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(OPENINGS IN SLAB TO HAVE L -1/2" CROWN) A ANNULAR SPACE MONITOR U" FILL & VAPOR TK3--5 'IYP. RECOVERY (PHASE 1) - INSPEp1tON WELL M ' M Q 4 ;4 I y d rt TOL BELOW OGRADE SHALLLE ACCESS BE w 'W LU)IJIU TIGHT AND LOCKABLE ✓� '.' .• � (IYP.) 4 A.C. PAVING 8" CONCRETE TANK SLAB �1YP. ALL) tYP�AIL __,18"-__ __ 1f�" W/ aXa/�fM1/4 WWM M/ DP 1 ) •yEN(/yAPUR RECOVERY W ��Ta�❑ A.C. PAVING (PHASE II) ._ - ._ -.>� �.r ;•;-; ._ _ lllllllll - - 03 ,I N ter- '� "° ;,u • • _ s — -" �t t - - p Vu r/ :'r s ♦ �• — - I ' - `+,. a ... ., �� - -' - •r• .�' ' "- - — ;� - 4D z I � '�'. iP lP:a �.- L i• - 'i ' s .__.,_. s :� - - r1 -_ !�j iiI111111ii(1fl�l(�f�lil ` ;, ' - -_ Y _ � .._. >. �3.' MIN. _ � !' ---TEMP. ALIGNMENT SPACER 3" MIN A1FACHFO A FIELD TO -••� ' MANHOLE SKIRT (IYP. Of 4) - 2OUN0 ALL PENETRATIONS TYP --- CONTROL. � � TO BE REMOVED AFTER TOP BOTTOM �- (TOP) 1' EXPANSION y - _. - INSTALLATION --____-Jl -^ • _ I_ JOINTS TO BE VVl - TUULE.D° •NIM �� a. 3/6" RADIUS O d NOTE: r ---8" x 6"-4/b WWM ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1--1/2" CROWN OF CONCRETE WJ ,,,,,,yyy�� (OR #3 4 1B" AC) TO PREVENT WATER INTRUSION INTO ME MANHOLE. THE ARCO FIELD ENGINEER WILL BE REQUIRED "'�6. TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE JV'0 X. PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE 51-AS AT OWN EXPENSE IF - THIS DESIGN REQUIREMENT i5 NOT MET. 14 .:� ' ::'� T L I ®r --- - V-0" CHAMFER qq BOTTOM 2" COVER IYP. AR CAGE TOP INSPECTION WELL A /�) Typical 'Slab" at Tanks ALL AROUND PENFTRAHONS \(\ NOTE: SEE TK1-t FOR SITE SPECIFIC TANK ARRANGEMENT .� Typical Tank Slab Reinforcing Nor TO SCALE. NOT TO SCALE: FILLER FABRIC ON BOTTOM FILTER N FABRIC REQUIRED DEADMAN DIMENSIONS �;F TANK HOLE SEE NOTE 110. 1 NOTE; IN UNSTABLE SOIL (AS TH DEFINED TANK DFADMAN OEADMAN DEINDMAN ARCO CONSTRUCTION WILL PANT COVER BLACK BY SOILS tFT,REPORT) THE DIMENSION ES Must BE M1 FT, FRG¢A' BOTH SIDES TANK SIZE LENGTH LENGTH pEPI'H WIU(H AND TAG EACH Flu RISER WITH THE PROPER PRODUCT I.D. TAG. DISTRIBUTION AND ENDS ('NITH FIBERGLASS TANKS)'- FA• ♦O1 !^r TDF IS RESPONSIBLE FOR PAINTING THE CORRECT A.P.I. COLORS. MIt C 4 0' DIA. W-9 1/$ 7'-9 1/4" 8" Ir 560 GAL t I / H) FT. DIA. t _J MIN 10,000 GAL 21'-5 I/4" 22'-5 1/4" 1'2" 18" - 12,06 C10 FT AL '2V-1/4 25'-I/M1" 12" 18" STANDARD DETAIL FOR S. 17' ^ OR 1M1" ACCESS COVERS MIT (\,•,J� OTHER MARKINGS ARE PERMITTED. TO F7. DIA. 29'-5 3/b" 30'-5 3/4" 12" 1B" 15,000 GAL LI0 FT. DIA. sr-B s/�' 3B'-a 3/b" 1z" 1B'T A�preal Anchoring for 0,ODG GAL M 10'-0» Diameter Tanks NOTES: B NOT TO SCALE: (d) FILTER FABRIC 4DUPONT fYPAR OR MIRAFI 500X) 15 REQUIRED. , FABRIC MUST EXTEND V ABOVE MAXIMUMM HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH IRE, ETC., SEAMS STAGE I VAPOR RECOVERY FILL PORT %= ---NEW FIBERGLASS TANK MUST BE LAPPED V MINIMUM. - (2) TANK MUST BE BALLASTED BY FILLING WITH WATER UNTIL BACKFILL Pt _` CK `Y -- —CONCR TE "DFADMAN'. WHEN MORE IS COMPLET€. At TI : 00 NOT FILL FIB RGLASS TANK WITH PRODUCT ��^\\� .� x4" FJIGHWAY F � YOR R tRy FOR u THAN ONE TANK L-$ INSTALLED THE UNTIL BACKFILL ' WITH TOP. SEE PECIFICATIUNS. \ --FILL PORT - PRODUCT ID€NTIF A 4f C. EU D - DDEIA�OMAN BETWEE TANKS SHALL BE WHEN INSTALLATION IS COMPLETE, WATER 15 TO BE COMPLETELY PUMPED \ PER API STANDARDS. EPDXY MOUNTED BOTH TANKS. IDTH TO ASCO ?UT -C�UY AND MOPPED DRY 50 THAT NO PROBLEMS OCCUR WITH PHASE \� \ INSTALL€D D'( ARCO UISTRIBIJTION U SEPARATION DURING 'WINTER OXYGENATED FUEL SEASON. -� ri' ACCESS PORT - ` • '�..J%' * ►•"" �v� J'-0" APART SEE CHANT) / -- �� (3) OR WH N TO UI INSTALLED INA EWETNG HOLE OR WHEN REQUIRED 0'f OWNERS ENGINEER STAGE I VAPOR RECOVERY— 4 • a ` -- -,.� OR AUTHORITY HAVING JURISDICTION. T10N . C - ------ - FIBERGLASS HOLD.-DOWN STRAPS WHEN REQUIRED, THE ANCHORING SYSTEM FURNISHED BY TANK MFR. SHALL BE IN COMPLIANCE WITH AUTHORITY & PLACED AT DESIGNATED PLANING JURISDICTION. 1 LOCATIONS. NUMBER AS REQUIRED r - 4"x4" HIGHWAY R FLttON, ,M ALR E FOR ( ) (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE FR000CT IOENIIFIATIUN. COl9�E WITHIN 5 FEET OF GRADE CONTRACTOR SHALL NOTIFY PER AAPPI STANDARRS. EPDXY MOUNTED \ BALLAST TANK ARCO FIELD ENGINEER FOR DIRECTION ON ANCHORING 8" ACCESS VORT- � WSTALLED BY A,4,0 OISiRIBIJTION$ A W11H WATER ONLY METHOD TO BE USED. (OEADMAN OR ANCHORING SLAB) (U qE ORIENYATEO ` THIS PJ2FA TO THIS AREA TO 'B• (IF REQUIRED) (5) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE To ME SAME SIDE REMAIN BLACK REMAIN BLACK CONDITIONS AND ENGINEERED SHORING PLAN UTILIZING AS TANK LEVEL CAU GE INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY f -- - - .J A STATE CERTIFIED ENGINEER. .5�4" WIRE ROPE W/-- API STANDARD COLORS f IPL E V CLAMP --•---- COVER ENTIRELY 'W/ \ ((EC)) UNLEADED PREMIUM 92 OCTANE -- RED LIBERAL COAT OF (EC3 UNLEADED 87 OCTANE - WHITE ASPHALT CEMENT IEC UNLEADED PLUS 89 OCTANE - UI.Uf- - A$ ROD "HAIRPIW--_ mr» 8r ra e15_5 ONE FOR EA. STRAP WHEN OEAUMAN Ig PRECAST OUT ' /� �C,)� OF ME NOE ADD Access Cover Identification _ _ 2 3 t2E13AR---- 4 --'c OFA H'COVER�(4)N Standard Two Point Fill NO. DATE REVISIONS PROJECT RELEASE Prof, eXu. drum) by FU I. LENGTH T, ._. — -- ----- �, 'W y Y' COVER { SHK TYPICAL FOR 10' DIAMETER TANKS 1C i8 ------- -- --- - ----- - --- - PERMIT Typical e� {,� � fp SCALE:- �Pro)�Irt 7 facility — ( ypical Tank Anchoring - SEE CHART FOR DEADMAN , • DIMENSIONS BID and Connections �` o- - CONST. oneni ji+ta'-- - 1� — ---- - - --- -- - — � ARCRITEMRE • ENGINEERING • ENYIRUNMENTAL SERVICES NOT TO SCALE: 550 HONE AM SIE. 504 SALRANENTO, CA 95825 (916) 846-4005 A5'BIJILf - { � 08W► Mc JLNiN W. JOHtiso,4, ARuOIECT JAMES H. NAY, CIVIL ENGIN(ER nl Fife: 201'1-38A �.