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(OPENINGS IN SLAB TO HAVE 1 - 1 /2" CROWN) 8, 5'-2" 12'-4' 5'-2" A 2,-0- IN OF TK3-5 (TYP. SNAN�kAR INSPECTION WELL MONITOR O aO M M Y Q Z Z VENT VAPOR RECOVERY - L- r }� ALL MANHOLE ACCESS COVERS 14 15 16 ((� Q p (STA E IQ TO BELOW GRADE SHALL BE /''� O Q �IQrnUIj TIGHT AND LOCKABLE 0 N C 4 E t SUN A.C. PAVING 6" CONCRETE TANK SLAB U ' O Q O " ] �2" 1-1/2" W/ 6X6/#4/4 WWM '^ n o * (T . ALL) t 2 TYP. TYFALL) TYP. TYP. 12 w w N +I A.C. PAVIN@ - r . it YZ \ .� TK3-5 -__ -�i..:y' • • _ - _ • • _ - - ,:} • z o .- T _i' _ :+-.-: =4y, • • 4 V,r C �.. h I` ~ FILL & VAPOR • '• • A, • •• ': • 'T ;}' • .4• Lu a)S Op J SLAB N RECOVERY (STAGE 1) _ 3" MIN. • r • • 1L U "�. C r/� 3ZV) N/ O Z TEMP ALIGNMENT SPACER //3 TOP & BOTTOM Q N Z O 2 ATTACHED IN FIELD IN 2 AROUND ALL PENETRATIONS (TYP) O Q ,- CONTROL FIELD TO MANHOLE SKIRT O Q EXPANSION (TYP. OF 41 TO BE REMOVED j C.7 C9 JOINTS TO BE AFTER INSTALLATION • N Z Z I "' "TOOLED" WITH /^ 3 O O T 3/8 RADIUS W � a0 M opo 0 N p O - NOTE: ,L Z O VENT/yAPOR RECOVERY ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE p O (STAGE II) TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE ARCO FIELD ENGINEER WILL BE REQUIRED Cd Q U O TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE / PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF V ~O Ldl 6" x 6"-4/4 WWM THIS DESIGN REQUIREMENT IS NOT MET. Z V)Z:, (OR #3 ® 16" O.C) - Cd (TYP) CHAMFER E BOTTOMREBA2'CCO ERAGE OTYP. A T TO SCALETypical Slab at Tanks INSPECTION WELLJ A BETWEEN FILLS ALL AROUND PENETRATIONS - TK3-5 NO : C Typical Tank Slab Reinforcing i� NOT TO SCALE: ' t , FILTER FABRIC ON BOTTOM SEEER FABRICTE 1 +r OF TANK HOLE IN UNSTABLE (AS DEFINED BY SOILS REOUIRED DEADMAN DIMENSIONS - C REPORT) SOIL THE DIMENSION ' MUST BE 4 FT. FROM BOTH SIDES TANK DEADMAN DEADMAN DEADMAN NOTE: AND ENDS (WITH FIBERGLASS TANKS) TANK SIZE LENGTH LENGTH HEIGHT WIDTH ANGNHCINSER BLACK rAr B > > Ce D TAEACH FIRISER WH THE MIN PROPER PRODUCT I.D. TAG. DISTRIBUTION 10 FT, DIA. IS RESPONSIBLE FOR IDENTIFYING THE YANKS 20,000 GAL 37'-8 3/4' 38'-8 3/4" 12" 18 WITH A.P.I. COLORS. 2 -8" Cd > MIN �Q NOTES: o N .c a (1) FIL117ER FABRIC (DUPONT TYPAR OR MIRAFI 50OX) IS REQUIRED. Q• FABRIC MUST EXTEND 1 ABOE MAX. HIGH WATER TABLE O Q AND MAY BE PINNE4 TO SIDE OF HOLE WITH WIRE, ETC. SEAMSt 2 , 36 18" MUST BE LAPPED 1 MINIMUM. �♦ 1 CJ+ .� L Typical Anchoring for (2) TANK MUST BE BALLASTED BY FILLING WITH WATER UNTIL BACK FIL O -�� ,+,; •LL COMPLETE. CAUPON DO NOT FILL FIBERGLASS TANK WITH °Q(n •N Q C n LIQUID UNTIL BACK FILL IS EVEN WITH TOP. SEE SPECIFICATIONS (2) 10'-0 Diameter Tanks WHEN INSTALLATION IS COMPLETED, WATER IS TO BE COMPLETELY tU L 7 c C B _- PUMPED OUT & MOPPED DRY SO THAT NO PROBLEMS OCCUR w/ Q PHASE SEPARATION DURING WINTER OXYGENATED FUEL SENSOR. STANDARD DETAIL FOR 10" 12" C 0 C NOT TO SCALE: (3) DEADMEN TO BE ENGINEER LLEDOR AINTA WET HOLE HORITY HAVING R WHEN HE REQUIRED ♦ OTHER OR "MARKINGS SS CARE RPERMITTED, - 7^ b Cd Q BY ® 00 o WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN - �"' •@ U .0:F, T COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. STAGE I VAPOR RECOVERY FILL PORT Cd r a NEW FIBERGLASS TANK U C (� 0 (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. 'G pp Eg Egpp R 0 •� o' Q FORGDIRECTIONRADE TONCANCHORING MET OD TOR SHALL NOTIFY TOOBEEUSEDLD N (DEADMAN FILL PORT PRGINEER ODUCT IDENTIFICATIO.N�R COLORED FOR Z Y ; r > CONCRETE "DEADMAN". WHEN MORE O THAN ONE TANK IS INSTALLED THE PER API STANDARDS. EPDXY MOUNTED CV V C d OR ANCHORING SLAB) DEADMAN BETWEEN TANKS SHALL BE INSTALLED BY ARCO DISTRIBUTION ca +-' 0 Q DOUBLE IN WIDTH TO ACCOMMODATE . (5) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE - L "QO 80TH TANKS. THE TANKS MUST BE CONDITIONS AND ENGINEERED SHORING PLAN UTILIZING I 6" ACCESS PORT co W 1—' 3'-0" APART MINIMUM (SEE CHART) INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND w SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY STAGE I VAPOR RECOVERY 1 c� A STATE CERTIFIED ENGINEER. z FIBERGLASS HOLD-DOWN STRAPS ✓ /�,GH A(/ FURNISHED BY TANK MFR. l yy g E LOCATIONS. (NUMBER CED AT AAS REQUIRED) ` PRODUCT HDERTIFICATION R CO GRED FOR �• �P'. �A UPER API STANDARDS. EPDXY MOUNTED w BALLAST TANK 3 4" WIRE ROPE W/ O 'A' WITH WATER ONLY NSTALLED TRIPLE V CLAMP 8" ACCESS PORT (IF REQUIRED) COVER ENTIRELY W/ TO BE ORIENTATED THIS(AREA TO BY ARCO DISTRIBUTION THIS AREA TO n. LIBERAL COAT OF TO. THE SAME SIDE y REMAIN BLACK REMAIN BLACK ASPHALT CEMENT AS TANK LEVEL GAUGE ,p 0 G<rhyo ENO N4 ROD "HAIRPIN" te2t5.72ND AVENUE olmt ONE FOR EA. STRAP WHEN DEADMAN _ 8215 72ND AVENU s&32 Ur •'s• IS PRECAST OUT (406) 261-6222 > a 2 3 REBAR OF THE HOLE ADD DN API STANDARD COLORS - o UNLEADED PREMIUM 92 OCTANE - RED BCE' ---- W FU L LENGTH �� EACH COVER (4) UNLEADED 87 OCTANE - WHITE W/ 2" COVER as 'G' - UNLEADED PLUS 89 OCTANE - BLUE master release ,date Q METHANOL - GREEN W NO. ARCO . PRODUCTS COMPANY MASTER REVISIONS .. SEE CHART FOR DEADMAN z TK3 5 TK3 5NO. DATE _ PREVISIONS PROJECT RELEASE proj. exe. drawn by D' DIMENSIONS '— 4/20/99 JN. � - TYPICAL FOR 10' DIAMETER TANKS PERMIT project facility Z. Typical Tank Anchoring Access Cover Identification BID 2186 z 17 and Connections 18 Standard Two Point Fell CONST. sheet file - ..^ - TK3-5 z NOT TO SCALE: NOT TO SCALE; AS-BUILT of File: 2023-36A AR923/92335A.DWG