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z <br />5o <br />w <br />a <br />O <br />z <br />12" MIN <br />1-G3 <br />(6 PIPE) 66" WIDE TRENCH <br />(5 PIPE) 56" WIDE TRENCH <br />(4 PIPE) 46" WIDE TRENCH <br />(3 PIPE) 36" WIDE TRENCH <br />(2 PIPE) 26" WIDE TRENCH <br />16" WIDE TRENCH <br />(1 PIPE) <br />PIPING TRENCH SECTION <br />1 /8"=1'-0" <br />NOTE: <br />FOR REINFORCING AT TANK <br />SLAB PENETRATIONS AND <br />CORNERS REF 6-G6.1 <br />4 52'-2" O.T.O. TANK S <br />48'-2" (MIN BOUNDARY TOP OF EXCAVATION <br />44'-2" (MIN BOUNDARY BTM OF EXCAVATION <br />N J J J J <br />O <br />a a <br />a <br />TANK SLAB PLAN <br />1 /8"=1'-0" <br />3ACKFILL TYP <br />) ALTERNATE) <br />z Z <br />O O <br />a a m <br />U U g <br />W u� U) <br />LL U Y <br />O _ O z <br />00 No - <br />Nm MH O <br />O <br />N <br />O O M <br />in m <br />NOTE: <br />REF 1-G6.1 FOR DIMENSIONS AND <br />LOCATIONS OF DISPENSERS. <br />DISPENSER <br />STATION <br />ID TYPICAL <br />10 <br />11 0 SIDE 1 <br />REF 1-G5 DISP 6 <br />TYP 0 <br />REF 2- 6 <br />0 <br />-y <br />CO <br />Project #: <br />Project Name: <br />Tank Manufacturer/ Model: <br />Num ber of Tanks: <br />Tank Dry Weight: <br />Tank Volume: <br />Tank Diameter. <br />Tank Bury Depth: <br />Tank Length: <br />Number of Sumps: <br />Sump Diameter. <br />Tank Slab Length: <br />Tank Slab Width: <br />Tank Slab Thickness: <br />Deadman Length: <br />Deadman Width <br />Deadman Height <br />SEI 16380.0152 <br />Las Vegas, NV #32649 <br />Xerxes DW 10' 20K <br />Assumptions <br />100%saturation to finished grade <br />y) water = 62A lb/CF <br />rp submerged concrete = 87.6 Ib/CF <br />cp submerged aggregate = 57.6 lb/CF <br />U1= 40000 gal x 62.4 lb/CF = 333,244 Ibs <br />7.49 gal/CF <br />Sumps <br />U2 = 120.3 CF x 62.4 lb/CF = 7,507 Ibs <br />Total Uplift <br />U= Jul = 340,751 Ibs UP <br />Concrete Slab <br />W1= 1258.0 CF <br />x 87.6 lb/CF = <br />110,200 Ibs <br />Backfill Above Tank <br />W2 = 3,384 CF <br />x 57.6 lb/CF = <br />194,927 Ibs <br />Gravel Column Above Deadman (2 deadmen pertank) <br />W3 = 2916.72 CF <br />x 57.6 lb/CF = <br />168,003 Ibs <br />Soil Wedge Above Deadman (2 total) <br />W4 = 315.1812 CF <br />x 57.6 lb/CF = <br />18,154 Ibs <br />Concrete Deadman (2 deadmen par tank) <br />W4 = 157.5 CF <br />x 87.6 lb/CF = <br />13797 Ibs <br />Dry Weight of Tank <br />W5 = <br />18,000 Ibs <br />Total Weight <br />W= f WI = <br />523,081 Ibs DOWN <br />Net Force <br />Fnet = F WI - Jul = 182,330 DOWN <br />Factor of Safety <br />F.S. = 523,081 Ibs _ 1.54 PASS <br />340,751 Ibs <br />STORE SIDE <br />SIDE 1 <br />11 11 0 _ <br />REF 1-G5 DISP 5 -y <br />EXISTING CANOPY o <br />COLUMN TYPICAL <br />0 <br />TEE IS SET AT <br />45 DEGREE <br />ANGLE, TYP <br />3" OVER 2" DBL-WALL -� <br />FIBERGLASS <br />PRODUCT PIPING - SLOPE 3-G1 <br />�8" PER FOOT MIN <br />o <br />O O <br />SIDE 1 _ <br />REF 1-G5 DISP 4 I DISP 2 REF 1-G5 <br />o + o <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 />ANK #2 VENT / VR (PUL) <br />REF 4-G6.1 AND 2-G4.1 <br />I <br />TANK #2 10 FT DIA <br />8,000 GAL PREMIUM <br />UNLEADED REF 2-G3 <br />INTERSTITIAL MONITOR -' <br />REF 5-G6.1 AND 4-G3 <br />OBSERVATION WELL <br />1 REF 5-G3 IV <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 />O <br />SIDE 1 <br />r <br />J11 <br />-� DISP 3 REF 1-G5 <br />----------- <br />-FOR CROSSOVER PIPING TRANSITIONS <br />USE PRIMARY AND SECONDARY TEEs <br />AND 450 ELBOWS AS REQUIRED <br />(CONNECTING PIPE LENGTH VARIES) <br />USE DOUBLE WALL 45' ELBOWS <br />AND DOUBLE WALL 90° ELBOWS <br />AS REQUIRED (CONNECTING <br />PIPE LENGTH VARIES) <br />0 <br />O <br />SIDE 1 <br />STREET SIDE <br />2 FIBERGLASS VENT PIPING - <br />SLOPE FROM REMOTE VENT <br />DOWN TO TANKS 1/8" PER FOOT MIN <br />FUEL PIPING PLAN <br />1 /8"=1'-0" <br />Co <br />u1t <br />10'0 TANK <br />MANWAY <br />10.0 TANK <br />DEADMAN <br />PEAGRAVEL <br />O O <br />0 <br />+- SIDE 1 <br />DC__ISP 1 J11 <br />REF 1-G5 <br />Q <br />TANK #3 <br />10 FT DIA <br />12,000 GAL <br />DIESEL <br />REF 2-G3 1 <br />TANK #1 10 FT DIA <br />20,000 GAL REGULAR <br />UNLEADED REF 1-133 <br />fPIPING DESIGN BASED ON 25' LENGTHS <br />3" FIBERGLASS VENT PIPING - <br />SLOPE FROM REMOTE VENT <br />DOWN TO TANKS 1/8" PER FOOT MIN <br />1 <br />G6 <br />REMOTE <br />VENT <br />FINISHED <br />GENERAL NOTES <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 />O <br />2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY <br />a <br />ENGINEER OF ANY DIFFERENCES BETWEEN THE <br />ACTUAL FIELD CONDITIONS AND THE PLANS <br />BEFORE PROCEEDING WITH CONSTRUCTION. <br />Q <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 />a? <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 <br />W <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 />FOUR (4) HOURS DUE TO FUELING SYSTEM <br />z <br />ISSUES, SHOULD BE BILLED AS A CHANGE <br />if)Z <br />ORDER. <br />r , <br />V C) <br />J M <br />04 <br />LL <br />� <br />1 <br />z <br />a <br />C) <br />~ <br />® KEY NOTES <br />O a <br />CV m � <br />0 <br />�n~ <br />�J <br />a <br />! <br />V > <br />QJ <br />o <br />1 6" CONCRETE SLAB AT FUELING CANOPY. <br />Q <br />0 = <br />Z <br />REF 1-G0.1 FOR TOS ELEVATIONS. <br />= <br />N <br />� LL <br />0' <br />~ <br />2 GEOTECH FABRIC MATERIAL TO EXTEND 12" <br />N <br />PAST EACH SIDE OF PIPING TRENCH AND TANK <br />W <br />a <br />W <br />EXCAVATION. <br />0 <br />N <br />Z <br />W <br />J <br />3 PIPING TRENCHES SHALL BE DUG IN SUCH A <br />W <br />MANNER THAT THE TRENCH WIDTH IS EQUAL TO <br />M <br />0 <br />AT LEAST TWICE WIDTH OF ALL PIPING <br />T_ <br />LL <br />CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" <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 />IS INSTALLED. <br />4 SITE CONDITIONS MAY CAUSE VARIATIONS <br />�. <br />WHICH MUST BE APPROVED BY OWNER AND <br />MANUFACTURER. PIPING BURIAL DEPTHS LESS <br />THAN 18" REQUIRES OWNER APPROVAL. <br />-TANK #3 FILL (DIESEL) <br />REF 4-G6.1 AND 1-G4.1 <br />-TANK #3 VENT (DIESEL) <br />REF 4-G6.1 AND 3-G4.1 <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 #1 FILL (RUL) <br />REF 4-G6.1 AND 1-G4.1 <br />TANK #1 VENT / VR (RUL) <br />REF 4-G6.1 AND 2-G4.1 <br />TANK #1 STP SUMP (RUL) <br />REF 4-G6.1 AND 1-G4 <br />WPASo <br />I,l�w <br />V <br />a0 <br />W <br />0 <br />�E <br />00 <br />O N <br />o $o� <br />0 <br />M0.u- <br />O Y U) <br />o H rn OTC U <br />O 0 <br />r, Z LO <br />U O <br />Q m <br />W m -p <br />C � <br />U <br />0 U cu L L <br />(n 0 0 U <br />-p `N N l0 O 0 O M C= v <br />��� o <br />U� iroc'E!E0 <br />o�0•owo3oc'o�0,2 m <br />ro <br />N$ acci �'= U'- yt N ui <br />mN,c:cN-0aQl- O <br />m�y3ai�';=o2Z3m <br />l0 (� G C <br />O 0 l0 <br />..>,0a r"0)O0-, <br />_102 <br />Ear O0N-gOt` <br />uov`ENN mmDWO <br />0UM r0CQ0 <br />0ODcCL00MXQ <br />0N.E)iU.r3.c(1) <br />LF�F�'�. <br />0 ���ENS'6' ..'9�10 <br />No 68170 <br />S,� <br />N A1p`N��•�� <br />SHEET: <br />G1 <br />FUELING - USA <br />