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(OPENINGS IN SLAB' TO HAVE 1 -1'/2", GROWN) <br /> 18" <br /> (TYP.) A 2'_O" <br /> (TYP.). - <br /> >' TK3 5 <br /> .. C I. <br /> ANNULAR SPACE MONITOR <br /> FILL & VAPOR ALL MANHOLE ACCESS COVERS <br /> RECOVERY (STAGE I) LV <br /> TO BELOW. GRADE SHALL BE - <br /> LIQUID TIGHT AND LOCKABLE �.� <br /> A.C. PAVING 4. " CONCRETE E U, '� IG O <br /> 18 t /2 25 25 1 2 W/ 6X6/#4/4TAWN�MSLAB iiiiO.... : 'C Qom, <br /> +i TK3-5 �TYP/ ALL) 72 jTY ALL (TYP. (TYP. 12 A.C. PAVING\ U Q •��• <br /> 18 1s. _ <br /> A* <br /> SLAB .L .e • • .:. .�. • . e / 1 �. v <br /> n '. . e • e 3" MIN.. ,}• • • .� ,0) �/1 <br /> TEMP, ALIGNMENT SPACER --, W <br /> ATTACHED IN FIELD IN - (0 ' <br /> CONTROL - 44 <br /> FIELD TO MANHOLE SKIRT <br /> EXPANSION . (TYP, OF 4) TO BE REMOVED 2 3 TOP. & BOTTOM Q O r <br /> JOINTS TO BE EXISTING RISERS TO REMAIN. AFTER INSTALLATION AROUND ALL PENETRATIONS (TYR) O <br /> "TOOLED"RADIUSHcl <br /> //VV �" . <br /> �STAGEAI)R RECOVERY <br /> C <br /> O <br /> 6" x 6'-4/4 WWM . . <br /> (OR #3 0 16" O.C) U ` L <br /> NOTE: . ,= <br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE <br /> TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE ARCO FIELD ENGINEER WILL BE REQUIRED Cd <br /> TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE `7 r , <br /> PAID. CONTRACTOR WILL BE REQUIRED 10 REINSTALL ENTIRE DRIVE SLAB.ATOWN EXPENSE If v I <br /> THIS DESIGN REQUIREMENT. IS ,NOT MET, <br /> �+ <br /> - � 1'-0" CHAMFER - . . 0 , <br /> A (TYP.) - ��.•tt <br /> INSPECTION WELL TK3-5 BETWEEN FILLS - - - - ^W <br /> y A Typical Slab at Tanks <br /> �{3 REBAR CAGE TOP & _ LJ. <br /> NOTE: SEE TK1-1 FOR SITE SPECIFIC TANK ARRANGEMENT BOTTOM 2" COVER TYR, _ <br /> y ALL AROUND PENETRATIONS <br /> NOTTO SCALE' • C <br /> Typical Tank Slab Reinforcing <br /> S �G <br /> ' NOT TO:SCALE: - <br /> 1 , O FILTER FABRIC <br /> SEE NOTE NO. 1. <br /> REQUIRED <br /> c ^ C. A' W <br /> IN UNSTABLE SOIL (AS DEFINED BY REQUIRED DEADMAN DIMENSID NOTE: - Z <br /> �. FILTER FABRIC THE SOILS REPORT) THE DIMENSION TANK DEADMAN DEADMAN D N ARCO CONSTRUCTION WILL PAINT COVER BLACK J <br /> ON BOTTOM OF MUST BE 4 Ff. FROM BOTH SIDES - : AND TAG EACH FILL RISER WITH THE <br /> K HOLE AND ENDS (WITH FIBERGLASS TANKS) TANK SIZE LENGTH LENGTH HEIGHT o TN' ` PROPER PRODUCT I.D. TAG. . DISTRIBUTION ' <br /> V. 2'-0" 'A B D IS RESPONSIBLE FOR PAINTING THE CORRECT <br /> LL. ' <br /> ' A.P.I. COLORS. ' <br /> - MIN. 4- FT. DIA. <br /> Z 550, GAL <br /> 6,_9 1/4„ 7'-9 1/4" 6" <br /> U MW 0,OO DGAL 31'-6 1/2" 32'- 12" 12" O '+� �C <br /> C -I- •+ <br /> A <br /> . V .10,00)0 GAL <br /> 021'-5 1 -5 1/4" 24" 78 ". 0 ♦. z ��' <br /> C8 <br /> r ; NOTES: ♦12" V/ <br /> Ty ical ormg for 0 _ _ s Cd <br /> I, ^ oo1 - n (1) FILTER FABRI NT TYPAR OR MIRAFI 500X) IS REQUIRED. J <br /> •'1'Fv �o DI ter Tanks FABRIC MU NO 1' ABOVE MAXIMUM HIGH WATER TABLE AND <br /> . MAY BE TO SIDE OF HOLE WITH WIRE, .ETC., SEAMS _ / <br /> MUST (PED 1' MINIMUM. ♦ STANDARD DETAIL FOR 10" 12" V <br /> OR 14" ACCESS COVERS. NO <br /> NOT TO SCALE: (2) T4 <br /> T BE BALLASTED BY FILLING WITH WATER UNTIL BACKFILL O OTHER MARKINGS ARE PERMITTED. <br /> LE(E. CCA�Uj771p N: DO NOT FILL FIBERGLASS TANK WITH PRODUCT z <br /> BACKFILL IGEN WITH TOP. SEE SPECIFICATIONS, - <br /> ,• - EN INSTALLATION IS COMPLETE, WATER IS TO BE COMPLETELY PUMPED �♦ TTO O Cd Cd <br /> 0 <br /> NEW FIBERGLASS TA UT AND MOPPED DRY SO THAT NO PROBLEMS OCCUR WITH PHASE <br /> o - SEPARATION DURING WINTER OXYGENATED FUEL SEASON. <br /> CONCRETE "DEADMAN". RE (3) DEADMEN TO BE INSTALLED IN A WET HOLE - /� 0 O <br /> p x x THAN ONE TANK IS INSTALL OR WHEN REQUIRED BY OWNERS ENGINEER C <br /> X DEADMAN BETWEEN TANKS SHA OR AUTHORITY' HAVING JURISDICTION. '�" r, �-- Qf ' 1 <br /> .a x X DOUBLE IN WIDTH TO ACCOMMOD WHEN REQUIRED, THE ANCHORING SYSTEM <br /> STAGE I VAPOR RECOVERY <br /> X X x X BOTH TANKS. THE TANK MUST B SHALE BE IN . COMPLIANCE WITH AUTHORITY <br /> PART <br /> X x 2'-0" AMINIMUM SEE CH HAVING JURISDICTION. <br /> W >� (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE <br /> X <br /> x WITHIN 5 FEET OF GRADE CONTRACTOR SHALL NOTIFY <br /> FIBERGIASS HOLD-DOW PS ARCO FIELD ENGINEER FOR DIRECTION ON ANCHORING <br /> XX xx FURNISHED. BY TANK METHOD TO BE USED. (DEADMAN OR ANCHORING SLAB) FILL PORT a ro <br /> X & PLACED AT DES g <br /> j( LOCATIONS. (NU S REQUIRED) N ENGINEERED SHORING IS REQUIRED DUE TO SITE <br /> BALLAST TANK IONS AND ENGINEERED SHORING PLAN UTILIZING <br /> w XX WITH WATER ONLY x I KING STEEL SHEET PILING SHALL BE PROVIDED AND z N o 33 <br /> -� ,A, x X SHA UDE SUPPORTING ENGINEERING CALCULATIONS BY ` 4"x4" HIGHWAY REFLECTOR MARKER FOR W E Q a <br /> O X (IF REQUIRED) x A STA IFIED ENGINEER. PRODUCT IDENTIFICATION. COLORED 2 E <br /> PER API STANDARDS. EPDXY OUNTED <br /> a xx xx INSTALLED BY ARCO DISTRIBUTION. - •t WW <br /> 3 8 ACCESS PORT ¢ W D7 U d P W <br /> x x - TO BE ORIENTATED THIS AREA TO o w o'N N3 <br /> x X x 3`4" WIRE ROPE W/ -'TO THE SAME SIDE - REMAIN BLACK - <br /> TttttIPLE V CLAMP AS TANK LEVEL GAUGE R ❑ '� '° <br /> COVER ENTIRELY W <br /> x v x LIBERAL COAT OF / - ,,8 J E,`O 1O <br /> xX x ASPHALT CEMENT 2 ro <br /> ,0 o x APISTANDARD COLORS <br /> N4 ROD "HAIRPIN" 'UNLEADED PREMIUM 92 OCTANE - RED err {° <br /> 0- - ONE FOR EA. STRAP IS EADMAN <br /> UNLEADED 87 OCTANE - WHITE <br /> 1 T E ADD UNLEADED PLUS 89 OCTANE BLUE N6. ARCO F7i001JC18 COWANY MASTER FEVISI" <br /> W B g 2 3 REBAR ONE #- IN - METHANOL - GREEN , <br /> _ FULL LENGTH EACH CO No, DATE FIEVE ON6 PWX)ECT F8EABE _ Pr4 ex0. a'aml by <br /> 'z TK3-5. - TK3 5 ,G, W/ 2- COV -- -- SSl®FOR 7/»/J;a 00 ,.. <br /> \ Access Cover Identification FILM CII <br /> z Typical Tank Anchoring L. —SEE *Itand <br /> QHARTFGR oEAOM ard Two Point Fill 113-EAlE 0595 <br /> DIMENSIONS _ c;OtlArF. sheet/fle <br /> z �� D - NOT TO SCALE: AF <br /> Fq FA <br /> LLIz and Connections <br /> TK3_5 <br /> w - NOTTO SCALE: - AS-6ULT d <br /> '. AR994/994TK35.DW0 , <br />