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DISPENSER ELEVATION <br />NOTE: <br />MODEL #ES500-NPB-MONO <br />DISPENSERS #1 & #3 ON SHEET A-1 <br />NOTE: <br />DISPENSER ELEVATION WITH OFF SHOWN <br />FOR CLARITY: <br />DISPENSERS #1 &#2 HAVE DEF <br />DISPENSERS #3 & #4 DO NOT HAVE DEF <br />NOTE: <br />BOOT PENETRATION FITTING HAS TWO <br />TEST PORTS; INSTALL FITTING SO THAT <br />THE PORTS ARE LINED UP IN THE <br />6 -0 -CLOCK & 9A -CLOCK POSITIONS. <br />TEST PORTS TO BE PLUGGED ON BOTH <br />6 -0 -CLOCK & 9 -0 -CLOCK POSITIONS. <br />PLAN VIEW OF DISPENSER FRAME <br />SIDE 2 <br />PRODUCT INLET FROM <br />TANK, SIDE 1 <br />3/4" VEEDER-ROOT CONDUIT <br />LOOP TO SATELLITE <br />V VEDER-ROOT CONDUIT <br />FROM RACEWAY <br />1" POWER/CRIND CONDUIT <br />FROM RACEWAY <br />3/4" POWER CONDUIT LOOP —�- <br />TO SATELLITE <br />3/4" NPT MALE CONDUIT FORD <br />POWER JUNC BOX WHEN <br />PROVIDED <br />1' CONDUIT ENTRY FOR POWER <br />& 2 WIRE LOCATED THIS SIDE <br />53yq" <br />40-%s <br />3' -OV INSIDE <br />9Y" <br />O <br />4�Nie <br />1116' I ( <br />SIDE 1 <br />[Nesd ahaust Edd <br />FeW <br />C <br />C <br />OUTLET TO SATELLITE, SIDE 1 <br />CONDUIT ENTRY FOR ETHERNET <br />-OR IFSF WOR INTERCOM <br />(4)13/16"xi-7/16" SLOTS PROVIDED <br />FOR ANCHOR BOLTS <br />SATELLITE INLET FROM <br />ADJACENT MASTER, SIDE 2 <br />INSTALL U -BRACKET TO <br />HOLD PIPING IN PLACE <br />FACTORY INSTALLED <br />DEF HOSE <br />STAINLESS STEEL <br />PRODUCT PIPE & <br />FITTINGS <br />L <br />RESERVOIR (PROPYLENE <br />516 GLYCOL AS INTERSTITIAL <br />FLUID) <br />PRODUCT PIPING FROM <br />ADJACENT MASTER <br />PLAN VIEW DISPENSER SUMP <br />SIDE 2 <br />OUTLET TO SATELLITE, SIDE 1 <br />CONDUIT LOOP TO <br />ADJACENT DISPENSER <br />1"VEEDER-ROOT. <br />CONDUIT FROM DATA <br />N PULL BOX <br />V POWER/ DATA <br />CONDUIT FROM <br />POWER PULL BOX <br />LOOP TO ADJACENT <br />DISPENSER <br />PRODUCT INLET FROM <br />TANK <br />PRODUCT PIPING FROM TANK <br />PRODUCT PIPING FROM <br />ADJACENT MASTER <br />LINE OF <br />DISPENSER <br />SUMP <br />RESERVOIR(PROPYLE <br />GLYCOL AS INTERSTIT <br />FLUID) <br />SATELLITE INLET FROM ADJACENT <br />MASTER, SIDE 2 <br />PRODUCT PIPING TO ADJACENT <br />SATELLITE DISPENSER <br />CHIC 1 <br />SECTION THROUGH DISPENSER <br />SLAB <br />I <br />TO <br />ADJACENT <br />DISPENSER <br />O NOTES: <br />1. CONTRACTOR TO FURNISH PAINT & PAINT ISLAND FORMS SAFETY YELLOW. <br />2. eFueling STARTUP TECHNICIAN TO PROGRAM "TIME OUT" FEATURE ON EACH <br />MASTER DISPENSER TO 120 SECONDS. <br />3. eFueling STARTUP TECHNICIAN TO PROGRAM MASTER DISPENSER TO PROMPT <br />FOR A RECIPT (YES OR NO) AS PART OF ACTIVATION SEQUENCE. <br />4. AFTER DISPENSER CALIBRATION, REPLACE FACTORY FILTER WITH A 30 MICRON <br />DIESEL FUEL FILTER. <br />5. 18" LONG 2" DIAMETER FRP SLEEVE TO BE MOUNTED TO THE SUMP FRAME & <br />SECURED 2" OFF BOTTOM; SENSOR TO BE PLACED INSIDE OF FRP SLEEVE & REST <br />ON THE BOTTOM OF THE DISPENSER SUMP. <br />6. CONTRACTOR TO CHANGE ALL DISPENSER FILTERS AFTER CALIBRATION IS <br />COMPLETE. PLEASE INDICATE ON FILTER, WITH INDELIBLE MARKER, THE DATE <br />THAT THE FILTER WAS CHANGED. <br />7. TEST PORTS TO HAVE PLUGS INSTALLED SO THEY ARE CLOSED AT THE <br />DISPENSER END & OPEN AT THE STP SUMP LOCATION WITH THE EXCEPTION OF <br />THE MASTER DISPENSER SUMP WHERE THE PRODUCT INLET LINE PORT SHALL BE <br />JUMPERED TO THE SATELLITE OUTLET LINE PORT. <br />8. BOOT PENETRATION FITTING HAS TWO TEST PORTS; INSTALL FITTING SO THAT <br />THE PORTS ARE LINED UP IN THE 6 -0 -CLOCK & 9 -0 -CLOCK POSITIONS; TEST <br />PORTS TO BE PLUGGED ON BOTH 6 -0 -CLOCK & 9 -0 -CLOCK POSITIONS. <br />9. INLET LOCATION IN SECTION VIEW IS SHOWN ON -CENTER; CONTRACTOR TO FIELD <br />ROUTE TO CONNECTIONS IN DISPENSER. <br />10. PLACE BALL VALVE AT END OF SATELLITE FEED TO DISPENSER. SEE MAP ON E-5 <br />FOR LOCATIONS. BALL VALVE TO BE USED TO TEST CONTINUITY OF INTERSTITIAL <br />SPACE OF PIPING. <br />COMPACTED OR <br />UNDISTURBED SOIL (TYPICAL) <br />SIDE 1 OF <br />DISPENSER <br />RESERVOIR (PROPYLENE <br />GLYCOL AS INTERSTITIAL <br />FLUID) <br />FROM <br />UST <br />PEA GRAVEL <br />z <br />z <br />w �- <br />zo�,q <br />w O.T <br />NF d <br />a <br />0 1a <br /><2 <br />X <br />o$Oa� <br />Nd <br />z <br />0-- <br />0 <br />2z <br />® cc <br />w <br />�w <br />z <br />Q0 <br />®z <br />w <br />/;� <br />H <br />J } <br />OF<� <br />Q JK n <br />LL U z m <br />J Q w Q <br />W LL <br />NU <br />LZ) <br />W <br />w_ ~ <br />0 <br />SCALE: <br />1" = 1'-0' <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO <br />CA -1098 <br />of <br />ASPHALTIC <br />EXPANSION <br />JOINT <br />FROM <br />UST <br />PEA GRAVEL <br />z <br />z <br />w �- <br />zo�,q <br />w O.T <br />NF d <br />a <br />0 1a <br /><2 <br />X <br />o$Oa� <br />Nd <br />z <br />0-- <br />0 <br />2z <br />® cc <br />w <br />�w <br />z <br />Q0 <br />®z <br />w <br />/;� <br />H <br />J } <br />OF<� <br />Q JK n <br />LL U z m <br />J Q w Q <br />W LL <br />NU <br />LZ) <br />W <br />w_ ~ <br />0 <br />SCALE: <br />1" = 1'-0' <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO <br />CA -1098 <br />of <br />