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y 2 3 4 5 6 7
<br /> I. ALL ELECTRICAL WORK TO BE DONE IN COMPLIANCE WITH 1. COMMUNICATIONS: ALL INTERCOM CONDUITS ARE TO 2 WIRE CABLE EXPLOSION --
<br /> 16 Grantlins Rd Tracy CA 06110 CHAPTER 5, ARTICLE 500-503 AND 514 OF THE NATIONAL TERMINATE IN A DEDICATED GUTTER BOX. TECHNICIANS I6' DIA MANHOLE PROOF J-BOX =
<br /> 1 Tank Data Installation Data ELECTRICAL CODE AND ALL OTHER APPLICABLE CODE WILL BE INSTALLING NEW MICROPHONE, SPEAKERS, (16 CU IN MINIMUM) -
<br /> TanK Model No. MODERN WELDING Burial Depth, ft, 4'-0". REQUIREMENTS. SYSTEMS,ETC. GRIP SEALS TANK SLAB
<br /> Primary tank Ins, , in in. 112" Slab Thickness, inches 9" (I AT R15ER - UTfO
<br /> 2, ROUTES UNDERGROUND ELECTRICAL CONDUITS 10 BE B. MISCELLANEOUS: MAINTAIN ELECTRICAL CONNECTIONS 7D -
<br /> Outside Diameter, in 114" Slab Width, ft. 14'-0" (I AT J-BOX) "
<br /> Overall Length,ft. 23'-9" Slab Length,ft. 27'-9 3l9" DETERMINED IN THE FIELD BY CONTRACTOR TO MINIMIZE ALL LIGHTS,SIGNS, PHONE,ETC. PROVIDE NEW CONDUITS
<br /> INSTALLATION COSTS. AND CONNECTIONS WHERE NECESSARY AND PER c
<br /> CIAN'ER/CONTRACTOR CONSENT. ADDITIONAL WORK OF
<br /> V No. of Sumps 2.00 Sump Diameter, in. 42" 3. CONDUIT: MINIMUM 3/4" DIAMETER,RIGID 100ffi. NO PULL THIS TYPE TO BE AN 'EXTRA" UNLESS SHOWN ON SITE ASSOCIATES INC
<br /> Nomirel capacity 12,000991 Design Groundwater Depth,fi. 4D'
<br /> BOXES. PROVIDE PULLWIRES IN ALL UNUSED CONDUl15 PLAN OR ELECTRICAL PLAN.
<br /> (SPARES, ETC.) LABEL CONDUITS AND TERMINATION SEAL OFF �
<br /> Zone No. Description Dry Ht, ft. wait Ht,R POINTS. SEAL-OFFS ARE REQUIRED. 9. DEMO ITION, ALL UNUSED AND/OR ABANDONED 2° SENSOR- FITTING, TTP ENVIRONMENTAL DESIGN
<br /> 1 Concrete Slab 0,75 0
<br /> ELECTRICAL EQUIPMENT TO BE REMOVED,CONDUIT TO RISER CAP °�""!"c
<br /> s 4. EEWCON AUTO MONITOR 3 (8 TANK): ALL TANK MONITOR 3
<br /> 5� 2 Gravel 3.25 0 CONDUITS MUST TERMINATE IN A DEDICATED BUTTER BOX, BE CUT. -374' CONDUIT
<br /> 3 Tank 4 6 10 TANK MONITOR
<br /> � THE CONTROLLER AND PRINTER WILL BE LOCATED INSIDE
<br /> MANAGER'S AREA. ACTUAL LOCATION SHALL BE AS
<br /> A 2 Determine Net Buoyancy DIRECTED BY THE PROJECT MANAGER A
<br /> above lank 1,432.23 Ibs.lh of tank length
<br /> Weight of tank heads (2) 840.00 Its, total for both 5. SPARES; SPARES ARE 70 BE SPLIT, In HILL TERMINATE TANK- 2" RISER
<br /> INTO A DEDICATED "AC' GUTTER BOX. 12 WILL TERMINATE
<br /> Teak length ft 1?175 ft INTO A DEDICATED 'DC' GUTTER BOX. - ff-71NTl
<br /> 950 FULTON AVENUE, SUITE 200
<br /> Net buoyancy Ib 1,43223 neg1R 6. DISPENSERS: ALL DISPENSERS AND CONSOLE CIRCUITS SACRAMENTO, CA. 95825-4503
<br /> Hoed Weighf(2) Its 840.00 Ibs eachTO COMJECi 70 A 51tNGLE LEG, "DEDICATED' BREAKER SBTELE (916) 979-7205
<br /> 3 Total Net Uplift Required PANEL. PROVIDE 9 PAIR COAXIAL CABLE TO ALL FAX (916) 979-7210
<br /> DISPENSERS FOR FUTURE CARD READER AND
<br /> Tank length ft 23.75 Tank Buoyancy 34015.463 COMMUNICATIONS PRIOR TO 'SEAL-OFF'.
<br /> Net Buoyancy Its, 1,432.23 Weight of tark heads 840
<br /> Tank Buoyancy Ibis 34,015.46 Total Net Uplift 33175
<br /> 4 Design required
<br /> Total Net Uplift 33,175.46
<br /> Minimum Safetyeror 1.59 n�•� �ANNULAR
<br /> Design Uplift Force 49,783.18 ELECTRICAL C:ENERAL NOTES SPACE MONITOR
<br /> �,�Tes.a.a 7-16-g1 1g2e4s am PST `/ rzsa.a aev3 usme SCALE-3/11-0"
<br /> 6 Weight of Fill and Slab height of area unit Will of mall
<br /> Dry HT, Zone 1 1
<br /> Wet HT, Zone 1 0
<br /> Dry HT,Zone 2 3.25
<br /> Wet HT, Zero 2 0 3/4' RIGID CONDUIT
<br /> ON HOMERIN TO
<br /> Unit Weight of Dry Slab 0.75 150 112.5 MONITOR CONSOLE
<br /> Unit Weight of Wet Slab 0.00 87.6 0 JUNCTION BOX
<br /> Unit Weight of Dry Backfill 3.25 100 325
<br /> Unit Weight of Wet Backfill 0.00 37.6 0
<br /> Unit weight of cover 437.6
<br /> RANDALL L. MOORE, ARCHITECT, along
<br /> 6 Volume at Sump Location with SUTTON & ASSOC., INC., jointly
<br /> mTlp Volume F9.6242"sump vo!Ume factor per mfr. hereby expressly preserve their com-
<br /> Unit Weight of cover over 433.00 mon law copyright and other properly
<br /> Sump Displacement 4,166.46 PIPING SUMP r; rights in these plans. These plans
<br /> B SEE Ii B are not changed to
<br /> any fbe reproduced,
<br /> rm uwhatsoevver, nor
<br /> Sump Displacement 4,165.48 T2
<br /> are they to be assigned to a third
<br /> Number of Sumps 6,00
<br /> Total Sump Displacement(6) 24,992.76
<br /> party, without first obtaining the ex-
<br /> Total LEVEL press written consent of RANDALL L.
<br /> 7 Holddown Provided at ins".ilation t2
<br /> SENSOR,SEE DI MOORE and/or SUTTON & ASSOC., INC.
<br /> Tark Diameter in. 114.00 in.
<br /> divided by 12.00 PIPING °.:TAMP O
<br /> Tank Diameter 9.50 ft. SEE Al � RANDALL L. MOORE, ARCHITECT
<br /> 72
<br /> C 08723
<br /> EXTERNAL SENSOR
<br /> ADAPTOR(ESA) ^
<br /> MODULE AT EACH '1-J\
<br /> Tank Diameter 9.50 PIPING SUMP,tYP O _ CAI N
<br /> Tank Length 23.75 - Z
<br /> Tank Shodow Area 226.63 sq. ft. ® 111 i n PA
<br /> Tank Shadow Area 225.63 II'I "I Ilf' Z
<br /> Unit Weight of Cover 437.50 T��LE SEES W NRI)
<br /> O
<br /> Groes Backfill Weight 98,710.94 - >
<br /> DISTRIBUTION DI o'
<br /> Gross
<br /> aslgSumpfll DisP Displacement 24,99t tbs. 476 TO CASHIER (LOCATION
<br /> �C D B T2 , ,/P W tai W
<br /> CONSOLE DETERMINED ) J__,�{{1��,
<br /> Holddown from installation lbs. 73,718.18 X110. 1-
<br /> Q
<br /> Z Lit V
<br /> Z
<br /> 8 Total Anchorage Load lbs
<br /> z J � �
<br /> Design uplift force 49,763,19 V
<br /> Q
<br /> 73 - FEED WITH DEDICATED BREAKER O O Iltl III !III Q T_ U
<br /> Hulddown from installation ,718.18 JIILIYJYI. m
<br /> Total Anchorage Load lbs. -23,864.98
<br /> } LI eN -. Q
<br /> 9 Holddown Avallble from Anchors \ z
<br /> Unit weight of dry stab 0.75 150 112,5 O �J O w �-
<br /> Unit weight of wet slab 0.00 87.6 0 ANNULAR SPACE %
<br /> lij
<br /> Unit weight of dry Zone 2 3.25 100 325 MONIOTR, SEE A'i C ■It �-- Z
<br /> C Unit weight of wet Zone 2 0,00 37.6 0 MAIN DISPENSER Ell
<br /> PUMP J p
<br /> Unit weight of dry Zone 3 4.00 100 40D PANEL SUB- SHUT OFF T4
<br /> Unit weight of wet Zone 3 6.00 $7.6 225.6 PANEL ..nn
<br /> AMPERAGE RELAY 70 PUMP (� to 3
<br /> Hotddown avalible from anchors Ibs. 1063.1 VARIES 1�JA-JA'
<br /> Tank length ft. 23.75
<br /> Holddown avalible from one anchor lbs. 25248.625 RELAY
<br /> Anchors per tank 1 GILBARCO REVISION BY
<br /> Total holddown avalible 1 anchors be. 26248.626 RELAY TAW -
<br /> TO CASHIER MONITOR 3 NOTE:
<br /> 10 Required width of Deadman IC CONSOLE FjjELAY CONCEPT APPLIES TO ALL TANK CONFIGURATIONS.
<br /> Total Anchorage Load -23,954.98 C
<br /> Total holddown avalible 4 anchors -
<br /> RequiredwidthotpaadmanS.F. -0.96 (Nora Required) I FF I nCONDUIT ROUTING 0I TANKS
<br /> USE 9"SLAB W43 REBAR Q 18"CO. W/3'-3" PEA GRAVEL ABOVE, --- AC yr TETANK,dvg 22w2 333sn SCALE:
<br /> TANK BURRIAL 4"BELOW GRADE DC AC
<br /> -- - - YARD KNOCK TANK
<br /> Note: contact for ground water Location CARD CARD SUB DISP- LIGHT, OUT MONITOR
<br /> /T Steve Shin of San Juoaquin County INTERCOM READER READER PUMP IENSER SIGN, SPARE 3
<br /> 7� Environmental Health Department ETC. 4 MIN. 4 pg7E; MAY I, 2003
<br /> 70NF _' (209)486-9850
<br /> ESA MODULE
<br /> SEAL-CFF, DRAWN BY: BGM
<br /> TYPICAL -..---._-
<br /> `�'� EXPLOSION PROOF J-BOX
<br /> (I6 CUBIC INCH MIN.) JOB N0:
<br /> CORD GRIP SEAL -
<br /> j I3' 7ONr ' (SUPPLIED WITH SENSOR) � SEAL-OFF CONDUIT
<br /> I' TEACH TANK PER NFPA SF
<br /> f DISPENSER MONITOR TO MONITOR GO3/4' RIGID DNUSOLE 3/4"IT RIGID CONDUIT ET
<br /> D JUNCTION BOX TO TANK LEVEL PROBE
<br /> AND ANNULAR SPACE -PIPING SUMP
<br /> SE R
<br /> i
<br /> TANK
<br /> QUANTITY VARIES
<br /> F_ T4
<br /> SEE SIZE AND BUILDING PLAN(S)FOR EQUIPMENT LOCATION 2' SUMP SENSOR(IB)
<br /> NSTALLPERMANI,FACTURER'S OF 4 SHEETS
<br /> REQUIREMENTS �
<br /> EQUIPMENT SGHEMATIC (FOR REFERENCE ONLY) NOTE: gg
<br /> OTHER EQUIPMENT IN SUMP REMOVED FOR CLARITY. Y TANK ELECTR I GAL
<br /> nCALCULATIONS PETROLEUM AND YARD ELECTRICAL �PIPINCz SUMP SENSOR S PLAN DETt4IL:�
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