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37130 Eiland Blvd (3)
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37130 Eiland Blvd (3)
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Last modified
2/24/2025 4:16:24 PM
Creation date
2/18/2025 3:13:57 PM
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Building Plans
Street #
37130
Location
Eiland Blvd
Contractor
AEC Services
Building Plans - Permit #
18278
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3"/ 2" <br />3"/ 2" <br />E <br />d <br />c <br />N <br />cI <br />CV <br />0 <br />a <br />a <br />3"/ 2" <br />PIPING CONNECTIONS <br />OTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO <br />DISPENSER SUMP ELEVATIONS <br />1" = 1'-0" <br />SUMP MONITORIN <br />CONDUI" <br />REFERI <br />FOR DI <br />PIPING E <br />SUMP MONITORING <br />CONDUITS <br />REFEREE <br />FOR DIR <br />PIPING ENl <br />D P U <br />3+1 DISPENSER <br />3+U U15Fj1=NStK <br />3"/ 2" <br />-RITICAL! <br />SIDE CONDUIT <br />CHANNEL <br />WER <br />0 <br />M <br />OWER <br />DISPENSER SUMP - PLAN VIEWS - <br />2" SCHED 40 BLACK <br />IRON PIPING AND <br />FITTINGS BY GC <br />2" FIBERGLASS TUBE WITH <br />"V" NOTCH - POSITION <br />TUBE 1" FROM BOTTOM OF <br />SUMP WITH NOTCH IN <br />VIEW FOR INSPECTOR <br />FITTING w/ PLASTIC TUBING BY FUEL CONT., <br />REMOVE AFTER TESTING. TURN TEST PORT <br />HOLE IN FITTING TOWARD BOTTOM DURING <br />INSTALLATION FOR FUTURE DRAINAGE <br />END <br />LOWER PIPING CROSS <br />BRACE PROVIDED <br />WITH DISPENSER <br />SLOPE CONC <br />REF 1-G6.1 <br />♦ e. e . <br />♦, a <br />d .e� <br />G e <br />PIPE CLAMP BY GC <br />2" ID FIBERGLASS TUBE qO3 <br />TO BE BRACKETED TO STEEL <br />SUPPORTS AT RIM OF SUMP <br />FOR SUMP SENSOR <br />V CUT LOCATED AT BOTTOM <br />OF FIBERGLASS TUBE TO BE <br />VIEWED BY INSPECTOR <br />GRADE <br />FOR RIGID FIBERGLASS PIPE <br />AND FITTINGS - REF 5-G5 <br />FOR PIPING CROSS-OVERS <br />co REF MANUFACTURER'S <br />o INSTALLATION INSTRUCTIONS <br />N Q <br />4'-0" <br />MIN 1 <br />AS REQ <br />9 3/8" 5"L 10" <br />O <br />3+0 DISPENSER <br />0 <br />FOR RIGID FIBERGLASS PIPE <br />10 <br />09 <br />AND FITTINGS - REF 5-G5 <br />03 <br />FOR PIPING CROSS-OVERS <br />1 <br />w <br />REF MANUFACTURER'S <br />0 <br />c <br />INSTALLATION INSTRUCTIONS <br />2" SCHED 40 BLACK <br />11 <br />� <br />`V j <br />IRON PIPING AND <br />z <br />FITTINGS BY GC <br />M2" <br />FIBERGLASS TUBE WITH <br />4'-0" <br />"V" NOTCH - POSITION <br />Fv i <br />TUBE 1" FROM BOTTOM OF <br />° <br />SUMP WITH NOTCH IN I <br />VIEW FOR INSPECTOR <br />° ° <br />0 <br />° <br />° ° z <br />0 <br />� <br />03 <br />° ° `- <br />° ° ° ° <br />INTERMEDIATE <br />DISPENSER SUMP SECTION - <br />CHECK WITH CONSTRUCTION <br />MANAGER FOR OCTANE DECAL <br />ARRANGEMENT AND PROPER <br />OCTANES TO BE USED(MIDGRADE <br />ALWAYS TO BE AT CENTER.) <br />UNIONS AND PIPING BY GC <br />SLOPE CONC <br />REF 1-G6.1 <br />d e. e <br />d <br />e d - <br />♦ a: <br />12 <br />TRIM SUMP AS REQUIRED FOR SITE <br />CONDITIONS AND PIPE SLOPES. <br />RELOCATE RAIN -LIP AND EQUIP <br />RAILS TO MAINTAIN A 2" <br />PROJECTION ABOVE THE RAIN -LIP <br />VARIES PER FIELD CONDITION <br />2" SCHED 40 BLACK IRON <br />PIPING AND FITTINGS BY GC <br />6" MINIMUM <br />PRODUCT PIPING TRUNK LINES <br />GENERAL NOTES <br />1 AFTER ALL UNDERGROUND PIPING AND <br />ELECTRIC CONDUITS ARE INSTALLED AND <br />DURING EXCAVATION, BACKFILLING, AND <br />CONCRETE POURING; A CONTINUOUS <br />c <br />HYDROSTATIC TEST SHALL BE PERFORMED ON <br />O <br />ALL SUMPS AND SPILL BUCKETS TO ENSURE <br />Q- <br />TIGHTNESS AND PROPER INSTALLATION. <br />2 SUMP TO BE CLEANED OF DEBRIS AND DRIED <br />AFTER TESTING. <br />KEY NOTES <br />1 SOURCE NORTHAMERICA TO SUPPLY U-BOLTS <br />TO SECURE PIPING TO CROSS BRACKETS <br />SUPPLIED BY GILBARCO. <br />Proto 2nd Qtr 04-03-15 <br />2 CRITICAL - MUST HAVE 2" RAIN LIP ABOVE <br />INTEGRAL RAIN LIP FRAME. <br />3 SHEAR SECTIONS OF SHEAR VALVES SHALL BE <br />MOUNTED FLUSH WITH TOP OF PAVEMENT. <br />co <br />W <br />4 HOSE RETRACTOR REQUIRES FIELD <br />LO <br />J <br />MODIFICATION, REF MANUFACTURER'S <br />U 6 <br />INSTALLATION INSTRUCTIONS FOR SPECIFIC <br />J M <br />< <br />USE. <br />J c" <br />00 CNw <br />�LL <br />MoM <br />0 <br />�gJM <br />02 <br />Q <br />m� <br />p ILL� <br />�-zC <br />C�Lu > <br />Zg_j <br />o <br />Z <br />Z <br />co} <br /><F- <br />MW <br />� <br />C) <br />N <br />Z <br />n/ N <br />W <br />(n <br />M <br />� <br />Q <br />RETRACTOR 9 <br />4 n n <br />HOSE CLAMP 01 II II <br />LOWER PIPING CROSS <br />BRACE PROVIDED <br />WITH DISPENSER <br />SLOPE CONC �1 <br />REF 1-G6.1 <br />e " e . <br />e r <br />4. .♦ <br />♦ .. e.,d '.♦ <br />2" ID FIBERGLASS TUBE TO BE —� <br />BRACKETED TO STEEL SUPPORTS AT <br />RIM OF SUMP FOR SUMP SENSOR <br />TY 0 <br />03 <br />0 <br />V CUT LOCATED AT BOTTOM OF <br />FIBERGLASS TUBE TO BE <br />VIEWED BY INSPECTOR <br />GILBARCO ENCORE 700S DISPENSER. <br />1" = 1'-0" <br />5" 5" 10" <br />O <br />3+1 DISPENSER <br />CHECK WITH CONSTRUCTION <br />MANAGER FOR OCTANE DECAL <br />ARRANGEMENT AND PROPER <br />OCTANES TO BE USED <br />UNIONS AND PIPING TYP <br />BY GC <br />V SLOPE CONC <br />REF 1-G6.1 <br />a q <br />< ' e <br />d <br />♦ e' <br />12 <br />0 <br />TRIM SUMP AS REQUIRED FOR <br />SITE CONDITIONS AND PIPE SLOPES. <br />RELOCATE RAIN -LIP AND EQUIP <br />RAILS TO MAINTAIN A 2" PROJECTION <br />ABOVE THE RAIN -LIP <br />VARIES PER FIELD CONDITION <br />2" SCHED 40 BLACK IRON <br />PIPING AND FITTINGS BY GC <br />6" MINIMUM <br />PRODUCT PIPING TRUNK LINES <br />OL <br />m <br />Wammums <br />0 <br />CCmew <br />a r <br />� 0) 0 o- <br />t <br />co (0 Y p <br />o Lij CD <br />i- O p <br />6 O N <br />Z � <br />M O <br />(A cV <br />Q m <br />� m N <br />C Y <br />0 <br />(n 0 o U <br />O0000000/4C�N0 <br />cmoo0 <br />22.2 O C O N� a 0 N N <br />NOV VC_�ca- , 0 <br />t m <br />anico"3aiw�' °•c-3mc <br />a=No=-a3�om1On�co <br />aoi � o a.24) � o 6 <br />M�U'aN6W(0 0(�U <br />U� O� C S C a0 N O c� <br />oc3>.a0 0.w0mx��>'°'co <br />,,,����rrrr►rA����i <br />•-`c E f V��• <br />No 68170 <br />E OF •• 41 <br />ONAL <br />SHEET: <br />G5 <br />FUELING - USA <br />
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