My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7600 Gall Blvd
Zephyrhills
>
Building Department
>
Building Plans
>
7600 Gall Blvd
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2025 9:50:09 PM
Creation date
1/21/2025 3:43:57 PM
Metadata
Fields
Template:
Building Plans
Street #
7600
Location
Gall Blvd
Contractor
Creighton Construction and Management
Building Plans - Permit #
17477
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
73
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 <br />0 <br />n <br />0 <br />a <br />0 <br />W <br />Z <br />W <br />N <br />3'l/ 2" <br />3"/ 2" <br />PIPING CONNECTIONS <br />OTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO <br />3"/ 2" <br />DISPENSER SUMP ELEVATIONS <br />SUMP MONITORIN <br />CONDUI- <br />REFERI <br />FOR DI <br />PIPING E <br />SUMP MONITORING <br />CONDUITS <br />REFEREE <br />FOR DIRT <br />PIPING ENl <br />D P U <br />3+1 DISPENSER <br />J+U U15F'tlVSthK <br />3"/ 2" <br />;,RITICAL! <br />SIDE CONDUIT <br />CHANNEL <br />WER <br />Lo <br />0 <br />M <br />OWER <br />DISPENSER SUMP - PLAN VIEWS <br />2" SCHED <br />IRON PI <br />FITTIN <br />2" FIBERGLASS T <br />"V" NOTCH - <br />TUBE 1" FROM BC <br />SUMP WITH <br />VIEW FOR IN <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 />LOWER PIPING CROSS <br />BRACE PROVIDED <br />WITH DISPENSER <br />SLOPE CONC <br />REF 1-G6.1 <br />e <br />PIPE CLAMP BY GC <br />2" ID FIBERGLASS TUBE 0 <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 />PEN SER SUMP SEU I I UN <br />�� GRADE 12 <br />FOR RIGID FIBERGLASS PIPE <br />AND FITTINGS -REF 5-G5 <br />FOR PIPING CROSS-OVERS <br />U) REF MANUFACTURER'S <br />NQ INSTALLATION INSTRUCTIONS 1 <br />> 2 SCHED 40 BLACK <br />IRON PIPING AND <br />Z FITTINGS BY GC <br />MIN c-�,� 2" FIBERGLASS TUBE WITH <br />"V" NOTCH POSITION <br />AS REG <br />END <br />Ci:C±::t'::2:: <br />— r,.r,.r,.ri.C7,iY.Ci.Ci.i',.� • •. G .C7.i'f.t'i.t'� t'i::: ` — <br />lk, <br />r�WE�l <br />9 3/8" L 5" L 10" <br />3+0 DISPENSER <br />M TUBE 1" FROM BOTTOM OF <br />SUMP WITH NOTCH IN <br />VIEW FOR INSPECTOR <br />CRIT <br />FOR RIGID FIBERGLASS PIPE <br />AND FITTINGS - REF 5-G5 <br />FOR PIPING CROSS-OVERS <br />U) REF MANUFACTURER'S <br />NQ INSTALLATION INSTRUCTIONS <br />4'-0" <br />MIN <br />C 0 0 p <br />0 0 <br />0 0 j w <br />0 0 <br />03 0 0 0 0 <br />INTERMEDIATE <br />-DISPENSER SUMP SECTION - <br />is, = 1'-0" JOS <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 />... C' ; .• <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 9 n ® n <br />4 vc <br />,ft';..,.C:.C..i':.C,:G,.i <br />HOSE CLAMP 0 r r':, tNow <br />LOWER PIPING CROSS <br />BRACE PROVIDED <br />WITH DISPENSER <br />SLOPE CONC �L <br />REF 1-G6.1 <br />p <br />2" ID FIBERGLASS TUBE TO BE <br />BRACKETED TO STEEL SUPPORTS AT <br />RIM OF SUMP FOR SUMP SENSOR <br />TY GO <br />03 <br />79 0 <br />V CUT LOCATED AT BOTTOM OF <br />FIBERGLASS TUBE TO BE <br />VIEWED BY INSPECTOR <br />6" MINIMUM <br />PRODUCT PIPING TRUNK LINES <br />GILBARCO ENCORE 700S DISPENSER <br />1 1" = 1'-p,. <br />-U- <br />5" 5" 10" <br />3+1 DISPENSER <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 />= <br />•L <br />TIGHTNESS AND PROPER INSTALLATION. <br />N <br />2 SUMP TO BE CLEANED OF DEBRIS AND DRIED <br />AFTER TESTING. <br />® KEY NOTES <br />m <br />1 SOURCE NORTHAMERICA TO SUPPLY U-BOLTS <br />Ix <br />TO SECURE PIPING TO CROSS BRACKETS <br />SUPPLIED BY GILBARCO. <br />PPOtO 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 />c+� <br />m <br />4 HOSE RETRACTOR REQUIRES FIELD <br />Lo <br />U) <br />MODIFICATION, REF MANUFACTURER'S <br />r- <br />J <br />INSTALLATION INSTRUCTIONS FOR SPECIFIC <br />USE. <br />uj <br />U� <br />LoWM <br />w <br />co <br />tiWJ <br />j <br />Z <br />_jLL <br />W Q°mom <br />co <br />o <br />Z <br />W <br />a <br />Q <br />J <br />(9 <br />W W <br />ti�a <br />U) <br />~ <br />LLJ <br />YtiN <br />W <br />Q <br />cn <br />O <br />0 <br />c) <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 />q .. . <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 />BLACK IRON PIPING AND FITTINGS <br />TYP BY GC <br />6" MINIMUM <br />PRODUCT PIPING TRUNK LINES <br />La <br />'kin m <br />Wcno <br />o <br />_c <br />p n co <br />7m <br />O rn <br />va�cn <br />C t 0 �XX <br />o c Q <br />04 a0 U <br />0 <br />co O z O <br />M C/) <br />� <br />Q m <br />Lu m N <br />N c v <br />(A 0 0 U <br />ommmE <br />�oa�omc�� <br />Urn..>,-6 cmo�(� <br />�omo��,mro— o <br />�-oow .26 o yw o o uNi ai <br />2:E 4) c E.2 <br />mco�(-mr "(am�Lm <br />c <br />o.oran°c>.m:2•m <br />3=og¢oa2Ncs =a=L°E <br />u)-8v�EwUNN0ui(1)0t'V <br />?w�-o� uJ <br />OC,flN <br />O°�' <br />�,aw <br />�:�hcm N3wEcho�UY <br />♦♦o Q M LF/ <br />.� <br />No 68170 Is <br />r <br />� r <br />` yt <br />¢ -= <br />4 <br />STATE OF <br />- O R 1 O *' �N��♦• <br />A' V <br />SHEET: <br />G <br />5 <br />FUELING - USA <br />
The URL can be used to link to this page
Your browser does not support the video tag.