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'ii•iu•:ai:: ••5::. i ii:::::iaxt e::ee:i•1 •i:n e• x ••••• • . eN 6" CONCRETE TANK SLAB <br />.....'ii;... .ia•t as • . a:.:••••: 011: .... :....: .::ea .Nttxt.•i_ "i <br />es:::::::::ii:.:•:a�•:::::::i:::••::::?sa,is:::::::'_::••••::: s::a�a�••:::s:a:i::a::::;;�.•,.16111;.;.� :.:::i:; ®® <br />•. -•..: •tit N t..e•..: <br />:::� :::......: ::s: s...:.s:.•::.::::ss••::i•:i: a...:..:...ws.........i...;.... ;;;•;� Ns..ii :::as <br />I ......... ...N :......... ... ........: •.. ...: sse:::::::X.:::a•:::iS::••.::a:x • • :::..M..NN• <br />M. 1112 <br />a s ei:�.= s .:•i ,!= eii::::ea::ai:'I...I .....i:ie::i:aee:i::a:.�a�.e:a• ::.aas <br />:' :•a:::e.::'::• <br />'s'sii's•::s:ids•.:I:se°Ii11ia. Iii_:::::i:i:::i:as i9s0.:0 u:e: iia: ':iiE:a:ain .0.0 ••e:::ia.9•ia:aI ....saa:. __ — - --- -- -- <br />aa� i:x.:11e ::t...:..St.t t. .. ..: .:••..ttl.ttttt.... t.... t..t .•:\t ....N..t N•$=...tNN� Nt�.... N • •. <br />-i.Ga �- - a :.R•...a• e:iaS:::: ;.N-;.�./-..;;.._•...; at•:. ZO.� ..1R•aN� •5•--5i•tG. m—nuu.NN _ �L _ <br />7•x•::.aaa...... . as <br />•••• No •••i• •:iaaa•:•iv x:.e.••ie::.r:'a:in••1 :. is Ivaaa:.•e:i�::::ii�:. 'N�� • _ <br />N. . ...a.......:::•: .:...s .........:. I .........N . ...... N .t <br />a=• ai=aii ==asiln..1 1.1.21 eee:cee3:;l;::::1111! E __�_ _ _::::�:::_ : __�_�:�:::::� �•:::�::::::7ii ie.:i <br />M <br />NOTE: SEE TK1-1 FOR SITE SPECIFIC TANK ARRANGEMENT BOTTOM Z' COVER TYR. <br />ALL AROUND PENETRATIONS <br />Typical Tank Slab Reinforcing <br />§)L <br />NOT TO SCALE: <br />FILTER FABRIC — <br />SEE NOTE NO. 1 <br />IN UNSTABLE SOIL THE DIMENSION <br />MUST BE 4 FT. FROM BOTH SIDES <br />AND ENDS (WITH FIBERGLASS TANKS) <br />Typpical Anchoring for <br />(Z'-0" Diameter Tanks <br />1 O1 <br />NOT TOSCALE: <br />NEW FIBERGLASS TANK <br />CONCRETE "DEADMAN". WHEN MORE <br />THAN ONE TANK IS INSTALLED THE <br />DEADMAN BETWEEN TANKS SHALL BE <br />DOUBLE IN WIDTH TO ACCOMMODATE <br />BOTH TANKS. THE TANKS MUST BE <br />3'-0' APART (SEE CHART) <br />FIBERGLASS HOLD-DOWN STRAPS <br />FURNISHED BY TANK MFR. <br />& PLACED AT DESIGNATED <br />LOCATIONS. (4 REQUIRED) <br />OVERY <br />VM <br />).C) <br />REOUIRED DEADMAN DIMENSIONS <br />TANK <br />DEADMAN <br />DEADMAN <br />DEADMAN <br />TANK SIZE <br />LENGTH <br />LENGTH <br />HEIGHT <br />WIDTH <br />Q <br />,A, <br />>B> <br />,C. <br />,p, <br />4 FT. DIA. <br />550 GAL <br />c <br />U U <br />8 DIA. <br />10,00000 GAL <br />31'-6T <br />32'-6?" <br />12" <br />12" <br />10 FT. DIA. <br />10,000 GAL <br />21'-5?' <br />22'-5?" <br />24' <br />18" <br />12" NOTES: <br />(1) FILTER FABRIC (DUPONT TYPAR OR MIRAFI <br />50OX IS REQUIRED. FABRIC MUST EXTEND <br />1' A OVE MAXIMUM HIGH WATER TABLE <br />AND MAY BE PINNED TO SIDE OF HOLE <br />WITH WIRE, ETC., SEAMS MUST BE LAPPED <br />1' MINIMUM. <br />(2) TANK MUST BE BALLASTED BY FILLING <br />WITH LIQUID UNTIL BACKFILL IS <br />COMPLETE, CAUTION DO NOT FILL <br />FIBERGLASS TANK WITH LIQUID UNTIL <br />BACKFILL IS EVEN WITH TOP. <br />SEE SPECIFICATiONS. <br />(3) DEADMEN TO BE INSTALLED IN A WET HOLE <br />OR WHEN REQUIRED BY OWNER'S ENGINEER <br />OR AUTHORITY HAVING JURISDICTION <br />WHEN REQUIRED, THE ANCHORING SYSTEM <br />SHALL BE IN COMPLIANCE WITH AUTHORITY <br />HAVING JURISDICTION. <br />(4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE <br />WITHIN 5 FEET OF GRADE CONTRACTOR SHALL NOTIFY <br />ARCO FIELD ENGINEER FOR DIRECTION ON ANCHORING <br />METHOD TO BE USED. (DEADMAN OR ANCHORING SLAB) <br />3 4" WIRE ROPE W/ <br />T IPLE V CLAMP <br />COVER ENTIRELY W/ <br />LIBERAL COAT OF <br />ASPHALT CEMENT <br />p4 ROD "HAIRPIN" <br />ONE FOR EA. STRAP WHEN DEADMAN <br />IS PRECAST OUT <br />OF THE HOLE ADD <br />2 X4.3 REBAR �k ONE �3 REBAR IN <br />FULL LENGTH EACH COVER (4) <br />,`„ W/ 2" COVER <br />' TKB 6 TK3-6 � <br />TYPICAL FOR (4) 8' DIAMETER TANKS <br />Typical_ Tank Anchoring <br />and Connections <br />21 <br />NOT TO SCALE: <br />FOR DEADMAN <br />i <br />STAGE I VAPOR <br />TO BE PAINTED <br />SHOWN FOR F <br />STEEL SIMILAR <br />Tpical Slab at Tanks <br />n <br />r-• <br />NOTTO SCALE: <br />NOTE <br />ARCO CONSTRUCTION WILL PAINT COVER BLACK <br />AND TAG EACH FILL RISER WITH THE <br />PROPER PRODUCT I.D. TAG. DISTRIBUTION <br />IS RESPONSIBLE FOR PAINTING THE CORRECT <br />A.P.I. COLORS. <br />STANDARD DETAIL FOR 10" 12" <br />OR 14" ACCESS COVERS. NO <br />OTHER MARKINGS ARE PERMITTED. <br />FILL SIDE TO BE PAINTED <br />WITH STANDARD "API COLORS <br />PER PRODUCT IDENTIFICATION <br />CHART BELOW. CROSS <br />TO BE PAINTED WHITE OR <br />BLACK TO IDENTIFY FILL. NO <br />OTHER MARKINGS ARE PERMITTED. <br />THIS AREA TO <br />REMAIN BLACK <br />Access Cover Identification <br />22 Standard Two Point Fill <br />NOT TO SCALE: <br />API STANDARD COLORS <br />EC-PREMIUM/SUPER UNLEADED - RED <br />UNLEADED - WHITE <br />EC -1 REGULAR/LEADED REGULAR- BLUE <br />METHANOL - GREEN <br />OTHER <br />MID GRADE EXTRA - HALF CIRCLE <br />WHITE <br />I <br />N"3 TOP & BOTTOM <br />AROUND ALL PENETRATIONS (TYR) <br />NOTE <br />ARCO CONSTRUCTION WILL PAINT COVER BLACK <br />AND TAG EACH FILL RISER WITH THE <br />PROPER PRODUCT I.D. TAG, DISTRIBUTION <br />IS RESPONSIBLE FOR PAINTING THE CORRECT <br />A.P.I. COLORS. <br />STANDARD DETAIL FOR 10" 12' <br />OR 14' ACCESS COVERS. NO <br />OTHER MARKINGS ARE PERMITTED. <br />Access Cover Identification <br />Coaxial Single Point Fill <br />NOT TO SCALE: <br />DATE I R E V I S 1 0 N S <br />A I I ISSUED FOR PLAN CHECK <br />4 & <br />IF <br />DD .7.. 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