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<br /> GENERAL NOTES
<br /> --- - _
<br /> f MANHOLE MANHOLE 5'-0' 5'-O" AN
<br /> tx 6 5'-0" f}_MANNOLE 5'_O„ 5'_0^ CE 5'-0" 6 t. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT,
<br /> ADDITIGNAL ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL t
<br /> REINFORCEMENT REINFORCEMENT 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH.
<br /> z REINFORCEMENT 1Wy REINFORCEMENT REWFORCEMENT 3. CONCRETE SLAB TO BE SEALED WITH AOUACAETE W820.
<br /> r, Z r • DU6 ; Z ¢ O N Q
<br /> REINFORCEMENT a Ia REINFORCEMENT Z
<br /> a mid a ~ TrP a ~ a N.T.SI aZ off$ �;. I m F - o I 5 STEEL REBAR SHALL BE SUPPORTED BY CHAIRS DOBE),
<br /> c[ 2'-0'
<br /> O.r. -^• . .-ne FY-••^.:T YO \ '. re dr•�. .-v T!.r� ' a F m 2,-O•' 4�
<br /> -- -- i o °a ~ m N.TO \ T;, ad8 ca0. (TYP ) W a p (TYP) . API COLORED REFLECTORS SHALL BE INSTALLED AT THE
<br /> 1 < p C p _ FILL ENO MANHOLE PERIMETER.
<br /> r-t -r:, •-•s -.+ t Y :•i-. Y t"•,' �..r"". ' — .s. I .- te:•`-t.-•" -i :r
<br /> BENCNETS TAHCKS®A EASL �\ \ CBE ONCNETS"TANK
<br /> TNCKSI ARHAII
<br /> ��i WITH 2 LAYERS OF RE-BARS
<br /> WITH 2 LAYERS OF RE-BARS
<br /> CONCRETE TANK SLAB SECTION sa BAR ® +s" O.C.
<br /> TE TANK
<br /> CONCRESLAB SECTION — EACH WAY,
<br /> SCALE•, 3/e'=+'-0'
<br /> 42" 0 COMPOSITE 42' 0 COMPOSITE
<br /> 5g '
<br /> MANHOLE 59
<br /> I
<br /> 3" CLEAR (TYPICAL) 3' CLEAR (TYPICAL)
<br /> 1
<br /> 18" MANHOLE
<br /> 18" MANHOLE —_
<br /> ' 34 -�� (SECURED)
<br /> (SECURED) i t
<br /> I C6
<br /> #4 BAR •D 16" O.C. III I 1 III .I
<br /> EACH WAYII . I I-
<br /> I-
<br /> -
<br /> I I I-
<br /> -1_I- 36" MULTI-PORT _
<br /> }7 36"' MULTI PORTa:- h1ANHnLE 1 4
<br /> MANHOLE
<br /> 4
<br /> I (37)
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<br /> rill
<br /> U_1'1�1_111111_11
<br /> . 3' CLEAR (TYPICAL) �II I-
<br /> 3" CLEAR (TYPICAL) --I-
<br /> -
<br /> II
<br /> CONCRETE TANK
<br /> CONCRETE TANK
<br /> SLAB
<br /> SLAB
<br /> 6 ca _
<br /> _
<br /> pb BAR HOOP TIED
<br /> fl4 BAR HOOP TIED I TO SURROUNDING BARS.
<br /> TO SURROUNDING BARS. I�I}
<br /> (TYP.) Mo.)
<br /> ff
<br /> I�I-I1I�-1II-1-1III-1II�-
<br /> 1-1I
<br /> 1-
<br /> API COLORED REFLECTOR
<br /> MARKERS
<br /> API COLORED REFLECTOR
<br /> IDENTIFICATION MARKERS (TVP.) SENT/_j'IDENTIFICATION MARKERS (TYP.}
<br /> $EE� SEE; i 31
<br /> 37 �/
<br /> IN
<br /> 1 MANHOLE MANHOLE 2'-0" MIN (TYPICAL) - r - `L MANHOLE 2'-0" MIN, (TYPICAL l( •MANHOLE
<br /> 2-j6 BARS, EA. SIDEOF
<br /> 2-q6 BARS, EA. SIDE OF 1'-0" 1'-O" 10' 1 -O. 2 O" MANHOLE
<br /> L7YOP
<br /> 110 -0" 2._0.. )' TYP. ° _MANHOLE TYP TYP.
<br /> EA SIDE OF MANHOLE
<br /> CO 5-0.1
<br /> _0• 2-q6 BARS, 9'-0' LG.
<br /> E EA, sloE of MANHOLE CONCRETE TANK SLAB PLAN
<br /> CONCRETE TANK SLAB PLAN
<br /> `y SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
<br /> N
<br /> 7
<br /> o Z CONCRETE SLAB AND REINFORCEING FOR 8' DIAMETER - 10,000 GAL. TANKS 1 CONCRETE SLAB AND REINFORCEING FOR 8' DIAMETER - 12,000 GAL. TANKS
<br /> SHOWN �_ AS SHOWN
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<br /> ' Chevron 0. .S.A.. Inc. ("Chevron") owns the copyright rights to the design of the herein described fueling >
<br /> system as embodied In any tangible or electronic medium of expression including all budding o
<br /> 1/4" STAINLESS STEEL, designs, architectural plans and drawings. The copyrighted material Includes the overall form as well as
<br /> w 1:4 SLOPE EDGE TO 3/8" RADIUS (BOTH SIDES) COUNTERSINK PHILLIPS the arrangement and composition of spaces and elements in the design, but does not include individual
<br /> In JOINT SEALER CONCRETE TANK SLAB BEFORE REMOVING BULKHEAD-FILL HEAD, MACHINE SCREW standard features. Anyone who wishes to copy. distribute or sell this drawing or any derivative works
<br /> CONCRETE YARD SURFACE d4 BARS ® 18" O.C. WITH ELASTOMERIC JOINT FILLER based hereon must have the prior written consent of Chevron, except for copies made for the sole
<br /> OR A.C. PAVING AS OCCURS EACH WAY. ry ELASTOMERIC JOINT FILLER PROVIDE BOND BREAKER _ API COLORED REFLECTOR 31 ret of Pi Q
<br /> purposepreparing construction drawings for Chevron branded Facilities and all such copies shall be
<br /> �,.. returned to Chevron upon request
<br /> TOOLED i0 i/4" ��` ° 5/8- BEYOND
<br /> SHAFT E TO TEND c 1995 Chevron U.S.A. Inc. All rights reserved.
<br /> t/a" RADIUS - l� w -- . w '— �� e b S 8" BEYOND REFLECTOR g -
<br /> N ° +n �.
<br /> ' 4 < ° d k /
<br /> .a '.° ° a o 0 .
<br /> , The drow,ngs, calculations, and any specific reference to equipment, materials or components
<br /> .° ,d o ° ° a ° �° 1/4" STAR, STAINLESS STEEL if included herein, are generic and not designed for site specffc oPPlicotions, Chevron does na4 warrant
<br /> e I ° CONCRETE INSERT or guoronty the accuracy, completeness, merchontabllty, intended use or applicability of such;drgwings,
<br /> 2olculations, and any referenced equipment, materials or components, to the requiTemenl3 or Q
<br /> ° 1 1/2° OR 1/4 SLAB DEPTH I''�'; D CONCRETE TANK needs of your site or local area, Consult a registered architect or professional engineer to determine
<br /> FILL `OATH SEALANT
<br /> °
<br /> ' - L-•'-' HOLD DOWN SLAB any site specific design, applicability, occesslbility, building code, municipal requirements and any and .
<br /> AGGREGATE a) % +
<br /> BASE ] \\` °' - 10 o u D'. all applicable federal, state and Tocol statutes, rules and regulations which may affect your site
<br /> ___ I //\ / / - Chevron does not provide these servicesDISCO .
<br /> (MIN.
<br /> U COMPACTED / O / CONTROL
<br /> -D T (BARS R PEA GRAVEL BACKFILL W
<br /> \\�/\\ v v\ CONTROL dGINT (LOAD TRANSFER
<br /> SUBGRADE 2' 0" IS ACCOMPLISHED w/ AGGREGATE
<br /> 1 TANK BLAB PLAN, SECTION AND DETAILS W,000 AND z
<br /> u1- PROVIDE NON-BONDING J" INTERLOCK) (TYP, ® EA. SIDE OF JOINT) - ----
<br /> MATERIAL 0 VERTICAL L-3/4"x18" SMOOTH DOWELS g• 'X" : CONCRETE SLAB THICKNESS X + 2 12,000 GALLON, B' DIAWMR -DOUBLE WALL"
<br /> Y FACE OF FIRST POUR - ® 12 O.C. GREASE END IN FIRST - 5 Chevron
<br /> G POUR - LOCATE ® f,ENTER OF SLAB ry0TE5, T —
<br /> ABeRcx.ns8 TANKS 9-42755
<br /> DO NOT USE KEYED CONSTRUCTION JOINT fOR SLABS LESS THAN 6" THICK.
<br /> 7. '---
<br /> PEA GRAVEL BACKFILL Marketing - 2905 W. BENJAMIN HOLT DR.
<br /> 2. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE
<br /> ' BACK SIDE OF KEYED FORM IS SAW-CUT.
<br /> STOCKTQN, ,CA
<br /> a --- —
<br /> _ Revtelane SCALE, Ua••r-o• DATA ,u5E1`536
<br /> OR. CRCL-� APP.
<br /> Er
<br /> 6 TANK SLAB EDGE 5 NO SCALE
<br /> TOOLED CONTROL JOINT CONSTRUCTION JOINT , `3 API REFLECTOR MOUNT DETAIL r— -- a js 2I C
<br /> NO SCALE NO SCALE 1 =t --0'
<br /> — FOR REFERENCE ONLY, EXISTING TANKS TO REMAIN
<br /> ®CT o 9 1996
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