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7500 HARDESON RD 2020 Plans 2022-12-06 (3)
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7500 HARDESON RD 2020 Plans 2022-12-06 (3)
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Last modified
12/6/2022 1:25:56 PM
Creation date
4/18/2022 10:24:44 AM
Metadata
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Template:
Address Document
Street Name
HARDESON RD
Street Number
7500
Permit
B2009-048
Year
2020
Notes
FUEL INSTALL / DISPENSERS / 20K GALLON UST-RUL / 20K GAL UST
Address Document Type
Plans
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PTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO <br />�z� DISPENSER SUMP ELEVATIONS <br />ill = 1'-0" <br />I <br />;tt7 ■ <br />3+0 DISPENSE4, <br />DATA <br />DISPENSER POWER <br />: <br />RIGID FIBERGLASS PIPE <br />FITTINGS - REF 5-G5 <br />PIPING CROSSOVERS <br />OANUFACTURER'S <br />%LLATION INSTRUCTIONS <br />1.5" SCHED 40 BLACK IF <br />PIPING AND FITTINGS BY <br />2" FIBERGLASS TUBE W <br />"V" NOTCH - POSIT <br />TUBE 1" FROM BOTTOM <br />SUMP WITH NOTCH <br />VIEW FOR INSPECT <br />SLOPE CONC <br />REF 1-G6.1 <br />9 .. 8 <br />• a a . <br />2" ID FIBERGLASS TUBEVP:r <br />TO BE BRACKETED TO STEEL <br />SUPPORTS AT RIM OF SUMP <br />f ■SUMP SENSOR <br />DISPENSER SUMP SECTION - <br />ill = 1'-0" <br />goo/ 2" <br />PIPING CONNECTIONS - <br />1" = 1'-0" <br />4 <br />Fall'ars, <br />0 0 <br />1�3/ SLOPE CONC <br />REF 1-G6.1 <br />m: <br />0.4 a <br />1 <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 />1.5" SCHED 40 BLACK <br />IRON PIPING AND <br />FITTINGS BY GC <br />101. 1 5" 1 5" 1 10" <br />z <br />Q <br />(f) <br />Lu U <br />z <br />M D <br />® LL <br />LL <br />O <br />3+0 DISPENSER <br />GIEBARCO ENCORE 700S DISPENSER <br />■ <br />RETRACTOR <br />HOSE CLAMP <br />1 FIBERGLASS TUBE TO BE <br />!+WIN <br />a I <br />_. <br />CRITICAL! <br />a- <br />GEN ER AL NOTES <br />GRADE <br />1 AFTER ALL UNDERGROUND PIPING AND <br />ELECTRIC CONDUITS ARE INSTALLED AND <br />DURING EXCAVATION, BACKFILLING, AND <br />CONCRETE POURING; A CONTINUOUS <br />U) <br />HYDROSTATIC TEST SHALL BE PERFORMED ON <br />c� <br />ALL SUMPS AND SPILL BUCKETS TO ENSURE <br />ev <br /><g <br />TIGHTNESS AND PROPER INSTALLATION. <br />> <br />2 SUMP TO BE CLEANED OF DEBRIS AND DRIED <br />AFTER TESTING. <br />ABOVE THE RAIN —LIP <br />BLACK1.5" SCHED 40 <br />IRON PIPING D <br />FITTINGS BY - <br />Uyy� <br />N <br />g <br />u g <br />if <br />F" <br />dl �f9 ifi i yam' <br />Lf s - i6 hN- co <br />.. <br />CD <br />0 u <br />CN <br />co <br />co <br />I� <br />!6A <br />® 0 w <br />t/5 <br />a� ? <br />©clloc"da�m�%� <br />�voo� o0oU® <br />2—.!2 0 0 n �v� ® n° '° <br />0o_ :01 <br />®'' <br />B. ® <br />na) a) <br />en ca Go),° ® co a> � , <� <br />®�ER22wX. � <br />ozj <br />� �� <br />3 <br />lqp <br />pI 1 <br />!# 4!T <br />- "A <br />zy <br />� E <br />FUELING - USA <br />
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