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.__ - _ - - - __ - _- - _ _ _ - - - - -- - - - - - - - - - - - - - - - - - -- - - - -- - - -- - - - - - - - - - - - . - -- - - - - - - _ '- - - - - - - - - _. - - �
<br /> CONCRETE SLAB REINFORCEMENT CONCRETE SLAB REINFORCEMENT TANK BURIAL
<br /> — 1/4" MAX GAP #f4 REBARS 10" ON CENTER (2 SEPARATE MAPS)
<br /> 43 REBAR ON #3 REBAR
<br /> I JOINT SEALER fi5 REBAR PINS 30" LONG ON 18" CENTERS TYPICAL 1 1/2" CROWN
<br /> 18 CENTERS - 1" DEEP ON 46" CENTERS BOTH DIRECTIONS 2„ I
<br /> BOTH DIRECTIONS IN LOWER THIRD 5''' MIN, 8" CONC SLAB MOUND CONC 11/2"
<br /> I OF SLAB — 7" MAX. J 24„ 8" CONG SLAB AROUND ALL BOXES
<br /> 4'-5" DESIGN NOMINAL.
<br /> 6" CONC
<br /> SLAG f RPStuMP I 4bo , . :. .,.-. ---` 1-r 3—_ JOINT(TYP)LCK
<br /> ALUM OR PLASTIC KEYLOCK�_ � OVERLAP MAT AND BARS j
<br /> I
<br /> FORMS W/2"z 5/8" LUGS BY 12" MIN ALL EDGES BENCH, SLOPE,
<br /> - 2"TO 3" OR SHORE PER 36 DOUBLEWALL � NATURAL
<br /> CENTERED BETWEEN TANKS OSHA CODE, FIBERGLASS TANK SOIL I
<br /> 4'•0" MINIMUM TANKS
<br /> TANK 4'-5" DESIGN NOMINAL 12" t�
<br /> 7'-0" MAXIMUM MAX
<br /> LINE EXCAVATION WITH
<br /> L
<br /> ! _ FILTER FABRIC
<br /> PRODUCT SYMBOLOGY IF USED, FILTER FABRIC TO BE DUPONT"TYPAR" SPUNBONDED POLYPROPYLENE STYLE 3401.4 OZ/SY OR EQUAL,
<br /> ROLLS ARE AVAILABLE IN 15'-7" WIDTH AND 100, 300, OR 1000 YARD LENGTHS, INDIVIDUAL STRIPS MUST OVERLAP WELL
<br /> BY AT LEAST 18". FOR 3-12 THOUSAND GALLON TANKS, ESTIMATE 130 YARDS ARE REQUIRED. ALTERNATE (TYP) TYPICAL
<br /> I PAINT API PRODUCT 4'80 84 REBARS 10" ON MATERIALS INCLUDE PHILLIPS FIBERS CORPORATION "SUPAR" 4.1 OZISY, MONSANTO "BIDIM" 0-?_2 4 OZ1SY. SEE TANK SLAB
<br /> CODE COLOR ON LID CENTER (BOTH WAYS) IN D9902102, XIV-9.
<br /> AND 2" ONTO SLAB / UPPER THIRD OF SLAB
<br /> SLAB ACCESS BOX _
<br /> I SHOWN WITHOUT LID �I ID COLLARCL
<br /> � 3' 3'
<br /> TEXT SYMBOL COLORS f 36" 1d -4'-5" DESIGN NOMINAL SOILPiNS (TYP)
<br /> _ 8' sq. 48" DIA FRP SUMP `
<br /> MEDIUM HELVETICA TEXT& SYMBOLS ;••.,.•._,...,-..,:.,, _ —
<br /> __
<br /> FONTS
<br /> PREMIUM UNLEADED WHITE ON RED
<br /> GASOLINE 36" DIA ACCESS BOX
<br /> i 38" � NATURAL
<br /> MID-GRADE UNLEADED NATURAL SOIL
<br /> GASOLINE WHITE ON BLUE SOIL c7 18" OVERLAP
<br /> _ DOUBLE WALL FIBERGLASS TANKS ¢ I
<br /> 8' X V REINFORCEMENT MATS OVER ALL TANK SUM, a 12" ALL COMMON
<br /> REGULAR UNLEADED FILTER FABRIC- - - - EDGES, - ^
<br /> GASOLINE BLACK ON WHITE IF USED
<br /> AUTO BLACK ON YELLOW _
<br /> DIESEL.
<br /> VAPOR RECOVERY (1) Inn
<br /> WHITE ON ORANGE SHADED AREAS SHOW WHERE PEAGRAVEL OR APPROVED ALTERNATE BACKFILL MATERIAL WILL NOT
<br /> O FLOW AND COMPACT NATURALLY UNDER TANKS. BACKFILL MUST BE WORKED INTO)VOIDS UNDER TOP EDGE HOLE
<br /> (2) SIDES AND ENDCAPS FOR APPROXIMATELY THE FIRST 18" TO 24" OF FILL ABOVE THE BASE LAYER, BOTTOM EDGE HOLE
<br /> OBSERVATION WELL (� BLACK ON WHITE FIELD TO INSURE PROPER BEDDING OF THIS CRITICAL AREA, PUSH A POLE OR SHOVEL HANDLE THROUGH
<br /> FLOW THE BACKFILL AT A 45 DEGREE ANGLE AT 18" INTERVALS AND ROTATE TO WORK THE MATERIAL RECOMMENDED LAYOUT
<br /> WASTE OIL NONE PURPLE DOWN INTO ALL VOIDS, FOR FILTER FABRIC
<br /> --� FILTER FABRIC REQUIRED FOR LOOSE/FINE GROUND SOILS OR
<br /> HEAPING WHITE ON GREEN WHEREVER FLUCTUATING GROUND WATER IS POSSIBLE.
<br /> FUELOIL
<br /> KEROSENEBROWN 2 MPD 0
<br /> (1) COAXIAL: SUBSTITUTE PRODUCT COLOR &SYMBOL WITHIN / q ,C°
<br /> WHITE CIRCLE, ALTERNATE VR AND PRODUCT TEXTS MOUND CONCRETE AROUND ANY/ACL SLAB
<br /> PENETRATIONS
<br /> NS 1-11l2" TO 2".
<br /> FOR MID-GRADE, BLACK CROSS AND CIRCLE WITH WHITE CIRCLE LOW
<br /> (2) PAINT ACCESS BOX LID BLACK. O,i,) EXTEND MOUNDED AREA OUT FAR
<br /> ENOUGH IT INSURE DIVERTING SURFACE
<br /> ORE LINES
<br /> SC WATER WITHOUT CREATING "SPEED BUMP"
<br /> LIN
<br /> (2 ) . r. ,.,1,.. '�;�•.,,ui 1,, ,.
<br /> o „ ;...�.. 3 _
<br /> 1 (2") r CONCRETE SLAB
<br /> / ,+ :,r ,•. ��•t-`lie'3'? CONCRETE SLAB
<br /> ANY SLAB ACCESS BOX ?� '"'��• ':a:
<br /> REF: API •1637 PRODUCT SYMBOLS
<br /> {
<br /> I / / TANK SLAB MOUNDING I
<br /> I GRADES LOOKING DOWN ON I
<br /> GRADE MOUNTED MPD I
<br /> I I
<br /> I APPROVALS
<br /> These drawings and specifications aro the confidential and 'L N Shell 0 0 0 CALIFORNIA U .S.T. STANDARDS
<br /> proprietary property of Equiva Services LLC and shod not be ro�rne,,,eca osn ew
<br /> copied, reproduced, disclosed, or used Without Equiva Services 'j'"'"am""" DISTRICT MANAGER
<br /> LLC's written authorization. They are intended as contractAREA TECHNICAL MANAGER❑ ,.., I1a� �L'MaCO
<br /> DOU13LEWAI-L FIBERGLASS TANKS
<br /> documents for use on this specific project In conjunction with Ti A
<br /> its issue date and are not suitable for use on a difforent Toaoa,aoo ueo GRAPHIC SCALE
<br /> project or at a later date. MISCELLANEOUS DETAILS
<br /> TERMINAL MANAGER
<br /> � — —
<br /> 102/11/02 CLARIFICATION CHANGES ADRY ��,,■yys�ydp�/y� 12700 Northborough Drive SCALE: SAP/WIC i DATE: DRAWN: REQUESTED BY:
<br /> © Equiva Services LLG. All Rights Reserved 2000 REV DATE DESCRI TION O REV9SION BY APP 1'ae 11V gun Houston TX 77067-2508 ENGINEER NONE 80006?_ 30 DEC 2001 RABAGO HOVLAND L01031300
<br />
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