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GENERAL NOTES
<br /> MANHOLE
<br /> MANHOLE MANHOLE 6 5'-0" '-0" r'" , 1. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT.
<br /> B 5'-0" - - ADDITIONAL REINFORCING ADDITIONAL REINFORCING .`+� 2, CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH,
<br /> DITIONAL
<br /> ADDITIONAL REINFORCEMENT o / s 3. CONCRETE SLAB TO BE SEALED WITH AOUACRETE *820.
<br /> REINFORCEMENT I I> F F it
<br /> A- �. ls+ ry Ga �d S Ji > a- 7 > fes[ i 2'-0" jJ 4. STEEL REBAR SHALL BE SUPPORTED BY CHAIRS (DOBE).
<br /> • gg W W I'—O" W 1'—O" x1 U J R' R O m ✓
<br /> r y g (np a ir. Typ - __ _ 4• z a �- ad u a. a. `u{' a• a; Tom' �'• 5, AN COLORED REFLECTORS SHALL BE INSTALLED AT THE
<br /> -- zaut 6 -1 §a °a l X ( ) - >r a �_ rc Z `v, FILL END MANHOLE PERIMETER.
<br /> f � b < � — - -
<br /> � . .rr.T`:f-Y'R, ...,,' fL.T' +s^.i ,r.�'�.r..w .i'r.'.Y+-.'.Y�..tiy:.T i"�� • , r
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<br /> CONCRETE TASLAB SECTION I
<br /> �� CONCFETE TANK SLAB
<br /> NK3/8--l'-G"
<br /> 8ECT10N �.
<br /> SCALE'.
<br /> y .
<br /> i
<br /> 6
<br /> 6
<br /> 3" CLEAR (TYPICAL)
<br /> 3" CLEAR (TYPICAL) - L v^l"
<br /> - II
<br /> I IIIIII µ BAR O 18" O.C.
<br /> /4 BAR O 18" O.C. I I I- 1- I-
<br /> -I- I- - I-I-I-I-I EACH WAY,
<br /> EACH WAY. - ISI TI�I
<br /> -I-I-
<br /> CONCRETE
<br /> CONCRETE TANK SLAB
<br /> TANK SLAB
<br /> x
<br /> Q36" MULTI PORT MANHOLE W/ 2
<br /> LIOUIDTIGHT FILL BOXES k RM
<br /> ACCESS HOLE
<br /> 18" MANHOLE or
<br /> (SECURED)O
<br /> I- III-I • '^
<br /> II IIII /4 BAR HOOP
<br /> /4 BAR HOOP I- I-I- -I-I TIED TO /6 BMS.
<br /> TIED TO lei BARS. I III III TIED
<br /> (TYP.)
<br /> DPW 1-2100 SERIES N
<br /> THREAD-ON SPILL
<br /> CONTAINERS AT FILL k
<br /> VAPOR RECOVERY '},• I i
<br /> Z( r =
<br /> v3
<br /> MANHOLE "'•
<br /> 'o MANHOLE c 1'-0 2'-0" 5'-0" 2-lye BARS, EANSIDE
<br /> 2-I/6 BARS, EA. SIDE OF MANHOLE
<br /> 2'-0" 5'-0" OF MANHOLE 1'-0 42" 0 COMPOSITE TYP TYP ;•.
<br /> 1'-O 42" 0 COMPOSITE MANHOLE 0�
<br /> MANHOLE 59 Ty P 2-p6 BMS, 9'-0" I.G. �iuV�eG�= T PLAN 59 EA.A SIDE BARS,
<br /> MA HOL&'y
<br /> STANK SLAB PLANSLAB PLAN EA, SIDE OF MANHOLE CONCFEM
<br /> :.
<br /> i.
<br /> kp
<br /> !CALE
<br /> CONCRETESLAB AND REWORcm FOR 10' DIAMETER - 20,000 AND 15.000 GAL. TANKS (2 SUMP/TANK) CONCFE'TE SLAB AND REpr-CFK G FOR 10' DIAMETER - 20,000 AND 15,000 GAL. TAWS 0 SUMP/TANK)
<br /> NO SCALE
<br /> NO
<br /> J
<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
<br /> designs, architectural plans and drawings. The copyrighted material Includes the overall form as well as
<br /> JOINT SEALER CONCRETE TANK SLAB 1.4 SLOPE EDGE TO 3/8. RADIUS (BOTH BEFORE REMOVING BULKHEAD-FILLS) the arrangement and composition of spaces c and elements in the design. but does not include well
<br /> 4 BARS O 18" O.C. standard features. Anyone who wishes to copy, distribute or esti this drawing or any tleriwtive works
<br /> WITH ELASTOMERIC JOINT FILLER based hereon must have the prior written consent of Chevron, except for copies made for the sole
<br /> CONCRETE YARD SURFACE EACH WAY. ELAS70MERIC JOINT FILLER purpose of preparing construction drawings for Chevron branded facilities and all such copies shall be
<br /> OR A,C. PAVING AS OCCURS "r PROVIDE BOND BREAKER
<br /> returned to Chevron upon request.
<br /> TOOLED TO 1/4" "I -- ©1995 Chevron U.S.A. Inc. All rights reserved,
<br /> /4" RADIUS • — 'ate „ .d', 'a
<br /> w' �'• a a Sr The drawings,udecalculations,generic
<br /> any specific reference to equipment, mations. h components,
<br /> }� a. a e If included herein, are generic and not designed la site specific applications. Chevron does not warrant
<br /> 0
<br /> a a e A ' 4 O a4 4 m G .I a a , .4 . 4 or guaranty the accuracy, completeness, merchantabilly. Intended use or top
<br /> he requirements
<br /> of s or drawings,
<br /> a, calculations, and any referenced equipment, materials or components, to the requirements or
<br /> 1 1 2" OR 1 4 SLAB DEPTH needs of your site or local area. Consult a registered architect or professional engineer to determine
<br /> r 4 4 a / / any site specific design, applicability, accessibility, building code, municipal requirements and any and
<br /> FILL W1TH SEALANT X + 2 all applicable federal, state and local statutes, rules and regulations which may affect your site.
<br /> AGGREGATE �`(�(i//' a 4_. 10 Chevron does not provide these services.
<br /> BASE ___ \�\ 1 w (MIN. 3/4') PEA GRAVEL BACKFILL
<br /> ISCONTINUE RE-BARS O
<br /> SUBGRA ED /\\� l'ONTROL JOINT (LOAD TRANSFER 2'-0"
<br /> IS ACCOMPLISHED W/ AGGREGATE TYP. O EA. SIDE OF JOINT) TANG BLAB, SECTION AND O�A�-8
<br /> PROVIDE NON-BONDING 3" INTERLOCK) ( e
<br /> MATERIAL O VERTICAL L3/4"xl8" SMOOTH DOWELS 9" "%" : CONCRETE SLABTHICKNESS % S � � b,�AND 20,000DF�a%Y DWIETEFi
<br /> FACE OF FIRST POUR O 12" O.C. GREASE END IN FIRST
<br /> POUR - LOCATE O CENTER OF SLAB NOTES; DOUBLE WALL F /t88 TA"
<br /> PEA GRAVEL BACKFILL 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK,
<br /> MBff(Btllig
<br /> 2. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE
<br /> BACK SIE OF KEYED FORM IS SAW-CUT,
<br /> SCAM 1/474-0" DATE
<br /> OR CK APP.
<br /> BHT
<br /> 5 TOOLED CONTROL JOINT 4 coNSTRuc INTO JOMIT
<br /> F-7
<br /> 6 TANK SLAB EDGE
<br /> NO SCALE 1"�I'-0"
<br /> NO SCALE_.. _.._ _ _. ._ __ _ _. _.. - 1
<br />
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