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<br /> SHORE TANK EXCAVATION PER OSHA REQUIREMENTS AND TANK MANUFACTURE
<br /> CIVIL Q Z Q }
<br /> IAWINGS FOR ANY ADD IONS.REFER M PROJECT SOILS REPORT AND CIVIL 5
<br /> DRAWINGS FOR ANY ADDRIONA1 RECOMMENDATIONS.ALL SHORING IF REQUIRED
<br /> TO BE ENGINEERED AND PERMITTED UNDER SEPARATE PERMIT BY CONTRACTOR. 1 QF
<br /> REFER TD ARTICLE 132008 OF PROJECT MANUAL
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<br /> R 1N'WIDE%2°TALL 0 Z V
<br /> SEE CML SHE FOR CONCRETE CROWN REINFORCED CONCRETE SLAB a M Z r
<br /> ADJOINING CONDITIONS MIN.(1YP.) SEE STRUCTURAL DRAWING
<br /> FOR SPECIFI TIONS
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<br /> ILL! 8
<br /> INSTALL FILTER FABRIC J
<br /> - m* BACKFILL AT TANK HOLE rYP)
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<br /> EXTEND CONTINUOUS FILTER
<br /> COMPACTED FABRIC TO SLAB m m d W
<br /> ALL GASOLINE
<br /> SOIL TANK TDIS TO m
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<br /> BE SET LEVEL
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<br /> re i 5.-O-FOURTH LIFT OF
<br /> ED
<br /> FILL 70 101 BACKFILL,
<br /> _ 40,000 GALLON DOUBLE WALL FILL TO TOP OF TANK
<br /> FIBERGLASS TANK
<br /> UL 1316 LISTED AND
<br /> ouuxs METHANOL COMPATIBLE.
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<br /> 10'-6"O.D.
<br /> _THIRO LIFT OF CONSOLIDATED BACKFILL,
<br /> TAMP BACKFILL BENEATH TANK
<br /> 7'' 92FIN
<br /> s�YLw�reOIxE F SECOND LIFT OF CONSOLIDATED
<br /> �) C0 T� 1'-0"—BACKFILL.TAMP BACKFILL BENEATH TANK
<br /> v (m) 1_0-_FIRST LIR OF CONSOLIDATED BACKFILL,
<br /> TAMP BACKFILL BENEATH TANK
<br /> ao,000 cwcx
<br /> uwxwr 1'-0"—BED DF CONSOLIDATED BACKFILL,TAMP
<br /> 111.IN 1111D Jk BACKFILL BENEATH TANK W
<br /> 6s CONC,DEADMEN J N
<br /> 18"X8"(TYP.OF 2) T3- INSTALL FILTER FABRIC AT -UNDISTURBED I11
<br /> A BOTTOM OF TANK HOLE(IYP.) SOIL J 2¢a
<br /> NOTE: O
<br /> IF GROUNDWATER IS ENCOUNTERED DURING
<br /> NOTE FOLLOW UST MANUFACTURER'S COMPLETE CURRENT EXCAVATION FOR TANK INSTALLATION DR IF O 3
<br /> INSTALLATION INSTRUCTIONS.OSHA TYPE"C"SIMPLE SLOPE ROLE LAID EXISTS FOR SURFACE RUN-OFF g=
<br /> INTO TANK PIT,CONTRACTOR SHALL STRAP � Q
<br /> a------ ------------------ ------------------ -. SHOWN IN TRIS VIEW TO TOP r TANKS
<br /> IMMEDIATELY
<br /> AFTER INK 7
<br /> r Tank Burial(Shored Hole Method) TO TOP OF TANKS IMMEDIATELY AFTER TANK Q
<br /> PLACEMENT,THEN CONTRACTOR SHALL OWI
<br /> C (TANK Y FILL TANKS WITH WATER.THE ABOVE,
<br /> (TANK BSHALL E PLACEMENT BY FILLING WITH _
<br /> T8- SCALE:}/g'=1'-O" WATER)SHALL BE DONE IN ONE CONTINUOUS
<br /> FILTER FABRIC(US FABRICS US200 OR DUPONT SF 40)IS REpUIRED AT BOTTOM AND OCOVERA IS I S SHALL FI PUMPED DRY
<br /> PROCESS.TAN
<br /> INA`BACK FILL AND CONCRETE
<br /> LICE.♦K FOR WET-HOLE
<br /> SIDES OF TANK HOLE EXCAVATIONS,FOR ALL INSTALLATIONS.FABRIC MAY BE PINNED INSTALLATION,THE TANK BACKFILL BEDDING
<br /> ® ® ® NOTE:IDE OF HOLE WITH WIRE,ETC.SEAMS MUST BE ZAPPED 1'MINIMUM, MANUFACTURER NSEALIATIION INSi UDUONS EE k
<br /> DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND LOWERED INTO EXCAVATION. FOR ADDITIONAL CLARIFICATION. IL
<br /> NOT
<br /> BACKFILL MEDIA SHALL CONSIST OF CLEAN NATURALLY-ROUNDED AGGREGATE WITH PARTICLE SIZES
<br /> NO LARGER THAN 3/4"WITH NO MORE THAN 59,PASSING A{)5 SIEVE OR WASHED CRUSHED
<br /> ® STONE OR GRAVEL,WITH ANGULAR PARTICLE SIZES NO LARGER THAN 1h°WITH NO MORE THAN 5%
<br /> TANrc(s): PASSING A �8 SIEVE REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR
<br /> �A�New Tank Field Layout Plan Tc(ul-,a,$)as cu:m Fw ox me srz saTClrlc orerwwc w as oEsicwrzo ox me suvrlcue:rt ADDITIDEAL INFORMATION.SIEVE ANALYSIS OF BAGKHLL IS RECUIRED.SUBMIT TO ARCHITECT&
<br /> Ic oimsiEl�uTµiox ucvre�on� PRONDE TO FACILITY INSTALLATION OVERSIGHT AGENT AT TANK SET.
<br /> T3- sx�reT.x.�oreaxcT wRx mT uTE�Txx�,oT mT I:�T.x,..I 1E,�I....U.—TE AND w,NIL-1 re s II....
<br /> NOTE:ACTUAL BENCH AND SLOPE CONDITIONS TO BE EVALUATED BY CONTRACTOR'S COMPETENT PERSON IN ACCORDANCE WITH ALL
<br /> TANK APPLICABLE SAFETY ORDINANCES AND CODES. WHERE BENCH Is NOT CONSTRUCTED AS SHOWN DUE TO UNSTABLE SOIL CONDITIONS DR
<br /> SAFETY CONSIDERATIONS,SIDEWALL CLEARANCE TO THE TANKS MUST BE INCREASED FROM 2'-0°TO 5'-0"PER MANUFACTURER'S
<br /> #5 ONLY TURBINE END A
<br /> _ INSTALLATION INSTRUCTIONS, TANK 5 ONLY
<br /> C REINFORCED CONCRETE SLAB
<br /> 2"HIGH CROWN TVP.AROUND SEE CIVIL DRAWINGS 4"DIA.FRP Cl SOH,35
<br /> TA- ALL OPENINGS(SEE NOTE p2) BE O
<br /> .i.,::::A..,.�-u..,, ..1. .... .''.h:l.i'e5,.,:'.c...•:'::w 2::'.:s°Y .:.n.... ...e.r:v'r. +.
<br /> :...; ...•:.:,:..;w,,.y:....:i:;,.V. _. .. ^•r::£:r.,.;:'.;u...:O4PVCrRIsx 31g
<br /> " FILL END Tg-
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<br /> s>auuee
<br /> t,,"�,.•.T.. •: ~ Y,
<br /> RINE HYDROSTATIC RESERVOIR MONITORING SYSTEM° RINE,HYDROSTATIC RESERVOIR,
<br /> TD TLS-350R
<br /> 54"CONTAINMENT 5'-0"MIN.TO J HYDROSTATIC I I I 54 FLUID,NMEM COLIAR W/A
<br /> COLLAR W/A 25" ✓J'-0"MAX.TOTAL BURY SENSOR 36 25"FLUID,M4NWAY w/2(4")NPT t
<br /> FLGD.MANWAY w/5I BRINE HYDROSTATIC FTGS.AND 2(2")NPT FTGS.
<br /> (4")NPT ELSE, RESERVOIRNO
<br /> 11. THE TANK FILL END SHALL BE a 4 Y
<br /> INSTALLED ONE INCH LOWER N
<br /> IN-TANK GAUGE PROBE W/90% ELEVATION THAN THE TANK TURBINE
<br /> 51 4g 4] OVERFILL ALARM CALIBRATION.INSTALL END.
<br /> _ PER MFR'S REp;NT'5.11 I DROP TUBE W/OVERFILL
<br /> 15 PREVENTION VALVE SET
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<br /> 3B FE-PETRO II ®95%CAPACITY. 2. CONTRACTOR SHALL VERIFY EXACT
<br /> 24"rc1/4"THICK STRIKER SUBMERSIBLE PUMP 40,000 GALLON DOUBLE WALL TERMIN4TE DROP TUBE STRAP SPACING WITH TANK ppp333
<br /> PLATE UNDER ALL 1 1 II II 1 1 II II CONTAINMENT SOLUTIONSANUFACTURER PRIOR TO HOLD DOWN
<br /> OPENINGS BY TANK FE-PETRO INTAKE MIN.4",MAXMA%.fi"ABOVE
<br /> 40 UNDERGROUND FIBERGLASS STRIKER PLATE CONSTRUCTION.
<br /> MANUFACTURER(7,P.) FILTER SCREEN STORAGE TANK 4°TO 6 MAX,- - o
<br /> } II (SEE CRITICAL DIM NOTE) 45 64 PROTECTOR TANK BOTTOM
<br /> ') 3 REOUFREMENTS PILL TO ER CLEAN
<br /> 15`24.095.
<br /> C �yyy
<br /> J 5 10 '1 13 14 15 16 L tJ 18 19 20 21 22 23 L 24 25 26 21 26 29 30 L 31 32 33 ] 38 39 " 4. GEDMEMBRANE TO BE INSTALLED PER
<br /> / 8 10 9 L _. .., C
<br /> MANUFACTURERS RECOMMENDATIONS
<br /> AND BY CERTI FIEO INSTALLER.
<br /> 10" 10" 10" O
<br /> NP.
<br /> I/4" 6'-10 1/2" J'-2" 6'-10 1/2" ]'-2" 48 1/2" ]'-2" 6'-1D 1/2" 5'-9 1/2" 8'-3" 5'-6 1/4" 9g
<br /> ►4 INDICATES STRAP PLACEMENT ®INDICATES HOLO DOWN STRAP CLIP 1 INDICATES LIFTING LUG LOCATION INDICATES LIFTING LUG LOCATION
<br /> NOTE:
<br /> THE TANK FILL END SHALL BE INSTALLED DROP TUBE CRITICAL DIMENSION: N0lEC0N1TL1CT0R WALL VEPo%IXACT
<br /> ONE INCH LOWER IN ELEVATION THAN THE 4"TO 6"MA%.(FROM TOP OF CUT TO TANK BOTTOM)THIS DIMENSION IS CRITICAL AND gigAR 6PACINO WITH TAW.MANLFACT
<br /> TANK TURBINE END, MUST BE ADHERED TO.CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR pRpp TO HOLD DOWN C0N81PUCTpN
<br /> WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES.
<br /> Gasoline 40,000 Gallon Tank Section
<br /> T3- SCALE:3/8"=,'-0°
<br />
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