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MANHOLE MANHOLE GENERAL NOTES
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<br /> ADDITIONAL REINFORCEMENT 'ADDITIONAL REINFORCEMENT 6 ADDITIONAL REINFORCEMENT ]ADDITIONAL REINFORCEMENT 1. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. 1'
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<br /> 6 6 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH.
<br /> 2•_0• 3. CONCRETE SLAB TO BE SEALED WITH AgUACRETE W620.
<br /> e� G ga. ,ro � a- I TVP.
<br /> z (r.-- - ---�) � go. a $a I TVP. 'r 4. STEEL REBAR SHALL BE SUPPORTED BY CHAIRS (DOBE).
<br /> o II 5. API COLORED REFLECTORS SHALL BE INSTALLED AT THE
<br /> .--rv-T> •:.� +.' :�,r+. .t.= �x-�"r• •`-,-'.^Y '4«" . r'-f ' -1- r-^.--.,..s•:. .. .�
<br /> ��, � ,,,.,.�., I ,A-.ty.w.•. . .^�° I •T s — :.._-. '� , . I tir .+..� -•.., FILL END MANHOLE PERIMETER.
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<br /> CONCRETE TANK SLAB SECTIO17 1 1 1 CONCRETE TANK SLAB SECTION
<br /> SCALE: 3/8"=1'-0' SCALE:
<br /> 42' a COMPOSITE I I 42' 0 COMPOSITE
<br /> MANHOLE gg z_ MANHOLE gg z
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<br /> 18" MANHOLE 18' MANHOLE
<br /> (SECURED) 34 I (SECURED) 34
<br /> y4 BAR O 18" O.C.
<br /> EACH WAY. :���
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<br /> 10,
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<br /> 11-1-1
<br /> 3' CLEAR (TYPICAL) ���x I- -I-I- 3° CLEAR (TYPICAL) lr r AID,\Tip
<br /> I-I-1-I 1-1-1-1-
<br /> CONCRETE TANKCONCRETE TANK
<br /> SLABsi�l - SLAB
<br /> A'4 BAR O 18. O.C.
<br /> EACH WAY.
<br /> 5tt 5
<br /> /4 BAR HOOP TIED - II II(I
<br /> '17 7111
<br /> (7YP.) II M4 BAR HOOP TIED / \ ( IIIIIII
<br /> TO SURROUNDING BARS. v4 ,S -I- TO SURROUNDING BARS. v' w ,S ( ) I-I-I-I-
<br /> _ (TVP.) ' ' I
<br /> API COLORED REFLECTOR 31 ATIONMARKERS (TVP.)AP[
<br /> TIC REFLECTORRED 31
<br /> IDENTIFICATION MARKERS (TYP.) O
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<br /> DPW 1-2100 SERIES THREAD-ON 1•-0' 2'-0" 2-,Y6 BARS, EA. SIDE OF - OPW 1-2100 SERIES THREAD-ON 1'-0" 2'-0' 2-(6 BARS, EA. SIDE OF
<br /> SPILL CONTAINERS AT FILL & TYP TZ MANHOLE SPILL CONTAINERS AT FILL &
<br /> TVP. TVP. MANHOLE
<br /> VAPOR RECOVERY oR PQNAL xb VAPOR RECOVERY o1s e:��4nt. �
<br /> 5 -0' 2-g6 BARS, 9'-0" LG. 5-0' 2-N6 BARS, 9•-0" LG.
<br /> CONCRETE TANK SLAB PLAN EA, SIDE OF MANHOLE CONCRETE TANK SLAB PLAN EA. SIDE OF MANHOLE
<br /> �MANNOLE MANHOLE
<br /> 2 CONCRETE SLAB AND REINFORCING FOR 8' DIAMETER - 10,000 GAL. TANKS 1 CONCRETE SLAB AND REINFORCING FOR 8' DIAMETER - 12,000 GAL. TANKS
<br /> NO SCALE NO SCALE
<br /> Chevron U.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 building O
<br /> JOINT SEALER CONCRETE TANK SLAB 1:4 SLOPE EDGE TO 3/8` RADIUS (BOTH SIDES) designs, architectural plans and drawings. The copyrighted material Includes the overall form as well as
<br /> ' BEFORE REMOVING BULKHEAD-FILL the arrangement and composition of spaces and elements in the design, but does not include individual
<br /> CONCRETE YARD SURFACE k4 BARS O 18O.C. WITH ELASTOMERIC JOINT FILLER standard features. Anyone who wishes to copy, distribute or sell this drawing or any derivative works
<br /> OR A.C. PAVING AS OCCURS- EACH WAY. iv ELASTOMERIC JOINT FILLER based hereon must hove the prior written consent of Chevron, except for copies made fa the sole
<br /> PROVIDE BOND BREAKER purpose of preparing construction drawings for Chevron branded facilities and all such copiesshall be
<br /> u. TOOLED TO 1/4" i`+ a returned to Chevron upon request.
<br /> .S.A.
<br /> 4 .. e e a o < • 1/4' RADIUS a _ e4^— s w �� .d 'a K ©1995 Chevron UInc. All rights reserved.
<br /> 4 a e 4 ,d Ci e ' 4 0 a The drawings, calculations, and any specific reference to equipment, materials or components,
<br /> 4 if Included herein, ore generic and not designed for site specific applications. Chevron does not warrant
<br /> or guaranty the accuracy, completeness, merchantability, Intended use or applicability of such drawings,
<br /> a 2. OR 1/4 SLAB DEPTH calculations, and any referenced equipment, materials or components, to the requirements or Q
<br /> AGGREGATE m N ' '4 FILL 'MTH SEALANT needs of your site or local area. Consult a registered architect or professional engineer to determine
<br /> BASE / \/\�j\ / 4 -�c- • e a 10 Z any site specific design, applicability, accessibility, building code, municipal requirements and any and
<br /> v� all applicable federal, state and local statutes, rules and regulations which may affect
<br /> / �j pp g y your site.
<br /> COMPACTED___l�""`\\�/�\\� ��\ ISCONPNUE RE-BARS O (MIN. 3/4`) Chevron does not provide these seMces.
<br /> SUBGRADE CONTROL JOINT (LOAq TRANSFER PEA GRAVEL BACKFILL p
<br /> PROVIDE NON-BONDING ` 3. IS ACCOMPLISHED W AGGREGATE 2-0'
<br /> MATERIAL O VERTICAL l�3/4"x18' SMOOTH DOWELS INTERLOCK) (TYP. O EA, SIDE OF JOINT) TAW M,A� WCTOON AW DETAU - p,000 AM 1ZD00
<br /> FACE OF FIRST POUR OO.C. GREASE END IN FIRST _ 9� '%' : CONCRETE SLAB THICKNESS X 2 Chevron �LOR W �ER — �E WALL
<br /> PEA
<br /> - LOCATE CENTER OF SLAB NOTES: 5 F88XLA 8 TANKS 9-6171
<br /> PEA GRAVEL BACKFILL
<br /> ILL 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK.
<br /> 2. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE Marketing 6633 PACIFIC AVENUE
<br /> BACK SIDE OF KEYED FORM IS SAW-CUT.
<br /> STOCKTON, CALIFORNIA
<br /> BOVIall -- SCAt5 1/4'-T-V 1-)ATT320NOV97
<br /> DR CH 1. .,.. APP.
<br /> 6 TANK SLAB EDGE 5 TOOLED CONTROL JOINT 4 _ CONSTRUCTION JOINT SHEETF-7.1
<br /> NO SCALE NO SCALE I'11'-0' / �`-- -- - -
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