (6 LOC) <br />�y <br />LOCATIONS OF DISPENSERS. <br />REFS -G5.0 ---__ <br />y <br />----=---- <br />--_-----_- <br />--- <br />06 <br />90° ELBOW IS SET AT <br />45°ANGLE, TYP <br />REFP2 0 <br />TEE IS SET AT <br />�e 45° ANGLE, TYP <br />I <br />4" OVER T DBL -WALL <br />O (2 <br />5 (6 <br />O 10 <br />FIBERGLASS MAIN TRUNK <br />SIDE 1 <br />�=L-� <br />SIDE 1 <br />SIDE 1 L <br />LINE VAPOR PIPING - <br />SLOPE 1/8" PER FOOT MIN <br />DISP 1 ~ <br />DISP 3~ <br />DISP 5~ <br />2 19 17 <br />REF 1-G5.0 n <br />19 77 <br />REF 1-G5.0 n <br />2 7 77 <br />REF 1-G5.0 KI <br />3" OVER 2" DBL -WALL <br />3" OVER 2"D L -WALL <br />FIBERGLASS <br />FIBERGLASS PRODUCT <br />VAPOR PIPING - SLOPE 1/8" <br />PIPING - SLOPE 1/8" PER <br />PER FOOT MIN. TRANSITION <br />FOOT MIN <br />TO 4" OVER 3" AT TRUNK LINE <br />STORE SIDE <br />0 FUEL PIPING PLAN <br />1/8"-1'-0" <br />NOTE: NOTE: <br />FOR REINFORCING AT TANK REFERENCE FUEL PIPING <br />SLAB PENETRATIONS AND PLAN FOR ORIENTATION OF <br />CORNERS REF6-G6.1 TANKS <br />TANK SLAB PLAN <br />1/8"-1'-0" <br />GENERAL NOTES <br />r <br />V1 <br />Xq <br />F <br />Z cD <br />Q <br />J <br />a <br />Y <br />O z <br />1 ALL CONSTRUCTION SHALL MEET COUNTY <br />STANDARDS. CONTRACTOR TO SECURE ENTIRE <br />o <br />Z OUZ <br />W o ZZ <br />CONSTRUCTION AREA WITH CHAIN LINK <br />[1 6" CONCRETE SLAB AT FUELING CANOPY. <br />Q <br />O 2i 0OF <br />FENCING DURING CONSTRUCTION PERIOD. <br />REF GOA AND CIVIL DRAWINGS FOR TOS <br />\W <br />W D_ Z Y <br />Z <br />ELEVATIONS. <br />0 <br />d <br />2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY <br />d <br />GEOTECH FABRIC MATERIAL TO EXTEND 36" <br />1 W W � co <br />ENGINEER OF ANY DIFFERENCES BETWEEN THE <br />v <br />I� Y I <br />Z <br />ACTUAL FIELD CONDITIONS AND THE PLANS <br />N <br />W <br />TOP OF EXCAVATION TO BE APPROVED BY THE <br />BEFORE PROCEEDING WITH CONSTRUCTION. <br />p <br />7 -ELEVEN CONSTRUCTION MANAGER. <br />3 FUEL CONTRACTOR SHALL BE RESPONSIBLE <br />❑3 PIPING TRENCHES SHALL BE DUG IN SUCH A <br />M <br />Z <br />FOR THE INTEGRITY OF THE PIPING SYSTEM <br />AT LEAST TWICE WIDTH OF ALL PIPING <br />DURING CANOPY ERECTION AND CONCRETE <br />Q <br />CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" <br />T <br />FLATWORK INSTALLATION. <br />d <br />4 AFTER COMPLETING INSTALLATION OF <br />m <br />a <br />� <br />PIPING CROSSES OVER EACH OTHER. THE <br />DISPENSERS, THE FUEL CONTRACTOR IS TO <br />(6 <br />BOTTOM OF THE TRENCH SHALL BE AS <br />C <br />INSTALL BRIGHT ORANGE CONSTRUCTION <br />FENCE AROUND ENTIRE DISPENSER. <br />>y <br />BEDDING MATERIAL UNDER THE PIPE. REMOVE <br />K <br />ALL SHARP ROCKS AND DEBRIS FROM THE <br />3 <br />5 FUEL CONTRACTOR IS TO BE AWARE THAT ON <br />THE DAY THE GASOLINE SYSTEM IS PUT INTO <br />PIOtO 11 -OS -18 <br />(OR APPROVED ALTERNATE) <br />IS INSTALLED. <br />SERVICE, THE FUEL CONTRACTOR AND A <br />GILBARCO AUTHORIZED SERVICE CONTRACTOR <br />® SITE CONDITIONS MAY CAUSE VARIATIONS <br />W <br />MUST BE ON SITE ONE (1) HOUR PRIOR TO <br />WHICH MUST BE APPROVED BY 7 -ELEVEN AND <br />STARTUP AND MUST REMAIN ON SITE THREE (3) <br />MANUFACTURER. PIPING BURIAL DEPTHS LESS <br />DE � <br />c <br />� p3 <br />ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) <br />THAN 18" REQUIRES 7 -ELEVEN APPROVAL. <br />10" 10" <br />HOURS. ANY COSTS INCURRED OVER FOUR (4) <br />HOURS DUE TO FUELING SYSTEM ISSUES, <br />SHOULD BE BILLED AS A CHANGE ORDER. <br />r <br />V1 <br />Xq <br />F <br />Z cD <br />Q <br />J <br />a <br />Y <br />O z <br />® KEY NOTES <br />- 9 <br />o <br />Z OUZ <br />W o ZZ <br />Q <br />[1 6" CONCRETE SLAB AT FUELING CANOPY. <br />Q <br />O 2i 0OF <br />0 <br />REF GOA AND CIVIL DRAWINGS FOR TOS <br />\W <br />W D_ Z Y <br />Z <br />ELEVATIONS. <br />/ <br />J W N O <br />d <br />W -j F0 <br />d <br />GEOTECH FABRIC MATERIAL TO EXTEND 36" <br />1 W W � co <br />(7 <br />PAST EACH SIDE OF PIPING TRENCH. ALL <br />I� Y I <br />Z <br />GEOTECH FABRIC SHALL BE PINNED PRIOR TO <br />BACKFILLING. METHOD OF PINNING FABRIC AT <br />Q <br />W <br />TOP OF EXCAVATION TO BE APPROVED BY THE <br />_ <br />p <br />7 -ELEVEN CONSTRUCTION MANAGER. <br />LL <br />❑3 PIPING TRENCHES SHALL BE DUG IN SUCH A <br />M <br />Z <br />MANNER THAT THE TRENCH WIDTH IS EQUAL TO <br />AT LEAST TWICE WIDTH OF ALL PIPING <br />Q <br />CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" <br />T <br />m <br />(10cm) CLEAR DISTANCE BETWEEN PIPING <br />POSITIONED IN THE TRENCH AND 6" WHERE <br />CO <br />� <br />PIPING CROSSES OVER EACH OTHER. THE <br />a <br />(6 <br />BOTTOM OF THE TRENCH SHALL BE AS <br />C <br />U <br />L <br />UNIFORM AS POSSIBLE TO ELIMINATE HIGH <br />SPOTS AND ENSURING AN EVEN LAYER OF <br />BEDDING MATERIAL UNDER THE PIPE. REMOVE <br />ALL SHARP ROCKS AND DEBRIS FROM THE <br />3 <br />TRENCH BOTTOM BEFORE BEDDING MATERIAL <br />W <br />(OR APPROVED ALTERNATE) <br />IS INSTALLED. <br />0 <br />® SITE CONDITIONS MAY CAUSE VARIATIONS <br />W <br />TO PIPING TRENCH FOR <br />01 EACH ADDITIONAL PIPE <br />WHICH MUST BE APPROVED BY 7 -ELEVEN AND <br />§c° <br />MANUFACTURER. PIPING BURIAL DEPTHS LESS <br />DE � <br />c <br />� p3 <br />1 <br />1 2" <br />THAN 18" REQUIRES 7 -ELEVEN APPROVAL. <br />10" 10" <br />Y{tOFE SI <br />Z <br />O z <br />�E <br />Z 3` <br />_ <br />Lu a <br />�0o€ <br />7 <br />W <br />N <br />K <br />O <br />F <br />F <br />o <br />p <br />cj <br />Q <br />Z <br />O <br />Q <br />T <br />m <br />CO <br />� <br />36" MIN <br />TYPICAL 3 1 2 <br />a <br />(6 <br />C <br />U <br />L <br />• .. P • . <br />�• a .. a. <br />3 <br />Z <br />PEAGRAVEL BACKFILLTYP <br />F d COL - <br />�,a O%�i Ov <br />(OR APPROVED ALTERNATE) <br />m -A � a m� m <br />��n.3 aVF a�3�yE <br />0 <br />03 ADD 10 INCHES OF WIDTH]na°�oxa=O10OcE- <br />TO PIPING TRENCH FOR <br />01 EACH ADDITIONAL PIPE <br />p <br />§c° <br />- z <br />Q <br />DE � <br />c <br />� p3 <br />1 <br />1 2" <br />10" 10" <br />Y{tOFE SI <br />O <br />(4 PIPE) 48" WIDE TRENCH <br />'" <br />(3 PIPE) 36" WIDE TRENCH <br />35558 n <br />(2 PIPE) 26"WIDE TRENCH <br />�9 �FCHAN\GP <br />16" WIDPIE TRENCH <br />Q2 <br />� OF <br />PE) <br />CAS\pC <br />08/19/20 <br />SHEET: <br />i� PIPING TRENCH SECTION <br />G1.0 <br />FUELING - USA CA <br />