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---------- __---_----- .....------- ---------......... ------ .......... -------- ......
<br /> -------
<br /> -_---------
<br /> i W lZ
<br /> 22" FLGD. MANWAY--------, a-
<br /> -__48" CONTAINMENT COLLAR A/C PAVING Z � _j ci
<br /> 48" CONTAINMENT COLLAR Lq1
<br /> z
<br /> t.01 E2
<br /> 30" FLGD, MANWAY 2
<br /> 7EFRT�-7— �77�
<br /> 4" NPT FTGS. (3 -FYP,) .------ 4" NPT FTGS, (3 TYP.)
<br /> PEA GRAVEL-)
<br /> 0,
<br /> ..........
<br /> 37 -5 1/2" D,W, FIBERGLASS UST
<br /> 6P-6 1
<br /> ANCHORAGE STRAP S-1 1 1/4" 29'-0" REINF, TANK SLAB
<br /> ..............
<br /> PER MANUFACTURER
<br /> _C
<br /> MIN ALLOWABLE
<br /> FENSILE STRENGTH
<br /> 3,500 LB (6 TOTAL) Lr)i v)
<br /> V
<br /> cn )<
<br /> <
<br /> 4" ANNULAR SPACE FTG.-,---\ "h"; TURN BUCKLE ASSEMBLY------------- ------------- (2)
<br /> Wi 0 ft�
<br /> PER MANUFACTURER
<br /> MIN ALLOWABLE TENSILE
<br /> TANK 1 z
<br /> STRENGTH 3,500 LB
<br /> 7
<br /> �l , i <
<br /> UST s
<br /> 20,000 GAL, DI EL
<br /> TYR)
<br /> ----1/2" WIRE ROPE
<br /> j
<br /> II iPER MANUFACTURER
<br /> 4 — - i z
<br /> MIN ULTIMATE STRENGHT
<br /> A
<br /> cr
<br /> 23,000 LB
<br /> C) ; j
<br /> sz
<br /> c) :
<br /> 0, i
<br /> --#10 REBAR ANCHOR
<br /> -_7 i
<br /> WITH EPDXY COATING #4 BARS @ 18" 0,C.
<br /> d 1t
<br /> SLAB REBAR
<br /> I PATTERN BOTH WAYS
<br /> 0
<br /> d
<br /> -TOP OF CONCRETE
<br /> 4
<br /> 4
<br /> SLAB .
<br /> 0 000 GALTANK SLAB "WITH REBAR PATTERN
<br /> PLAN OF 2
<br /> ! 8
<br /> CLEAR
<br /> GP---02
<br /> SCALE: NONE
<br /> F
<br /> 6"
<br /> 113 : G 7 TIE WITH BOTTOM
<br /> C
<br /> ------- URTAIN REINF,--'FYP.
<br /> 37'-5 1/2" TANK
<br /> 7 II i
<br /> <
<br /> 4 3"MIN, COVER 4$_6
<br /> --EXTENT OF 39--11 1/4" 29'-0" TANK ....... -----------
<br /> VENT
<br /> 4
<br /> 0 EPDXY COATINGFUEL OIL PUMP
<br /> <
<br /> I RETURN 'TANK GAUGE
<br /> ANNULAR FUEL OIL PUMP FILL,
<br /> v-10"
<br /> 5-6 1/4 6 51 5'--6 1/4" �YP. HOOKS
<br /> 4$-5"
<br /> ....... ----
<br /> P 11
<br /> 3 7 --5 1/2" TANK
<br /> -------------- -------
<br /> GP
<br /> -02 ZI
<br /> REINFORCING BAR ANCHOR DETAIL
<br /> m
<br /> 38'--0" HOLD DOWN SLAB SCALE: NONE GP-02
<br /> <
<br /> d
<br /> Zo;l
<br /> - NOTES:
<br /> 0 1
<br /> R-41, HYDROSTATIC MONITORING RESERVOIR WITH 4' NPT FITTING
<br /> A
<br /> 1, ALL TANK SIZES ANDD ARE BASED
<br /> ..........
<br /> MANWAY WITH 5-4' NPT FITTINGS IN COVER 4-15' 15" STRIKER PLATES 0
<br /> B 30" DIA M ON CONTAINMENT SOLUTIONS SPECIFICATIONS
<br /> C 48" DIA, DW (ROUND) CONTAINMENT COLLAR
<br /> DERGROUND FUEL OIL TANK AND PIPING SYSTEM SHALL COMPLY TO
<br /> D 22' DIA MANWAY WITH 5Til
<br /> -4# NPT FITTINGS IN COVER & 4-15' x 15" STRIKER PLATES 2. T'HE UN
<br /> LIFTING LUG (2 LUGS PER LOCATION, 4 LUGS TOTAL) (2 EXTRAS FOR TANK ROTATIONS THE LATEST REQUIREMENTS OF CFC 2001 EDITION, NFPA 37 1998 EDITON,
<br /> LZOD AND NFPA 30 1996 EDITION. THE CONTRACTOR SHALL OBTAIN PERMIT FROM
<br /> NFO CI AGENCY FOR THE INSTALLATION OF THE UNDERGROUND
<br /> 'ME LOCAL E 5
<br /> FUEL OIL TANK AND PIPING PRIOR TO START OF ANY WORK. TANK HOLE- DOUBLE WALL FIBERGLAS. UNURGROUND FUEL STORAGE TANK & SHORING PLAN-
<br /> GP02
<br /> SCALE: NONE
<br /> W. CONTAINMENT SOLUTIONS UNDERGROUND STORAGE TANK
<br /> G AL. D. 1-1 1
<br /> GP--02
<br /> CONCRETE TNK DRI
<br /> F.O. PUMP VENT
<br /> SLAB UNDERASP ARA
<br /> ANNULAR RETUR4 1 2 C� TANK GAUGE 3 4 PERMIT AND BY OTHERS
<br /> OP-05 F�Old Pu GP-05 GP-05 Fl LL Gp_-05 GP-.05
<br /> POSITION STRAP CLIP-
<br /> NOTE: STRAPS ARE RATE[) AT MINIMUM
<br /> AT TANK TOP
<br /> 25,000 LBS. Z
<br /> <
<br /> u-
<br /> 0
<br /> PEA
<br /> /,,ko
<br /> J, PEA GRAVEL
<br /> .-GRAVEL-----/ ;'-O"TYP
<br /> TYPI
<br /> TYP.
<br /> 2 7/8" '--
<br /> >
<br /> kf
<br /> (A
<br /> GALVANIZED STRAP EYE ALUMINUM STRAP GUIDE -D3
<br /> ---ALUMINUM STRAP GUIDE ING
<br /> --TYPICAL ANCHOR
<br /> GP--02
<br /> '10' TANK 4--GUIDES CONFIGURATION
<br /> ..-,GALVANIZED STRAP EYE GALVANIZED STRAP EYE i�
<br /> 42"
<br /> T
<br /> _J ----.WIRE
<br /> ------------- --------------
<br /> u_ ROPE
<br /> CIO
<br /> 126 3/8"
<br /> •
<br /> FRP PUL TRUDED STRAP---\
<br /> 4/j z
<br /> 4
<br /> 4 4
<br /> 4
<br /> �x/�?//\1 11 li I
<br /> 10'-4" O.Da OF TANK 18" 4 4
<br /> CCC RETE HOLDOWN
<br /> 7/7 7/ "//-\7/—\,7/---
<br /> MIN. SLAB UNDER SEPARATE
<br /> MIN.
<br /> \/7�77/\
<br /> /77,/ 77//�/77, 7/
<br /> W PERMIT AND BY OTHERS
<br /> \ /\�\�,X\/`\07\77//
<br /> �\�x n x,
<br /> 14'-0" HOLD DOWN SLAB
<br /> 6
<br /> 2 3
<br /> HOLD- DOWN STRAP DETAILS- UNDERGROUND STORAGE TANK END VIEW TANK HOLE DOUBLE WALL FIBERGLASS UNDERGROUND FUEL STORAGE TANK SECTION
<br /> SCALE: NONE GP02SCALE:SCALE: NONE GP-02 NONE GP-02
<br /> V)
<br /> APPROVAL RECORD REVISIONS
<br /> z APP,
<br /> -7A APPROVAL NO. DATE REVISED
<br /> MILESTONE TE
<br /> WESTERN PUMP, ING.
<br /> ISSUED FOR C,U,P. PETROLEUM EQUIPMENT SPECIALISTS
<br /> FU L_QjL_jA_NK—CONCK—TE ------
<br /> V) FUS '�l 0 N 11/12/07 GARY ENG. RGFJR.
<br /> 0 _QjL_f_)_!Q 182EL_ _LL ISSUED FOR PLAN CHECK .......
<br /> LODI MEMORIAL HOSPITAL
<br /> A. CALCULATE UPLIFT WITH TANK EMPTY:
<br /> A. DESIGN CRITERIA: VOLUME OF TANK = 2944 CUBIC FEET ISSUED FOR GEN. BID
<br /> 1, EMERGENCY GENERATOR FUEL OIL CONSUMPTION AT 100% LOAD: UST ELEVATION$
<br /> 0 UPLIFT FORCE = 2944 CUFT x 62.4 LBS/CUFT 183,706 LBSII
<br /> 2 (3) EMERGENCY GENERATORS AT 72.5 GPH EACH 217,-5-
<br /> ISSUED FOR CONSTRUCT.
<br /> 975 SOUTH FAIRMONT AVENUE
<br /> B. OSHPD REQUIREMENT = MINIMUM 2_4� EQ B. FOUNDATION DIMENSION = 38 FT. LONG x 14 FT. WIDE x 2,5 FT DEEP
<br /> _�LRS CONTINUOUS OPERATION OF EMERGENCY GENERATORS,
<br /> 00 LBS
<br /> FOUNDATION WEIGI-IT = 38 FT, LONG x 14 FT, WIDE x 2,5 FT DEEP x 150 LBS/CUFT = 199,5 165 , I$ CALIFORNIA 95240
<br /> 0 RECORD DRAWING
<br /> 217,5 GPH x 24 HOURS
<br /> SCALE JOB Na. PPROVED
<br /> _Z2 HOURS OPERATION OF EMERGENCY GENERATORS C, CALCULATE DOWNWARD FORCE: �NP 17
<br /> C. YEAR 2030 REQUIREMENT = MINIMUM SHOP DRAWINGS PREPARED BY: NOTED
<br /> -ANK WEIGHT (EMPTY) = 14,500 LBS.
<br /> DRAWING NO,
<br /> 217.5 GP H x 72 HOURS 200 LBS. DIG ALERT
<br /> OVERBURDEN = 6 FT, DEEP x 370 SQFT. x 110 LBS/CUFT 244 THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO GARY ENGINEERING, NAS 10/15/07 GP-02
<br /> INC, AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE
<br /> :D FOUNDATION WEIGHT 199,500 LBS,
<br /> GARY ENGINEERINGo INC. DATE
<br /> a- D, TANK SELECTION: TORAGE TANK TOTAL. DOWNWARD FORCE 14,500 LBS + 244,200 LBS + 199,500 LBS 458,200 LBS SECTION 4216/4217 OF THE GOVERNMENT CODE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, _C�i FEK.0 i�
<br /> DISTRIBUTED, DISCLOSED, OR MADE AVAILABLE TO OTHERS OR USED TO ANY 4901 Moreno Boulevard - Suite 304 RGF 11 0 cl)70�7 H OF'
<br /> REQUIRES A DIGALERT IDENTIFICATION NUMBER
<br /> z SELECT ONE (1) 20,000 GALLON DOUBLE WALL FIBERGLASS S EXTENT WHATSOEVER EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY GARY Cm Fm Son Diego, Calffornia 92117 ------
<br /> x BE ISSUED BEFORE A 'PERMIT TO EXCAVATE"
<br /> 95 % CAPACITY 19,000 GALLONS ENGINEERING, INC. AND ITS CLIENT, ANY PERSON, FIRM, OR CORPORATION
<br /> WILL BE VALID, FOR YOUR DIGALERT I,D� % Telephone (858) 483-0620 Fax (858) 483-2943
<br /> D. FACTOR OF SAFETY 458,200 183,706 2.50 RECEIVING TIHIS DOCUMENT, HOWEVER OBTAINED, SHALL BY VIRTUE HEREOF BE
<br /> CALL UNDERGROUND SERMCE ALERT AT E-Mail GARYENGCACAOL.COM
<br /> ecl -02-
<br /> G,P-90 2
<br /> (11 P-50 2-
<br /> V) TOLL FREE 1-800--422-4133 DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS,
<br /> TWO WORKING DAYS BEFORE YOU DIG NZ, IM10000
<br /> -------------------- ------ ------ -----------
<br /> -------------
<br />
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