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Undewound Storawe Tank Bouvancv Calculations for Fiberidass Tanks <br />project #1 2 <br />Project Name: lo . <br />Tank Manufacturer / Model`. <br />Number of Tanks: <br />Tank Dry Weight: Ibs <br />Tank Volume: galkxrs 100%satu.ration to finished grade <br />Tank Die mater (a): cp water 62A lb/CF <br />Tank Bury Depth: at rp submerged concrete = 97.6 Ib/CF <br />Tank Length (L): feet Cp submerged aggregate = 57.61bJCF <br />Number of Sumps: <br />Sump Diameter. inches <br />Tank Slab Length: 52.1 <br />Tank SlabWidth: 'Sc eet <br />Tank gab Thickness: inches <br />Deadman Length PL <br />Deadman Width (DW). inches <br />Deadman Height: V • inches <br />40000 gal <br />U1= 7.49 pVCF x 62.4 Ib/CF = 333,244 iba <br />ps <br />U2 = 142-2 CF x 62.4 Ib/CF = 8,875 Ibs <br />I Uplift <br />U= f UI = 342,119Ibs UP <br />crete Slab <br />W1= 1258.0 CF <br />x 87.6 RVCF = <br />110,200 Ibs <br />(dill Above Tank <br />W2 = 3,925 CF <br />x 57.6 W/CF = <br />226,095 IW <br />oval Column Absrve DaWman (2 deadmon <br />pertank) <br />W3 = 3080.88 CF <br />x 57.6 Ib/CF = <br />177,459 Ibs <br />Wedge Above Deadman (2 total) <br />W4 = 332.9203 CF <br />x.57.6 Ib/CF = <br />19,176 Ibs <br />crate Deadman (2 deadman pertank) <br />W4 = 157.5 CF <br />x $7.61b/CF = <br />13797 Ibs <br />Weight of Tank <br />W5 = <br />18,000 Ibs <br />it Waight <br />W. I WI = <br />564,727 Ibs DOWN <br />CD <br />0, TANK DIAMETER <br />l 36'-2" O.T.O. TANK SLAB <br />TANK SLAB PLAN <br />1 /8"=1'-Ott <br />�B <br />MANWAY <br />FINISHED <br />low <br />0, TANK DIAMETER <br />(0+(DW*2))*2 <br />0+(DW*2) <br />REMOTE <br />G6 VENT <br />3" FIBERGLASS VENT PIPING - <br />ka) <br />SLOPE FROM REMOTE VENT of <br />DOWN TO TANKS 1/8" PER FOOT MIN <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 />2" FIBERGLASS VENT PIPING - <br />SLOPE FROM REMOTE VENT <br />DOWN TO TANKS 1/8" PER FOOT MIN <br />12" MIN <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 />TANK #3 <br />10 FT DIA <br />12,000 GAL <br />DIESEL <br />REF 2-G3 <br />TANK #1 STP SUMP (RUL) <br />REF 4-G6.1 AND 1-G4 <br />1 <br />1 <br />PIPING DESIGN BASED ON 25' LENGTHS <br />NOTE: <br />REF 1-G6.1 FOR DIMENSIONS AND <br />LOCATIONS OF DISPENSERS. <br />REF G5 oSIDE 1 <br />DISP 2 <br />EXISTING CANOPY-/ <br />COLUMN, TYPICAL <br />EXISTING HOOP BOLLARDS TO <br />REMAIN @ INSIDE OF <br />COLUMNS (TYPICAL) <br />0 <br />SIDE 1 <br />UTODI <br />REF 2-G6 <br />v o <br />REF 1-G5 SIDE 1 <br />-y <br />DISP 4 <br />FOR PIPING TRANSITION <br />TO END SUMP USE (2) <br />DBL-WALL 45° ELBOWS <br />O <br />_� SIDE 1 <br />51 Uj <br />O6 <br />DISP 3 <br />DISPENSER STATION o <br />ID TYPICAL <br />STORE SIDE <br />tCKFILL TYP <br />ALTERNATE) <br />k 1 rirr=/ <br />PRODUCT / VENT PIPING <br />PIPING TRENCH SECTION <br />1 /8"=1'-0" <br />TANK #2 VENT / VR (PUL) <br />REF 4-G6.1 AND 2-G4.1 <br />TANK #2 FILL (PUL) <br />REF 4-G6.1 AND 1-G4.1 <br />TANK #2 STP <br />SUMP (PUL) <br />REF 4-G6.1 <br />AND 1-G4 <br />STREET SIDE <br />TANK #2 <br />10 FT DIA <br />\F\ j 8,000 GAL <br />PREMIUM <br />UNLEADED <br />REF 2-G3 <br />TANK #1 1 <br />10 FT DIA 1 <br />20,000 GAL <br />REGULAR <br />UNLEADED <br />REF 1-G3 <br />v o . <br />REF 1-G5 SIDE 1 <br />11 1© <br />� DISP 6 <br />M <br />------------ <br />FOR PIPING TRANSITION TO FIRST SUMP <br />USE (2) DBL-WALL 90" ELBOWS <br />FOR UNDER THE SUMP PIPING <br />TRANSITIONS USE DBL-WALL TEE <br />AND DBL-WALL 90* ELBOW <br />(CONNECTING PIPE LENGTH VARIES) <br />" O <br />REF 1-G5 ❑ <br />_ SIDE 1 <br />Lj <br />O DISP 5 10 <br />0 <br />FUEL PIPING PLAN <br />- <br />1 /8"=1'-0" <br />3" OVER 2" DBL-WALL FIBERGLASS <br />PRODUCT PIPING - SLOPE AS REQUIRED <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 />GENERAL NOTES <br />1 ALL CONSTRUCTION SHALL MEET COUNTY <br />J <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 />0 <br />ACTUAL FIELD CONDITIONS AND THE PLANS <br />N <br />BEFORE PROCEEDING WITH CONSTRUCTION. <br />3 PETROLEUM CONTRACTOR SHALL BE <br />RESPONSIBLE FOR THE INTEGRITY OF THE <br />PIPING SYSTEM DURING CONCRETE FLATWORK <br />INSTALLATION. <br />4; <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 />FOUR (4) HOURS DUE TO FUELING SYSTEM <br />ISSUES, SHOULD BE BILLED AS A CHANGE <br />ORDER. <br />LO <br />U o <br />Z <br />a KEY NOTES <br />1 6" CONCRETE SLAB AT FUELING CANOPY. <br />REF 1-GO.1 FOR TOS ELEVATIONS. <br />2 GEOTECH FABRIC MATERIAL TO EXTEND 12" <br />PAST EACH SIDE OF PIPING TRENCH AND TANK <br />EXCAVATION. <br />3 PIPING TRENCHES SHALL BE DUG IN SUCH A <br />MANNER THAT THE TRENCH WIDTH IS EQUAL TO <br />AT LEAST TWICE WIDTH OF ALL PIPING <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 />WHICH MUST BE APPROVED BY OWNER AND <br />MANUFACTURER. PIPING BURIAL DEPTHS LESS <br />THAN 18" REQUIRES OWNER APPROVAL. <br />co J <br />10- <br />J J <br />00 C <br />Cn <br />Z <br />a <br />ILL <br />Z <br />�~ <br />�-Z(A <br />Q <br />U> <br />Z <br />�a <br />_�_ <br />QW <br />Z <br />Z F- <br />Q� <br />C) <br />a. <br />a <br />`Y'w <br />N <br />C7 <br />Z <br />J <br />W <br />M <br />L=L <br />14 <br />L <br />OC <br />W Lim 1� <br />mmlmk- Salinas! <br />go <br />�nw� <br />O � � <br />•� n <br />c c o v <br />�rYaU. <br />o H 0 <br />C5 O N <br />Z <br />M <br />N <br />Q m <br />LU <br />M m N <br />CD 0 0 0 <br />'pp >_+ <br />001COk63°NO mC-N <br />arc e v <br />.. U <br />�,��t�c=NON0��N <br />v�oLO°:E8ma=CL0WW <br />(pN0���3C0 +-o O <br />emu3ai� <br />u�W=W -CL Wor>jv, <br />ww o.Qcym0a 02. <br />w U <br />OOP 0 0 p Nrn O-C-0 V <br />p n"ECL-o° mmc� <br />OWcw mU=3-CO <br />`,,�4tl/llllf/I��I <br />No 68170 <br />e <br />4 <br />'0 <br />' ,AfnfTE OF <br />o •. Al <br />SHEET: <br />G 1 <br />FUELING - USA <br />