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.,..:< :. .. , ) <br />(OPENINGS IN SLAB TO HAVE 1-1/2" CROWN) <br />- 25'-8" <br />8" 5'-2" 12'-4" 5'-2" <br />A1-0 <br />TK3-5TYP."SPACE R wsPEcnoN WELL , <br />H- MONITOR - <br />U o n0 <br />D <br />M M <br />rT "' <br />d <br />Y ?` s s <br />VENT/yAPOR RECOVERY ALL MANHOLE ACCESS COVERS 14 15 16 <br />Q z (STAGE IQ TO BELOW GRADE SHALL BE <br />H— LIQUID TIGHT AND LOCKABLE' <br />O ¢ I (TYP.) 4 <br />O A.C. PAVING <br />MW <br />OMINI 6" CONCRETE TANK SLAB <br />Q O HH Hir"Hiii (ttW. ALL) 12 18" �2" ) 18" 18' W/ 6X6/#4/4 WWM <br />N O e444 TYP. TY ,ALL TYP. (TYP. 72 A.C. PAVIN&\ <br />W +I <br />WNX 'y. 11El __ I 1 1, 1 <br />1B •-_--�-{...=:+' • • - _- • - .__ z o •F :i=--§7 a- _:'r: .:i 'r--..-i-=ice. • • :� <br />•I ;y :§• <br />Z U, m FILL &VAPOR • • • • : -t•' • • ;'v • • § § , � • • -Yi <br />=C9 d;. g SLAB -.1 <br />RECOVERY (STAGE I) _ 3" MIN. <br />Z <br />1=V) TEMP ALIGNMENT SPACER N3 TOP & BOTTOM <br />O 1n Z 2 ATTACHED IN FIELD IN 2 AROUND ALL PENETRATIONS (TYP) <br />�O CONTROL- FIELD TO MANHOLE SKIRT <br />O O J - EX ANSION (TYP. OF 4) TO BE REMOVED <br />e AFTER INSTALLATION <br />U U n JOINTS TO BE - - <br />"TOOLED" WITH <br />Z Z O � : " 3/8" RADIUS <br />3_p i� <br />G_ Q O M <br />I <br />U7 CD\ NOTE: - <br />= L''o VAN ENT(VAPOR RECOVERY ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2"' CROWN OF CONCRETE <br />~• Z O STAGE 11) TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE ARCO FIELD ENGINEER WILL BE REQUIRED <br />UO O T TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTACTOR WILL BE <br />PAID. CONTACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN .EXPENSE IF <br />Eli <br />6" x 6"-4/4 WWM THIS DESIGN REQUIREMENT IS NOT MET. <br />(OR #3 ® 16 O.C) <br />1'-0" CHAMFER <br />(TYP.) - <br />9OTTOMA2"°CO ER np - A Typical Slab at Tanks - - <br />- INSPECTION WELL A BETWEEN FILLS ALL AROUND PENETRATIONSTK3-5 NOT TO SCALE: <br />16Typical Tank Slab Reinforcing <br />NOT TO SCALE: <br />FILTER FABRIC ON BOTTOM FILTER FABRIC <br />OF TANK HOLE SEE NOTE NO. 1 <br />IN UNSTABLE (AS DEFINED BY SOILS <br />REPORT) SOIL THE DIMENSION - <br />- MUST BE 4 FT: FROM BOTH SIDES <br />AND ENDS (WITH FIBERGLASS TANKS) <br />3,-0" <br />MIN <br />2 _g" <br />REOUIRED DEADMAN DIMENSIONS <br />TANK <br />DEADMAN <br />DEADMAN <br />DEADMAN <br />TANK SIZE <br />LENGTH <br />LENGTH <br />HEIGHT <br />WIDTH <br />W< <br />,A, <br />,R, <br />0, <br />IDI <br />10 FT. DIA. <br />20,000 GAL <br />37'-8 3/4" <br />38'-8 3/ 4 " <br />12" <br />18" <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 IDENTIFYING THE TANKS <br />WITH A.P.I. COLORS, <br />IN - - <br />NOTES: 0 <br />a (1) FILTER FABRIC (DUPONT TYPAR OR MIRAFI 50OXI IS REQUIRED.` <br />FABRIC MUST EXTEND V ABOVE MAX. HIGH WATER TABLE - <br />AND MAY BE PINNEQ TO SIDE OF HOLE WITH WIRE, ETC. SEAMS <br />36' 18" MUST BE LAPPED 1 MINIMUM. O �� I <br />(2) TANK MUST BE BALLASTED BY FILLING WITH WATER UNTIL BACK FIL O <br />Typ ical Anchoring for COMPLETE, CAUTION DO NOT FILL FIBERGLASS TANK WITH 6V <br />/Y LIQUID UNTIL BACK—FILL IS EVEN WITH TOP. SEE SPECIFICATIONS <br />(2) 101 -0* Diameter Tanks WHEN INSTALLATION IS COMPLETED, WATER IS TO BE COMPLETELY <br />B PUMPED OUT & MOPPED DRY SO THAT NO PROBLEMS OCCUR w/ STANDARD DETAIL FOR 10" 12" <br />PHASE SEPARATION DURING WINTER OXYGENATED FUEL SENSOR. OR 14" ACCESS COVERS. NO <br />NQT TO SCALE: (3) DEADMEN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED OTHER MARKINGS ARE PERMITTED. <br />BY OWNERS ENGINEER OR AUTHORITY HAVING JURISDICTION. <br />WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN <br />COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. STAGE I VAPOR RECOVERY FILL PORT <br />NEW FIBERGLASS TANK - <br />_i (M) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. IG gg Eg <br />C OF GRADE CONTACTOR SHALL NOTIFY ARCO FIELD ENGINEER FILL PORT PRODUCT FIDENTIFIC TION. COLORED FOR <br />> CONCRETE "DEADMAN", WHEN MORE FOR DIRECTION ON ANCHORING METHOD TO BE USED. (DEADMAN - PER API STANDARDS. EPDXY MOUNTED <br />O THAN ONE TANK IS INSTALLED THE OR ANCHORING SLAB) INSTALLED BY ARCO DISTRIBUTION <br />0= DEADMAN BETWEEN TANKS SHALL BE <br />DOUBLE IN WIDTH TO AC$COMMODATE (55) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE <br />a. <br />BOTOHp TART THE <br />(SEEUCHART) - INTER OCKINGNSTEEL SHEET P LING SHALL BE PROVIDED AND 6" ACCESS PORT •1 <br />SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY STAGE I VAPOR RECOVERY <br />L A STATE CERTIFIED ENGINEER. - - <br />FIBERGLASS HOLD-DOWN STRAPS <br />FURNISHED BY TANK MFR. 4"x4" HIGHWAY REFLECTOR RpKEEERR FOR �• <br />LOCATIONS. (NU& PLACED AT MBER AAS OREQUIRED) - ` PRODUCT <br />STDANDARDS.I EPDXY MOUNTED <br />w BALLAST TANK 3L4" TO <br />WIRE ROPE W/ 8" ACCESS PORT INSTALLED BY ARCO DISTRIBUTION - <br />WITH WATER ONLY TI�tIPLE V CLAMP <br />A <br />(IF REQUIRED) LIBERALCO ENTIRELY FW/ - REMAIN BLACK - REMAIN BLACK <br />BACK. <br />( ) TO BE SAME ASIDE THIS TO <br />E_ I B' ASPHALT CEMENT - AS TANK LEVEL GAUGE _> - <br />N4 ROD "HAIRPIN" - <br />ONE FOR EA. STRAP WHEN DEADMAN <br />IS PRECAST OUT API STANDARD COLORS <br />OF THE HOLE ADD <br />>t 2 $3 REBAR ONE #3 REBAR IN - UNLEADED PREMIUM 92 OCTANE - RED <br />O FULLL LENGTH c W1 EACH COVER <br />UNLEADED PLUS89O- WHITE <br />Of Ic CTANE BLUE <br />a... METHANOL - GREEN <br />4 N0. ARCO PRODUCTS COMPANY MASTER REVISIONS <br />W <br />O B B SEE CHART FOR DEADMAN N0. DATE REVISIONS PROJECT RELEASE <br />TK3-5 TK3-5 'D' DIMENSIONS PERMIT <br />-:2 TYPICAL FOR 10' DIAMETER TANKS <br />z Typical Tank Anchoring Access Cover Identification BID <br />z and Connections 18 Standard Two Point Fill CONST: <br />W 17 NOT TO SCALE: NOT TO SCALE: AS -BUILT _ <br />FI•: 2023-35A <br />F_ <br />CE <br />Q <br />WW <br />M <br />O <br />oQ <br />W< <br />Co. <br />E' <br />U� <br />CL <br />Q <br />a2 C <br />�jU <br />CL <br />cO <br />0 <br />+ <br />F. <br />Cd <br />USW <br />W <br />L <br />Z <br />M <br />Cd <br />o.. <br />VT <br />4_00 <br />0 <br />C <br />�IJJJ <br />7 <br />`2 <br />� <br />t^ <br />0 <br />O <br />0 <br />a. <br />� <br />N <br />G <br />U <br />Q <br />U <br />.I;. <br />Cd <br />W <br />Cd <br />J <br />F_ <br />CE <br />Q <br />WW <br />M <br />O <br />W< <br />W <br />F_ <br />W <br />U� <br />Q <br />a2 C <br />�jU <br />CL <br />0 <br />+ <br />F. <br />Cd <br />W <br />Q <br />C <br />o.. <br />zcri� <br />Z�O.4�t <br />CE <br />Q <br />r J <br />M <br />O <br />W< <br />Cd <br />W <br />Cd <br />b& <br />Q <br />a2 C <br />I.._ to _j <br />2 <br />U <br />C6y� 2 <br />Q0 <br />G�riNQ ENC1\N�0 <br />1ua vu m Aw ocscv �w , <br />18215 72ND AVENUE SOUrN <br />KENT, WASHINGTON 98032 <br />(20066)c25�11-6222. <br />BCE# ---- <br />proj. exe. drawn by <br />I=) Lv <br />0434 <br />eet file <br />TK3-5 <br />of <br />AR923/92335A.DWG <br />