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A 3" THREADED TEE _ AND BRANCH TO SCH 40 PIPE MOTORIZED VALVE — SECOND TANK FROM AST 3" THREADED 90° NOTE: ELBOW — TYP CONDUIT SECONDARY CONTAINMENT SUMP AT FUEL TANKS SIMILAR. EXTERIORED ED TO MONITORING I 3" FILL PIPE SIZE PER PLANS TO SUIT CONTITIONS I I I OF SUMP � EQUIPMENT, SEE ELEC L L I I HIGH PIPE SUPPORT, SEET F �0 B a FUEL TANK I I �'I 3" THREADED I INTERIOR OVERFLOW �� UNION OF SUMP I DOUBLE WALL PIPING TO PIPE RISE & DROP ALONG TANK, PREVENTION VALVE ;; FLEXIBLE DAYTANK PUMP II SECURE TO PIPE SUPPORTS, TOP DROP TUBE (MIN. 4") ENTRY BOOT PLAN VIEW j 1 & BOTTOM 11 3" FULL PORT 1FRP PIPING SU (MAX. 5") I ENTRY BOOT LOCKING BALL VALVE SCH 40 PIPE (FEMALE SECTION LI MALE SECTION I 3"x2" FLEXIBLE TEST (SECONDARY REDUCER WITH AIR FUEL TRUCK ADAPTER CONTAINMENT VALVE STEM FP-1 ), FUELPORT & DUST CAP I PIPE I CONCRETE PAD I I I II II 1 " NPT DRAIN W/ LOCKING BALL �� ° LIIIIIII(IIIIIIIIIa a ° a ° -111-111-1_II- VALVE I I — -I I I��,I I 1-1 11- SUMP SENSOR PROBE —III—III—III—III—I r------------ —III—III—III—III— DIESEL & CONTROL JUNCTION BOX ISUPPLY PIPE I CONDUIT TO CONTROL & 'I-111;,111=III=II BLOCK—OUT CONC. PAD FOR FILL ASSEMBLY ENCLOSED TEST REDUCER IN MONITORING EQUIPMENT • • 0 SECONDARY CONTAINMENT WITHIN 20 GALLON SPILL (ADHESIVE FILL NORMALLY OPEN 0 � SUMP CONTAINMENT BOX. (�.P POSITION '41 SECONDARY CONTAINMENT SECURE TO CONCRETE PAD L----------------- I NOTE: W/ANCHOR BOLTS a ° :r ° ° — — — I COUPLING SHOULD NOT INTERFERE I GALV. FEMALE X SLIP COUPLING I—III—III—III WITH ADHESIVE COLLAR THREADED SHORT NIPPLE 1 -1 -1 -1 -1 -11 -1 11=1 11=1 I =1 I I 1 1=1 I—III—I 1=1 1=1 1=1 I—III—III—I 11=III-11 1=1 I- III�Ii1i1�1i11_='Illl�li111_-'Till'_-'Till'_-'I1i1�1i111_-'Illl�l1i1�1i111_-'1 ' SECTION »A9, �� » COUPLING DETAIL SECTION B FILL ASSEMBLY DETAIL 1 SECONDARY CONTAINMENT SUMP 2 SCALE. N.T.S M-704 SCALE: N.T.S M-704 SECURE TO CHANNEL "SUPERSTRUT" E-1200 U—BOLT—GRINNELL FIG. 2'-6" MAX. WITH "SUPERSTRUT" HEAVY DUTY CHANNEL. 137 OR FEE & MASON BALANCE FUEL PIPES PIPE CLAMP. TYP. — LENGTH & HEIGHT TO FIG. 176 ABOUT CENTER LINE MATCH FIELD CONDITIONS ADDITIONAL PIPES TUBESTEEL COLUMN a Q a 1 AS REQ'D PIPING PER PLANS DIESEL FUEL TANK P A ° a d �a a '� �a' � B � — � a ad MECH. DWG. - - - - - - - - - - - - - - I UL n3"X3"X1/4" PROVIDE INERT a 3"X3"X1/4" TUBE STEEL, TANK INTERIOR FOR UNISTRUT SUPPORT PL. 1/2"x9"x9" W/ 4-5/8"0 S.S. ISOLATION SHIELD ,ELECTRICAL CONDUIT AS REQ'D RODS WITH DBL. S.S. NUTS. INSTALL SADDLE BETWEEN TANK EXTERIOR ° a AS REQ D 0 W/HVU ADHESIVE (HILT( HVAA/C PAVING, PER w1/4 2 FOR UNISTRUT SUPPORT PIPE AND TANK 4"x4"x3/8" TUBE ITUBE STEEL, ADHESIVE SYSTEM OR EQ.) ON I I 1 I STEEL COLUMN — CIVIL DWG. (TYP.) CONCRETE 'L AS REQ D 1 -1 2 NON SHRINK GROUT & 5 SUPPORT COLUMN FROM CONCRETE SERVICE PAD V) MIN. EMBED. INTO CONC. PAD PAD PER DETAIL THIS SHEET g LU PIPE SUPPORT ABOVE FUEL TANKS 6 Q SCALE: N.T.S M-704 Qrf LIJ UJI 1 — 4"x4"x3/8" TUBE 1 1/2",\ STEEL COLUMN II TYP, San Francisco Public Utilities Commission I z I SECURE TO CHANNEL =III 1 III=III — — )° Tesla Treatment Facility w SUPERSTRUT E 1200 WITH SUPERSTRUT SEE STRUCT'L FOR SEVICE CT'PA , HEAVY DUTY CHANNEL. PIPE CLAMP. TYP. 9000 W. Vernalis Road, Tracy, California 95377 THICKEND SUPPORT SLAB SECURE TO PAD W/ Spill Prevention Control and Countermeasure Plan DEPTH REINFORCEMENT, & _ HILTI'DNI 227 P8' 1 " P. Studemeister FILL FIN GRADE, POWDER ACTURATED CONIC SERVICE PAD FSEE CIVILL FASTENER, (TYP) Figure A-5.4 —Fueling System Details SECURE TANK SEISMIC RESTRAINT BRACKETS WITH 4" 64 a a . a a a �,P a s a a MINIMUM 1 "Ox5" MIN. EMBED, HILTI BOLTS W/HILT( a 5/16 °�� ' CONTRACT N0. DB- 116 (WD-2609 HY-150 ADHESIVE IN MAT FTG. (TYP 3 PER SUPPORT ` AT EACH END, TYP 2 SUPPORTS PER TANK) CITY AND COUNTY of SAN FRANCISCO I1IIIIIII I1I I1IIIIIII I1I I1I I1= BASE PLATE PIPE SUPPORT ABOVE PAD 5 PUBLIC UTILITIES COMMISSION NOTES PLAN SCALE: N.T.S M-704 INFRASTRUCTURE DIVISION ENGINEERING MANAGEMENT BUREAU 1 . STRUCTURAL STEEL TO CONFORM TO ASTM A36. sty HoGcD Street, 5th Fl. TESLA TREATMENT FACILITY 2. ROUND OFF EXPOSED EDGES. 405 Howard Street, 5th Floor PLOT: EXTEND FUEL TANK SUPPORT 3 SCALE: 1 :1 � San Francisco CA U.S.A. BORDER: SCALE: N.T.S M-704 3. PRIME W/RUST INHIBITOR & PAINT SUPPORT PER SPECIFICATIONS. 94608 FUELING SYSTEM Tel. 510.652.1412 22,34 CONSTRUCTION LEADERS Stantec www.stantec.com 1857 DETAILS COLOR. No. RED 0.70MM RAISED PIPE SUPPORT ABOVE PAD 4 AS - BUILT PROJECT ENGINEER DRAWN BTG YELLOW 0.20MM GREEN 0.25MM DETAIL NOTES SCALE. N.T.S M-704 PROJECT MANAGER RAF DESIGNED BTG CHECKED / APPROVED DRAWN SCALE CYAN 0.40MM ORD DRAWINGS — THESE RECORD DRAWINGS HAVE APPROVAL CHECKED SECTION MANAGER DESIGNED DATE RECORD BLUE 0.50MM BEEN PREPARED, IN PART, ON THE BASIS OF RAF BAB MAGENTA0.20MM ANCHOR BOLTS TO BE HILTI—HIT RE500—SD PER INFORMATION COMPILED BY OTHERS. THEY ARE NOT APPROVED APPROVED WHITE 0.35MM STRUCTURAL. FOR THE SOLE USE OF THE DOCUMENT RECIPIENT ELEVATION INTENDED TO REPRESENT IN DETAIL THE EXACT GRAY 0.15MM A 04/15/11 As BUILT BTG BAB 9 0.15MM — DO NOT CITE, COPY, OR CIRCULATE WITHOUT DATUMQ LOCATION., TYPE OF COMPONENT NOR MANNER OF 1 01/22/10 PIPE SUPPORT ABOVE TANK, & ANCHOR BOLT NOTE BTG BAB MANAGER, ENGINEERING MANAGEMENT BUREAU MANAGER, WATER SUPPLY AND TREATMENT DIVISION 10 1.00MM THE EXPRESSED PERMISSION OF THE SFPUC. NAVD 88 CONSTRUCTION. THE ENGINEER WILL NOT BE NO. DATE DESCRIPTION BY APPR'D SHEET PLAN NO. DRAWING NO. REVISION NO. 100 0.50MM RESPONSIBLE FOR ANY ERRORS OR OMISSIONS, WHICH AB M-704 E-20052 210 0.50MM HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS. REVISIONS OF J FILE: U:\1 11 700300\TESLA TF DB116 PROJECT FILES\8_Drawings\8-9_Progress Submissions\archive\11.005.09 (As—Builts)\dwg\vol 2\3Mechanicol\M-704.dwg 8/18/11 11:36FOR dREDWF-D PLANS ORIGINAL SCALE IS IN INCHES 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4