My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6512 Gall Blvd (7)
Zephyrhills
>
Building Department
>
Building Plans
>
6512 Gall Blvd (7)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 9:24:39 PM
Creation date
2/19/2025 8:25:03 AM
Metadata
Fields
Template:
Building Plans
Street #
6512
Location
Gall Blvd
Contractor
Guardian Fueling
Building Plans - Permit #
17752
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
3"/ 2" <br />r <br />311/211 <br />PIPING CONNECTIONS <br />5 lot = 11-0" <br />IOTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO <br />PRnVInF rONTAINMFNT FOR THE C.II RARM ENCORE DISPENSER <br />DISPENSER SUMP ELEVATIONS <br />SUMP MONITORIN <br />CONDUI- <br />REFERI <br />FOR DI <br />PIPING E <br />SUMP MONITORING <br />CONDUITS <br />REFEREN <br />FOR DIR <br />PIPING ENl <br />D P U <br />3+1 DISPENSER <br />:3+U U15F'LNSLFK <br />DISPENSER SUMP -PLAN VIEWS <br />31l/ 211 <br />CRITICAL! <br />SIDE CONDUIT <br />CHANNEL <br />WER <br />PER MANUFACTURER'S <br />SPECIFICATIONS <br />SECONDARY <br />CONTAINMENT 45' <br />ELBOW <br />3" 0 FIBERGLASS <br />SECONDARY PIPE <br />OVER 2" 0 <br />FIBERGLASS <br />PRODUCT LINE <br />jGZ,S <br />10" <br />LOWER PIPING CROSS <br />BRACE PROVIDED <br />WITH DISPENSER <br />SLOPE CONC <br />REF 1-G6.1 <br />° ° <br />, A <br />P a <br />a <br />d ° <br />PIPE CLAMP BY GC <br />0 FO <br />ci <br />2" ID FIBERGLASS TUBE 03 <br />TO BE BRACKETED TO STEEL <br />DWER 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 />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 />ME <br />ILE:LE <br />11 <br />son <br />9 3/8" 1 5" 1 10" <br />3+0 DISPENSER <br />FOR RIGID FIBERGLASS PIPE <br />AND FITTINGS - REF 5-G5 <br />FOR PIPING CROSS-OVERS <br />cn <br />REF MANUFACTURER'S <br />o <br />W- <br />INSTALLATION INSTRUCTIONS <br />N <br />Q <br />END AND 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 />a � <br />d <br />e <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 />RETRACTOR <br />HOSE CLAMP <br />LOWER PIPING CROSS <br />BRACE PROVIDED <br />WITH DISPENSER <br />n <br />SLOPE CONC I� REF 1-G6.1 <br />2" ID FIBERGLASS TUBE TO BE <br />BRACKETED TO STEEL SUPPORTS AT <br />RIM OF SUMP FOR SUMP SENSOR <br />V CUT LOCATED AT BOTTOM OF <br />FIBERGLASS TUBE TO BE <br />VIEWED BY INSPECTOR <br />GILBARCO ENCORE 700S DISPENSER <br />1" <br />5" 5" <br />10" <br />3+1 DISPENSER <br />n <br />II <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 />4- <br />ALL SUMPS AND SPILL BUCKETS TO ENSURE <br />fl- <br />TIGHTNESS AND PROPER INSTALLATION. <br />4) <br />2 SUMP TO BE CLEANED OF DEBRIS AND DRIED <br />0 <br />AFTER TESTING. <br />® KEY NOTES <br />m <br />0 <br />1 GC TO SUPPLY U-BOLTS TO SECURE PIPING TO <br />CROSS BRACKETS 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 />4 HOSE RETRACTOR REQUIRES FIELD <br />MODIFICATION, REF MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS FOR SPECIFIC <br />U C) <br />J <br />USE. <br />J ch <br />H <br />N <br />LLJ <br />^J <br />�••� LL <br />a <br />O a <br />M <br />0pM <br />cvmL <br />cl <br />V w <br />Q <br />N <br />Q <br />Z h- <br />j >-- <br />Q � <br />CC) <br />r`a <br />� <br />0 W <br />w <br />N <br />Z <br />W <br />o <br />N <br />M <br />or,, <br />0 <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 />SLOPE CONC <br />REF 1-G6.1 <br />d <br />d d <br />e <br />e <br />12 <br />GO <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 />BLACK IRON PIPING AND FITTINGS <br />TYP BY GC <br />G <br />uj <br />0 <br />m <br />WMv <br />cn <br />0 <br />Lu _� Y to <br />o P 0)U <br />o <br />O <br />Q m <br />LLI <br />U) m N <br />0 V L <br />a� <br />�jai:°��oE <br />no."S0,3 c0 1:030:2 u; <br />CLOOM <br />�ocai0 >':E "-vim-,sago <br />ate`=3c0i aSo�C <br />•o <br />a�wfiVqtm�o'a'>'ia3-0)mm v)vm�Qo�(DNm�(aCCD:2-°5CE�D�A( <br />U <br />U N 40V C O �'� j 0 a N <br />o , >, a� o C n. o >,. . <br />��oyr-�OaxiU 3E� <br />t%%11o1LE10 <br />No 68170to <br />oto <br />•p <br />O R `p P N ` <br />�•. <br />i�tto 10 N AX o� <br />SHEET: <br />G5 <br />FUELING - USA <br />
The URL can be used to link to this page
Your browser does not support the video tag.