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A. PLAN <br />VIEW <br />OF TANK <br />INSTALLATION <br />C. TANK ANCHORING DETAILS <br />REVISIONS <br />J <br />IN <br />J <br />J <br />/\ <br />StorrnCaptor <br />JC <br />12' <br />in <br />co <br />m <br />m <br />c <br />a <br />r — — — <br />XERXES UL #1316 <br />0 <br />456 402 10 700 ,0 <br />700 705 10 <br />DEF PRODUCT LINE FILL LINE FROM <br />PRODUCT LINES TO <br />TO DISPENSERS. REMOTE FILL BOX <br />DISPENSERS <br />10'1 3' 10'-4" 3' 10'-4" <br />w> <br />w_ <br />52 <br />BIO -DIESEL <br />BLENDING <br />6 7 10 A. <br />SUMP; SUMP 8 <br />30' 00 GAL. 30,1000 GAL. 20,000 GAL. <br />a <br />a <br />ur <br />CONTENTS BY <br />DIESEL DIESEL 6-99 BIO-DIESEIJDEF <br />r <br />f <br />i <br />171 80 <br />6 <br />1 <br />OTHERS <br />N <br />FILL &TANK <br />TURBINE ENCLOSURE, <br />53 <br />C <br />O <br />~ <br />a <br />a <br />❑ <br />LEVEL GUAGE <br />w <br />MANIFOLD CONNECTION, <br />w <br />w <br />w <br />EVENT CO NECTION <br />2 3 4 5 �/ <br />}\/^� <br /><\\// <br />w <br />y <br />w <br />W <br />❑ <br />yti <br />1' ^ MIN. <br />T 2 T 2 <br />INSTALL TREVIRA#1125 8 9 10 <br />- <br />O <br />GEOTEXTILE FABRIC LINER IN TANK 1'-0" MIN. PEA GRAVEL INSTALLED <br />'vo <br />O <br />O O <br />HOLE WHERE REQUIRED OVER COMPACTED SOIL <br />O <br />TANK 1 -30,000 GALLONS DIESEL <br />O <br />pp <br />X <br />3 <br />2 3 <br />II <br />p�\�/ <br />UST ANCHORING NOTES: <br />1. WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMAN SAFETY. SLOPING AND SHORING SHALL BE PROVIDED <br />700 705 8 <br />TO COMPLY WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA STANDARDS -EXCAVATION OR WHERE <br />VENT LINES T( <br />OVERHEAD WORK IS PROGRESSING. <br />INTERSTITIALu <br />FILL & TANK <br />VENT RISER <br />2. TANK ANCHORING IS ALWAYS REQUIRED. <br />MONITOR <br />LEVEL GUAGE <br />I <br />3. INSTALL DEADMEN ANCHORS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. <br />4. TOTAL LENGTH OF DEADMEN IS MINIMUM 12" GREATER THAN OVERALL LENGTH OF TANK. <br />IIA <br />B <br />2 3 <br />-T-2 T-2 <br />5. EACH TANK REQUIRES DEADMEN ON EACH SIDE. <br />4' MIN. <br />6. INSTALL HOLD DOWN STRAPS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. <br />O <br />O <br />TANK 2-30,000 GALLONS DIESEL <br />7. LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK ELEVATION PER XERXES SPECIFICATIONS & INSTRUCTIONS. <br />8. FASTEN DROP -FORGED TURNBUCKLE TO ANCHOR ON DEADMEN. <br />2 3 <br />II <br />9. ATTACH ALL HOLD DOWN STRAPS TO DEADMEN USING TURNBUCKLES. UNIFORMLY TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUTW. <br />TANK DEFLECTION. <br />w <br />& E <br />❑ <br />Z'O'. <br />10. INSTALL TURNBUCKLES AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. <br />wKm <br />N F o <br />INTERSTITIAL <br />I <br />TURBINE ENCLOSURE, <br />Q F w $ <br />0 <br />MONITOR <br />MANIFOLD CONNECTION, <br />11. COAT ALL EXPOSED STRAPS, TURNBUCKLES AND REINFORCING BARS WITH PITCHMASTIC. <br />o <br />& VENT CONNECTION <br />o ^ o <br />12. INSTALL LISTS SO THAT TOP OF TANKS ARE AT SAME HEIGHT. <br />TANK 4 - 10,000 GALLONS DEF <br />® <br />Nd <br />2 3 <br />2 3 <br />NOTE: <br />Z <br />F <br />WHEN TANKS HAVE BEEN INSTALLED WITH BACKFILL TO TOP OF TANK, AND PRIOR TO THE INSTALLATION OF BACKFILL TO GRADE, THEY SHALL BE <br />COMPLETELY FILLED WITH WATER AS BALLAST. DO NOT FILL TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. ALL WORK, FROM THE FIRST PLACEMENT OF <br />TANK IN EXCAVATION UNTIL BALLASTING IS COMPLETE, SHALL BE DONE ON AN UNINTERRUPTED BASIS. COORDINATE ALL BALLASTING OPERATIONS WITH <br />z Z <br />O <br />r, O <br />20,000 eAuoNs O <br />O <br />O <br />OWNERS REPRESENTATIVE. <br />CC <br />B-99 810 -DIESEL <br />2 3NOTE: <br />w <br />5 171 800 <br />DEFLECTION MEASUREMENT BEFORE & AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE WITHIN <br />Z <br />MANUFACTURER'S TOLERANCES. ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. <br />a <br />NOTE: <br />® Z <br />CONTRACTOR SHALL PERFORM 1 HOUR AIR PRESSURE TEST ON THE TANK AT 5 PSI BEFORE THE TANK IS SET IN THE EXCAVATION AND INSTALLED. <br />W <br />(V <br />O UST INSTALLATION NOTES: <br />z' ss -7y," ir. 2'MIN. <br />TYPICAL B <br />59'-93/," <br />"�yy <br />1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br />l <br />7 <br />2. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. <br />SUBMERSIBLE PUMP <br />FILL BLANK <br />INTERSTITIAL FILL B TANK <br />SIPHON CONNECTION, <br />ENCLOSURE,CONNECTIONS <br />RISER <br />MONITOR LEVEL GUAGE <br />8 VENT CONNECTION <br />3. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF MANHOLE. <br />4. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 1/8" & MAX OF 3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. <br />3 <br />5£ <br />B. ELEVATION <br />OF TANK <br />INSTALLATION <br />ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S& OWNER'S FIELD REPRESENTATIVE. <br />J <br />€ <br />ss <br />B3 <br />5. TANK EXCAVATION OBSERVATION SUMP. INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. <br />U ¢ <br />C <br />T-3 <br />E F <br />T-2 T-8 <br />XERXES UL #1316 <br />A B C D <br />OR <br />K T-2 T-2 T-2 T-2 <br />CONCRETE <br />RETE <br />A ASPHALT AND STONE PER <br />8 <br />T-3 PROJECT SPECIFICATIONS <br />6. VENT RISERS, SEE DETAIL ON SHEET T-6. <br />LL U Z m <br />J Q w a <br />W LL m U <br />v' <br />J <br />ed <br />n <br />a <br />— <br />8 <br />SLOA9 2 3 1 <br />7. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE FOOTPRINT OF THE TANKS. <br />LL U U <br />8. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. <br />LU N <br />W; <br />U) F <br />W <br />9. SEE SITE SPECIFIC PLANS FOR ACTUAL TANK PLACEMENT AND ORIENTATION. <br />0 <br />Ze€ <br />i w <br />/-q-� <br />10. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS. <br />0 <br />5� <br />7 <br />11. PLACE (1) 12" LIFT OF PEA GRAVEL UNDER TANK; PUSH BACKFILL INTO PLACE BY USING A NONMETAL PROBE LONG. ENOUGH TO REACH BENEATH <br />Q <br />p� <br />o <br />TANK. AFTER SECOND 12" LIFT OF MATERIAL, BACKFILL TO TOP OF TANK. <br />J� <br />• <br />a <br />®-0 <br />J <br />e <br />s 50. <br />6 <br />12, CRANE TO BE USED TO OFFLOAD & SET TANK AS PER MANUFACTURER'S REQUIREMENTS. <br />7 <br />Q <br />s$ <br />a <br />13. SHORE ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1928 SUBPART P, OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989 <br />Ur <br />(q <br />€� <br />Y <br />Zrctl <br />F <br />�IN <br />� <br />LINE LEAK DETECTION NOTES: <br />2 <br />1. DIESEL LINE LENGTH MEASUREMENT IS 327 FEET, FOR USE IN PLLD PROGRAMMING. <br />a:p <br />2. PLLD TO BE INSTALLED ON TANK 1 DIESEL STP. <br />SCALE: <br />3. CHECK VALVE (FE PETRO PART # 400988932) TO BE INSTALLED ON TANK 2 DIESEL STP. <br />DRAWN BY: <br />GLZ <br />l' -O" MIN. <br />4 ALL DISPENSERS TO BE WIRED & CONFIGURED TO ACTIVATE BOTH DIESEL STPS FOR EACH FUELING TRANSACTION <br />\\\XK��C\\��\\\\\�\\�\\\ <br />1/45/2015 <br />LINE OF <br />DEADMEN <br />ANCHOR HERE (TYPICAL) <br />STRIKER PLATE INSTALLED BY XERXES <br />U�,1 <br />PROJECT NO. <br />NATIVE SOIL <br />INSTALL TREVIRA #1125 GEOTEXTILE FABRIC LINER IN TANK <br />WHERE REQUIRED; CONTRACTOR TO SUPPLY GEOTEXTILE <br />HOLE <br />FABRIC 4 11 V-0" MIN. PEA GRAVEL INSTALLED OVER COMPACTED <br />TANK SHALL BE INSTALLED LEVEL <br />CA -1098 <br />SOIL; DEADMEN TO BE SET ON PEA GRAVEL <br />STRIKER PLATE INSTALLED BY XERXES <br />DRAWING NO. <br />T-1 <br />