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(OPEMNGS IN SLAB TO HAVE 1 ---- 1 /2" CROWN)
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<br /> TYP, , -ANNAE R INSPECTION WELL
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<br /> MONITOR
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<br /> IT
<br /> ---------- ---
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<br /> _____�_.._.VEN'T VAPOR RECOVERY AI..L MANHOLE ACCESS COVERS 14 1 1 GICU 0
<br /> c (STAE II) TO BELOW GE2AE SHALEL 0
<br /> _ BELO
<br /> __..._, __ p z. _ ^___m^.__
<br /> ,wSIQI TIGHT AND LOCKABLE
<br /> - —
<br /> F A.C. PAVING
<br /> 0
<br /> 0
<br /> _ __ _
<br /> G" CONCRETE TANK SLAB 0 ff. C
<br /> — 1 1�, ,� x, _1 " " PP W/ 6X6/#4/4 WWM :
<br /> t } (TYP, ALL 1 1� TY A�,.I ) 1 1
<br /> j : TYPw TYP,) _ 1 m
<br /> TYP.
<br /> 0 (D
<br /> LJ -�-I "' mm A.C.. PA
<br /> - _ ._ CO Cd
<br /> ply
<br /> p ro W y -0,.m. .. �— 6 m%�...1. N""Y' �� TWO
<br /> "e p Y -.S° ..m..�^ 4 a ..m-....-^»
<br /> pyd� y�-q ,gyp
<br /> '( . ..,.,..... ...« w y a A .... fi '4V d Ty��pd
<br /> NY +f
<br /> ... �* p .mom
<br /> < 4....�.m ...a x_.--.4..'P"."
<br /> NFIRWOMP
<br /> FILL VAPOR __ _ -.._ _ _ _ _
<br /> RECOVERY (STAGE 1) ._ .._ .--. � 3" N. -
<br /> SLABco
<br /> _ m
<br /> a __. _ ... _..._,.. __ ._, .._ A..,_.
<br /> TEM ALIGNMENT ACs R-
<br /> ____. _ TOP �c BOTTOM M
<br /> IMS C _ ATTACHED IN FIELD IN
<br /> (7 Z - _ .^ _.,_ CONTk OI_ _ FIELD TO MANHOLE SKIRT `� ROUND ALL PENETRATIONS (TYP)
<br /> TOM
<br /> ,_D 0 _J _ _
<br /> EXPANSION
<br /> __._._ (TY'P" OF 4) TO BE REMOVED
<br /> Q < JOINTS TO BE. AFTER INSTALLATION
<br /> "
<br /> WITH N
<br /> ' 0 00 3/E3" RADIUS
<br /> oCe to,C
<br /> � a -...„
<br /> L.., NOTE:
<br /> -'m c --VENT VAPOR RECOVERY ALL. AHC>LES CSN TH TANK SLAB SHALL ISE' INSTALLED WITH A 1-1,/ " GROWN OF" ONC�REITEir
<br /> - - _ .
<br /> (STA. E II) TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE ARCO FIELD ENGINEER WILL BE; REQUIRED Cu
<br /> TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR ILL BE
<br /> PAID CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF 0
<br /> F- _._..__._. _ ._ - : 6"x " C /1 G 4 WW O ) THIS DESIGN REQUIREMENT IS NOT MET,
<br /> ® : .
<br /> CIO
<br /> 1 Pm_D" CHAMFER
<br /> (T-yP.) E
<br /> .g3REBAR CAGE TOP c
<br /> BETWEEN FILLS
<br /> O'TTOM " COVER TYP» Typical Slab at Tanks
<br /> INSPECTION WELL- A _ ALL AROUND PENETRATIONS
<br /> TK35 NOT TO SCALE: Cu
<br /> j16r
<br /> Typical Tank Slab Reinforcing
<br /> i
<br /> NOT" O C�AI.f:.»
<br /> FILTER FABRICLE FABRIC BOTTOM
<br /> � N
<br /> . ,
<br /> SEE NOTE N 1
<br /> .
<br /> d� TANK 14
<br /> OLE
<br /> T OLE
<br /> IN UNSTABLE. AS DEFINED BY SOILS REOUIRED DEADMAN DIMENSIONS
<br /> .. .: ,
<br /> REPORT) SOIL L E. DIMENSION
<br /> C'°
<br /> . MUST BE 1° FROM BOTH SIDE TAN K DEADMAN
<br /> DEADMAN DEADMAN .
<br /> ,
<br /> AND F
<br /> NOTE.WITH FIBERGLASS TANKS _
<br /> ,r
<br /> SPORP ARCO CONSTRUCTION WILL.. PAINT COVER BLACK
<br /> AND TAG EACH FILL RISER WITH. THE
<br /> PROPER PRODUCT I»D. TAGA DISTRIBUTION
<br /> , ;
<br /> MIN
<br /> 10 FT, DIA.
<br /> IS RESPONSIBLE FOR IDENTIFYING THE TANKS
<br /> GI,000 CAE_
<br /> WITH A»P,I, COLORS.
<br /> dd
<br /> ,
<br /> Y'
<br /> pJy �puq�
<br /> eGm Vw4' ,.. ....i.,...,.«.wm....,,..n.........m«..+. ...e.....».«_,........� ...............m....,_,.m�..,.»,..,..,. mmm-
<br /> MIN
<br /> CL
<br /> T
<br /> (1) FIL-TER FABRIC (DUPONT TYPAR OR MIRAFI EOOX) IS REQUIRED.
<br /> , k
<br /> FABRIC MUST EXTEND 1' ABOVE MAX. HIGH WATER TABLE
<br /> -- ANID MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS
<br /> 3Fa"
<br /> 18" MUST BE L...APPED 1' MINIMUM,
<br /> Typical Anchoring forCONK MUST BE BALLASTED BY FILLING= WITH WATER UNTIL BACK: FIL
<br /> O
<br /> TANK
<br /> C° 1TItl Dt NOT FILL FIBERGLASS TANK WITH
<br /> a a
<br /> LL IS EVEN WETI-9 TOP, SEE SPECIFICATIONS
<br /> (2) 10'-0"
<br /> LIQUID UNTIL BACK FILL WATER IS 1"O BE COMPLETELY
<br /> BPUMPED SOOT STI MOPP N IS COMPLETED,
<br /> ED DRY SO THAT NO PROBLEMS OCCUR wf
<br /> . ,� ..__.m STANDARD OF FOR 1 O" 1 "
<br /> ___ ____ _ __ _._ �____. _.__�� m..._ ._._,_. .
<br /> PHASE SEPARATION DURING WINTER OXYGENATED FUEL SEN aOR. __ � - � � ..
<br /> ( ) OR 't 4" ACCESS COVERS, NO
<br /> NOT TO SCALE: DEADMEN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED OTHER MARKINGS ARE PERMITTED,
<br /> BY OWNERS ENGINEER OFFS AUTHORITY HAVING JURISDICTION.
<br /> WHEN REQUIRED, THE ANCHORING SYSTEM SHALE.. BE IN � �
<br /> COMPLIANCE WITH AUTHORITY HAVING JURISDICTION,
<br /> Cd
<br /> TACE I VAPOR RE'rC)OVERY FILL PORT
<br /> NEW FIBERGLASS TANKCf
<br /> s (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. �"" " "
<br /> >N
<br /> OF GRADE CONTRACTOR SHALL NOTIFY ARCO FIELD ENGINEER - 4"' I- lGHWAY REF LECTOR MARKER FOR
<br /> --m_.--CONCRETE "DEADMAN". WHEN MORE FOR DIRECTION ON ANCHORING MF ThIOD TO BE U EC . (DEADMAN �°` - - FILL. FORT PRODUCT IDENTIFICATION. CC E„ORED °
<br /> THAN ONE TANK IS INSTALLED THE PER
<br /> API STANDARDS, EPDXY MOUNTED
<br /> OR ANCHORING SLAB)
<br /> ch
<br /> DEADMAN BETWEEN TANKS SHALL BE
<br /> ' DOUBLE IN WIDTH TO ACCOMMODATE (5) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE � INSTALLED BY ARCO DISTRIBUTION
<br /> BOTH R” TANKS. THE TANKS MUST BE CONDITIONS AND ENGINEERED SHORING PLAN UTILIZING I P" ,C '
<br /> .. --p C3 APART MINIMUM (`SEE CHART) INTERLOCKING STEEL. SHEE'f PILING SHALL BE PROVIDED AND C ACCESS PORT
<br /> CK
<br /> SHALL. INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY STAGE I VAPOR RECOVERY___-_
<br /> A STATE CERTIFIED ENGINEER.
<br /> I ' ____._- �_ i -.__.__ ._._ FIBERGLASS HOLD--DOWN STRAPS
<br /> FURNISHED BY TANK MFR, �
<br /> PLACED AT DESIGNATED �, - 4""x4" HIGHWAY REFLECTOR MARKEIR FOR
<br /> LOCATIONS. (NUMBER AS REQUIRED) " PRODUCT IDENTIFICATION, COLORED42 11
<br /> BALLAST" TANK
<br /> �� 4 WIRE ROPE W „�° PER API STANDARDS, EPDXY MOUNTED °
<br /> PR -- INSTALLED BY ARCO DISTRIBUTION
<br /> WITH WATER ONLY T IPE.,E V CLAMP S ACCESS PORT-
<br /> C) PAP
<br /> (IF REQUIRED) COVER ENTIRELY W/ TO BE ORIENTATED - "
<br /> 'F3' ALIBERAL SPHALT CEMENT AS SAME
<br /> SIDE -- 'THISTHIS AREA TO THIS AREA T(7
<br /> RAIN EMBLACK E�EMAIN BI ACK
<br /> ENO
<br /> �
<br /> 4 ROD "HAIRPIN" 9 7 AVENUE K&WING M0 ICK
<br /> TH
<br /> NE FOR EA. STRAP __.-. WHEN DEADMAN KENT WASHINGTON 98032
<br /> IS PRECAST OUT (206) 261-6222
<br /> OF THE HOLE ADD API STANDARD COLOR
<br /> 3 REBAR--�,._.�....mm--_ -- ONE. . REBAR IN UNLEADED PREMIUM O OCTANE - RED
<br /> FU E_ C_ENGTH
<br /> EACH COVER (4)
<br /> W/ COVER UNLEADED X37" OCTANE -- WHITE
<br /> PC UNLEADED PLUS £39 OCTANE - BLUE
<br /> rr= erre eo d Le
<br /> METHANOL, - GREEN
<br /> NO. ARCO 'PRODUCTS COMPANY MASTER REVISIONS ..
<br /> � B B �_�_ __SEE CHART FOR DEADMAN _. ,_:C ...�._ ....� _ ____ __._, ___.._ .-__ _-.m� � �:�m � NO: DATE � � REVISIONS PROJECT RELEASE prof. exe. �3rr��� day
<br /> TK5 TK5
<br /> DIMENSIONS 4/20/90
<br /> TYPICAL FOR 10' DIAMETER TANKS
<br /> PERMIT
<br /> project facility
<br /> Typical Tank Anchoring Access Cover Identification
<br /> "
<br /> B1D2186
<br /> LJJ
<br /> LAJ and Connections Standard Two Point FIR I
<br /> CONST, Sheet /` 1Ile _
<br /> z 18
<br /> i NOTTO SCALE
<br /> TK3-5
<br /> F oowo
<br /> 4
<br /> /rTITurummil",
<br /> OL
<br /> NOT TO SCALE:
<br /> AS-BUILT
<br /> of
<br /> law C23—
<br /> .ARD 3/9 3 5A.Del ;
<br /> ,
<br /> t r ,
<br />
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