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(OPENINGS IN SLAB 10 HAVE: 1-1/2 GROWN)
<br />28 B" k
<br />18 2" _ —112'1-44 I 5'-2" X.
<br />11 \CA
<br />iK3 -5 (1YP. -ANNL1LAfi INSPECTION WELL
<br />MONIFYURZ `.
<br />co
<br />n, <o FF1 T
<br />r 7v,
<br />r
<br />YSTAGF. SII OR RECOVERY ALL MANHOLE ACCESS COVERSac,5 1�-
<br />` ) TO BELOW GRADE SHALL BE
<br />-- - - - _ IQUID TIGHT AND LOCKABLE _
<br />t �TYP.)
<br />-A.r, PAVING
<br />18" 1 2"
<br />..r - 's` - �TY1 �AL�.)TYP. (fYV ALL) 78"
<br />k
<br />r> - .TK3-57
<br />--
<br />m
<br />SLAB ` i RECOVERY (STAGF. Q
<br />F
<br />_�-TEMP ALIGNMENT SPACER--�
<br />1 - - �2�---Y- ATTACHED IN FIELD IN
<br />---- -CONTROL r1E0 TO MANHOLE SKIRT o
<br />EXPANSION '- _ --- TYP. OF 4) TO BE REMOVED
<br />J'TOOLED': WITH OINTS TO BE : -AFTER INSfALlATION
<br />.n
<br />NOTE:
<br />SrA E u.
<br />.-
<br />-y€NI&APOR RECOVERY ALL IMNHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE
<br />( G ) T 0 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 WILLBE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF
<br />6"-4/4 WWM - THIS DESIGN REQUIREMENT IS NOT MET.
<br />r - 1 0 (.L mFER
<br />-- (TYP)
<br />�tyg�y3 REBAR CAGE IOP £r Ygp+�y
<br />INSPECTION HELL .'A OETWFFN FILLS -ALLTA AROUND COVER
<br />TYP.
<br />/n� _" ���� '� �
<br />K3 -gl �� -- - . -- -�-�
<br />NOT TO SCALE: -
<br />r6111�R 0!6✓<M
<br />NOT TO SCAI E•
<br />FILTER FABRIC ON BOTTOM FITTER FAIDPIC
<br />OF TANK HOLE-- EE NQTF NO. 1 REQUIRED DEADMAN DIMENSIONS
<br />IN UNSTABLE (AS DEFINED
<br />REPORT BY SOILS _
<br />SOIL IHF DIMENSION—
<br />MUST, BE 4FT FROM BOTH SIDES TANK DEADMAN DEADMAN DEADMAN
<br />AND ENDS (WITH FIDEItGLASS TANIaS) EANk SI"l_C LENGTH LE TNT�7GTTH HEIGHT WIDTH NOTE:
<br />���rrr��� }• 0" )Ai -PLOT V 'PL P ARCOND TAG FSIR QFLOLN WALL PITH COVER BLACK
<br />-. -
<br />MIN"I �'-' - �"- _-'--_ -�- PROPER PRODUCT I.D. TAG. DISTRIBUTION
<br />10 FT-. DIA IS RESpQNS18L.E FUR TDF-NTIFYING THF. TANKS
<br />LQOOO. GAL 5J 8 3/4 78 8 3/Q" 12" 19 WITH A.RL COLORS.
<br />NOTES:
<br />- � (1) FILTER FABRIC(DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED.
<br />y FABRIC MUSE k T€NO V ABOVE MAX. HIGH WATER TABLE
<br />AND MAY BE PINNE9 TO SDE OF HOLE WITH WIRE, ETC. SEAMS
<br />. iti ..�i. _ MUST BE LAPPED. 1 • MINIM M. - 0,(
<br />^/' 1 a ggw�ys� p1 (2) TANK .MUST B6 1 LCASTED BY FILUNG WITH WATER UNTIL 13ACKFILL - O
<br />I l .i*'�1 c ori 7Cg, for COMPLETE, f:AUT10la, DO NOT FILL FIBERGLASS TANK WITH � �•'�.�
<br />t +
<br />LIQUID UNTIL BACKFILL IS EVEN WITH TOP. SEE SPECIFICATIONS \\\
<br />C:)INOT
<br />-q Diameter hanks WHEN INSTALATION'IS COMPLETED, WATER IS TO BE COMPLETELY
<br />PUMPED OUT& MOPPED DRY SO THAT NO PROBLEMS OCCUR w/ STANDARD DETAIL FOR 10" 12"
<br />. ttPHASF' SEPARATION DURING WINTER OXYGENATED FUEL SENSOR. OR 14" ACCESS COVERS. NO
<br />Tp SCALE (3) UFADMEN TO BE INSTALLED IN A WE HALE OR WHEN REQUIRED •® OTHER MARKINGS ARE PERMITTED.
<br />• BY OWNERS ENGINEER OR AUTHORITY HAVING JURISULCTION.
<br />WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN
<br />COMPLIANCE WITH AUTHORITY HAVING JURISDICTION.
<br />FIBERGLASS TANK
<br />(4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO 'BE WITHIN 5 FT. -
<br />- -- OF GRADE CONTRACTOR SHALL NOTIFY ARCO FIELD ENC NEER
<br />-- --- CONCRETE "OFAOMAN", • WHEN MORE FOR DIRECTION ON ANCHORING. METHOD TO BE USED. �D ADMAN STAGE I VAPOR RECOVERY
<br />THAN ONE TANK IS INSTALLED THE OR. ANCHORING SLAB)
<br />DEADMAN BETWEEN TANKS SH LL BE
<br />1, _E IN WIDTH -TO ACCOMMODATE (5) WHEN ENGINEERED SHORING �IS REQUIRED DUE TO SI rE
<br />STAGE I VAPOR
<br />FOTO PART THE TANKS
<br />K(S>EIEUCHART) 14 ER OCKNDE S POAND RTING EE` FILING
<br />PENGGN S LALLING BECALCULATIONSVAB FILL PORT -- 6' ACCESS PORT
<br />A STATE CERTIFIED ENGINEER.
<br />- - '- - FIBERGLASS HOLD-DOWN STRAPS
<br />FURNISHED BY TANK MFR.
<br />& PLACED AT GESIGNATFD ` 4"x4" HIOH'NAY REFLECTOR MADKR FOR
<br />LOCATIONS. (NUMBER AS REQUIRED) - ,,,���/// DD FC IO
<br />Sty
<br />PRODUCT I ENTI I AT N. C L ER
<br />BALLAST TANK 3/4" WIRE. ROPE W/---- INSTALLED UYDACO•DFS fRx©U(IONNTEU
<br />IA, WITH WATER ONLY T IPLE V CLAMP 8" ACCESS PORI -
<br />(IF REQUIRED), COVER ENTIRELY W/ TO BE ORIENTATED THIS AREA TO
<br />LIBERAL'.. COAT OF TO THE SAME SIDE v REMAIN BLACK
<br />ASPHALT CEMENT AS TANK LEVEL GAUGE
<br />4LRFOf2 FId
<br />A
<br />FESTRAP _ •--WHEN DEADMAN
<br />IS PRECAST OUT API STANDARD COLORS.
<br />OF fhg HOLE ADD - --- ---
<br />- 2 J3 REBAR - --- - ONE #3 REBAR IN UNLEADED PREMIUM 92 OCTANE -• RED
<br />FULL LENGTH --- EA4;li COVER (4) UNLEADED 87 OCTANE -'WHITE
<br />Ic W/ 24 COVER UNLEADED PLUS 89 OCTANE - BLUE
<br />METHANOL - GREEN
<br />B i I, ----SEE CHART FOR DEADMAN
<br />DIMENSIONS
<br />TYPICAL FOR 10' DIAMETER TANKS`
<br />Typical Tank Anchoring Access Cover ld�niifi�ation
<br />�r d (0;� I onhection 0-tandard Two Point 'Fill
<br />17
<br />18--
<br />NOTNOT T
<br />'TO SCALF: - O SCALE: -
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<br />e 2020 35A
<br />At I •
<br />T�.
<br />.'�
<br />— 8" CONCRETE TANK SLAB-
<br />18" -
<br />W/ 6x8/#4/4 WWMJ r
<br />_ y
<br />A.C, PAVING
<br />3" MIN. •. �.-_.._ (,�Cn gto
<br />,\ �a
<br />-, 3 TOP & BUITOM
<br />ROUND ALL PENETRATIONS (IYP)
<br />i
<br />. 4<
<br />r�d
<br />DATE I REVISIONS
<br />FILL PORT
<br />T}KODU�T IDENTtrICAf10N�t2 COLO�f D FOR
<br />PER API SL1W]ARD`3. EPDXY MOUNTED
<br />INSTA.I_LED BY ARCO, UISTRIBUTIUN
<br />-•-THIS AREA TO
<br />. REMAIN BLACK
<br />PROJECT RELEASE
<br />--- --- `PERMIT 6/27/97
<br />BID
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