Laserfiche WebLink
(OPENINGS IN SLAB TO HAVE 1 -1/2" CROWN) <br /> _ 42'-0- + <br /> (TYP.) q �,P) <br /> TK3-5 <br /> ml X <br /> ANNULAR SPACE MONITOR s"'+ <br /> C�,( E L ' <br /> FILL & VAPOR RECOVERY (STAGE I) ALL MANHOLE ACCESS ,COVERS 14 15 16 Cd 0 <br /> TO BELOW GRADE SHALL BE <br /> LIQUID AND LOCKABLE C <br /> A.C. PAVING 4 - E C •® O <br /> 1 B 1/2 1 2 w/ 6X6/�4/4Ty wM stae Q, -6 W � <br /> TK3-5 �TYFT. ALL) 12 1 B" �TYf�ALL) 18" 18" /� L <br /> +i TVP. TYP.) TVP. 12 A.C. PAVINB� J <br /> N \ 00 <br /> I - ---;'f, -:gi..- ':*' • • _ • • --- ;i • Z of •- moi=- = ° �. :+--: •' �. -.'-i r• -i_ .3 • • i4 0 (>I� Q� <br /> Al <br /> SLAB • • :i' • I • l' 'Y :}' • :e' • • • U ,0 \•J <br /> r� I 3" MIN. m C�° <br /> TEMP. ALIGNMENT SPACER --- - <br /> 3" MIN. ATTACHED IN FIELD IN O �. <br /> CONTROL FIELD TO MANHOLE SKIRT �� - - <br /> EXPANSION (TVP. OF 4) 70 BE REMOVED 2 AR TOP & BOTTOM - ® ® O <br /> JOINTS TO BE AFTER INSTALLATION AROUND ALL PENETRATIONS (T'YP). , - P <br /> 3 QOLERADIWIT <br /> US H �" <br /> / A/V 11) RECOVERY - - N <br /> GGEL <br /> (O x 3 6"-4/4 1WWM <br /> (OR #3 ® 16" O.C) NOTE: L <br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE L_ <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 <br /> THIS DESIGN REQUIREMENT IS NOT MET, -- <br /> C`\ �+ <br /> A ` 1'-0" CHAMFER - <br /> TK3-5 BETWEEN FILLS MP ' <br /> INSPECTION WELL A Typical Slab at Taniks d <br /> #3 REBAR CAGE TOP & <br /> NOTE: SEE TK1-1 FOR SITE SPECIFIC TANK ARRANGEMENT 80TTOM 2" COVER TYP. <br /> ALL AROUND PENETRATIONS <br /> 16 Typical Tank Slab Reinforcing NOT TQ SCALE: J <br /> NOT TO SCALE: <br /> Z <br /> O FILTER .FABRIC <br /> SEE NOTE NO. 1 C pC C n A' A'c <br /> Q IN UNSTABLE SOIL (AS DEFINED BY - IREOUIRED DEADMAN DIMENSIO NOTE: <br /> FILTER FABRIC THE SOILS REPORT) THE DIMENSION — <br /> ON BOTTOM OF MUST BE 4 FT. FROM BOTH SIDES TANK DEADMAN DEADMAN D N ARCO CONSTRUCTION WILL PAINT COVER BLACK <br /> - NK HOLE AND ENDS (WITH FIBERGLASS TANKS) TANK SIZE LENGTH LENGTH HEIGHT TH AND TAG EACH FILL RISER WITH THE <br /> e ° > f > > r PROPER PRODUCT I.D. TAG. DISTRIBUTION <br /> 2'-0' A B D IS RESPONSIBLE FOR PAINTING THE CORRECT <br /> U- MIN. A.P.I. COLORS. <br /> ® 2 8„ 45 0 GAL W-9 1/4FT. DIA. " 7'-9 1/4" 6" <br /> MIN O 00 <br /> 8 0FT.0 DIA. <br /> U 10,000 GAL 31'-6 1/2- 32'- 12" 12" �,• ° <br /> - QCES <br /> 0 N 10 FT. DIA. <br /> ® 10,000 GAL 21'-5 1 -5 1/4" 24" 18" O ♦ c <br /> Cd <br /> NOTES: °V _ <br /> Typical oring for 0 U z �UIRED. _ Cd <br /> o <br /> (4) 8'-0" DI ter Tanks ('' FABRIC <br /> MUFILTER <br /> NDN 1' ABOVE T TYPAR OMAXIM MI HGH 'WATER IS EOTABLE AND <br /> B _ MAY ICFILTERFAB TO SIDE OF HOLE WITH WIRE, ETC., SEAMS C <br /> MUST PED 1' MINIMUM. �� STANDARD DETAIL FOR 10" 12" �� Q C �^ <br /> OR 14" ACCESS COVERS. NO �a- <br /> NOT TO SCALE: (2) TA T BE BALLASTED BY FILLING WITH WATER UNTIL BACKFILL O OTHER MARKINGS ARE PERMITTED. `V G( � <br /> LETS. �q�T��y DO NOT FILL FIBERGLASS TANK WITH PRODUCT (� <br /> BACKFILL-T�EVEN WITH TOP. SEE SPECIFICATIONS. cr W 0 .� •-' <br /> EN INSTALLATION IS COMPLETE, WATER IS TO BE COMPLETELY PUMPED . (f) <br /> NEW FIBERGLASS TA UT ANID MOPPED DRY SO THAT NO PROBLEMS OCCUR WITH PHASE �— — U <br /> J o <br /> SEPARATION DURING _WINTER OXYGENATED FUEL SEASON. D <br /> O - CONCRETE "DEADMAN". RE . �l (3) DEADMEN TO BE INSTALLED IN A WET HOLE <br /> x x THAN ONE TANK IS INSTALL OR WHEN REQUIRED BY OWNERS ENGINEER "�_j -C C. <br /> x DEADMAN BETWEEN TANKS SHA OR AUTHORITY HAVING JURISDICTION. q <br /> QL x x DOUBLE IN WIDTH TO ACCOMMOD WHEN REQUIRED, THE ANCHORING SYSTEM - LO <br /> Q. x X 80TH TANKS, THE TANK MUST B SHALL BE IN COMPLIANCE WITH AUTHORITY STAGE I VAPOR RECOVERY Op _J F•- �Q <br /> x x 2'-0" APART MINIMUM (SSEE CH <br /> HAVING JURISDICTION. <br /> x x (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE - <br /> FIBERGLASS HOLD-DOW PS ` WITHIN S FEET OF GRADE CONTRACTOR SHALL NOTIFY <br /> x x FURNISHED BY TANK ARCO FOELD ENGINEER FOR DIRECTION ON ANCHORING " <br /> x x ETHOD TO BE USED. (DEADMAN OR ANCHORING SLAB) FILL PORT <br /> x & PLACED AT DES <br /> LOCATIONS. (NU S REQUIRED) ( ENGINEERED SHORING IS REQUIRED DUE TO SITE o o <br /> V BALLAST TANK IONS AND ENGINEERED SHORING PLAN UTILIZING N m o <br /> w �f WITH WATER ONLY I KING STEEL SHEET PILING SHALL BE PROVIDED AND d <br /> 'A' x (IF REQUIRED) x SHA UDE SUPPORTING ENGINEERING CALCULATIONS BY 4 x4" HIGHWAY REFLECTOR MARKER FOR o h i <br /> x x A STA IFIED ENGINEER. PRODUCT IDENTIFICATION. COLORED Z W N ° x Q <br /> ,B, xx xx - PER API STANDARDS. EPDXY Mp UNTED �+ - E a r <br /> O- - INSTALLED A ARCO gISTRIBUTION. `�' o o I` <br /> X x 8" ACCESS PORT ¢ W <br /> � TO BE ORIENTATED THIS AREA TO . u W o m 3 <br /> x x x Tf2PLE V CLAMP W/ TO THE SAME SIDE REMAIN.BUCK o m N N <br /> 1 . <br /> COVER ENTIRELY W/ AS TANK LEVEL GAUGE v M M <br /> x k LIBERAL COAT OF <br /> x x I ASPHALT CEMENT vy o o ,-..:'L <br /> 11,,tt X <br /> F x <br /> O o x API STANDARD COLORS - <br /> a N4 ROD "HAIRPIN" UNLEADED PREMIUM 92 OCTANE - RED m Mor rebase date <br /> a. ONE FOR EA. STRAP IS EAOMO T UNLEADED 87 OCTANE WHITE <br /> w B B OF T ADD METHANUNLEADOL <br /> PLUS 89 OCTANE - BLUE <br /> - GREEN NO. ARCO PRODUCTS COAPANY MASTER REVIBIONB <br /> 2 3 REBAR ONE # IN _ <br /> co - FULL LENGTH t W H CO <br /> ¢ TK3-5 TK3-5 WF 2" COV NO, BATE REVISIONS PROJECT RELEASE p'a exa drawn by <br /> Access Cover Identification ° _ pr*d�tacft <br /> Typical Tank AnchoringSEE CHART FOR DEADM RELEASE <br /> Yp - Standard Two Point Fill R E 6080 <br /> w and Connections D DIMENSIONS 18 CONST <br /> o 'NOTTO SCALE: RELEASE- — TK3-5 <br /> w NOT TO SCALE: A&-B.1ILT <br /> d <br /> AR995/995TK35.DWG <br />