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<br /> 30 _j 9330 BALBOA AVENUE
<br /> SAN DIEGO, CA 92123
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<br /> I L C) 1999 Jack in the Box Inc.
<br /> -These drawings and specifications
<br /> X� —4-1 1�111. - CONCRETE TANK SLAB SECTION
<br /> 00
<br /> Z, 3/8" V-O" are the property of Jack in the Box Inc
<br /> 0 BRINE RESERVOIR and shall not be copied or reproduced
<br /> 2-" T, without its previous written consent.
<br /> T EACH
<br /> 1 1/2' CROWN A
<br /> 'T-7- FABRIC MANWAY ('TEPP.) EXPANSION -#4 BAR AT PERIMETER
<br /> 4" ALUMINUM 03�9? FILTER 06 JOINT (TYP�) OF SLAB TYP.
<br /> FILL. TUBE dates
<br /> U_ I I I
<br /> II CI
<br /> 18" 2-Op' 2�--O"
<br /> 4" ALUMINUM 3 MIN, W MIN OCT� 25, 2004
<br /> z DO ----_-__---- RELEASE:
<br /> 0 FILL TUBE WELS
<br /> DIESEL. #4 X 18 r =�.1'1_,______._____$_____
<br /> 8,000 GA t_ AT CORNERS IYP. .......... ...........
<br /> 7-1-1-1-1—7 __T P.M.(JIB ONLY
<br /> i �T 17
<br /> I z
<br /> 1 1 d PERMIT:
<br /> SUPER UNLEADEE SLOPE TANK 1" IN 10'--0" DOWN
<br /> 12,000 GAL. T
<br /> 6WARDS FILL END ✓11 BID:
<br /> ------. ..... - ------
<br /> J
<br /> CONSTRUCTION:
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<br /> ------ revisions
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<br /> 18" MANHOLE FOR IN
<br /> -------------
<br /> ...... (TYP, OF 2) C)
<br /> "EfA I SUBMI I TED 5 0
<br /> TANK HOLD DOWN ASSEMBLY. HOLD 0 - -----------
<br /> NOTE: _1/ < 4
<br /> DOWNS SUPPLIED AND INSTALLED PER (TYP,) (TYP,)
<br /> CONTRACTOR SHALL CONFIRM ACTUAL "I-- -------- ............. AA
<br /> TANK BUNG AND EQUIPMENT TANK MANUFACTURER'S SPECIFICATIONS ----------- ...X
<br /> STEEL PLATES UNDER EACH OPENING #4 HOOP TIED TO #4 BARS
<br /> TYP� OF 2)
<br /> LOCATIONS WITH TANK MANUFACTURER CONFIRM NUMBER AND LOCATION OF
<br /> PRIOR TO CONSTRUCTION START, HOLD DOWN STRAPS WITH TANK BY TANK MANUFACTURER (TYP.)
<br /> ----—-- ........ .....---------------
<br /> VERIFY W1 TANK MFG.
<br /> MIN.
<br /> 42" DIA, MANHOLE FOR
<br /> TURBINE (TYP, OF 3)
<br /> 2'-0" MANUFACTURER. 37'-9 1/4" A-
<br /> REGULI R UNLEADED
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<br /> 10' DIA. 20,000 GAL. (12,000/8,000 SPLIT) FIBERGLASS TANK AND EXCAVATION SECT ON CD - - - - - - - - - - -- - -- - - -- - ... - - - -- - - - A
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<br /> SEE DEI
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<br /> TANK SLAB I.
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<br /> �BRINE RESERVOIR
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<br /> SI-LOP'E' "TANK 1" IN 10'--D" DOWN ------- ------
<br /> TOWARDS FILL END
<br /> 36" DIESEL MULTI-PORT 2--#6 BARS x 6'-.-0" LONG, EA. -36" GAS MULTI-PORT MANHOLE
<br /> TIGHT' FILL SIDE OF MANHOLE W/ 2 LIQUID TIGHT FILL BOXES &
<br /> MANHOLE W11 LIQUID
<br /> �V/ NgIE BOX & TLM ACCESS HOLE TLM ACCESS HOLE (TYP. OF 2)
<br /> (34)
<br /> 1. CONCRETE TANK PAD SHALL BE CONSTRUCTED IN MULTIPLE POORS,
<br /> (NOT ONE (1) MONOLITHIC POUR), EXPANSION JOINTS, PER DETAIL 12/F2.,O,
<br /> 2, NO SAWCUTS SHALL BE PERMITTED ON TANK SLAB, ALL EXPANSION
<br /> > L 9- F2,0
<br /> CONTRACTOR SHALL CONFIRM TANK HOLD DOWN ASSEMBLY.
<br /> NOTE:
<br /> E SEE DETAIL 9/F2�O JOINTS SHALL BE PER DETAIL 12/F2,0
<br /> CX ACTUAL TANK BUNG AND HOLD DOWNS SUPPLIED AND
<br /> ro (TYP.)
<br /> EQUIPMENT LOCATIONS WITH TANK INSTALLED PER TANK 3, CONCRETE TANK SLAB SHALL BE A MINIMUM OF 4,000 PSI WIT-1
<br /> MANUFACTURER PRIOR 'TO MANUFACTURER'S SPECIFICATIONS. STEEL PLATES UNDER EACH - .L
<br /> REINFORCEMENT PER _17HIS DETAIL,
<br /> OPENING BY TANK MANUFACTURER
<br /> CONSTRUCTION START, CONFIRM NUMBER AND LOCATION OF
<br /> STRAPS NTH TANK MANUFACTURER57,5 8 3/4' (Typ') 2P 0'0 4, CONTRACTOR SHALL CONFIRM ALL TANK DIMENSIONS AND BUNG GRoup INc.
<br /> Cli 2-0" ------------ MIN TION START,
<br /> MIN. ti._
<br /> -VEOI�F W/ TANK MFG. LOCATIONS PRIOR "To CONSTRUC
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<br /> E 3 1/4" V-0" CONCRETE REINFORCED SLAB FOR '10' DIAMETER - 20,000 AND 20,000 GAL. (12,000, 8,000 SPLIT) TANKS (2 SUMP/TANK) 1/4" 1"_0" ARCHTEC-M "RU
<br /> E 10' DIA. 20,000 GAL. FIBERGLASS TANK AND EXE TISECTION LANDSCAPE AR(lFrK
<br /> 0
<br /> n_ DWRONIMENTAL SERVKB
<br /> LOAD BINDER
<br /> HOLD DOWN STRAP
<br /> ASSEMBLY 3D01 Doughs Blvd, #210
<br /> STRAP HOOK Roseville, CA 95661
<br /> Tek 916-771-2555
<br /> Fax 916-77�1255
<br /> GALVANIZED ANCHOR
<br /> E POINT Web-, dk6ipcom
<br /> -111111)", - STRAP EYE -EXPANSION JOINT W/ BLACK
<br /> un EXPANSION JOINT W/ BLACK
<br /> A CONCRETE DEADMAN -ROLEUM RESISTANT SILICONE PETROLEUM Ambeh,CA Mvdmz, CA Rosevie, CA
<br /> _9 SILICONE PEI t ALL COVERS, GASKETS AND SEALS SHALL BE IN PLACE AND WATER 'TIGHT,
<br /> M BY TANK 3/4" DIA, SMOOTH STEEL.--- RAL NOTES #7 RESISTANT SEALANT. SEE WA Petakm, CA
<br /> fr. 24- SEALANT, SEE GENE GENERAL NOTES #7 FOR
<br /> < MANUFACIURER DOWEL 18" LONG 3/4" DIA, SMOOTH Tl_. 2. CONCRETE TANK SLAB SHALL HAVE A HEAVY BROOM FINISH.
<br /> O,C. GREASE ONE END, FOR SILICONE SPECIFICATIONS, SILICONE SPECIFICATIONS. RHL JOB#: JIB05002,2
<br /> STRAP DETAIL LOAD BINDER DOWEL 18" LONG
<br /> 24" O.C, GREASE ONE 3, STEEL REBAR SHAL-L BE SUPPORTED AT HALF DEPTH BY CHAIRS (DOBE).
<br /> ASSEMBLY DETAIL
<br /> c4 0 END, site information
<br /> Cn
<br /> > FILL 'TUBE PUMP TUBE 4. SET TANK DEPTH TO ALLOW PRODUCTS, VAPOR AND VENT LINES TO
<br /> E E 3/8-- -1/4' RADIUS TOOL EDGE
<br /> _- 1/4' RADIUS TOOL EDGE SLOPE 1/4" PER FOOT MIN. FROM MPD"S DOWN TO TANK.
<br /> .2 ONLY WHERE CONCRETE,
<br /> 0 U� MK 'TYPE: 8ECBRI..-N68
<br /> YARD PAVING OCCURS
<br /> LOAD BINDER N 5� CONTRACTOR SHALL VERIFY THAT THE TURBINE HEAD WILL BE 4" TO 6n
<br /> -N 4
<br /> 00 X ASSEMBLY ABOVE THE SUMP BOTTOM. DO NOT INSTALL. TURBINE PUMP ASSEMBLY
<br /> JIB #: 4374
<br /> �7 IF LESS THAN 4" FROM BOTTOM OF' 'TANK.
<br /> Z C'14
<br /> 4
<br /> 00
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<br /> Uj 0 SI-ZIPPING PADS FROM TANKS PRIOR TO INSTALLATION. ADDRESS:
<br /> (0 6. REMOVE
<br /> 00
<br /> :t, am
<br /> 0 X > 7. SILICONE SEALANT SPECIFICATIONS SHALL BE 'THE FOLLOWING: 10858 TRINITY PI<Y,
<br /> DOUBLE WALLED TANK
<br /> Lj S
<br /> V-
<br /> 318" x 6" EXPANSION (FIBER BOARD) REINFORCED CONCRETE MANUFACTURER: SILICONE UNLIMITED
<br /> JOINT W/ 3/8' SNAP CAP., MITE CAP SLAB (TYP,) STOCKTON, CA 95219
<br /> 0 X
<br /> X "MAN-OUT-OF-HOLE" 3/8" x 6- EXPANSION (FIBER BOARD) REINFORCED CONCRETE TYPE: SS-300 FAST CURE GASOLINE/SOLVENT RESISTANT RTV
<br /> W/ 3/8- SNAP CAP,, N-flTE CAP SLAB (TYP,) PRODUCT NO'S, 199-EB3860 128--870 SILICONE
<br /> 5 HOLD DOWN STRAP JOINT
<br /> au COLOR: CLEAR DRAWN BY: WI-W
<br /> C-4 1
<br /> -0, < PRODUCT NO'S: 199--EB3860 128-870
<br /> PLACE DEADMEN L FREE (336) 764 5232
<br /> SUPPLIER: CALL TOL
<br /> LO Ot
<br /> JTSIDE SHADOWLINE SCALE: NONE
<br /> OF TANK (TYP.)
<br /> .M 0
<br /> =5 (N TANK SLAB
<br /> -1 > <
<br /> �7-0
<br /> �y 0 12" MIN, PEA GRAVEL BED
<br /> I L <
<br /> OF FIBERGLASS --TOP OF FIBERGLASS FORM W/ REMOVABLE
<br /> OVERI,AY OVERLAY > NnQLTL11 FORM W/ REMOVABLE MEMBERS ONLY, NO SECTIONS AND
<br /> MEMBERS ONLY, NO PERMANENT
<br /> NOTE: METAL, PLASTIC OR WOOD FORMS PERMANENT METAL, PLAS_PC
<br /> OR STEEL PLATE STEEL PLATE DEADMEN, STRAPS„ U-BOLTS AND LOAD BINDER OR WOOD FORMS ARE
<br /> > > ASSEMBLIES "TO BE PROVIDED BY TANK ARE PERMITTED, PERMITTED, DETAILS
<br /> L,-' at MANUFACTURER ONLY, NO SUBSTITUTIONS. F-DTDD4C.DWGj12 F--DT005CDWGI12
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<br /> F-DW&MI12 > TANKSLAB EDGE I f on EXPANSION JOIN'r 112 V_0" @3 GENERAL NOTES
<br /> TANK FILL AND PUMP TUBE DETAIL 11-0w TYPICAL DEADMAN STRAP INSTALLATION N,T.S. F2mO
<br /> ---------- ,`/
<br />
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