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(OPENINGS IN SLAB TO HAVE 1 - 1 /2" CROWN) <br /> 42'-0* + <br /> 18" 2 <br /> (TYP.) A <br /> -0" <br /> (.Typ.) <br /> TK3-5 <br /> ... .............. <br /> ... .............. <br /> ... ............. <br /> X M <br /> ANNULAR SPACE MONITOR 0 <br /> .......... C C <br /> ------------- Q. 0 <br /> — FILL & VAPOR <br /> ) Cd <br /> RECOVERY (STAGE 1ALL MANHOLE ACCESS COVERS 14 15 16 g co <br /> . . .. .... .. .... ... ... . ........ TO BELOW GRADE SHALL BE S. <br /> LO <br /> .. ..... ...... . ... ... <br /> . .......... LIQUID TIGHT AND LOCKABLE 0 <br /> I Lftt (TYP-) CWWWC <br /> A.C. PAVING <br /> 0 <br /> 18 <br /> -1 2- 6" CONCRETE TANK SLAB L_ CL (0 <br /> I!TYV ALL 8 1/2" 18" is* W/ 6X6/#4/4 WWM 0 W <br /> k IT V. ALL) K <br /> +I ...... ..... Tly, (TI YT P. (TYP-) 12 _E <br /> eN A.C. PAVIN&\ <br /> 3: Crj <br /> .. ... .... .. <br /> -HI4++ HHH <br /> --'i7 SLAB <br /> .0 <br /> 3" MIN. <br /> ..... . .... . TEMP. ALIGNMENT SPACER (0 <br /> CONTROL . .... . 3* MIN. ATTACHED IN FIELD IN (0 <br /> ... ..... . FIELD TO MANHOLE SKIRT <br /> OF 4) TO BE REMOVED TOP & BOTTOM 0 <br /> EXPANSION ED 2 VOUND ALL PENETRATIONS (TYP) <br /> JOINTS TO BE 2 VER INSTALLATION <br /> "TOOLED" WITH <br /> 3/8o RADIUS <br /> co <br /> ENTrAPOR RECOVERY <br /> E <br /> -4, �ISTA AGER) a_ <br /> q <br /> 0 <br /> ......... ------- 0 <br /> M 2-6" x 6"-4/4 WWM <br /> (OR #3 0 Is- 0,C) 0 <br /> - - - ------- NOTE: <br /> r <br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2- CROWN OF CONCRETE L_ <br /> M M <br /> TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE ARCO FIELD ENGINEER WILL BE REQUIRED < <br /> TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE <br /> PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF 0 <br /> THIS DESIGN REQUIREMENT IS NOT MET. <br /> V-10" CHAMFER <br /> INSPECTION WELL J BETWEEN FILLS (TYP-) E <br /> 3 REBAR CAGE TOP & Typical Slab at Tanks Cd <br /> NOTE: SEE TK1-1 FOR SITE SPECIFIC TANK ARRANGEMENT IOTTOM 2'. COVEROP <br /> ALL AROUND PENETRATIONS <br /> NOT TO SCALE: Cd <br /> Typical Tank�3811ab�Reeinf�orrcing�, _j <br /> Y� <br /> �NOT TO'SCALE: <br /> Z <br /> 0 FILTER FABRIC <br /> EE NOTE NO. 1 <br /> KII <br /> IN UNSTABLE SOIL (AS DEFINEDB REQUIRED DEADMAN DIMENSIO NOTE: <br /> FILTER FABRIC THE SOILS REPORT) THE DIMENSION <br /> ON BOTTOM OF MUST BE 4 Fr. FROM BOTH SIDES TANK , DEADMAN DEADMAN N ARCO CONSTRUCTION WILL PAINT COVER BLACK <br /> CLASS <br /> NK HOLE AND ENDS (WITH FIBER TANKS) TANK SIZE LENGTH, ,LENGTH HEIGHT T� AND TAG EACH FILL RISER WITH THE <br /> PROPER PRODUCT I,D. TAG. DISTRIBUTION <br /> 0 2'-0' D IS RESPONSIBLE FOR PAINTING THE CORRECT <br /> UL MIN. 4 Fr. DIA. A.P.I. COLORS. <br /> z W-9 1/4- 7'-9 1/4' 6. :1 <br /> 0 550 GAL <br /> MIN 8 Fr. DIA. <br /> 10,000 GAL 31'-6 1/2" 32'- 12* 12" <br /> -0-0 co <br /> 0 10 FF. DIA. C <br /> 10,000 GAL 21'-5 1 -5 1/4 0 0 <br /> § < CIO 0 <br /> Ir- W24 12" E Z 00) <br /> 0: .C: C <br /> yp oring for NOTES: 0 L :2 <br /> (1) FILTER FABRI NT,TYPAR OR MIRAFI SOOX) IS REQUIRED. 0 u- 0 C <br /> -Or FABRIC <br /> Cd :j -z Cd <br /> (45 8 Di ter Tanks FABRIC MU NO 1 ABOVE MAXIMUM HIGH WATER TABLE AND z <br /> AY BE TO SIDE OF HOLE WITH WIRE, ETC., SEAMS <br /> MUST PED V MINIMUM. STANDARD DETAIL FOR 10" 12" CLO < c <br /> O OR 14" ACCESS COVERS. NO 0 < <br /> NOT TO SCALE: (2 TA BE BALLASTED BY FILLING WITH WATER UNTIL BACKFILL OTHER MARKINGS ARE PERMITTED. 0 m <br /> LETE. j�A ,• DO NOT FILL FIEIRGLASS TANK WITH PRODUCT 1 - 0 <br /> BACKFILL I�T WITH TOP. SEE SPECIFICATIONS. cc W <br /> EN INSTALLATION IS COMPLETE, WATER IS TO BE COMPLETELY PUMPED Cc 0 <br /> NEW FIBERGLASS T UT AND MOPPED DRY SO THAT NO PROBLEMS OCCUR WITH PHASE OLL Cd <br /> SEPARATION DURING WINTER OXYGENATED FUEL SEASON, <br /> CONCRETE "DEADMAN'. RE (3) DEADMEN TO BE INSTALLED IN A WET HOLE C <br /> x THAN ONE TANK IS INSTALL OR WHEN REQUIRED BY OWNERS ENGINEER C) <br /> Kx DEADMAN BETWEEN TANKS H OR AUTHORITY HAVING JURISDICTION. 10.11`*� 0 <br /> 0- x x DOUBLE IN WIDTH TO ACCOMMO WHEN REQUIRED, THE ANCHORING SYSTEM <br /> X X XX BOTH TANKS. THE TANKS MUST B SHALL BE IN COMPLIANCE WITH AUTHORITY STAGE I VAPOR RECOVERY <br /> x x 2'-Oo APART MINIMUM (SEE CH HAVING JURISDICTION. 1r0 co <br /> 4 WHEN GROUNDWATER LEVEL IS:ANTICIPATED TO BE <br /> Lu x YX W <br /> WITHIN 5 FEET OF GRADE CONTRACTOR SHALL NOTIFY <br /> FIBERGLASS HOLD-DO P ARCO FIELD ENGINEER FOR DIRECTION ON ANCHORING r <br /> xx FURNISHED BY TANK ETHOD TO BE USED. (DEADMAN OR ANCHORING SLAB) FILL PORT <br /> XX AT - • <br /> - <br /> x & PLACED AT UL <br /> LOCATIONS. (NU S REQUIRED) ENGINEERED SHORING IS REQUIRED DUE TO SITE <br /> IONS AND ENGINEERED SHORING PLAN UTILIZING <br /> r T 0 <br /> x TANK XX 0 N <br /> WITH WATER ONLY XX, I KING STEEL SHEET PILING SHALL BE PROVIDED AND In 40 <br /> A x x SHA UDE SUPPORTING ENGINEERING CALCULATIONS BY 4- 4" HIHAYRW,7,L�,CTOR MARKER z !k 0 m <br /> (IF REQUIRED) I A FOR - t <br /> 0 X� , A STA IFIED ENGINEER. MDUC ON. COLORED x <br /> 0. IBI (X xx . 14 '5 < <br /> PER API STANDARF(S. EPOM M8UNTED rn <br /> I <br /> INSTAL 0 DISTRIBUTION.N. <br /> XA* 8* ACCESS PORT 0 00 3 <br /> X. xx, 4" WIRE ROPE W1 TO BE ORIENTATED THIS AREA TO coo �m �'l <br /> x 14 REMAIN BLACK <br /> XX T PLE V CLAMP TO THE SAME SIDE <br /> COVER ENTIRELY W/ AS TANK LEVEL GAUGE <br /> LIBERAL (OAT OF <br /> V ASPHALT CEMENT <br /> XX <br /> Cu <br /> x <br /> > >X x 00 <br /> API STANDARD COLORS <br /> 4 ROD HAIRPIN" UNLEADED PREMIUM 92 OCTANE - RED <br /> a_ 9NE FOREA. STRAP EADMAN UNLEADED 87 OCTANE - WHITE <br /> 0- 2R <br /> T OUT <br /> 01SF T E ADD <br /> UNLEADED PLUS89 OCTANE - BLUE <br /> METHANOL -. GREEN NO. ARCO PRODUCTS OOWANY MASTER REVISIONS <br /> QJ B 2 �3 REBR NE IN <br /> 0 <br /> FULL LENcrH CH DO <br /> DATU REVISIONS PROJECT FaX" Pr44 exe. .drawn by <br /> < TK3-5 Ic W/ 2. COV NCL <br /> 28UED MR r)/21 <br /> Access Cover Identification 'TY"' PLAN CHECK <br /> P* <br /> TEMP. ALIGNMENT <br /> Sr <br /> ATTACHED D I FI <br /> A TA E N FIELD <br /> FIELDTo MANHOLE <br /> E ANH E <br /> Pr* <br /> ftxcft <br /> Z <br /> SEE CHART FOR DEADM <br /> Typical Tank Anchoring Standard Two Point Fill FELEAW 5450 <br /> DI DIMENSIONS <br /> a n du C o n n�ec t,ko�m CONST Q ffe- <br /> ��NOT�TOSCALE����� FIELEABIE <br /> NOT To SCALE TK3-5 <br /> Ld <br /> Of <br /> AR944/5450/5450TK35.DWG <br />