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AGCOC.COM <br /> U <br /> z <br /> H <br /> a <br /> LU <br /> v <br /> z <br /> 8 , 000 GALLON - DIESEL 12 , 000 GALLON - PREMIUM UNLEADED ° <br /> U <br /> z <br /> C� <br /> C <br /> W L <br /> 48" DIA. TURBINE17 <br /> Ln <br /> SUMP // \ 48" DIA. TURBINE V @ Q N <br /> SUMP <br /> a <br /> N <br /> co ._ N L <br /> N <br /> w <br /> 42" DIA FILL SUMP 42" DIA FILL SUMP <br /> z <br /> 0 <br /> 34'-3" OVERALL LENGTH cn <br /> w <br /> o- <br /> 12K/8K PREMIUM UNL./DIESEL UNDERGROUND TANK PLAN VIEW <br /> U <br /> 0_ <br /> SCALE: N.T.S. <br /> w <br /> o_ <br /> N <br /> z <br /> 0 <br /> Ln <br /> w <br /> N <br /> W 0 <br /> SEE SHEET M.5.3.12 SEE SHEET M.5.3.18 SEE SHEET M.5.3.12 SEE SHEET M.5.3.16 a <br /> DETAILS C and D DETAILS A and B DETAILS E and F DETAILS A and B o Ki <br /> 0 <br /> 3 2 8" THICK CONCRETE 0 <br /> 13 12 SLAB (TYP.) <br /> SEE SHEET M.5.3.12 FOR 13 12 13 13 <br /> LABELING OF PIPING <br /> ASPHALT STONE <br /> (TYP.) 11 10 (TYP.) 4 3 1" FRP BONDED PROJECT SPDEC FICCATIONSR <br /> JA <br /> ENTRY FITTING <br /> (TYP.) 1 (TYP.) <br /> e d ° e de d e ° ° ° ° eed ° dee e ° aede a e d ° da o e <br /> a e <br /> 'T.&-'-PEA GRAVEL MIN. TO e <br /> :Pf£VENT LOAD TRANSFER ® NOTES: UST INSTALLATION <br /> � O TO TOP OF TANK <br /> � m <br /> w <br /> o O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br /> I � 7 <br /> In D O HOME RUN TO O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT <br /> 1" FRP BONDED 5 — 2 <br /> � ENTRY FITTING � BUILDING CONCRETE. <br /> (TYP.) 1 FRP BONDED O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM <br /> z_ ENTRY FITTING 3 SURFACE. <br /> (TYP.) <br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN <br /> OTO TURBINE 4O <br /> SUMP LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. <br /> SLOPE SIDES OF TANK HOLE OR <br /> USE SHORING FOR ALL TANK SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL—OFF AT <br /> EXCAVATIONS IN ACCORDANCE WITH O5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL — <br /> �� \ / T \ / OSHA 1926 SUARCOART P, OSHA CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED <br /> STANDARDS — EXCAVATIONS; FINAL CONDUIT ONLY. <br /> RULE OCTOBER 1, 1989 ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. J <br /> FOR STANDARD 6 SENSORS, PLLD, <br /> OIDEVICES,NG OOCONTAINMENT <br /> D, VAC SENSORS & TANKGAUGENINTOTANK INTERSTITIAL <br /> w <br /> OSENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL—OFFS IN w <br /> DROP TUBE BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO <br /> WITH OVERFILL INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN <br /> FLAPPER VALVE DROP TUBEONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS <br /> ANNULAR SPACE AT 95% WITH OVERFILL //. MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. a <br /> \% SENSOR CAPACITY FLAPPER VALVE j� J <br /> 330020472 AT 95% /\// USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN <br /> TANK LEVEL GAUGE W/ CAPACITY TANK LEVEL GAUGE W/ //\\j/\ O & MAX OF /" IN SIZE FREE OF CLAY SLAG CINDERS OR DEBRIS. ALL W V <br /> 2" FLOAT KIT. OVERFILL 2" FLOAT KIT. OVERFILL \\� SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD Z Q <br /> ALARM AT 90% CAPACITY 12"x24"x11 GA STEEL ALARM AT 90% CAPACITY /�//�/ REPRESENTATIVE. <br /> STRIKER PLATES TYP. 15 //\//\ L <br /> UNDER ALL OPENINGSBACKFILL WITH PEAGRAVEL //\\//\\// O8 NOT USED. z cf) <br /> 12"x24"x11GA ST EL STRIKER W/ MANWAYS ON PER TANK MANUFACTURER <br /> Cl— CD <br /> PLATES TYP. UND R ALL OPENINGS FIBERGLASS TANK (BY SPECIFICATIONS. (TYP.) //\//\//\//,� 9O NOT USED. <br /> W/ MANWAYS ON FIBERGLASS TANK TANK MANF.) / / / <br /> (BY TANK MANF.) \ O TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST z <br /> COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER — <br /> X/ \%\%\%\ / TANK HOLD DOWN AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. <br /> TRAPPER SCREEN \ \ \ Q r1 <br /> \/ Ln <br /> L.L <br /> \\/\ (NP') TRAPPER SCREEN \\ \ /\ CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS z <br /> "' N z N \\//\ \ �` WHERE MEETING CONCRETE. 00 O <br /> IllyREFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF <br /> \\//\\//\\//\\//\\// a o-« ?•o- /\\//\ /\ O PRODUCT LINES (1 OR 2 PER UST SUMP). <br /> consultant job# <br /> \//\//\//\//\// L— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a pa •:•« :' ap /\\// /\\ /\ TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR <br /> /�/\/\/\/\/ ;: ;;� �, .a, a i�:•a. °« %/% �/% %' 13 SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK master release date <br /> :� «. \ \ \ O o-S•.• <br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. <br /> 14 <br /> :.- 14 <br /> \ \ \ \ \ \ \ <br /> ro•ect master <br /> / DEAD MEN WITH STRAPS <br /> P J <br /> 14 <br /> exe date drawn b <br /> Y <br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \•o-\ \ •\ \ \a\ \o-\ •\•p\ \ \ \ \•p\o- \p \ •\w \ ••\.p\ \•w\• \o-\ ,\ •p\ \ \ \• \:\• \p.\••.\ «\ \ :\ \ ,\:•«\•\:•«\ \o-••\ pw,\ \w\ \ \ \ \ \ \ <br /> UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE OF AN OVERFILL ALARM <br /> ��\��\//\/\\\/�\\//\//\//\\��\\// /�\\��\\�/\// \/\\/\//\//\\���\��\\/\//\//\\���\/\/\\//\//\\//\\//\/\//\//\\//\\//\\/\/\//,\/\/\//. //\/\\/\\\//\//.\/\//\//\//. // //\//\\/\//\/\\��\\//•\/\/\\��\\/\�/\\�/\\�/\\�/\//,�//\//•�//.• �/.�//, //�//�//\// //, // TIED INTO THE VEED ER ROOT. USING DROP TUBES WITH FLAPPERS. THEY WILL <br /> END OF TANK BE INSTALLED AT ALL 3 TANKS TO SHUT WHEN THE TANK(S) ARE FILLED TO <br /> 12" MIN. 34'-3" OVERALL DIMENSION 12" MIN. 15 THE 95 PERCENT LEVEL AND IS IN ACCORDANCE WITH FEDERAL AND STATE Facility/Project <br /> 10 <@> GUIDELINES FOR UST OVERFILL REQUIREMENTS. <br /> 7r 7r <br /> A:12K/8K PREMIUM UNL./DIESEL UNDERGROUND TANK SECTION DETAIL (ONLY REFERENCE) sheet name <br /> SCALE: N.T.S. M .5.3 .04 <br />