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AGCOC.COM <br /> U <br /> Z `. <br /> H <br /> a <br /> w <br /> U <br /> Z <br /> 8 , 000 GALLON — DIESEL 12 , 000 GALLON — PREMIUM UNLEADED ° <br /> U <br /> Z <br /> C� <br /> Cl) <br /> O <br /> N <br /> w <br /> 48" DIA. TURBINE N17 <br /> U) m Cci <br /> SUMP 48" DIA. TURBINE () _ N <br /> SUMP \ s Q <br /> C � <br /> II I 11 - N Z <br /> M 0 <br /> N <br /> 42" DIA FILL SUMP 42" DIA FILL SUMP <br /> (N <br /> Z <br /> O <br /> 34'-3" OVERALL LENGTH v� <br /> w <br /> 12K/8K PREMIUM UNL./DIESEL UNDERGROUND TANK PLAN VIEW <br /> SCALE: N.T.S. <br /> w <br /> J_ <br /> m <br /> Q <br /> W N <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 N <br /> DETAILS C and D DETAILS A and B DETAILS E and F DETAILS A and B o Z <br /> a <br /> 3 2 8" THICK CONCRETE Z Q <br /> 13 12 SLAB (TYP.) <br /> SEE SHEET M.5.3.12 FOR 13 12 13 13 <br /> LABELING OF PIPING <br /> ASPHALT AND STONE <br /> (TYP.) 11 10 (TYP.) 4 3 1 FRP BONDED PROJECT SPEC FICCATIONSR <br /> 1 ENTRY FITTING <br /> (TYP.) 1 (TYP.) 00>_\ <br /> .° <br /> a LA <br /> ° d °° ° o < ° ' ° 4. <br /> ° a a < ° o <br /> ° d A. <br /> d° < A, ° ' a < ° ° ° ° ° d a a d° d V °a a °a d ° <br /> d < ° a ° v as ° ° .a a a <br /> 3'w:•PEA GRAVEL MIN. TO ° <br /> 'R 'JENT LOAD TRANSFER ® NOTES: UST INSTALLATION <br /> = O TO TOP OF TANK <br /> 000 <br /> o >- Z <br /> O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br /> HOME RUN TO FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT <br /> m 1" FRP BONDED O O CONCRETE. <br /> i BUILDING <br /> ENTRY FITTING 1" FRP BONDED ! REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM LLJ <br /> z_ (TYP.) ENTRY FITTING O SURFACE. <br /> � (TYP.) i <br /> TO TURBINE O REINFORCE CONCRETE <br /> REBAR 6'B FROM SIDES AROUND MANHOLE <br /> BOX. <br /> (4) #4 REBAR 60" IN <br /> O SUMP <br /> SLOPE SIDES OF TANK HOLE OR <br /> % USE SHORING FOR ALL TANK SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL—OFF ATCD <br /> ZI If <br /> EXCAVATIONS IN ACCORDANCE WITH O 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 MONITORING DEVICES, LOOP CONTAINMENT SUMP w <br /> OSENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL W <br /> DROP TUBE SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL—OFFS IN <br /> WITH OVERFILL BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO CD <br /> INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN <br /> FLAPPER VALVE DROP TUBE ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS <br /> ANNULAR SPACE AT 95% WITH OVERFILL //. MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. Q <br /> /\\ CAPACITY FLAPPER VALVE <br /> SENSAT 95% / �n <br /> 3300204�2 /\/. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN C� <br /> TANK LEVEL GAUGE W/ CAPACITY TANK LEVEL GAUGE W/ & MAX OF /" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL W V <br /> 2" FLOAT KIT. OVERFILL 2" FLOAT KIT. OVERFILL j\\j� O SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD z U <br /> N \//\//\/ ALARM AT 90% CAPACITY 12"x24"x11GA STEEL ALARM AT 90% CAPACITY /\//\� REPRESENTATIVE. <br /> 15 STRIKER PLATES TYP. 15 //\//\ CO <br /> CO <br /> UNDER ALL OPENINGS BACKFILL WITH PEAGRAVEL //\\//\\// O8 NOT USED. z U/ <br /> 12"x24"x11 GA ST EL STRIKER W/ MANWAYS ON PER TANK MANUFACTURER 7 \\/\\/\\� � Q <br /> PLATES TYP. UND R ALL OPENINGS FIBERGLASS TANK (BY SPECIFICATIONS. (TYP.) //\//\//\//,� O9 NOT USED. <br /> MANWAYS ON FIBERGLASS TANK TANK MANE <br /> (BY TANK MANE) ) \�/%/%/% TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST Cl— <br /> Y./ z <br /> (B <br /> 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER — <br /> \/\\/\\/\\/\\/\ TRAPPER SCREEN \\/\\/\\/\ TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. CD Ln <br /> Q <br /> (TYP.) N <br /> TRAPPER SCREEN \\//\ \//\ \ 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS p� z <br /> z (TYP.) z \j� \\/ O WHERE MEETING CONCRETE. 0 <br /> \\\\\\\\\\\\\\\ `" N REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF <br /> \\//\ \ \ \ p ap 'p /\ /\ 12 PRODUCT LINES (1 OR 2 PER UST SUMP). <br /> p '« ' %\ consultant job# <br /> \\ TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR <br /> /�/\/\/\/\/ q :'. ;;,� e �. `•&'•« '« /�// �// /�' 13 SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK master release date <br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. <br /> .« <br /> l: <br /> / 1• • 1. 14 <br /> \ \ \ \ 1 .. . ,. o- ... .. •.. o• o- o-. w o- o. .. •. :,e, :.•, ••••ei 're,• ••�•.'•o- ':�••a o-••y.. 'e. e'..Q„ ei49, \ \ \ \ <br /> O <br /> \ \ \ \ '•9'• \ \ \ \� •:�..,. •..,, a ,. .^• . .. .� • ,. .« :,. . :.• � •:« :..-:.,. ;• ..,. ..,,..,. °'�•�•. ; e.:a• <br /> % ro'ect master <br /> / / / / :., .., :e •e :«.:. •« «.: :.« DEAD MEN WITH STRAPS <br /> ex date drawn b <br /> Y <br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ •\• \ \ \.p\ \•p\p \p \ •\« \ •.\ a\ \•«\ \p\ \•p\ \ \ \• \:\• \w,\.•\ «\ \ •\p.\ \•p\ \.o-\ \o-:•\ p a•\ \«\ \ \ \ \ \ \ <br /> UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE OF AN OVERFILL ALARM <br /> ,��\��\//\/�\\��\//\//\//\\��\// /�\\��\\�/\// \/\\/\//\//\\���\��\\//\//\//\\���\�/\\��\//\//\��\\/\/•\//\//\\/\\/\\/\/.\//,\/\/\// /\/\\/\\/\//.\/\//\//\// // /\//\\/\\/\\/\\/\\//•\/\\��\\��\\/\�/\\�/\\�/\\�/\//.\//\//.�//• /�/�\�/.\//, //�//,\//\// //, //. TIED INTO THE VEEDER 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 Facility/Project <br /> 12" MIN. 34'-3" OVERALL DIMENSION 12" MIN. <@> THE 95 PERCENT LEVEL AND IS IN ACCORDANCE WITH FEDERAL AND STATE <br /> .00 1010 GUIDELINES FOR UST OVERFILL REQUIREMENTS. <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 />