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- X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 'V FTP-1 , PROVIDE (N) CONC. PAD TO MATCH (E) MIN 9" WIDER THAN EQUIP. ALL SIDES. SEE DETAIL C/M702. SECURE TO SLAB WITH %$"Ox3y" EMBED. A304/316 L1 IJ Lk �J STAINLESS STEEL BOLTS W/HILTI HIT—RE =I— = ==�_ � 8,000 GALLON ABOVE GROUND 500—SD EPDXY IN CONC., TYP., (6 TOTAL) II'— 1 j II IIL j-- - j II DIESEL FUEL STORAGE TANK 1 II I I II II I I II SECURE ABV PAD, TYP 4 II I I i t II PIPE SUPPORT ABV FIN PAD, SEE II I I I II I I II SEE 5 70 I I 70 II I I II II I I II C II I I II II I I II 70 II �1 GENERATOR I IIII I 1IIII FRP-1 , F UEL RETURN IIIIIIIIII �I1 GENERATOR 150 GALLON DAYTAN KS INS IDE 8'000 GALLON ABOVE GROUND IPUMP, (DUPLEX ENCLOSURE' VERIFY EXACT DIESEL FUEL STORAGE ICONNECTION LOCATIONS OF P. O .C.TANK LEAK TANK 2 PACKAGE), SECURE TO DETECTION 4 RAISED CONCRETE TO TANK STUBS W/GENERATOR (INTERSTITIAL SPACE) 7 V84411 _41 PAD (TYP) I I R SUPPLY FROM TANK ° SECURE ABV TANK, TYP I L _ _ I IL �_ _ �J I FRP-2 UG PIPING SUMP W LEAK TO FILTER V8441 0 1 SEE CONN. W/ FLEX COUPLING (TYP) I II II II DETECTOR TYP W/ I 6 ROUTE PIPES THRU GENERATOR CABINET II II 11 11 (TYP) %4"x45° CONT. INSTRUMENTS 70 SECURE IN PLACE (TYP) II II 11 11 CHAMFER ALL 1 1 18"0 MANWAY VENT (TYP) I I I I I I 11 AROUND. TRANSFER SYSTEM ° 11 I 11 5 @ 12" OC MAX NORMAL VENT SOL 1 11 r 1I r ADJACENT AWAY MID DEPTH EMERGENCY VENT 0 SECURE TO CONC PAD I IIILH' I 1 11 I FINISHED TYP 4 PLCS , SEE I III I 1 11 I SLAB OF SLAB SECONDARY 0 ( ) 3 1 BALL VALVE 1 1 L � J I I I L � J EMERGENCY VENT 70 I j I I I I (NP) I I I I SOLENOID PRIMARY SSV-2 1 11 SO ENOID 1 I 1 1 SSV-1 1 FS CONN W/ANTISIPHON SOLENOID 1 1 1 VALVE V8414 RETURN FROM DAY TA K I I I I VALVE V8413 I 11 7j1:7%.1'% —p" _ I VALVE (TYP) 11 II 11 11 0 In � TANK FILL FROM I I 11 FUEL PORT 1 7—i 1 11 II I I 11 5 @ BOT 8 FILTER RETURN TO TANK FLOW CONTROL VALVE TYP I # (TYP) I I � `� 11 I I I I � FILL V844 -- 2"0 FILTER RETURN PIPING, OVERHEA 1 I I 1 SELECTOR VALVE (TYP) V � — - - -1 L - - - - -1 CONCRETE PAD DETAIL C I1 m m 1 � 1 1 1111 m m 11 841 II _ _ SIL SIL __ II _ _INL_ IIIA SCALE: NONE M—702 3" V8443 _ V8462 1 " FOS(D) ALONG PIPE SUPPORTS III ��1� �I(�� CONSTRUCTION JOINT N.C. BV F.O.R. BETWEEN TANKS @ TANK CONC PAD & — = PIPE & FUELING PAD 2" 2" SEE STRUCT'L r 1 1 PIPE SUPPORT NOM. 9' _ _------------- _----------_ ---- ------------ I — ---- -----------------J PROPANE TANK, SEE — ---- ---------- --- -------------- PLUMB'G DETAIL 1 ABV FIN PAD, MIN 7', Q L —J < 50 TYP, SEE 4 J 1 "-1/4"0 DOUBLE WALL U.G. 1 "0 DOUBLE WALL U.G. 70 " A FUEL RETURN PIPING SLOPE FUEL SUPPLY PIPING z BACK TO SUMP (TYP) EDGE OF SERVICE ROAD, o 0 : 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE CIVIL PLANS 0 FP-1 FT-1 FSP-1 CONCRETE PAD OVER U.G. FUEL PIPING 4'-0" FUEL PORT FILTER TANK FUEL SUPPLY PUMP, CONTAINMENT SUMP, W/36"O, 300 PSF A (PROVIDE 4" RAISED DUPLEX SERVICE COVER AND FRAME; PROVIDE 1 „ OVERFILL PAD W/AUTOMATIC TANK W/LEAK DETECTOR, SEE 4"0 CONCRETE FILLED PREVENTION DRY BREAK HOSE SELECTOR CONTROL 2 BOLLARDS © 4' O.C., SEE 3 (NP) San Francisco Public Utilities Commission PER CFC CONNECTION. INSTALL PANEL 70 CO2 Tesla Treatment Facility 3404.2.7.5.8) @+36" A.F.S. SECURE 9000 W. Vernalis Road, Tracy, California 95377 CONTROL PANELS P� W/STRUT SUPPORTS. Spill Prevention Control and Countermeasure Plan (TYP) P. Studemeister Figure A-5.6 – Fueling System Site Plan Elec'I Rm. _ ABOVEGROUND FUEL STORAGE TANKS & EMERGENCY GENERATORS FUELING SITE PLAN CONTRACT NO. DB- 116 (WD-2609) 11 A CITY AND COUNTY of SAN FRANCISCO 110❑❑0❑❑0❑ SCALE: 3/16"=1 '-0" M-702 PUBLIC UTILITIES COMMISSION IID 0 TLS 350 PANEL, INVENTORY MONITORING AND LEAK INFRASTRUCTURE DIVISION 11 DETECTION CONTROL PANEL. ENGINEERING MANAGEMENT BUREAU CONTRACTOR TO MOUNT IN TYPE 4X LOCKABLE sty tec Howard Consulting Inc. TESLA TREATMENT FACILITY ENCLOSURE AT 48" ABOVE FIN GRADE. COORDINATION 0 4 8 12 16 � 405 ilowara street, 5th Floor LOCATION WITH WALL VENTILATION LOUVERS. San Francisco CA U.S.A.94608 SCALE: 3/16" = 1 '-0" Tel. 510.652.1412 FUELING SYSTEM Fax. 510.652.1857 Floride Storage NOTE: MFR. TO PROVIDE HEAT LOAD CALCULATION FOR CONSTRUCTION LEADERS Stantec www.stantec.com SITE PLAN E: :L PL 77/� SUBMITTAL TO ENCLOSURE MFR. FOR DESIGN OF O AS — BUILT PROJECT ENGINEER _ DRAWN BTG Stoe � VENTILATION SYSTEM. ALSO PROVIDE SUNSHIELDS FOR g PROTECTION FROM SUNLIGHT. PROJECT MANAGER RAF DESIGNED BTG CHECKED / APPROVED DRAWN SCALE ra RECORD DRAWINGS – THESE RECORD DRAWINGS HAVE APPROVAL RAF CHECKED BAB SECTION MANAGER DESIGNED DATE L)7� I BEEN PREPARED, IN PART, ON THE BASIS OF APPROVED APPROVED INFORMATION COMPILED BY OTHERS. THEY ARE NOT AB 04/15/11 As BUILT BTG BAB rB **� FOR THE SOLE USE OF THE DOCUMENT RECIPIENT ELEVATION INTENDED TO REPRESENT IN DETAIL THE EXACT 4 09/,3/,0 REVISED TRANSFER PUMP PIPING BTG BAB PARTIALCHEMICAL BUILDING — DO NOT CITE, COPY, OR CIRCULATE WITHOUT DATUMQ LOCATION., TYPE OF COMPONENT NOR MANNER OF 3 08/17/10 REVISED TRANSFER PUMP & PIPING BTG BAB MANAGER, ENGINEERING MANAGEMENT BUREAU MANAGER, WATER SUPPLY AND TREATMENT DIVISION THE EXPRESSED PERMISSION OF THE SFPUC. NAVD QQ CONSTRUCTION. THE ENGINEER WILL NOT BE NO. DATE DESCRIPTION BY APPR'D SHEET PLAN NO. DRAWING NO. REVISION NO. SCALE: 3/16"=l '—O" M-702 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS, WHICH M-702 E-20050 HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS. REVISIONS of AB