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12" MIN <br />TYPICAL <br />GENERAL NOTES <br />TANK MANWAY <br />z <br />U1 <br />ZD WO TANK 10'0 TANK <br />1 k <br />ih <br />Undereround Storage Tank Bouvancv Calculations;, forRbendass Tanks <br />Project : <br />Project Nome: <br />ep114tit8i 5 <br />Tank Manufacturer/Model: <br />4rxes0W 10`aK' , <br />Number of Tanks: <br />2': <br />Tank Dry Weight: <br />-900C <br />Ibs <br />TankVolume: <br />20 <br />gallons <br />7-ons <br />iontofinishedgrade <br />Tank Diameter. <br />10 <br />feet <br />62A lb/CF <br />Tank Bury Depth: <br />°` 7 <br />feet <br />�psmerged concrate = $7.6 lb/CF <br />Tank Length: <br />feet <br />Jzo sunmergetl aggregate - 57.6 IbfCF <br />Number of Sumps: <br />Sump Diameter: <br />42 <br />inches <br />Tank Slab Length: <br />7 <br />feet <br />Tank Slab Width: <br />' $6:17 <br />feet <br />Tank Slab Thickness: <br />inches <br />Deadman Length: <br />"77777i <br />7 7db <br />feet <br />Deadman Width <br />inches <br />Deadman Height: <br />I1.TS inches <br />40000 gal <br />Ui= 7A9 gal/CF x62.4IbtLf;- 333,244 lbs <br />Is <br />U2 = 163.6 CFx62.4 IWCF 10,207 Ub <br />Uplift <br />U= J Ui = 343,451 lbs UP <br />Concrate Slab <br />W 1= 1258.0 CF <br />x 87.6 lb/CF = <br />110,200 lbs <br />Backfill Above Tank <br />W2 = 4,452 CF <br />x 57.6 Ib/CF= <br />256,444 lbs <br />Gravel Column Above Deadman (2 deadmen per tank). <br />W3 = 3240.72 CF <br />x 57L lb/CF = <br />186,665 lbs <br />Soil WedgeAboue Deadman (2 total). <br />W4 = 35M1927 CF <br />x 57.6 lb/CF = <br />20171 lbs <br />Concrete :Deadma n (2 deadmen per tank) <br />W4 = 157:5 CF <br />x 87.6 IbJCF = <br />13797 lbs <br />Dry W eight of Tan k <br />W5 = <br />18,000 lbs <br />Total Weight <br />W. JW1 <br />605,277 lbs DOWN <br />E <br />2 <br />I <br />co <br />0 <br />N <br />0 <br />UJ <br />0 <br />Z <br />o_ <br />PEAGRAVEL <br />FINISHED <br />.. a _. . - •• _ .. .. •• .d .: - ' .. _ - .. •. <br />- z <br />CD <br />12" MIN <br />TYPICAL <br />- z <br />CD <br />3" OVER 2" DBL-WALL FIBERGLASS <br />PRODUCT PIPING - SLOPE 0.20% TO <br />DISPENSER 8. REF 1-G5.1 <br />0 0 <br />SIDE 1 16 15 SIDE 1 14 13 <br />o f- f- <br />o a <br />REF 11GDISP 8 <br />5 REF11-G5 DISP 7 <br />SIM <br />0 0 <br />FOR UNDER THE SUMP PIPING - <br />TRANSITIONS USE DBL-WALL TEE <br />AND DBL-WALL 90° ELBOW <br />NOTE: (CONNECTING PIPE LENGTH VARIES) <br />REF 1-G6.1 FOR DIMENSIONS AND <br />LOCATIONS OF DISPENSERS. <br />FLOW RATE <br />1-6 NOZZLES - 10 GPM <br />8 NOZZLES - 9.5 GPM <br />10 NOZZLES - 8.8 GPM <br />12 NOZZLES - 8.3 GPM <br />PIPING DESIGN BASED ON 25' LENGTHS <br />PEA GRAVEL BACKFILL TYP <br />(OR APPROVED ALTERNATE) <br />10" 10" 10" 10" <br />(5 PIPE) 46" WIDE TRENCH R. <br />(4 PIPE) 36" WIDE TRENCH <br />(3 PIPE) 26" WIDE TRENCH <br />16" WIDE TRENCH <br />(2 PIPE) <br />PRODUCT / VENT PIPING (1 PIPE) <br />6" WIDE TRENCH <br />< d- <br />PEA GRAVEL BACKFILL TYP <br />(OR APPROVED ALTERNATE) <br />10" 10" <br />(3 PIPE) 36" WIDE TRENCH <br />(2 PIPE) 26" WIDE TRENCH <br />16" WIDE TRENCH <br />(1 PIPE) <br />PRODUCT / VENT PIPING <br />PIPING TRENCH SECTION <br />1 /8"=1'-0" <br />DISP 6 <br />REF 1-G5 <br />SIM <br />0 <br />TANK #2 <br />10 FT DIA - 8,000 GAL <br />PREMIUM UNLEADED <br />REF 2-G3 <br />TANK #2 STP SUMP (PUL) <br />REF 4-G6.1 AND 1-G4 <br />TANK #2 FILL (PUL) <br />REF 4-G6.1 AND 1-G4.1 <br />TANK #2 VENT / VR (PUL) <br />REF 4-G6.1 AND 2-G4.1 <br />TANK #1 VENT / VR (RUL) <br />REF 4-G6.1 AND 2-G4.1 <br />TANK #1 FILL (RUL) <br />REF 4-G6.1 AND 1-G4.1 <br />INTERSTITIAL MONITOR <br />REF 5-G6.1 AND 4-G3 <br />OBSERVATION WELL <br />REF 5-G3 <br />0 <br />SIDE 1 10 O <br />3" FIBERGLASS VENT PIPING - <br />SLOPEFROM REMOTE VENT <br />DOWN TO TANKS 1/8" PER FOOT MIN <br />STREET SIDE <br />FUEL PIPING PLAN <br />1 /8"=1'-0" <br />3-G 1 <br />3-G 1 <br />NOTE: <br />6" CANOPY i 8" TANK SLAB FOR REINFORCING AT TANK <br />SLAB SLAB PENETRATI9NS AND <br />CORNERS REF 6- 6.1 <br />al a <br />m <br />W :5 WCO u- u- <br />Y <br />a <br />< ° m <br />0 <br />O in 0 <br />N O O <br />N m m <br />U) z_ z <br />N N <br />v � <br />1VA; <br />I ,.0 <br />i� <br />I�«�� si-■,i <br />� <br />O <br />7 <br />32'-2" <br />(MI <br />TANK SLAB PLAN <br />1 /8 =1 -0 <br />1 ALL CONSTRUCTION SHALL MEET COUNTY <br />STANDARDS. CONTRACTOR TO SECURE ENTIRE <br />CONSTRUCTION AREA WITH CHAIN LINK <br />FENCING DURING CONSTRUCTION PERIOD. <br />_ <br />O <br />2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY <br />9- <br />ENGINEER OF ANY DIFFERENCES BETWEEN THE <br />ACTUAL FIELD CONDITIONS AND THE PLANS <br />BEFORE PROCEEDING WITH CONSTRUCTION. <br />3 PETROLEUM CONTRACTOR SHALL BE <br />RESPONSIBLE FOR THE INTEGRITY OF THE <br />PIPING SYSTEM DURING CANOPY ERECTION AND <br />CONCRETE FLATWORK INSTALLATION. <br />4? <br />M <br />4 AFTER COMPLETING INSTALLATION OF <br />DISPENSERS, THE PETROLEUM CONTRACTOR IS <br />TO INSTALL BRIGHT ORANGE CONSTRUCTION <br />FENCE AROUND ENTIRE DISPENSER. <br />5 PETROLEUM CONTRACTOR IS TO BE AWARE <br />Proto 2nd Qtr 04-03-15 <br />THAT ON THE DAY THE GASOLINE SYSTEM IS <br />PUT INTO SERVICE, THE GAS CONTRACTOR AND <br />A GILBARCO AUTHORIZED SERVICE <br />CONTRACTOR MUST BE ON SITE ONE (1) HOUR <br />PRIOR TO STARTUP AND MUST REMAIN ON SITE <br />THREE (3) ADDITIONAL HOURS FOR A TOTAL OF <br />FOUR (4) HOURS. ANY COSTS INCURRED OVER <br />� <br />FOUR (4) HOURS DUE TO FUELING SYSTEM <br />C) <br />In <br />Z <br />ISSUES, SHOULD BE BILLED AS A CHANGE <br />1` <br />ORDER. <br />W <br />U <br />z <br />��M <br />o <br />z <br />~ <br />® KEY NOTES <br />z tiw_ <br />Z <br />o c� 0 J <br />m <br />Q <br />1 6" CONCRETE SLAB AT FUELING CANOPY. <br />J <br />> O <br />REF 1-G0.1 AND CIVIL DRAWINGS FOR TOS <br />W r Q W <br />a <br />ELEVATIONS. <br />_J %- r (9 > <br />a <br />w Ix ti�� <br />2 GEOTECH FABRIC MATERIAL TO EXTEND 12" <br />1 <br />W LU <br />(' <br />PAST EACH SIDE OF PIPING TRENCH AND TANK <br />I` Y ~ N <br />Z <br />EXCAVATION. <br />U <br />J <br />Q <br />LL1 <br />3 PIPING TRENCHES SHALL BE DUG IN SUCH A <br />= <br />MANNER THAT THE TRENCH WIDTH IS EQUAL TO <br />� <br />LL <br />AT LEAST TWICE WIDTH OF ALL PIPING <br />CV <br />CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" <br />M <br />(10cm) CLEAR DISTANCE BETWEEN PIPING <br />POSITIONED IN THE TRENCH AND 6" WHERE <br />PIPING CROSSES OVER EACH OTHER. THE <br />BOTTOM OF THE TRENCH SHALL BE AS <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 />TRENCH BOTTOM BEFORE BEDDING MATERIAL <br />W <br />IS INSTALLED. <br />4 SITE CONDITIONS MAY CAUSE VARIATIONS <br />WHICH MUST BE APPROVED BY 7-ELEVEN AND <br />MANUFACTURER. PIPING BURIAL DEPTHS LESS <br />THAN 18" REQUIRES 7-ELEVEN APPROVAL. <br />W <br />STORE SIDE <br />3" OVER 2" DBL-WALL FIBERGLASS <br />PRODUCT PIPING - SLOPE 0.72% TO <br />TANKS. REF 1-G5.1 <br />DISPENSER STATION <br />0 <br />ID TYPICAL <br />0 <br />o CANOPY COLUMN TYPICAL o <br />REF SHEET G8 AND <br />CANOPY MFR DRAWINGS <br />SIDE 1 O O <br />SIDE 1 O O SIDE 1 <br />4 O <br />SIDE 1 O O <br />a <br />a <br />a <br />o <br />DISP 4 <br />REF 1-G5 <br />11 DISP 3 <br />.- REF 1-G5 REF 1-G5 <br />DISP 2 <br />11 DISP 1 <br />REF 1-G5 <br />SIM <br />M SIM SIM <br />0 <br />0 <br />0 <br />At <br />REF <br />TANK #3 <br />10 FT DIA <br />12,000 GAL <br />DIESEL <br />REF 2-G3 <br />TANK #1 <br />10 FT DIA <br />20,000 GAL <br />REGULAR <br />UNLEADED <br />REF 1-G3 <br />-2" FIBERGLASS VENT PIPING - <br />SLOPE FROM REMOTE VENT <br />DOWN TO TANKS 1/8" PER FOOT MIN <br />1 REMOTE <br />G6 VENT <br />TANK #3 STP SUMP (DIESEL) <br />REF 4-G6.1 AND 2-G4 <br />INTERSTITIAL MONITOR <br />REF 5-G6.1 AND 4-G3 <br />OBSERVATION WELL <br />REF 5-G3 <br />TANK #3 VENT (DIESEL) <br />REF 4-G6.1 AND 3-G4.1 <br />TANK #3 FILL (DIESEL) <br />REF 4-G6.1 AND 1-G4.1 <br />TANK #1 STP SUMP (RUL) <br />REF 4-G6.1 AND 1-G4 <br />FOR PIPING TRANSITION TO END <br />SUMP USE (2) DBL-WALL 45- ELBOWS <br />0 <br />LJJ <br />O <br />m <br />W <br />m o <br />ILI do <br />LO <br />co <br />O N � <br />00 <br />oat <br />�Q a <br />(0 0 c0 W co <br />a <br />N I � U <br />0 ao O � <br />00 00 Z O <br />M <br />Cc Q 00 <br />L1J m N <br />U <br />-0 ((1 +- N <br />�0 cc <br />(A C, 0 U <br />>, <br />oa�4)ir- owom61or-= M <br />(0M 3 -o zzq)ooE <br />p.�- p 3 o Or-)-0 7 4) rn N <br />b o a, Cam,+= U y- NL 00 <br />ota��3ca m- o <br />1. � E 3: 'Sc 0 o 3: - 70 <br />n.�oo�,m�3C���Ntca <br />m c•-,a y 3s > > y <br />2 am uw)ia 2 --da? of <br />a�i(7w� ��y:9Na�°�'m <br />ca�� o•- <br />0,-ECaa?omax . <br />0MCM <br />o N•E � 3-cn <br />i <br />�I <br />No 68170 <br />� r <br />r <br />s Y••� _ <br />/STATE OF ,` <br /><OR��P'�� <br />e1111111;�%� <br />SHEET: <br />G1 <br />FUELING - USA <br />