Laserfiche WebLink
DISPENSER ELEVATION <br />O <br />NOTES: <br />REVISIONS <br />1. <br />CONTRACTOR TO FURNISH PAINT &PAINT ISLAND FORMS SAFETY YELLOW. <br />N <br />I <br />NN <br />CO <br />JU' <br />N <br />0 <br />m <br />c <br />2. eFueling STARTUP TECHNICIAN TO PROGRAM "TIME OUT" FEATURE ON EACH <br />MASTER DISPENSER TO 120 SECONDS. <br />�n <br />rn <br />moo, <br />513 <br />3. <br />eFueling STARTUP TECHNICIAN TO PROGRAM MASTER DISPENSER TO PROMPT <br />< <br />N <br />t0 <br />333 <br />FOR A RECIPT (YES OR NO) AS PART OF ACTIVATION SEQUENCE. <br />4. <br />AFTER DISPENSER CALIBRATION, REPLACE FACTORY FILTER WITH A 30 MICRON <br />DIESEL FUEL FILTER. <br />5. <br />18" LONG 2" DIAMETER FRP SLEEVE TO BE MOUNTED TO THE SUMP FRAME & <br />263 <br />SECURED 2" OFF BOTTOM; SENSOR TO BE PLACED INSIDE OF FRP SLEEVE & REST <br />ON THE BOTTOM OF THE DISPENSER SUMP. <br />2s2 <br />6. <br />CONTRACTOR TO CHANGE ALL DISPENSER FILTERS AFTER CALIBRATION IS <br />CANOPY COLUMN <br />COMPLETE. PLEASE INDICATE ON FILTER, WITH INDELIBLE MARKER, THE DATE <br />THAT THE FILTER WAS CHANGED. <br />z0� <br />L <br />a <br />7. <br />TEST PORTS TO HAVE PLUGS INSTALLED SO THEY ARE CLOSED AT THE <br />z <br />GILBARCO UL <br />DISPENSER END & OPEN AT THE STP SUMP LOCATION WITH THE EXCEPTION OF <br />m <br />a <br />" <br />9 <br />#MH 1941 <br />THE MASTER DISPENSER SUMP WHERE THE PRODUCT INLET LINE PORT SHALL BE <br />8 <br />m <br />JUMPERED TO THE SATELLITE OUTLET LINE PORT. <br />w <br />w <br />a <br />> <br />> <br />r <br />m <br />8. <br />BOOT PENETRATION FITTING HAS TWO TEST PORTS; INSTALL FITTING SO THAT <br />® ® <br />THE PORTS ARE LINED UP IN THE 6 -0 -CLOCK & 9 -0 -CLOCK POSITIONS; TEST <br />a <br />N <br />Q <br />a <br />v <br />NOTE: <br />PORTS TO BE PLUGGED ON BOTH 6 -0 -CLOCK & 9 -0 -CLOCK POSITIONS. <br />MODEL#NAO-2S-MONO <br />DISPENSERS #5/6 & #7/8 ON SHEET A-1 <br />9. <br />INLET LOCATION IN SECTION VIEW IS SHOWN ON -CENTER; CONTRACTOR TO FIELD <br />0 <br />fff���fffppp���111 <br />320 321 <br />10. <br />ROUTE TO CONNECTIONS IN DISPENSER. <br />PLACE 1/4" BALL VALVE AT PIPING END TO THIS SUMP. SEE MAP ON E-5 FOR <br />p <br />260 <br />y�4 - <br />LOCATIONS. BALL VALVE TO BE USED TO TEST CONTINUITY OF INTERSTITIAL <br />SPACE OF PIPING. <br />261 <br />I <br />264 <br />4 <br />I <br />c <br />841 <br />281 <br />816 <br />301 1 <br />z <br />.., <br />wj_ <br />Pe <br />.. <br />Wpomo <br />Nw6 d <br />w <br />596 <br />RESERVOIR (PROPYLENE <br />GLYCOL AS INTERSTITIAL <br />O <br />Q s <br />O9 <br />�w <br />FLUID) <br />o$oaw <br />Z W <br />�y <br />ROZ <br />U <br />Z <br />N� <br />w <br />aso <br />2z <br />0 cc <br />5oe sos 70o s <br />W <br />W <br />Z_ <br />Q <br />PLAN VIEW OF DISPENSER FRAME <br />PLAN <br />VIEW DISPENSER <br />SUMP <br />SECTION THROUGH DISPENSER <br />0 <br />®Z <br />w <br />SIDE 1 OF <br />DISPENSER <br />5£ <br />~ <br />i= <br />281 <br />J <br />RESERVOIR (PROPYLENE <br />J O r <br />`aff <br />SIDE2 <br />RESERVOIR(PROPYLENE <br />5,16 GLYCOL AS INTERSTITIAL <br />LL U z m <br />ed <br />508 509 700 5 <br />5,16 GLYCOL AS INTERSTITIAL <br />351 <br />FLUID) <br />JQwQ <br />w LL zwz p <br />♦) <br />v, <br />n <br />�a <br />p <br />SIDE n p n <br />U <br />LINE OF DISPENSER <br />FLUID) <br />301 1 <br />W Q j <br />h <br />SUMP <br />1 <br />1L <br />O <br />O <br />UJI <br />PRODUCT INLET <br />ASPHALTIC <br />H <br />w <br />w'! <br />I'-hyo <br />i' VEEDER-ROOT <br />- -- a e b EXPANSION <br /><. JOINT <br />w <br />S <br />CONDUIT FROM DATA <br />U <br />C <br />PULL BOX <br />Q <br />e° -o <br />N8o <br />WSW <br />$ <br />7) <br />1" POWER/ DATA <br />ip <br />/^ <br />CONDUIT FROM POWER,, <br />PULL BOX <br />®"p <br />v/� <br />Z.6 <br />O <br />CONCRETE7 <br />SLAB <br />401 705 <br />C <br />w <br />0'av'^�m <br />W <br />FROM <br />1" CONDUIT FOR POWER <br />(4) %-.1?/�s' SLOTS <br />UST <br />Cv <br />€d <br />PROVIDED FOR ANCHOR <br />407 <br />,`$ <br />V CONDUIT FOR ETHERNET <br />OR IFSF &/OR INTERCOM <br />BOLTS <br />1-Y," NPT PRODUCT INLET <br />89p <br />401 <br />SIDE 1 <br />705 <br />\ <br />� <br />�/ <br />700 700 7 <br />QQ=a <br />pmt <br />..A" <br />SIDE <br />�//�� <br />350 <br />dno <br />no <br />PRODUCT PI. NG <br />FROM UST <br />0 7 <br />5b8 509 700 5 <br />1S1.C AL: <br />COMPACTED OR <br />PEA GRAVEL <br />UNDISTURBED SOIL (TYPICAL) <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO. <br />CA -1098 <br />DRAWING NO. <br />P-3 <br />