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CnNTRAGTOR'S OPTION: <br /> " INSTALL 12' CONCRETE SLAB WITH 6' x 6' - 10 / 10 W.W.F. UNDER TANK <br /> INSTEAD OF DEADMEN AS INDICATED. OBTAIN ENGINEER'S APPROVAL PRIOR TO VEEDER-ROOT TLS-350 TANK <br /> INSTALLATION. WHEN TANK HOLE IS TO BE SHORED, CONTRACTOR TO PROVIDE MONITOR/LEVEL GAUGE CONTROL <br /> SHORING DESIGN AND CALCULATIONS TO ENGINEER. PANEL INSTALL AS SHOWN ON <br /> SITE PLAN <br /> NOTE: <br /> SEE SHEET P6 FOR NUMBER OF HOLD-DOWN STRAPS PER TANK. <br /> 4" SCH 40 <br /> 3/4' C/W BLACK STEEL <br /> PIPE x 6 , <br /> 2 112 SOLENOID CONCRETE 9" s <br /> VALVE CONTROL FILLED PRIME o <br /> TANK. .. <br /> TOP SOLENOID VALVE & FINISH PAINT "> <br /> (NORMALLY CLOSED) __..._ 54'AFF / d <br /> GENERATOR MAX <br /> 1/4' X 3' HOT DIP GALVANIZED FLAT BAR HOLD CONTROL PANEL <br /> — — — — — — — — — — DOWN STRAP AS PROVIDED BY TANK — <br /> BUILDING ALARM PANEL—� <br /> MANUFACTURER. BRUSH WITH FIBERGLASS RESIN, / (IF EXISTING) <br /> THEN WRAP WITH 30 MIL BLACK PIPE WRAP TAPE. / <br /> INSTALL OVER 6' WIDE EPDM RUBBER ISOLATION / \\ TO ALARM RELAY TE4* CONDUIT WITHRM)1NALS WIRES �J • I .I a <br /> 14 <br /> STRAP. (AVAILABLE FROM STEEL TANK INSTRUTE <br /> MEMBER TANK MANUFACTURERS) ' (BYOTH <br /> ERS) �' I •I ` <br /> / EXI <br /> STING <br /> E TICAL PANEL <br /> TANK ANCHOR STRAPPING REQUIREMENT IGED TO MEET NSTALL <br /> DHDMEN \ / 3/4• C./W 9 #12 (ACN), 1 j12 •Iv <br /> MAY <br /> NEEDS FRTHESITE LOCATION OUTSIDE EDGE OF / (ACN) & 1 #12 GND. TO ALARM <br /> TANK (TYP.) _ SWITCH <br /> - - - <br /> _ _ _ 1• DIA. HOT DIP GALVANIZED ROUND BAR W/10' � <br /> • — Z �� r _ -•Z —Z - 1 LONG THREAD & 2 NUTS AS PROVIDED BY TANK <br /> MANUFACTURER. BRUSH WITH FIBERGLASS RESIN, 3/4' C./W 1112 (ACH), 1 1121 (ACN), 1 112 CND. <br /> THEN WRAP WITH 30 MIL BLACK PIPE WRAP. 3' CLR. & 2 #12 V.R. CONTROL TO ALARM SWITCH 18 0 <br /> 12' SQUARE CONCRETE HOLD—DOWN THREAD ROD ANCHORS ATTACHED (TMP') (OR SQ.) <br /> LOGS x TANK LENGTH + 2' W(4)/#4 TO #4 <br /> RE AR TYPICAL <br /> OFAI ZED, 3/4' C./W 2 112 V.R. CONTROL <br /> REBARS RUN LONG 01 W/93 LOOTIE #4 x 24• LG. REBAR UTI WIRE 3/4' C/W 4 #14 CONTROL WIRES FOR <br /> TIES AT 18. O.C. MAINTAIN 3' CLEAR MESH k ATTACH THREAD ROD TANK LOW LEVEL AND LEAK ALARMS. WIRE <br /> SPACE ALL MOUND NORMALLY CLOSED. <br /> ANCHORS TO j4 REHEAR.) <br /> (BY OTHERS) <br /> 3/4' C./W 1 #12 (ACH), 1 112 (ACN) & 2 #12 GND. <br /> 4 TANK HOLD-DOWN SCALE: NONE TBR 120V POWER SOURCE ON DEDICATED 20A I POLE 1 STANDARD GAURD POST DETAIL SCALE NONE <br /> EAKER <br /> 1' CONDUIT WITH (X) CONDUCTORS SHIELDED BELDEN CABLE T(H-- <br /> TANK SENSOR & PROBE BELDEN 18370X BELDFOIL <br /> (SEE SHEET P2) <br /> 5 CONDUIT & WIRING SCHEMATIC SCALE NONE <br /> WALL WHERE ADJACENT � I CONCRETE CURB <br /> TO SLAB �I WHERE ADJACENT <br /> I I TO SLAB <br /> CONCRETE 71E SIKAFLEX 1-AT <br /> EXISTING <br /> ONE PART SELF-LEVELING I CONCRETE SLAB <br /> SEALANT-GREY OR LIMESTONE WHERE ADJACENT <br /> OR EQUIVALENT (310) 888-1000 I TO NEW SLAB <br /> At <br /> °' 4 4 BURICE BREAK- <br /> 3/8• RADIUS EASED EDGE r.a AWAY JOINT <br /> a s , C . '� . CAP, 1/a WIDE <br /> c�BURKE SELF- <br /> NEW CONCRETE SLAB EXPANDING CORK <br /> EXPANSION JOINT <br /> CONCRETE TANK RAIL SET IN RESTRAINT BRACKET MATL., 1/2" WIDE <br /> N x4• EMBED BOLT <br /> SEE <br /> 1 SEE SEISMIC RESTRAINT DETAIL. THIS SHEET. STAINLESS STEEL FLEX - -_ <br /> I CONNECTORS. MUST O UL <br /> i ii i N LISTED FOR ABOVE GROUND USE <br /> 1 i I <br /> ANTI-SIPHON VALVE <br /> \ UNIVERSAL VALVE <br /> 2v BLACK IRON "°' SERIES PIPE CLAM 3S 2 EXPANSION JOINT DETAIL SCALE NONE REVISIONS AUTHORIZATIONS <br /> \\ VENT w/ VENT CAP VNISTRUT PIPE_,SUPPORT <br /> g 8' EMERGENCY VENT l 0 J <br /> � REQ. EVERY 1 No. REVIsioNs / norHORIunOHs OnTc er <br /> RETURN PIPE SUPPORT PLAN 3/4'x4• EMBED ISSUED FOR BID 1tA1/01 MED <br /> \ RAWL BOLT <br /> E o SUCTION SUPPLY UNE TYP. OF 2 <br /> F \ N1. TEMPORARY TANK AND <br /> ISSUED FOR CONSTRUCTION 3/7/x2 MED <br /> \ fV <br /> u �♦ 1 ARRANGEMENT TO BE REVIEWED �•r. <br /> o. \ — — AND APPROVED BY GOVERNING FIRESITE PLAN FOR ELECTRICAL <br /> K–RAIL SEE - DEPARTMENT PRIOR TO INSTALLATION. PANEL <br /> rT�� PROPRIETARY SBC INFORMATION <br /> o <br /> REQUIRED LAYOUT\\ i I <br /> 2. TANK TO HAVE PROPER *NO SMOKING• <br /> B \� AND CONTENTS PLACARDS PER FIRE OVERFILL <br /> DEPARTMENT REQUIREMENTS. ALARM NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF SBC <br /> �� ENVIRONMENTAL MANAGEMENT UNDER EXEMPTIONS SET FORTH IN <br /> U.L. LISTED GRO GAL coHvnuLr 3. ALL EQUIPMENT FOR TEMPORARY 1/2 L _ .� .J ROOT TLS THE CALIFORNIA PUBLIC RECORDS ACT. THIS INFORMATION MAY <br /> � ABOVEGROUND TANK. y TANK 1b BE SUPPLIED BY CONTRACTOR. 1 <br /> PANEL ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL <br /> µ (TEMP. TANK FOR GENERATOR) LL � <br /> A MIN. EDGE DISTANCE 41/2' PER TSMENT AGENCY IN <br /> NAG <br /> FROMCONNECTION WITH BUILDINGS, CONSTRUCTION, <br /> TOR <br /> \ 1g 1/ FROM Bar CEHITERUNE To FREE 3 / j AND OR ZONING CHANGES. <br /> EDGE OF CONCRETE /4' C. 2 #12 -3 4' C. 2 12 <br /> O \� & 1 #12 GND & 1 #12 GND DRAWINGS PREPARED FOR <br /> y I 2' CLEAR _ CRY �� ENVIRONMENTAL MANAGEMENT <br /> • .-� <br /> SEISMIC RESTRAINT BRACKET DETAIL AC*N�MEHr PACIFIC REGION <br /> j – b ♦ 1• BLACK STEEL SUPPLY AND RETURN TO PROJECT TITTLE <br /> GENERATOR. L <br /> /4 O Y O.C. EACH WAY 3/4• C. 2 #2 & 1 012 GND PACIFIC BELL FACILITY <br /> 12' <br /> TEMP. PIPE SUPPORT <br /> / o SEE ANCHORAGE DESIGN BY R.B. - 3/4' C. 3 #2 &,a 10 EAST 12TH STREET <br /> ' WELTY & ASSOCIATES, 7-30-01 FOOT VALVE - Ss'Ngl\ TRACY, CALIFORNIA <br /> / 7x12' SLAB, CONCRETE 2000 PSI O 28 DAYS MIN. \\ <br /> g COMPRESSIVE STRENGTH, STEEL Fp80k PSI. SEE �> OONnW,E Oji <br /> FOUNDATION DESIGN BY RHL DESIGN GROUP, B–B-01 �Or219 TRACCAI1 UE058 <br /> ro ET D11E: <br /> EMERGENCY" 23 GS a^�I SHEET <br /> GENERATOR SUCTION SYSTEM <br /> MISCELLANEOUS DETAILS <br /> U ESTIMATE/ ROUnNE ORDER: DATE; 03/07/02 SME, 1 <br /> 6 TEMPORARY ABOVE GROUND TANK DETAIL SCALE: NONE 3 OVERFILL ALARM WIRING DIAGRAM SCALE: NONE UE1354E DRAWN B>•: SPT CHECKED BY: MED <br /> *owlFARC2 SBC NJDU7RIZADON: <br /> Lw_ <br /> 1137 N.ZM.DG EUL BBLL•YD�EDKGMA, CSA�949�(0) 7565-1TO SBC DRAWING NO.: DF. 6 SHEETS SHEET N0. <br /> JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, DWL ENGINEER _ TRAC 11 -01 -0111 F5 <br />