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HomeMy WebLinkAbout501 W 9th St 98-263 Plans new construction Underground tank BellSouthEXISTING TANK SCHEDULE APPROXIMATE APPROXIMATE APPROX. DEPTH APPROX. CURRENT SITE TANK TANK CAPACITY TANK SIZE TO TOP OF TANK TANK CONTENTS SANFORD, FL. 2 5,000 GALLONS 96"0 x 13'-6" 48" 4,710 GAL. DIESEL TANK NUMBERING CORRESPONDS TO BELLSOUTH CES DATABASE. N CITES 1� VERIFY EXACT LOCATION OF ALL UTILITIES BEFORE DIGGING. EXISTING 5,000 GALLON, STEEL DOUBLE -WALLED FUEL TANK TO REMAIN AND BE UPGRADED. REMOVE CONCRETE COVER PAD AS INDICATED, PIPING (F.O.S., F.O.R.,VENT, AND FILL) SUMP, GAUGE, MANHOLES, AND ALL APPURTENANCES. REMOVE INTERSTITIAL RISER, VENT. SEE FUEL TANK DETAIL THIS SHEET. SEE SPECIFICATIONS AND NEW WORK FOR UPGRADE REQUIREMENTS. E3 REMOVE EXISTING VEEDER ROOT TLS-350 FUEL MONITOR CONSOLE, LOW LEVEL ALARM, TANK PROBE AND TUBING. REMOVE CONDUIT AND WIRING FROM TANK TO THE CONSOLE. EXISTING POWER WIRING AND CONDUIT FROM ESSENTIAL POWER PANEL TO VEEDER-ROOT MAY REMAIN AND BE REUSED IF FOUND TO BE IN GOOD CONDITION AND PROPER SIZE AND TYPE. REMOVE ANY ASSOCIATED INTERIOR CONDUIT AND WIRING RENDERED INACTIVE BY THIS PROJECT. EXISTING EXTERIOR CONDUIT MAY REMAIN AND BE REUSED FOR TANK SENSORS AND PROBE WIRING IF FOUND TO BE IN GOOD CONDITION. REMOVE EXTERIOR MOUNTED OVERFILL ALARM, CONDUIT MAY REMAIN AND BE REUSED IF FOUND TO BE IN GOOD CONDITION. SIGN MAY REMAIN AND BE REUSED IF FOUND IN GOOD CONDITION. ® DRAIN AND PRESSURE TEST EXISTING COPPER PRIMARY FUEL LINES AND EXISTING FIBERGLASS SECONDARY PIPING TO DETERMINE IF PIPING IS TO BE REPLACED. PRIMARY LINES ARE TO BE TESTED AT 100 PSIG. FOR A DURATION OF 1 HOUR; SECONDARY LINES ARE TO BE TESTED AT 5 PSIG FOR A DURATION OF TWO HOURS. SEE SPECIFICATIONS SECTION 01320 FOR LEAK TESTING CERTIFICATION REQUIREMENTS. IF PIPING SYSTEM PASSES TEST (NO APPRECIABLE DROP) FUEL PIPING SYSTEM MAY REMAIN AND BE RETRO-FITTED TO TIE IN WITH NEW SUMP. IF PIPING FAILS PRESSURE TEST, REMOVE PIPING (PRIMARY AND SECONDARY) FROM TANK TO ENGINE ROOM PENETRATION. RETAIN SHEETMETAL COVER FOR POSSIBLE REUSE IF FOUND TO BE IN GOOD CONDITION. REMOVE VENT LINE FROM TANK TO CORNER OF BUILDING IF FUEL PIPING IS TO REMAIN. REMOVE VENT LINE FROM TANK TO BUILDING PENETRATION IF FUEL PIPING IS BEING REPLACED. PATCH BUILDING PENETRATIONS TO MATCH EXISTING AS NECESSARY. REPLACE SHRUBS TO MATCH EXISTING AS NECESSARY. DEVELOPS PRICING FOR FUEL PIPING RETRO FIT AND REPLACEMENT. O REMOVE EXISTING DAYTANK SYSTEM. SYSTEM CONSISTS OF 40 GALLON DAYTANK, SUPPLY PUMP, PUMP CONTROLLER. LIQUID SENSOR AND ALL VALVES/ FITTINGS. REMOVE VENT PIPING FROM DAYTANK TO WALL, PATCH HOLE IN WALL TO MATCH EXISTING. EXISTING ASSOCIATED POWER WIRING AND CONDUIT TO REMAIN AND REUSED WITH NEW DAYTANK ASSEMBLY IF FOUND TO BE IN GOOD CONDITION AND PROPER SIZE/TYPE. TIMING OF DAYTANK REMOVAL TO BE DETERMINED BY TEMP. TANK NEED, SEE NOTE 7 . ® REMOVE EXISTING RACOR FILER AND RETAIN FOR REMOUNTING WITH NEW DRIP PAN. SEE SHEET M-2. O PROVIDE TEMP TANK (MINIMUM 300 GALLON) WHILE EXISTING FUEL TANK IS OUT OF SERVICE. SEE SPECIFICATIONS FOR TEMPORARY TANK REQUIREMENTS. PROVIDE TEMPORARY FUEL PIPING IN SCHEDULE 40 PVC PROTECTIVE SLEEVES FROM TEMPORARY TANK TO ENGINE ROOM, PENETRATE BUILDING AT EXISTING EMERGENCY CABLE ACCESS NEAR FUEL PIPING PENETRATION. RELOCATE EXISTING DAYTANK CLEAR OF NEW WORK, PROVIDE TEMPORARY FUEL PIPING, ELECTRICAL CONNECTIONS, CONDUIT AND VENT CONNECTIONS. UTILIZE DAYTANK WITH TEMPORARY TANK SYSTEM AS NEEDED. _ Z 5,000 GALLON, STEEL DOUBLE - WALLED UNDERGROUND FUEL TANK. SEE NOTE02 . FILL DEADMAN ANCHORS UNDER TANK. 5,000 GALLON, STEEL DOUBLE - WALLED UNDERGROUND FUEL TANK. SEE NOTES. SUMP & ACCESS PIT. SEE NOTE E. REINFORCED CONCRETE COVER PAD. SEE NOTE E. GAUGE LINE IN CONDUIT. SEE NOTE Q. INTERSTITIAL. SEE NOTE O2 . ASPHALT-------' 4" F.O.S. & 1 y2" F.O.R. IN 4" FIBERGLASS CONDUIT. SEE NOTE®. — CHAIN LINK FENCE.— CONCRETE SIDEWALK 1AW n ASPHALT �l DRIVEWAY •—� GRASS -,,� SUMP & / JUNCTION SUMP SEI` INTERSTITI -" F.O.S. 1 W" F. 0. R 0 DETAIL -- EXISTING FUEL TANK SCALE: ALLEY ❑ ❑ ❑ EXISTING BUILDING ❑ Cl Cl ❑ 501 WEST 9TH STREET rir ❑ ❑ ❑ ❑ �i kl LIIJ-------� GRASS �J sr------ ——_.-1---1-----UG-W---------------� \'___LAUREL AVENUE 500 KW GENERATOR. SITE PLAN SANFORD, FLORIDA SCALE: 1 /32"=1'-0" DEMOLITION SANFORD, FLORIDA SCALE: %" =1'-0" FUEL INVENTORY PROBE. REINFORCED CONCRETE COVER PAD. #4 REBAR 012" O.C.E.W. FILL GRADE. (ASPHALT) VENT ANCHOR STRAP (TYP.). CONCRETE DEADMEN ANCHORS. GRASS -, ' SUGGESTED LOCATION FOR DAYTANK, SEE NOTE@? . - ELECTRICAL PANEL. VEEDER-ROOT (TLS-350). SEE NOTE Q3 . SHEETROCK WALLS. GENERATOR CONTROL PANEL. LEGEND - - -GL-- - GAUGE LINE IN CONDUIT. SEE NOTEE3 . - -- F.O.S. - - FUEL OIL SUPPLY. SEE NOTE®. -- - F.O.R. - - FUEL OIL RETURN. SEE NOTE®. -- -- F.O.V. - -- FUEL OIL VENT. SEE NOTE E . - -GND-- - EXISTING GROUND RING TO REMAIN. SEE NOTE 10. OH OVERHEAD UTILITIES T TELEPHONE E ELECTRIC - - - UG - --- - UNDERGROUND UTILITIES T TELEPHONE E ELECTRIC G GAS S STORM SEWER SS SANITARY SEWER W POTABLE WATER F FIRE WATER NOTE: FOR ALL UTILITIES SEE NOTE. 6 Iv v I r- 1D J Yr��'J V b L cl — Cf 7 _J JOEWSON9 SPELLM)W & ASSCKMkTF,% H9C CONSULTING ENGINEERS 6991 Peachtree InduzVal Blvd. Norcross, Georgia 30092 (770) 447-4555 REVISIONS N Z �-- [-- W WN �Wm�Q� �0Lj ' Q CJ Q:�kla)0 Ld _1 CD L _ -I WC.0I_W0 Lj_�_jW �U Q � 0 z0 W LC) Z Q U V) m 1 OF SHEETS JOB NO. 97 JS21- 96 DRAWN BY RCW/ABB CHJKD. BY WHB/FEs © 1997 JOHNSON, SPELLMAN & ASSOCIATES, INC. DATE: 9/19/97 a NOTES 10 VERIFY EXACT LOCATION OF ALL UTILITIES PRIOR TO DIGGING. UPGRADE EXISTING TANK SYSTEM. SEE T-1. REFER TO SPECIFICATIONS SECTION 15613 FOR DESCRIPTION OF WORK/EQUIPMENT PROVIDED UNDER THIS CONTRACT AND WORK EQUIPMENT PROVIDED BY OTHERS. PROVIDE NEW SUMP, NEW FILL ASSEMBLY, NEW INTERSTITIAL RISER, NEW DOUBLE WALLED VENT, DAYTANK (AND ASSOCIATED ACCESSORIES AND CONTAINED FUEL PIPING FROM TANK TO GENERATOR ROOM, PENDING OUTCOME OF PRESSURE TEST. SEE NOTE 4 ON SHEET M-1. PROVIDE NEW INCON CONSOLE, CIM UNIT, ROM UNIT, SENSORS, PROBES, AND OVERFILL ALARM. PROVIDE CONDUIT AND WIRING FROM THE INCON CONSOLE TO ESSENTIAL POWER PANEL, THE DGU/RAS UNIT, THE BUILDING ALARM PANEL (OR CONNECTION POINT), OVERFILL ALARM, AND TO THE PROBES AND SENSORS (POWER WIRING AND SENSOR WIRING SHALL NOT BE INSTALLED IN THE SAME CONDUIT). THE CONTRACTOR SHALL PROVIDE THE FINAL CALIBRATION OF THE CONSOLE AND TEST THE COMPONENTS OF THE SYSTEM. THE NEW CONSOLE SHALL BE OPERATIONAL WHEN THE GENERATOR IS CONNECTED TO THE NEW TANK. SEE SHEET T-3. ® PROVIDE NEW #2 BARE, SOLID, TINNED, COPPER GROUND WIRE FROM EXISTING GROUND RING TO VENT PIPING. IF EXTERNAL GROUND RING DOES NOT EXIST, PROVIDE A 6" GROUND ROD NEAR THE NEW VENT. CAD WELD AT ALL ATTACHMENT POINTS. SEE DETAIL 5/T-2. O PROVIDE NEW 120 GALLON DAYTANK, PUMP CONTROLS, AND ASSOCIATED PIPING AND ACCESSORIES. PROVIDE NEW POWER WIRING AND CONDUIT FROM ESSENTIAL SOURCE, LABEL BREAKER. SEE SPECIFICATIONS AND DETAIL 1/M-3. EXTEND VENT OUTSIDE BUILDING. TERMINATE VENT 12' ABOVE GRADE. EG PROVIDE NEW SOD TO MATCH ANY EXISTING GRASS DAMAGED DURING CONSTRUCTION. REPLACE ALL SHRUBS DAMAGED DURING CONSTRUCTION. SAWCUT ASPHALT EDGES BEFORE POURING NEW CONCRETE TO RESTORE SITE. PROVIDE 3" x 2" x Y8" STEEL ANGLE AT BASE OF SHEET ROCK WALLS, MOUNTED TO FLOORS WITH Y4" CONCRETE ANCHOR 18" O.C. SEAL TO FLOOR WITH 3M OR HILTI FS611A SEALANT. SEE DETAIL 1 THIS SHEET. REMOVE BASE TRIM AT FLOOR LEVEL, CUT AND REMOVE BOTTOM 3" OF SOUND ATTENUATION MATERIAL FROM CMU BLOCK WALLS AS INDICATED FROM INSIDE CONTAINED AREA. PROVIDE SPILL KIT. COORDINATE EXACT LOCATION WITH LOCAL BELLSOUTH PERSONNEL. SEE DETAIL 8/T-2. NEW 2" VENT IN 3" FIBERGLASS SECONDARY CONTAINMENT. SEE DETAIL. 5/T-2. NEW FILL ASSEMBLY. SEE DETAIL. 1 /T-2. EXISTING DEADMEN ANCHORS UNDER TANK (TYP.). EXISTING 5,000 GALLON STEEL, DOUBLE WALL, UNDERGORUND STEEL FUEL TANK. NEW 42"0 ENVIRON CONTAINMENT SUMP. SEE DETAILS 3 & 4/T-1.— NEW CONCRETE COVERPAD SEE DETAIL 1 /T-1. NEW Y" CONDUIT & WIRING FOR INTERSTITIAL SENSOR. NEW INTERSTITIAL MONITOR. SEE DETAIL L 2/T— 2. NEW Y4" F.O.S. & 1" F.O.R. IN 4" FIBERGLASS CONTAINMENT. SEE NOTE D. — — ---CHAIN LINK FENCE. ,--CONCRETE �J SIDEWALK ,-----ASPHALT DRIVEWAY SOUND ATTENUATING MATERIAL. SEE NOTE(2). SEAL WITH 3M OR HILTI FS 611 A SEALANT. 3" ANGLE IRON. PRIME & PAINT YELLOW. NOT TO SCALE BOLT & CONCRETE ANCHOR (TYP.) SEAL TO FLOOR WITH 3M OR HILTI FS 611A SEALANT. AT FLOOR UNISTRUT (TYP.), SEE DETAIL 10/T-2. NEW BALL VALVE IN F.O.S. FLOW INDICATOR IN F.O.R.- CONTAINMENT DIKE. SEE DETAIL 9/T-2. CONCRETE SIDEWALK GRASS \�_J` NEW WORK SANFORD, FLORIDA SCALE: W'=V-0" 0 NEW FUEL SUPPLY PUMP. NEW 120 GALLON DAYTANK. SEE DETAIL 1/M-3. REMOUNTED RACOR FUEL FILTER & DRIP PAN. SEE DETAIL 8/T-2. GENERATOR CONTROL PANEL. REMOVE BOTTOM 3" OF SOUND RETENTION MATERIAL, SEE NOTE (2). NEW SPILL CONTAINMENT KIT. SEE NOTE ® . NEW INCON PANEL. SEE NOTE 30 . LIQUID SENSOR, MOUNTED NEAR FLOOR. SEE DETAIL 1/T-3. REMOVE BOTTOM 3" OF SOUND RETENTION MATERIAL, SEE NOTE 70. NEW 120 GALLON DAYTANK. DAYTANK VENT MOUNTED WITH UNISTRUTS TO WALL, RUN 10' FROM INTAKE LOUVER. TERMINATE MIN. 12' ABOVE GRADE. JOHNSON, SPELLMAN & AssoclnnT11s, arc. CONSULTING ENGINEERS 6991 Peachtree Industrial Blvd. Norcross, Georgia 30092 (770) 447-4555 REVISIONS CLiJ _ �` Q W q- � m LLJ ZO U=0 < Q C) ry ��S0-)0W W :D -- I W U rU ry �U Z01, U wLr)Z Q U m OF SHEETS JOB NO. 97JS21— g6 DRAWN BY RCW/ABB CHKD. BY WHB/FES DATE: 9/19/97 Y'1 CO TO INC INTERS FUEL F INTERS 2" SPI ANTI—c (WI TH 1 DIELEC (TYP. 3200 2" STI( OPW 8 EQUAL; -" F.0 GENERi %" F. C GENER) DOUBLE VALVE. 120 GA SPECIFI E--f -i F. 0. S. F. 0. R. F.O.V. CAPPED PIPE (THREADED CAP). CHECK VALVE. BALL VALVE. FLOW INDICATOR. COUPLING REINFORCED FLEXIBLE HOSE. FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL OVERFLOW NOTE: REFER TO NEW WORK FOR LOCATION AND ORIENTATION OF DAYTANK FUEL PUMPS AND FUEL PIPING. 1" F.O.V. TO MAIN FUEL TANK. SUPPLY PUMP. DETAILS - 120 GALLON DAYTANK & SINGLE SUPPLY FUEL PUMP NOT TO SCALE HANDPUMP 74" F.O.S. FROM MAIN FUEL TANK. CONDUIT & POWER WIRING TO AN "ESSENTIAL" POWER DISTRIBUTION PANEL. DAYTANK HIGH & LOW LEVEL ALARM WIRING TO INCON PANEL. PUMP CONTROL PANEL. SEE SPECIFICATIONS. 1" x 1" STEEL FRAME, CONTROL PANEL, AND PUMPS. RUPTURE PUMP SCHEDULE MARK TYPE FUNCTION GPM DEV. HEAD HP RPM REMARKS P-1 PUMPING DAYTANK 3.0 50 PSI %4 1200 (1) GEAR SUPPLY (1) 115V/1 0 MOTOR. NOTE SEE SPECIFICATIONS FOR PUMP AND CONTROLS INFORMATION. CONTACT FUNCTION CONTACT STATUS HIGH LEVEL ALARM CLOSED WHEN DRY PUMP OFF CLOSED WHEN DRY PUMP ON CLOSED WHEN DRY LOW LEVEL OPEN WHEN DRY �YTANK SWITCH. 371-1 FUEL LEVEL ALARM. 1 OFF. 1 ON. CONDARY TANK. W LEVEL ALARM. D GALLON DAYTANK PROX. INNER DIMENSIONS: Y4"L x 25y2"W x 38"H. PROX. OUTER DIMENSIONS: Y2"L x 30h"W x 39"H. '0 HOLE BOLTED GROUND NNECTOR, BOLT TO FOOT TANK. CRIMP OR CADWELD NDUCTOR TO CONNECTOR. STRANDED, INSULATED (GREEN), PPER WIRE TO INTERIOR GROUND JG OR INTERIOR GROUND POINT. J0FWS0N,q SPELLMAN dt AS30G7ATPS, INC. CONSULTING ENGINEERS 6991 Peachtree Industrial Blvd. Norcross, Georgia 30092 (770) 447--4555 REVISIONS z oU 0 V) 0 z --iU < r 0 CY) ow� w �o JC�QU} 0 < _j w� U CD Q 0 0—,r— 0 � N Z p r-- w In z Q 0 m M-3 © 1997 JOHNSON, SPELLMAN & ASSOCIATES, INC. DATE: 9/19/97 Y" CONDUIT & WIRING FOR INTERSTITIAL SENSOR. NEW 42"0 ENVIRON CONTAINMENT SUMP. SEE DETAILS 3 & 4 THIS SHEET. --------------------------------- - - - - - - NEW INTERSTIAL MONITOR. SEE DETAIL 2/T-2. I I / NEW CONCRETE COVERPAD I� II EXISTING 5,000 GALLON UNDERGROUND DOUBLE —WALLED STEEL FUEL TANK (APPROX. 96" 0 x 13'-6"). NEW 42"0 SURF' "r 1" CROWN (TYP INTERSTITIAL MC NEW CONCRETE NEW 42"0 ENVIF SEE DETAILS 3 NEW FUEL LEVEI DOUBLE POPPET * FIELD VERIFY E) IF NONE FOUND WATER SENSOR. NEW FILL ASSEMBLY. I� mu II I— ---- ---------------------------------- L--------------------— — — — — — — — — — — — — — — — — — -J EXISTING DEADMEN ANCHORS UNDER TANK (TYP.). EXISTIN UNDERGROUND FUEL TANK -- PLAN VIEW SCALE:" = 1'-0" NOTE: SEE NEW WORK SHEETS FOR DIRECTION/LOCATION OF CONTAINMENT CHAMBER PENETRATIONS. EXISTING UNDERGRO SCALE:" = 1'-0" ID FUEL TANK - SIDE VIEW SAWCUT PRIOR TO REPOURING NEW PAD. NEW FILL ASSEMBLY. FLUSH WITH GRADE. GRADE (ASPHALT). #4 BAR, 12" Q.C. EA. WAY THROUGHOUT. NEW FILL ASSEMBLY. SEE DETAIL 1/T-2. EXISTING HOLD DOWN STRAP ASSEMBLY. EXISTING 5,000 GALLON UNDERGROUND DOUBLEWALL STEEL FUEL TANK. (APPROX. 96"0 X 13'-6"). EXISTING DEADMEN ANCHORS UNDER TANK. CNI 42"0 MANHOLE COVER. SEE NOTE BELOW. 22"0 FUEL TANK MANWAY. BALL VALVE IN F.O.S. CONDUIT ENTRY FITTING (TYP.). SEE DETAIL 4/T-2. 3/" CONDUIT & WIRING FROM INTERSTITIAL MONITORING SENSOR. LIQUID SENSOR. CROUSE—HINDS EAB SERIES (OR EQUAL) OUTLET BOX.- EYS FITTING. -y4" CONDUIT & WIRING TO MONITORING PANEL. DIELECTRIC COUPLING (TYP.). PIPE ENTRY FITTING. SEE DETAIL 3/T-2. * 1" F.O.R. & Y4" F.O.S. IN 4" FIBERGLASS SECONDARY CONTAINMENT. CNI 42" 0 MANHOLE"" SEE NOTE BELOW. ENVIRON PRODUCT CONTAINMENT CHA %" CONDUIT & WIF MONITORING PANEL FUEL PIPING IN 4" SECONDARY CONT/ TO DETAIL 3 THIS PIPING SIZES. 2" STICK GAUGE WITH LOCKABLE CAP. FUEL INVENTORY PROBE. PROVIDE SUFFICIENT SLACK IN PROBE WIRING SO THE PROBE MAY BE REMOVED WITHOUT CUTTING THE WIRING. FLEX HOSE (REINFORCED STEEL). ENVIRON PRODUCTS 42"0 CONTAINMENT SUMP. PIPE ENTRY FITTING. SIMILAR TO DETAIL 3/T-2. 2" FIBERGLASS VENT IN 3" FIBERGLASS SECONDARY CONTAINMENT. SEE DETAIL 5/T-2 FOR TERMINATION OF SECONDARY CONTAINMENT AT GRADE. NOTE: A MANHOLE COVER SHALL BE CNI MANUFACTURING MODEL #7046K `EASY —LIFT MANHOLE WITH CAM LOKS' WITH LOCKING HASP OPENING, OR EQUIVALENT PEMCO MODEL. THE DIAMETER OF THE PEMCO UNIT IS APPROX. 48". *PIPING PENETRATIONS DEPEND ON RESULTS OF PRESSURE TEST OF EXISTING PIPING, SEE NOTE®SHEET M-1, CONTAINN/ r SUMP - PLAN VIE EYS FITTING. 2" MAXIMUM BETWEEN TOP OF TANK MANWAY AND BOTTOM OF STEEL MANHOLE LID. 2" STICK GAUGE WITH LOCKABLE CAP. CROUSE—HINDS EAB SERIES (OR EQUAL) OUTLET BOX. FUEL INVENTORY PROBE. PROVIDE SUFFICIENT SLACK IN PROBE WIRING SO THE PROBE MAY BE REMOVED WITHOUT CUTTING THE WIRING. Y" CONDUIT & WIRING FROM INTERSTITIAL MONITORING SENSOR. CONDUIT ENTRY FITTING (TYP.). SEE DETAIL 4/T-2. PIPE ENTRY FITTING.IF IEYS FITTING. SEE DETAIL 3/T-2. ii fl it DIELECTRIC COUPLING (TYP.). f ` LIQUID SENSOR. II II FLEX HOSE (REINFORCED STEEL). t I I t 2" FIBERGLASS VENT IN 3" FIBERGLASS 24"0 FUEL TANK MANWAY. SECONDARY CONTAINMENT. SEE \ DETAIL 5/T-2 FOR TERMINATION OF SECONDARY CONTAINMENT AT GRADE. TANK MANWAY ADAPTER. NOTES: 10 A MANHOLE COVER SHALL BE CNI MANUFACTURING MODEL #7046K 'EASY —LIFT MANHOLE WITH CAM LOKS' WITH LOCKING HASP OPENING, OR EQUIVALENT PEMCO MODEL. THE DIAMETER OF THE PEMCO UNIT IS APPROX. 48". O REFER TO DETAIL 3 THIS SHEET FOR SPECIFIC ARRANGEMENT OF CONDUIT, PIPING, AND ACCESSORIES, CONTAINMENT SUMP - SIDE VIEW SCALE: 1" = 1'-0" JOFWSON, SPELLMAN & ASSOCIATES, INC. CONSULTING ENGINEERS 6991 Peachtree industrial Blvd. Norcross, Georgia 30092 (770) 447--4555 f M,V) REVISIONS .-I W LJ � `L --� C) w WN,q- r-,, 0 Qf In In WDM(f)Q� L . W = n _] Fy 0zLaW � 0 0 >- Ito zry__jWov 0 CD < J � f- � 0 � J <Qzo Li. o 0 Z W Lc1Q 0 U 0 0 T-1 OF SHEETS JOB NO. 97JS21— 9 r, DRAWN BY RCW/ABB CHKD. BY WHB/FES DATE: 9/19/97 8" CONCRETE PAD OVER TANK. DETAIL FILL ASSEMBLY SCALE: 1 "=1'—O" EXISTING BUILDING 4 .Q .Q VENT CAP. 12'-0" ABOVE 4 GRADE AND 10'-0" FROM ANY BUILDING OPENING, a MINIMUM. .4 UNISTRUT CLAMP, (TYP. 3) a 2" STEEL VENT PIPE. SEE SPECIFICATIONS. ' V a - SECONDARY CONTAINMENT , TERMINATION. SEE I aq DETAIL 6, THIS SHEET. a FRP/STEEL COUPLING a 2" FIBERGLASS VENT PIPING. SLOPE BACK TO CONTAINMENT p SUMP. — — — — — — — 3 FIBERGLASS SECONDARY CONTAINMENT. FIBERGLASS CLAMSHELL FITTING. 5 VEN T DETAIL T-2 SCALE: 1 "=1'—O" 14" SEAL AT DOOR DOOR JAMB. 7" OPTION � 10 GA. STEEL FILLER AT DOOR JAM (BOTH ENDS). r 18"0 MANHOLE. TIGHT FILL CAP. INNER TANK. OVERFILL PREVENTION VALVE AS SPECIFIED. 95% OF TANK VOLUME. %4" STRIKE PLATE. • P Q A � - v p D p A o . • Q p D MITERS JOINT. EAL f 2" TEST WELL CAP. SUPPORT CLAMP. 8" CONC. PAD OVER TANK. 18" 0 MANHOLE W/ 12" SKIRT- EMCO WHEATON A722-001. CASING PIPE: 20 P.V.C. SOLID PIPE. LIQUID SENSOR. INTERSTITIAL MONITORING WELL DETAIL SCALE: 1 "=1'-O" 2" STEEL 3"x2" RUE BOOT (EN RRB3020 3" FIBERG SECONDAF CONTAINM 2" FIBERG VENT PIPIT NOT TO SCALE 10 GA. STEEL 1 4„ 4» NOTE: FILLER AT DOOR %" & 1W" TALL, WHITE LETTERS ON JAM (BOTH ENDS). — A RED BACKGROUND. SILKSCREENED ALUMINUM OR ENGRAVED PLASTIC. ATTACH WITH CONTACT CEMENT. 5/16" BOLT. 2' O.C. rr /�,�00 2 s` 4 c v 4 .a Q Q 4' 9 DETAIL — METAL CONTAINMENT DIKE & SIGN NOT TO SCALE CADWELD GROUND WIRE TO VENT PIPE, STAINLESS STEEL HOSE CLAMP (TYP.). #2 BARE, SOLID, TINNED COPPER GROUND WIRE. FIBERGLASS TO STEEL COUPLING. PVC SLEEVE. GRADE (CONCRETE). • }� PVC SLEEVE. EPDXY SEALANT. COPPER FUEL PIPING. UNISTRUT, ANCHORED FLOOR. OPTION #2 10 GA. STEEL PLATE. PRIME AND PAINT YELLOW. SEALANT - 3M OR HILTI FS 611A. CONCRETE ANCHOR. 4 . o - FLOOR SLAB. CONTA fA I\If AIT /'•1 lr 4r SECOI CON T, F.O.S. F.O.R. BULKHEAD PIPING ENTRY FITTING. STAINLESS STEEL CLAMPS. TEST REDUCER. DUPLEX PLUG. SIR STEM. LOOSEN CLAMP AND SLIDE BOOT OFF OF SECONDARY CONTAINMENT AFTER PRESSURE TEST. DETAIL — PIPE ENTRY TO SUMP 2 NOT TO SCALE * - LOOSEN CLAMP AND SLIDE BOOT OFF OF SECONDARY CONTAINMENT AFTER PRESSURE TEST. WALL PROTECTIVE GALVANIZED SHEET METAL COVER (12 GA. MINIMUM) ANCHORED TO WALL. — GRADE � if lI I�18»� MINIMUM I NEW F.O.S. & F.O.R. IN 4 a. ,..: FIBERGLASS SECONDARY ;. CONTAINMENT. 10NWNISTRUT DETAIL T-2 NOT TO SCALE BALL VALVE IN SUPPLY LINE. /�F.O.S. & F.O.R. /` TO ENGINE. FLOW INDICATOR IN RETURN LINE. RUBBER BOOT & TEST PLUG. DETAIL — FUEL PIPING ENTRY NOT TO SCALE RACOR FUEL FILTER/WATER SEPARATOR SHEET MET, 2 COATS W MOUNT TO CONCRETE , ')NISTRUT PIPE CLAMP (TYP.). FUEL INLET. TUBBER INSULATOR BETWEEN 'IPE AND CLAMP. BALL VALVE DRIP PAN A REFER TO D FOR COPPEF SIZING (TYP. FROM TOTAL CONTAMMENT INSERT (CS-XXX). EYS FITTING. CONDUIT. vnJr\L 1 "4 CONDUIT ENTRY FITTING T-2 NOT TO SCALE CAUTION TAPE. ADHERE TAPE TO CMU WALL WITH CONTACT CEMENT. SPILL KIT. 8 DETAIL SPILL KIT LAYOUT T-2 NOT TO SCALE NOTE: (D. REFER TO NEW WORK SHEET FOR SPECIFIC LAYOUT OF SPILL KIT. CKET. _ PIPING MOUNTED JNISTRUT. )N COUPLING (TYP.). TO FUEL PUMP. *FILTER AND MOUNTING BRACKET AVAILABLE FROM RACOR. 11 FUEL FILTER DRIP PAN T-2 NOT TO SCALE JOFMSON. SPELLMAN & •AMMTES, INC CONSULTING ENGINEERS 6991 Peachtree Industrial Blvd. Norcross, Georgia 30092 (770) 447--4555 REVISIONS Q�zWr� �'-- _j ----- LJ N mot' WWm � Q 0 LL 00EMO 0 co 0 �1 LIJ ® U � QQ��U LjJ � T--- O ---� f�— azz0 CD z -wLC)(10 T-2 DATE: 9/19/97 WALL POC * MUST U FASTENER MODEL TS OUTPUT M MODEL TS INPUT MOI �/4" FIRE F BACKBOAF GRAY FIRE MOUNTING WHEN MOL BRICK USE WHEN MOL USE PLAS• srkyj Lei r a m-� r 1 01 \-—RIBBON CABLE � r . . . . . . . . . . . . . . . . • • • • . • • • 00000000 C •I •I'•I'.I' I •I 3'•I' I' T•I' I' I' I'•T 1 J3t •I'•T I' I I i •I' I'•T i'•I =' i I I l 110 VAC OR 28 VDC GENERATOR RUN SIGNAL TO ALARMS CONTACT CLOSURES MODEL TS—RK/BS REMOTE ACKNOWLEDGE MODEL TS—RA2 OVERFILL ALARM �--��[--, ® ® l u 1-1 LIAC 1-2 N"T-1 1-GR0.lD] 11 1-4 REMTE SIGNAL 1 v Q FLASH ACKN (-Q CRNE Z TO LORAI �-z ,-, s�T ca J ATT RAS KKD= WrPUT ia 2-A ® TO 110 VAC POWER SUPPLY NEUT - LANE W INSTALL WITH SIDE ENTRY -�jj ELECTRICAL FITTINGS PER INCON INSTALLATION NOTE 000-1370 REV. A. INCON MOUNTING PLATE EXTEND #2 BARE COPPER GROUND WIRE TO INTERIOR RING GROUND DUIT IBBON CABLE INCON TS-1000 PANEL, MOUNT WITH WOOD SCREWS. FLEXIBLE ELECTRICAL CONDUIT. (TYP). -ERM #1 CHAS. GND TERM #2 TXD TERM #3 RXD TERM #7 DIG. GND TERM #8 DCD TERM #20 DTR CROUSE—HINDS EAB SERIES (OR EQUAL) OUTLET BOX. MOUNT WITH WOOD SCREWS. SFtD � LL.I J2 CND (DLK) PVR (RED) J11 GND COCK) IN CMT) PVR (RED) LND <DI.1() a Di (VNT) PVR (PED) GND OLK) 7i k(REW J12 J6 i A N B O C P o GROSS NET LEVEL CANCEL 7 8 9 CANCEL D CI E R F S G T ULLGE LATER TEND UP ¢ n a s e •i- 8 W O 0000 N U F Y J Y K 1( u [7 CLOCK ALARM REPORT DOVN Z F 2 3 SPACE SF� L Q Y R Z o C7 ACX TEST SETUP ENTER q o ca ZW J4 CL SURGE PROTECTION --- NON—HAZARDOUS AREA NO NO C GREEN GREEN GREEN BARE WIRE RIGID CONDUIT. BLACK WIRE RED, YELLOW OR WHITE WIRE —BLACK /—WHITE RED —`' GROUND EU TRAL ELECTRICAL PANEL MODEL TSP—EIS INTERSTITIAL. MODEL TSP—HIS (BRINE FILLED). REDUNDANT SAFETY GROUND SEAL —OFF, `EYS', FI TTI N G. BARE WIRE ---� i RED, YELLOW OR —/ SENSOR WIRING AND PROBE WIRING MAY WHITE WIRE ---- BE RUN IN THE SAME CONDUIT. POWER RED WIRE WIRING MAY NOT BE RUN IN THE SAME CONDUIT AS THE SENSOR WIRING. CROUSE—HINDS EAB SERIES (OR EQUAL) OUTLET BOX. FUEL PIPING SECONDARY CONTAINMENT. FUEL PIPING (TYP.). MODEL TSP—ULS PIPING CONTAINMENT SENSOR. — MODEL TSP—ULS LEAK SENSOR �;icNT SUMP. MOUNT IN CONTAIN IN 2" CONDUIT PROVIDED WITH SUMP (AST'S) OR PROVIDE SHORT PIECE OF 2" PVC CONDUIT, SECURE INSIDE SUMP. LEAK SENSOR MOUNTING ASSEMBLY (PROVIDED BY CONTRACTOR). SEE DETAIL THIS SHEET. MODEL TSP—ULS LEAK SENSOR. BEVELED SI LIQUID TO I rJ/1R" M©UI• IflIV IJV"I� l r1"4\ 1IlJ1\,J. BLACK WIRE CRIMP SPLICES BARE WIRE BLACK WIRE WHITE WIRE MODEL TSP—LL LEVEL PROBE FINISHED FLOOR. R PANEL RIGID ELECTRICAL CONDUIT. -2" STEEL PIPE, PAINTED YELLOW. TSP—ULS LIQU SENSOR. FLOOR WELDED MOUNTING TABS, USE CONCRETE ANCHORS TO MOUNT IN FLOOR (TYP 2). ri-" LIQUID SENSOR MOUNTING TUBE CROUSE—HINDS EAB SERIES (OR T 3)NOT TO SCALE Y EQUAL) OUTLET BOX. MODEL TSP—K4 RISER CAP. Y" RIGID ELECTRICAL CONDUIT. SEAL —OFF FITTING. CROUSE—HINDS EAB SERIES (OR EQUAL) OUTLET BOX. 24)) �4" RIGID ELECTRICAL CONDUIT. TO INCON PANEL IN BUILDING MODEL TSP—K12 RISER CAP. A P R 0 A C H I NO G s CONTAINMENT SUMP � RISER PIPE. T A mN""L L i�vk m IIIIIII m WHEN ALARM — — _ _ — ( LIQUID DETECTING LEAK SENSOR MODEL TSP—LL2 LIQUID — I ` ... .. .TSP—WS. A"Top20" SvU ■� LEVEL PROBE. — — — — FUEL F L 0 ITY f INCON ALARM SETTINGS I 0 (EXPRESSED AS PERCEN— � TAGE OF TOTAL VOLUME PUSH BUTTON TO TSP—ULS CONTAINMENT SUMP LIQUID SENSOR. OF FUEL TANK).;_ (� SILENCE ALARM. HIGH — HIGH 95% j HIGH 90% 2 OVERFILL ALARM SIGN 1 1 LOW 25% T-3 NOT TO SCALE s FUEL STORAGE..) TANK. LOW — LOW 15% NOTE: 1" & 1 y4" TALL WHITE LETTERING ON RED BACKGROUND. SILKSCREENED ALUMINUMIL 1 OR ENGRAVED PLASTIC. HAZARDOUS AREA NOTE: - (CLASS 1 D ` / S I V I ION 1, G R O U P D) REFER TO SPECIFICATIONS FOR WORK INCLUDED UNDER a THIS- CONTRACT AND WORK PROVIDED BY OTHERS. Q 1997ON, �1OHNSSPELLMAN & ASSOCIATES; -Ik. z JOFWSONS SPELLMAN & AMMT12S, INC CONSULTING ENGINEERS MI Peachtree industrial Blvd. Norcross, Georgia 30092 (770) 447—°4555 REVISIONS W �- � W z�®Wc J d0- ^J< V w Ne, to z w 0 <—�—� ! C) 0 Ld z QU p I..i._ p � < z 0 0 Q ICJ Iz 0 zDz�Z QW�Q U V) T- 3 OF SHEETS JOB NO. 97JS21— g6 DRAWN BY RCW/ABB CHKD. BY WHB/FES DATE: 9/19/97 501 W. gth St. BellSouth Permit numbers: 98-263,W- 1!,I` ROME