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CONTRACTOR'S OPTIC <br /> VEEDER-ROOT TLS-350 TANK * INSTALL 12" CONCRETE SLAB WITH 6" x 6" - 10 / 10 W.W.F. UNDER TANK <br /> MONITOR/LEVEL GAUGE CONTROL INSTEAD OF DEADMEN AS INDICATED. OBTAIN ENGINEER'S APPROVAL PRIOR TO <br /> PANEL INSTALL AS SHOWN ON INSTALLATION. WHEN TANK HOLE IS TO BE SHORED, CONTRACTOR TO PROVIDE <br /> SITE PLAN SHORING DESIGN AND CALCULATIONS TO ENGINEER. <br /> NOTE: <br /> SEE SHEET F6 FOR NUMBER OF HOLD-DOWN STRAPS PER TANK. <br /> 6" SCH 40 BLACK IRON PIPE x 7'-3" o <br /> 3/4" C/W CONCRETE FILLED PRIME PAINT & 0 <br /> 2 #12 SOLENOID <br /> FINISH SAFETY YELLOW 0 <br /> VALVE CONTROL •° r <br /> TANK <br /> TOP SOLENOID VALVE : ; Q : p•. .• . <br /> (NORMALLY CLOSED) � <br /> GENERATOR <br /> CONTROL PANEL 1/4" X 3." HOT DIP GALVANIZED FLAT BAR HOLD DOWN • 'I .I ••, F <br /> BUILDING ALARM PANEL STRAP AS PROVIDED BY TANK MANUFACTURER. BRUSH p �, <br /> (IF EXISTING) 54" A.F.F. WITH FIBERGLASS RESIN, THEN WRAP WITH 30 MIL ' . I'•I , • M e <br /> 3/4" CONDUIT WITH (2)#14 WIRESMAX. BLACK PIPE WRAP TAPE. INSTALL OVER 6" WIDE EPDM •. .�a I •,• "' <br /> TO ALARM RELAY TERMINALS RUBBER ISOLATION STRAP. (AVAILABLE FROM STEEL - <br /> (BY OTHERS) TANK INSTITUTE MEMBER TANK MANUFACTURERS) ' <br /> EXISTING <br /> ELECTRICAL PANEL <br /> 3/4" C./W 1 #12 (ACH), 1 #12 TANK ANCHOR STRAPPING REQUIREMENT INSTALL <br /> (ACN) & 1 #12 GND. TO ALARM MAY BE ALTERED OR CHANGED TO MEET DEADMEN EVEN <br /> SWITCH SPECIFIC NEEDS OF THE SITE LOCATION WITH OUTSIDE 18" <br /> EDGE OF TANK (OR SQ') <br /> 1" DIA. HOT DIP GALVANIZED ROUND (TYP.) <br /> 3/4" C./W 1#12 (ACH), 1 #12 (ACN), 1 #12 GND. BAR W/10" LONG THREAD & 2 NUTS <br /> & 2 #12 V.R. CONTROL TO ALARM SWITCH A5 PROVIDED BY TANK MANUFACTURER. 3" CER. <br /> BRUSH WITH FIBERGLASS RESIN, THEN (TYP.) <br /> 12" SQUARE CONCRETE HOLD-DOWN THREAD ROD ANCHORS ATTACHED WRAP WITH 30 MIL BLACK PIPE WRAP. <br /> 3/4" C./W 2 #12 V.R. CONTROL LOGS x TANK LENGTH + 2' W(4)/#4 TO #4 REBAR TYPICAL OF ALL <br /> KEBABS RUN LONGITUDINALLY W/#3 LOCATIONS. (IF SLAB IS UTILIZED, <br /> 3/4" C/W 4 #14 CONTROL WIRES FOR TIE #4 x 24" LG. REBAR TO WIRE <br /> TANK LOW LEVEL AND LEAK ALARMS. WIRE TIES AT 18" O.C. MAINTAIN 3" CLEAR MESH & ATTACH THREAD ROD <br /> SEE SITE PLAN FOR APPLICABILITY <br /> NORMALLY CLOSED. SPACE ALL AROUND ANCHORS TO #4 REBAR.) <br /> (BY OTHERS) ST DETAIL <br /> TO 120V POWER#1 SOURCE} 1 #12D(DEDICATED 202 #1 POLE <br /> 6 TANK HOLD—DOWN f,. r .: AL 4r ol�lu . I STANDARD GUARD PO SCALE: NONE <br /> BREAKER <br /> NONE,- <br /> 1- CONDUIT WITH (X) CONDUCTORS SHIELDED BELDEN CABLE TO <br /> TANK SENSOR & PROBE BELDEN #8370X BI.;rLQEO-1 <br /> (SEE SHEET P2) <br /> CONTINUOUS POLYETHYLENE ` <br /> SEALANT AT WALLS WALL WHERE ADJACENT TO SLAB--s,,. I CONCRETE CURB <br /> (1) HILTI FASTENSERS I WHERE ADJACENT TO <br /> ® 24" O.C. I I SLAB <br /> 6" x 6" SHEET METAL GUTTER. I CONCRETE TIE SIKAFLEX I EXISTING CONCRETE SLAB <br /> 4 CONDUIT & WIRING SCHEMATIC SCALE: NONE CONTINUOUS THE LENGTH OF 1-A ONE PART SELF--LEVELING ' I WHERE ADJACENT TO <br /> THE RETURN AND SUPPLY I SEALANT-GREY OR LIMESTONE OR NEW SLAB <br /> PIPING TO PIPING TRANSITION I EQUIVALENT (310) 886-1000 I <br /> SUMP WITH SENSOR. 1 i' <br /> INSTALL SUMP SENSOR � 4 V • 4 4 4 � <br /> 8" RADIUS EASED EDGE BURKE NT CA <br /> 794380-208° 3/8- a AWAY JOINT CAP, <br /> • ' <br /> 1/2- WIDE <br /> a e a 'e c <br /> s• <br /> BURKE SELF- <br /> ' NEW CONCRETE SLAB EXPANDING CORK <br /> EXPANSION JOINT <br /> MATL., 1/2- WIDE <br /> 1' <br /> a <br /> r <br /> F <br /> i <br /> 7 GUTTER DETAIL SCALE: NONE ,2 EXPANSION JOINT DETAIL SCALE: NONE <br /> SW1046 <br /> ELECTRICAL REVISIONS / AUTHORIZATIONS <br /> PANEL <br /> I N0. REVWNS / AXH0RffAn0NS DATE BY <br /> OVERFILL 1 <br /> ALARM I J I VEEDER Q MASTER DRAWINGS 3/4/03J ROOT TLS PER CLIENT INSTRUCTIONS 11/12/03 DM <br /> PANEL <br /> 2 UPDATED TO 01/23/04 STANDARDS 2/23/04 DW <br /> 3/4" C, 2 #12 IrW 3/4" C, 2 #12 <br /> & 1 #12 GND & 1 #12 GND <br /> PROPRIETARY SBC INFORMATION <br /> NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF SBC <br /> THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF <br /> ACKNOWLEDGMENT THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR <br /> SWITCH PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR <br /> ZONING CHANGES. <br /> C, 2 #12 DRAWINGS PREPARED FOR <br /> 3/4" C, 4 #12 & 1 #12 GND CORPORATE <br /> C REAL ESTATE <br /> 3 OVERFILL ALARM WIRING DIAGRAM SCALE: NONE PROJECT TTRE: <br /> ESCALON <br /> 1812 COLEY AVENUE <br /> a , <br /> ESCALON, CALIFORNIA <br /> CLLC=ESCLCAl 1 UG--010 <br /> SHEET TITLE. UNDERGROUND FUEL TANK <br /> W SUCTION SYSTEM <br /> MISCELLANEOUS DETAILS <br /> ENGAGEMENT Ni MBB: DATE: 09/16/03 SCALE AS NOTED <br /> CONSULTING ENGINEERS DRAWN BY: DW CHECKED BY: TP <br /> 2880 Sunrise Boulevard SOC AUTHORIZATION: SHEET: 5 OF: 8 SHEETS SHEET NO. <br /> Suite 206 SOC DRAWING NO.: <br /> USED <br /> ��r n Rancho Cordova, CA 95742 �� <br /> 5 NOT ViJEU <br /> SCALE: NONE TAIT & ASSOCIATES, INC,7NOT (916) 635---2444 <br /> (916) C35-2606 Fax <br />