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Home My WebLink AboutST - 400 COSTCO DR - COSTCO GAS STATION - STORAGE TANKSTANKS) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 400 COSTCO DR PARCEL NUMBER(S) 2523049063 RELATED PERMIT NUMBER(S) 114-14 COSTCO GAS STATION SITE ANDOVER PARK EAST CO SOUTHCENTER PKWY NOT TO SCALE PIP WEST VALLEY HIGHWAY GR- RIVER // Q 1111111111;111111111i, rtt11114 n MOW VAJVC 100 AREA OF WORK NOT TO SCALE !I! ;MITI A a11T1111f1tfi1111T ' - +? u VICINITY MAP LOCATOR MAP FUEL POSITION NUMBERING: NOTE: FUELING POSITIONS AT THE DISPENSERS ARE NUMBERED AS FOLLOWS: FUELING POSITION #1 IS ALWAYS THE OUTBOARD SIDE OF THE FIRST DISPENSER ON THE ENTRANCE SIDE AND NON EXPANSION SIDE OF THE CANOPY. OPPOSITE SIDE SHALL BE FUELING POSITION #2 AS SHOWN. NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED BY OWNER AND INSTALLED BY START UP TECHNICIAN. • ,II1 II 1 11 11 11 II II II II II II II II II • • I1 1 1I 1 II II 1, „ „ 411, • EXISTING TURBINE ( 5 SUMP TO REMAIN. (TYP. OF 3) 3 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND "AS -BUILT” RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 (800) 227-2600 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. O EXISTING TANK #3 (91 OCTANE) 20,000 GALLON 41. 8 O EXISTING (87 OCTANE) 20,0 ,GA LO► \yid O O EXISTING TANK #-1- (87 QCTANF) 20,000 GALLON // // // // // // // // r / / //, /// ve // // // // // / / / / // // / // / // / // / // / / / EXISTING ARID //// PERMEATOR TO //// REMAIN /// // // // / // / // / / / /// // oQ QF. 16 EXI TING GASOLINE VE T RACK TO RE AIN E VEEDER ALARM M YSTEM TO C) EXISTING VR 3" INSIDE 4" TO REMAIN EXISTING 4" OVER 3" VAPOR LINE TO REMAIN EXISTING 2" CTIVE SIPHON TO 7MAI 1 C8 ) EXISTING 2" I4IDE bF 4" PRODUCT PIPING TO REMAIN 1 EXISTING 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING TO REMAIN EXISTING GILBARCO ENCORE (15D 500S SERIES, 2 PRODUCT, SINGLE HOSE PER SIDE DISPENSERS TO REMAIN (TYP. 5) EXISTING 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING EXISTING TANK #4 ADDITIVE / 1,500 GALLON I I ; I II , 8 , REMOVE EXISTING DISPENSER AND REPLACE WITH NEW GILBARCO ENCORE 700S SERIES, 3 PRODUCT, DUAL HOSE DISPENSERS. (TYP. OF DISPENSERS 7-12) NEW 2" DIESEL FLEX LINE INSIDE EXISTING 4" DUCT 15A EXISTING GILBARCO ENCORE 15 700S SERIES, 3 PRODUCT, DUAL HOSE PER SIDE DISPENSERS TO REMAIN (TYP. OF DISPENSERS 1-6) O 4 ISTING ROOT NITOR EMAIN u 10 1__ O. EXISTING CONTROLLER ENCLOSURE EXISTING 2" DOUBLE WALL FIBERGLASS VENT PIPING TO REMAIN m MODIFY EXISTING VENT RISERS AND RACK TO INCORPORATE NEW (2) 2" DIA. BLACK STEEL VENT RISER CORROSION PROTECTED TO GRADE. PAINT TO MATCH EXISTING. NEW 2" INSIDE 3" DOUBLE C12) WALL VENT. SLOPE 1/4" BACK (14) TO TANKS EXISTING 3" OVER 2" VAPOR LINE TO REMAIN ;Ise 1 SHEET INDEX TANK SHEETS T1-1 UNDERGROUND TANK AND PIPING SITE PLAN FOR SITE PLAN FOR DIESEL EXPANSION T2-1 TANK AND PIPING MATERIAL LIST T3-1 UNDERGROUND TANK DETAILS - FIBERGLASS TANK INSTALLATION DETAILS T3-2 TANK BURIAL AND ANCHORING DETAILS T3-3 TANK ANCHORING DETAILS T4-1 TANK TURBINE SUMPS AND PIPING INSTALLATION DETAILS T5-1 TANK FILL SUMPS AND PIPING INSTALLATION DETAILS T6-1 DIESEL DISPENSER INSTALLATION DETAILS ELECTRICAL SHEETS E-1 ELECTRICAL SITE PLAN AND NOTES E-2 ADDITIVE ELECTRICAL DIAGRAM E-3 SINGLE LINE DIAGRAM, PANEL SCHEDULES AND CANOPY LIGHTING PLAN E-4 VEEDER ROOT CONSOLES AND DETAIL E-5 DIESEL ADDITIVE WIRING DETAILS 1/8" PER FT. I O I I I I 1 1 1 /8" PER FT. 8)EXISTING 2" INSIDE OF 4" PRODUCT PIPING TO REMAIN T6-1 (7\(---17.1 T\ 6-1 /\ T6-1 / SIM. EXISTING 3" OVER 2" VAPOR LINE TO REMAIN 0 0 w 0_ I • 7 1/8" PER FT. %i 1 1 /8" PER FT. 8 EXISTING 2" INSIDE OF 4" PRODUCT PIPING TO REMAIN EXISTING 2"(8) -- INSIDE OF 4" PRODUCT PIPING TO REMAIN EXISTING 3" 6 OVER 2" • VAPOR LINE TO REMAIN 1/8" PER f---- FT. GILD 1 8" PER FT ( 97./4. 7) EXISTING 1-1/2" INSIDE 4" DUCT TO REMAIN EXISTING 3" OVER 2" VAPOR LINE TO REMAIN -F- . I-I II I i NNW 7 _. EXISTING 1-1/2" INSIDE 4" DUCT TO E REMAIN ir.cow PER FOOT co to EXISTING OVER VAPOREXISTING 3" OVER 2" VAPOR LINE TO REMAIN 1 I I I 1 Aaa v (7) EXISTING 1-1/2" INSIDE 4" DUCT TO REMAIN 9 14 NEW 2" DIESEL FLEX LINE INSIDE EXISTING 4" DUCT 0 EXISTING 3" OVER 2" VAPOR LINE 19 22 TO REMAIN 1 eaa T6-1 T6-1 SIM. T6-1 I1 i w 0 __ 1 1 L) T6-1 T6-1 T6-1 / E T6-1 1 11 ,1 1I NEW 2" DIESEL FLEX LINE INSIDE NEW 4" DUCT TURBINE e Q 21 1/8" PER FT. 0 • • NEW T NK #6 (DIESEL ADDITIVE) 1,500 ALLON NEW PRODUCT 24 PIPING 3/4" INSIDE 4 DUCT ANNULAR (TYP.) 18 NEW 2"DI LINE INSID SEL FLEX EXISTING 4" DUCT UNDERGROUND TANK AND PIPING SITE PLAN FOR DIESEL EXPANSION ©® NEW TANK #5 (DIESEL) 20,000 GALLON 5 )TURBINE 20 LEVEL GAUGE 0 5 1=10' 10 20 NEW 2" DIESEL FLEX LINE INSIDE NEW 4" DUCT 11 I1 11 I1 I I1 II II it Call Toll Free 1 (800) 227-2600 TWO WORKING DAYS BEFORE YOU DIG II I1 11 II 11 11 II 11 11 ,1 11 11 GENERAL NOTES PIPING LEGEND G EXISTING 1-1/2" "ENVIRON GEOFLEX D" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT EXISTING 2" OR 3" F.G. DOUBLE WALL VAPOR RECOVERY PIPING EXISTING 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING EXISTING 2" INSIDE 3" DOUBLE WALL FIBERGLASS PRODUCT PIPING NEW 2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN EXISTING 4" DUCT NEW 2'+ "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" DUCT NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING EXISTIN UNDERGROUND UTILITIES (WATER, GAS, TELEPHONE , SEWER) INDICATIS NEW DISPENSER NUMBERING AND POSITION N OTE: CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. * PRODUCT PIPING IS TO SLOPE TOWARD EXISTING END DISPENSER AT 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. * SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING TO BE DOUBLE CONTAINMENT PIPE. 4, TANK AND PIPING INSTALLATION NOTES EXISTING THREE (3) 20,000 GALLON DOUBLE WALL FIBERGLASS TANKS WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350R TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. ALL TANK SUMPS ARE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. EXISTING ONE (1) 1,500 GALLON DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. ALL TANK SUMPS ARE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. INSTALL ONE (1) 20,000 GALLON "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS DIESEL TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350R TANK AND PIPING MONITORING AND ALARM SYSTEM. TANK TO BE SET MIN. 60" BELOW FINISH GRADE. SEE DWG. T3-1 FOR DETAILS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. INSTALL ONE (1) 1,500 "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS COMPARTMENT TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350R TANK AND PIPING MONITORING AND ALARM SYSTEM. SEE SHEETS T3-1 FOR TANK INSTALLATION REQUIREMENTS. TANK INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. EXISITING THREE (3) 4" DUAL POINT FILL ADAPTERS AND CAPS TO REMAIN. EXISTING THREE (3) 3" DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS TO REMAIN. EXISTING ONE (1) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINES IN THE PRIMARY 20,000 GALLON 87 OCTANE UNLEADED TANK (TANK #1) THAT FEEDS THE EXIT ROW OF DISPENSERS EQUIPPED WITH A SINGLE ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD) TO REMAIN. EXISTING (1) F.E. PETRO IST 4 HP VARIABLE SPEED TURBINES IN THE PRIMARY 20,000 GALLON 87 OCTANE UNLEADED TANK (TANK #2) THAT FEEDS THE ENTRANCE ROW OF DISPENSERS EQUIPPED WITH A SINGLE ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD) TO REMAIN. EXISTING F.E. PETRO IST 4 HP VARIABLE SPEED TURBINES IN THE PRIMARY 20,000 GALLON 91 OCTANE UNLEADED TANK (TANK #3) EQUIPPED WITH A SINGLE ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD) TO REMAIN. EXISTING 3/4 HP TURBINE WITH MECHANICAL LINE LEAK DETECTOR IN THE GASOLINE ADDITIVE TANK (TANK #4) TO REMAIN. INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE NEW 20,000 GALLON DIESEL TANK (TANK #5). INSTALL NEW VEEDER-ROOT PRESSURE LINE LEAK DETECTOR (PLLD). INSTALL ONE (1) F.E. PETRO 3/4 HP STANDARD TURBINE WITH MECHANICAL LINE LEAK DETECTOR IN THE NEW 1,500 GALLON DIESEL ADDITIVE TANK (TANK #6). THE ADDITIVE TANK IS PIPED DIRECTLY TO THE DIESEL STORAGE TANKS AS SHOWN. SET TURBINE INTAKE FOR DIESEL TANK AT 6" FROM BOTTOM, 3" FOR ADDITIVE TANK. INSTALL TURBINE INTAKE FILTER SCREENS ON EACH TURBINE. IDENTIFY WITH A BRASS LABEL THE DISPENSERS SERVED BY EACH PRODUCT PIPE WHERE IT PENETRATES THE TURBINE SUMP. CONTRACTOR TO LABEL TURBINES AND CONTROLLERS AS TO WHICH SIDE OF THE FACILITY THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. NEW DIESEL TURBINE TO BE EQUIPPED WITH .1 GPH PRESSURE LINE LEAK DETECTION AND PLLD DETECTOR IS TO BE TESTED FOR THE .1 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE LEAK DETECTION TEST DATA AT THE TIME OF PUNCH LIST INSPECTION AND SHALL BE INCLUDED IN CLOSE OUT DOCUMENTS. EXISTING 3" INSIDE 4" AND 2" INSIDE 3" DOUBLE WALL FRP STAGE II VAPOR RECOVERY HEADER FOR ASSISTED VAPOR RECOVERY SYSTEM TO REMAIN. EXISTING FOUR (4) 1-1/2" "ENVIRON GEOFLEX U" FLEXIBLE D; IBLE NALL PRODUCT LINES ROUTED INSIDE 4" GEODUCT To REMAIN. LINES ARE EQUIPPED Wi is -1 LIQUID LEAK MONITOR SEN •:''' IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. LINES SLOPE 1/8" PER FOOT MINIMUM TO TANKS. 8 EXISTING SIX (6) 2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" "ACCESS PIPE" TO REMAIN. NEW TWO (2) 2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE EXISTING 4" "ACCESS PIPE" LINES ARE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. LINES SLOPE 1/8" PER FOOT MINIMUM TO TANKS. 9A NEW ONE (1) 2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" "ACCESS PIPE" LINES ARE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. LINES SLOPE 1/8" PER FOOT MINIMUM TO TANKS. EXISTING "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350R IN EQUIPMENT ENCLOSURE TO REMAIN. CONTRACTOR TO PROGRAM PANEL WITH ADDITIONAL SENSORS INSTALLED FOR THE ADDITIONAL LINE LEAK DETECTORS. 10 41, EXISTING FOUR (4) 3" OVER 2" DOUBLE WALL FIBERGLASS (SMITH FIBERCAST) VENT LINES. SLOPED 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANKS TO REMAIN. INSTALL TWO (2) 3" OVER 2" DOUBLE WALL FIBERGLASS (N.O.V. RED THREAD) VENT LINES. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANKS AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. EXISTING "ARID PERMEATOR" VAPOR PROCESSING UNIT ON CONCRETE PAD WITH BOLLARD PROTECTION TO REMAIN. (14) ANY AND ALL NEW PIPING AND FITTINGS REQUIRED FOR INSTALLATION TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. THERE SHALL BE A MINIMUM FOR 4 FEET OF PIPING RUN PRIOR TO PENETRATION INTO ANY SUMP OR CHANGE OF DIRECTION OF MORE THAN 30 DEGREES PER MANUFACTURERS INSTALLATION REQUIREMENTS. EXISTING FIVE (5) GILBARCO ENCORE SERIES, SINGLE HOSE PER SIDE, 2 -PRODUCT DISPENSERS (DISPENSERS 13-22) AND THREE GILBARCO ENCORE SERIES, DUAL HOSE PER SIDE 3 -PRODUCT DISPENSERS (DISPENSERS 1-6) TO REMAIN. 15A REMOVE EXISTING THREE (3) EXISTING GASOLINE 2+0 DISPENSERS (DISPENSERS 7-12) AND REPLACE WITH NEW THREE (3) GILBARCO ENCORE -700S SERIES, 2+1 DUAL HOSE PER SIDE, MULTI -PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH VAPOR ASSIST STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFERS. SEE SHEET T6-1 FOR TYPICAL INSTALLATION DETAILS. START UP BY OWNER'S REPRESENTATIVE. GENERAL CONTRACTOR TO PURGE LINES THROUGH EACH HOSE/NOZZLE. START PURGE OPERATION THROUGH SHEAR VALVE WITH 500 GALLON PURGE, AND THEN CONTINUE THROUGH EACH METER/NOZZLE WITH 50 GALLON PURGE. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. AFTER PURGING THE PRODUCT LINES OF AIR, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED DIESEL AND GASOLINE FILTERS WITH THE COSTCO SUPPLIED FILTERS. (3) 16 4, 18 4110 412, 24 EXISTING GASOLINE TANK VENT RACK TO REMAIN. MODIFY EXISTING VENT RISER FOR NEW DIESEL & ADDITIVE TANK AS SHOWN. TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISER SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE FIRE CODE REQUIREMENTS. INSTALL NEW SINGLE FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSORS AT NEW 20,000 GALLON DIESEL & 1,500 GALLON ADDITIVE TANK. INSTALL BALL FLOAT/VALVE EXTRACTOR ASSEMBLY FOR VENT AT NEW 20,000 GALLON DIESEL TANK. INSTALL .1 GPH MAG PROBE TANK LEVEL GAUGE AT NEW 20,000 GALLON DIESEL & 1,500 GALLON ADDITIVE TANKS. NEW TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL MANHOLE. NEW TANK FILL RISERS SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS. SEE TANK ELECTRICAL DRAWINGS. INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER NEW TANKS. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOLE BY FORMING A CONCRETE CROWN WITH A 2" DROP IN 18" FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING SLAB ELEVATION. RECONSTRUCT PLANTER CURBING AND CONSTRUCT SLAB PER CIVIL SLAB INSTALLATION DETAILS. INSTALL ONE (1) 3/4" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" "ACCESS PIPE" EXTENDING FROM DIESEL ADDITIVE TANK TO DIESEL TANK AS SHOWN. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT FROM THE DIESEL TANK DOWN TO THE ADDITIVE TANK AND SHALL CONSIST OF A CONTINUOUS RUN. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. COMPLIANCE NOTES COMPLIANCE NOTES ARE LOCATED ON SHEET T4-1. w v) w LU 0 co N z J z 0 Z W /O! ♦ Z CO CO L CJ Q cc a O LI - Cc O CC w z U TUKWILA, WA 91406 0 0 J U U. w z 0 0) O U 0 O S CR, is• ‘a1etiv1 hi 0 V N 0 N N 0 z a V Z m v C V 0 0 0 0 0 c0. N 0 N 0 18215 72ND AVENUE SOUTH 251-8782 FAX c z c5 w w w 0 .0 .0 GO 4) s () X :0.386863 0 V (n a co d. 0 N E 0 0 xpansion\7880 :P:\07000s\7880\mechanical\tanks\2014 MATERIAL LIST AT TANKS ITEM QTY. DESCRIPTION MANUFACTURER NOT USED 1 TANK: 20,000 GALLON, 10' I.D. DOUBLE WALL FIBERGLASS TANK, ONE 48" D.W. FILL COLLAR W/22" M.W., ONE 48" TURBINE COLLAR W/22" M.W., STEEL STRIKE PLATES AND TIE DOWN GUIDES. TANK SHALL BE UL 1316 LISTED AND METHANOL APPROVED. (w/ STRAPS) TANK: 1,500 GALLON 4' I.D. DOUBLE WALL FIBERGLASS TANK, WITH ONE 42" SW FILL SUMPS, W/22" M.W.'s, STEEL STRIKE PLATES AND TIE DOWN 3UIDES. TANK SHALL BE UL 1316 LISTED AND METHANOL APPROVED. TO INCLUDE HOLD )OWN STRAPS. SUMP REDUCER TO BE ADJUSTABLE AND FIELD -BONDED "CONTAINMENT SOLUTIONS" MODEL NO. DWT -6 TYPE II; (10) 20,000 GALLON w/ (2) 22" MANWAYS w/ HYDROSTATIC RESERVOIR "CONTAINMENT SOLUTIONS" MODEL NO. DWT -6 TYPE II (4') - 1,500 SHELL CODES: 2-E4D102S3 3( 4) 1 PIPING SUMP: 48" FIBERGLASS TURBINE ENCLOSURE x 6' HIGH. 48"x32" FIBERGLASS REDUCTION TRANSITION WITH 32" LID. FIELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. "CONTAINMENT SOLUTIONS MODEL NO. WTE48-6 1 PIPING SUMP: 48" SINGLE WALL POLYSIDED FIBERGLASS FILL ENCLOSURE x 75" HIGH. 48"x24" POLYSIDED FIBERGLASS TRANSITION WITH 48"x42" ROUND EXTENSION. FIELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. "CONTAINMENT SOLUTIONS" MODEL NO. WTE48-6 (RISER ONLY) PIPING SUMP: 42" SINGLE WALL POLYSIDED FIBERGLASS FILL ENCLOSURE WITH POLYSIDED FIBERGLASS TRANSITION WITH 34" LID. FIELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. (®ADDITIVE TANK) "CONTAINMENT SOLUTIONS" MODEL NO. WTE42-8 FILL SUMP EQUIPMENT 2 3 6" RUBBER CAP FOR SHROUD PORT FIBERGLASS WATERTIGHT SUMP SHIELD (FRICTION -FIT) RUBBER BOOTS FROM SHROUD TO BUCKET WITH UPPER AND LOWER CLAMPS 15" RUBBER CAP "PHIL-TITE" MODEL NO. WTRC-0600 "CONTAINMENT SOLUTIONS" INCLUDED WITH TANK SUMP PACKAGE (CODE: FV2/15/16) "OPW" MODEL NO. D02575M (INCLUDES H15188M & H15190M CLAMPS) "OPW" MODEL NO. C05223M 1 37" DIA. DUAL POINT FILL -SPILL MANHOLE W/ 8" ACCESS LID. (2) 15" DIA. SPILL COLLECTORS AND 15" SKIRT. SPILL COLLECTORS SHALL BE 5 GALLON CONTAINMENT W/ CAST IRON BASE. PER CARB EVR CAST IRON BASE. PER CARB EVR EXEC ORDER VR -102. "OPW" MODEL NO. 6571 EVRB-164037RT052-P ASSEMBLY INCLUDES ACCESS COVER ROTO -LOCKS, 1 C-2100C-YEVR SPILL COLLECTORS, 1 DK -2100 PRODUCT DRAIN VALVE, 1DP-2100 FILL DRAIN PLUG, FSA -400 FACE SEAL ADAPTERS, VPN4X7 PIPE NIPPLES 6511-RB20 RISER SPACER, 1TAG DISCS. 1 1 1 1 1 1 1 1 2 37" DIA. DUAL POINT FILL -SPILL MANHOLE W/ 8" ACCESS LID. (1) 15" DIA. SPILL COLLECTOR AND 15" SKIRT. SPILL COLLECTOR SHALL BE 5 GALLON CONTAINMENT W/ CAST IRON BASE FOR DIESEL PRODUCT IDENTIFICATION MARKER (ALUMINUM PLATE) FILL SWIVEL ADAPTER - EVR CARB APPROVED PER VR -102 PRODUCT TOP SEAL FILL CAP - EVR CARB APPROVED PER VR -102 4"x17' ALUMINUM DROP TUBE. - EVR CARB APPROVED PER VR -102 3" FLOAT VENT VALVE 12" L.G. - EVR CARB APPROVED PER VR -102 FILL 2" ADAPTER 2" PRODUCT TOP SEAL FILL CAP 2" DROP TUBE WITH OVERFILL PREVENTION VALVE FILL TUBE EXTENSION (CUT TO LENGTH) 2" RAIN CAP VENT -THREADED NOT USED "OPW" MODEL NO. 6571 EVRL-164937RT051-P ASSEMBLY INCLUDES ACCESS COVER ROTO -LOCKS, 1 C-2100C-YEVR SPILL COLLECTOR, 1 DK -2100 PRODUCT DRAIN VALVE, FSA -400 FACE SEAL ADAPTERS, VPN4X7 PIPE NIPPLE, 1TAG DISC. OPW-106DL-0095 (DIESEL) "OPW" MODEL NO. 61 SALP-1020-EVR "OPW" MODEL NO. 634TT-7085-EVR "OPW" MODEL NO. 61T-7468 "OPW" MODEL NO. 53VML-3120 "OPW" MODEL NO. 1612 -AN -0200 "OPW" MODEL NO. 634B-0160 "OPW" MODEL NO. 61 (STOP -2000 "OPW" MODEL NO. 61 FT -0206 "MORRISON" MODEL NO. MR -354 2 4"x4"x2" EXTRACTOR TEE FITTING. - EVR CARB APPROVED PER VR -102 "OPW" MODEL NO. 233-4420 NOT USED (24) NOT USED TURBINE SUMP & INTERSTITIAL EQUIPMENT MISC. TANK -TOP & ADDITIVE EQUIPMENT NOT USED 26) NOT USED (ST)) BY G.C. 3/4" AND 1" RIGID CONDUIT, ELECTRICAL SEAL -OFF, ELECTRICAL JUNCTION BOX ELECTRICAL ITEMS EXPLOSION PROOF. BY G.C. 2 1 2 2 BY G.C. 2 1 CONTAINMENT SUMP LIQUID SENSOR, DISCRIMINATING (FOR FILL SIDE AND TURBINE SIDE SUMPS) ADDITIVE CONTAINMENT SUMP & VENT SUMP LIQUID SENSOR, NON -DISCRIMINATING 4"x36" SECONDARY CONTAINMENT BOOT W/ 2" & 3" DONUTS 30" DIA. ROUND MONITOR MANHOLE, WATER TIGHT AND TRAFFIC RATED 4" DIA. PIPE 7'-0" LG. MAX. WITH 4" NPT MALE ADAPTER (FOR HYDROSTATIC TANK MONITOR) HYDROSTATIC SENSOR WITH 4" RISER PIPE CAP KIT "VEEDER-ROOT" MODEL NO. 330020-435 44" DIA. ROUND MANHOLE, WATER TIGHT GASKET. TRAFFIC RATED SUBMERSIBLE TURBINE PUMP -2 H.P. WITHOUT PISTON LEAK DETECTION, WITH MAG SHELL, WITH MAGVFC CONTROL PANEL. 208/230V, WITH 26" RISER "VEEDER-ROOT" MODEL NO. 794380-352 "VEEDER-ROOT" MODEL NO. 794380-323 "CTC" MODEL NO. 450036 W/ CTC -4003, CTC -4002 REDUCER DONUTS "OPW" MODEL NO. 6110-30WT SCH. 40 PVC MATERIAL "VEEDER-ROOT" MODEL NO. 794380-301 "OPW/POMECO" CONQUISTADOR MODEL NO. 44CD-WT10 "FE PETRO" MODEL NO. FE -IST -3R "FE PETRO" MODEL NO. 400168926 (RISER) 1 2 1 4 TURBINE 3/4 HP PUMP FIXED SPEED VARIABLE LENGTH, AG SEALS, WITH MODEL R CHECK VALVE W/ 26" RISER INTAKE FILTER SCREEN, STAINLESS STEEL (PRE-INSTALLED ON TURBINE) PRESSURE LINE LEAK DETECTOR - .1 GPH MECHANICAL LINE LEAK DETECTOR 3.0 GPH 2"x18" FLEXIBLE CONNECTOR MALE SWIVEL x FEMALE NPT "FE PETRO" FE-STPAG75R-VL1-26 "FE PETRO" MODEL NO. IFS "VEEDER ROOT" MODEL NO. PLLD KIT 848480-001 "FE PETRO" MODEL NO. STP -MLD -D 400501901 "FLEX-ING" MODEL NO. FLX-218MSF-FS (44) NOT USED 2 3/4"x14" FLEXIBLE CONNECTOR - 3/4" MALE NPT X 3/4" MALE SWIVEL NPT "FLEX-ING" MODEL NO. FF3414MMS 1 TANK BOTTOM PROTECTOR "OPW" MODEL NO. 6111-1400 1 TANK LEVEL 10'-6" MAGNETOSTRICTIVE PROBE -0.1 GPH "VEEDER-ROOT" MODEL NO. VR -846390-110 MAG 1 "VEEDER-ROOT" MODEL NO. 886100-000 1 2" FLOAT INSTALL KIT FOR MAG 1 TANK LEVEL PROBE (DIESEL) "VEEDER-ROOT" MODEL NO. 846400-101 1 TANK LEVEL 4'-0" STAINLESS STEEL MAGNETOSTRICTIVE PROBE -0.1 GPH W/0 WATER DETECTION (ADDITIVE TANK) "VEEDER-ROOT" MODEL NO. VR -846391-601 1 4" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE (ADDITIVE TANK) "VEEDER-ROOT" MODEL NO. 846400-004 2 4" MONITORING CAP AND ADAPTER KIT, 3/8" GROMMET W/0 LUGS (TANK LEVEL GAUGE) EVR CARB APPROVED PER VR -102 "VEEDER ROOT" MODEL # VR -312020-952 4" X 1" DOUBLE TAP BUSHING (FOR MANUAL PUMP -OUT CONNECTION) "MORRISON" MODEL NO. MR -184-4X1 2 2" X 3/4" DOUBLE TAP BUSHING (©FUEL TANK MANWAY & © ADDITIVE TURB.) "MORRISON" MODEL NO. MR -184-2X34 1 1" CAM & GROOVE COUPLER - FNPT (© ROTARY PUMP BASE) "PT COUPLING" MODEL NO. 10D 1 1" CAM & GROOVE COUPLER ADAPTOR - MNPT (© TANK TOP) "PT COUPLING" MODEL NO. 1OF 1 1" CAM & GROOVE DUST CAP - (© 1" COUPLER ON TANK RISER) "PT COUPLING" MODEL NO. 10V 1" CAM & GROOVE PLUG - (© 1" COUPLER ON ROTARY PUMP) "PT COUPLING" MODEL NO. 1OW 1 3/4" SOLENOID VALVE (NORMALLY CLOSED, VITON SEALS, 24V DC) "ASCO" MODEL NO. EF8210G003V24/DGD 1 300 SERIES 30 MICRON PARTICULATE FILTER AND 3/4" ADAPTER "PETROCLEAR" MODEL NO. 40530P W/.75N-12 ADAPTOR 2 3/4" 3 WAY "T" PORT BALL VALVE (FOR ADDITIVE INJECTION) "MARWIN" MODEL NO. 3T-3300RTTS-075 2 3/4" BALL VALVE (© ADDITIVE TANK) "APOLLO" MODEL NO. 94-A-34 1 2" BALL VALVE -FULL PORT (FOR TURBINE SUMPS) "JOMAR" MODEL NO. T100-2 1 50 CU. FT. SUMP FLAME ARRESTOR (VENT SUMPS) "OPW" MODEL NO. FSS -50 MATERIAL LIST AT TANKS (CONTINUED) ITEM QTY. DESCRIPTION MANUFACTURER MISC. SUMP EQUIPMENT MATERIAL LIST AT DISPENSER ISLANDS 1 16" HEAVY DUTY SAFETY STEP - MOUNT TO 4" RISERS IN SUMP "BRAVO" MODEL NO. TSRS-400D-KE MANUFACTURER 2 6" HEAVY DUTY SAFE IY STEP - MOUNT TO 4" RISERS IN SUMP "BRAVO" MODEL NO. TSRS-400S-KE • • 1 1 10 10 10 1 4" X 2" BELL REDUCER 4" X 6" LONG BLACK IRON PIPE NIPPLE 3/4" 90' ELBOW 3/4" X 2" PIPE NIPPLE 3/4" X 12" PIPE NIPPLE 2' X 3/4" BELL REDUCER "ANVIL" OR EQUAL "GILBARCO" ENCORE S" SERIES MODEL NO. ENC700S-NLO 1 3/4" "Y" STRAINER "STAYFLOW" MODEL NO. TSC0075 (68) 0 SIPHON CHECK VALVE FOR TURBINE PUMP (TO BE ORDERED WITH ONE 87 OCTANE TURBINE PUMP) "FE PETRO" MODEL NO. 400137905 co Z Z I= `Z OAC WI Z a • 1 3" FRP BONDED FITTING FOR N.O.V. RED THREAD PIPING (AT ADDITIVE PRODUCT & VENT PIPING) "BRAVO" MODEL NO. F -32 -TS -D -AD -00 (89) 4 3/4" BONDED CONDUIT ENTRY FITTING "BRAVO" MODEL NO. F -10 -RR -D -AD -00 (90) 3 1" CONDUIT ENTRY BOOT "BRAVO" MODEL NO. F -10 -RR -D-00 (91) 2 3" FRP BONDED FITTING (CONTRACTOR INSTALLED AT TANK SUMPS) "BRAVO" MODEL NO. F -32 -TS -D-00 (92) 6 4"X2" GEODUCT/FLEXWORKS ENTRY BOOTFLEXWORKS" / "OPW MODEL NO. DEB -4020 (93) 2 4" X 1" X 3/4" RUBBER REDUCER "OPW" FLEXWORKS MODEL NO. TBA -4175 (120) 2 1" PLUG (AT EACH TBA -4175 FITTING) "OPW" FLEXWORKS MODEL NO. TBP -100 411 2 4" PENETRATION BOOT "OPW" FLEXWORKS MODEL NO. DEB -0400 DISPENSERS MATERIAL LIST AT DISPENSER ISLANDS ITEM QTY. DESCRIPTION MANUFACTURER 85 88' NOT USED "N.O.V. RED THREAD" MODEL #011020-069-2 2(843 1 2+1 PRODUCT DISPENSER 2 HOSE PER SIDE W/0 VAPOR VAC, W/ JUNCTION BOX OPTION, W/ CARD READER OPTIONS "GILBARCO" ENCORE S" SERIES MODEL NO. ENC700S-NLO (86) 3 NOT USED "N.O.V. RED THREAD" MODEL #012020-360-4 1.4O 6 DOUBLE POPPET SHEAR VALVE, 1-1/2" M -NPT TOP STYLE, BOSS MOUNTED (COMBO BODY) "OPW" MODEL NO. 106HMP-5830 (88) 0 NOT USED AXIS M31 -VE NETWORK CAMERA SERIES (89) 4 NOT USED "N.O.V. RED THREAD" MODEL #012020-191-4 (90) 88' NOT USED "N.O.V. RED THREAD" MODEL #011030-069-5 (91) 3 3/4" VACUUM ASSIST HOSE CLAMP "GOODYEAR" MODEL NO. HY8103 (92) BY G.C. 1 NOT USED MODEL NO. GR-1VNG9 (93) 1 1 10 3 1 NOT USED "GRAINGER" MODEL NO. 6AW03 "GRAINGER" MODEL NO. 1 UC40 "GRAINGER" MODEL NO 4T419 "GRAINGER" MODEL NO. 1VT67 "GRAINGER" MODEL NO. 6Y799 (120) 3 4"x2" DUCTED ENTRY BOOT "OPW" MODEL NO. DEB -4020 411 NOT USED . • 3 PRODUCT STABILIZER BAR AND SHEAR VALVE MOUNTING PLATE (PLUS STABILIZER BAR FOR SENSOR MOUNTING) ''OPW FLEXWORKS" MODEL NO. SBK-1800 0 4 NOT USED "N.O.V. RED THREAD" MODEL #012030-310-3 •: NOT USED ® 6 4 1" DISPENSER PIPING U -BOLTS 2" DISPENSER PIPING U -BOLTS "ANS" MODEL NO. CS -1 UB "ANS" MODEL NO. CS-2UB •• NOT USED 0 AS 1-1/2"x15" FLEX CONNECTOR MALE x MALE SWIVEL NPT "FLEX-ING" MODEL NO. FLX-11215MMS-FS NEEDED.. 1-1/2"x12" FLEX CONNECTOR MALE x MALE SWIVEL NPT FLEX-ING„ MODEL NO. FLX-11215MMS-FS (102) eNOT NOT USED USED 4 SECONDARY CONTAINMENT TERMINATING TEST TUBE "OPW” MODEL NO. TJ 200A 6 HUSKY STANDARD NOZZLE DIESEL - GREEN "HUSKY" MODEL NO. HN -159561-03-04 "ANS" MODEL NO. HN-N1OSLF • 6 5/8" DIESEL FLEXSTEEL HOSE SWIVEL BOTH ENDS "GOODYEAR" MODEL NO. GY-20784006 5 8"X14' / "ANS" MODEL NO. GY-5814FGSWSW-G 6 "RESNAP" DIESEL HOSE BREAKAWAY VALVE W/SWIVEL "OPW" MODEL NO. 66SB Z 0 PIPING MATERIAL LIST NOTE: PIPING QUANTITIES ARE APPROXIMATE BASED ON SITE SPECIFIC TAKEOFF PLUS 10%. ADDITIONAL PIPING MAY BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. NOTE: FITTING QUANTITIES ARE APPROXIMATE BASED ON MINIMUM REQUIREMENTS. ADDITIONAL SIMILAR FRP FITTING TYPES MAY BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. ITEM QTY. DESCRIPTION MANUFACTURER (18C 88' 2" (PRIMARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS "N.O.V. RED THREAD" MODEL #011020-069-2 • 1 2" COUPLING (PRIMARY) "N.O.V. RED THREAD" MODEL #012020-101-8 ® 3 2" 90 DEGREE ELBOW (PRIMARY) "N.O.V. RED THREAD" MODEL #012020-360-4 1.4O 4 2" 45 DEGREE ELBOW (PRIMARY) "N.O.V. RED THREAD" MODEL #012020-310-4 114 0 NOT USED AXIS M31 -VE NETWORK CAMERA SERIES 4 2" THREADED BELL x MALE ADAPTER FRP "N.O.V. RED THREAD" MODEL #012020-191-4 88' 3" (SECONDARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS "N.O.V. RED THREAD" MODEL #011030-069-5 ■i 1 3" COUPLING (SECONDARY) "N.O.V. RED THREAD" MODEL #012030-101-9 (1:12)3 BY G.C. 1 NOT USED MODEL NO. GR-1VNG9 F)19 1 1 10 3 1 NOT USED "GRAINGER" MODEL NO. 6AW03 "GRAINGER" MODEL NO. 1 UC40 "GRAINGER" MODEL NO 4T419 "GRAINGER" MODEL NO. 1VT67 "GRAINGER" MODEL NO. 6Y799 (120) '• NOT USED ROTARY HAND PUMP 411 NOT USED NOT USED 2 3" 90 DEGREE ELBOW (SECONDARY) "N.O.V. RED THREAD" MODEL #012030-360-3 0 4 3" 45 DEGREE ELBOW (SECONDARY FLAT) "N.O.V. RED THREAD" MODEL #012030-310-3 (2-1)1- NOT USED ® NOT USED (126) NOT USED 0 NOT USED 128 NOT USED eNOT USED (1_3_(:) NOT USED ® NOT USED fitNOT USED 220' 2" DOUBLE WALL FLEXIBLE PRODUCT PIPE "OPW FLEXWORKS" MODEL NO. C-20 0 a PIPING MATERIAL LIST (CONTINUED) ITEM QTY. 85' 4" ACCESS CONDUIT 12 3 21' 2 2 2 3 3 DESCRIPTION 2" GEOFLEX/FLEXWORKS SWIVEL PIPE DOUBLE WALL COUPLING 2" GEOFLEX/FLEXWORKS NPT THREAD ADAPTOR FITTING 3/4" COAXIAL ADDITIVE PRODUCT PIPING 3/4" SECONDARY TERMINATION PIPE TEST BOOT WITH AIR STEM 3/4" PIPE TERMINATION COUPLING, MALE 3/4" THREAD ADAPTOR FITTING, FEMALE X MALE NPT 2"X1-1/2" NPT GEOFLEX/FLEXWORKS SWIVEL ELBOW FITTING 2"X2"x 1-1 /2" TEE FITTING MANUFACTURER OPW FLEXWORKS" MODEL NO. AXP40 "OPW FLEXWORKS" MODEL NO. DPC-2200A "OPW FLEXWORKS" MODEL NO. SMA -2020 "OPW" FLEXWORKS MODEL NO. C075A "OPW" FLEXWORKS MODEL NO. TBA -0075 "OPW" FLEXWORKS MODEL NO. SPC -0075 "OPW" FLEXWORKS MODEL NO. SMA -7575 "OPW FLEXWORKS" MODEL NO. SRE-2015 "OPW FLEXWORKS" MODEL NO. STF-2215 CONTROLLER ENCLOSURE MATERIAL LIST AT EQUIPMENT ENCLOSURE ITEM 46> QTY. DESCRIPTION MANUFACTURER NOT USED 1 0 0 0 1 1 0 1 0 PRESSURE LINE LEAK DETECTOR CONTROLLER MODULE UNIVERSAL DUAL DISTRIBUTION DISPENSER CONTROL BOX TLS -350R ENVIRONMENTAL & INVENTORY MANAGEMENT SYSTEM WITH INTEGRAL PRINTER PUMP SENSE MODULE ADDITIVE CONTROLLER, INCLUDES METER, PULSER, FLOW CONTROLLER & IS BARRIERS - LMS BABY SYSTEM EIGHT INPUT INTERSTITIAL/LIQUID SENSOR INTERFACE MODULE INPUT/OUTPUT COMBINATION MODULE PROBE INTERFACE MODULE - FOUR PROBE INPUT INTERFACE 7 INPUT SMART SENSOR / PRESS. MODULE "VEEDER-ROOT" MODEL NO. 330374-001 "GILBARCO" MODEL NO. PA0261000020 115VAC "VEEDER-ROOT" MODEL NO. 848290-122 "VEEDER ROOT" MODEL NO. VR -32999-001 "FLOW DYNAMICS" MODEL NO. EF4217 "VEEDER ROOT" MODEL NO. VR -847490-102 "VEEDER ROOT" MODEL NO. VR -329360-001 "VEEDER ROOT" MODEL NO. VR -329356-002 "VEEDER ROOT" MODEL NO. VR -332239-001 K56) BY 1G.C. SIMPLEX RECEPTACLE (WHITE), GENERAL PURPOSE 20 AMP 125V GROUNDING HARD WIRED "BRYANT ELECTRIC INC." OR EQUAL NOT USED (158) NOT USED 59> NOT USED 1 1 CONTROL BOX TURBINE CONTROL BOX (VARIABLE FREQUENCY CONTROLLER) "FE PETRO" FE -STP -CBS "F.E. PETRO" MODEL NO. MAGVFC 162 NOT USED NOT USED C64) NOT USED 65> NOT USED 0 DISPENSER SURGE PROTECTION AND DATA DISCONNECT DEVICE CONNECT TO NEW DEDICATED RECEPTACLE TIED INTO EMERGENCY STOP SYSTEM 1 2 0 NOT USED DATA DISCONNECT DEVICE BETWEEN BATCH CONTROLLER Sc SOLENOID VALVES. 3 -POLE CONTACTORS FOR TURBINE, BATCH CONTROLLER & DATA DISCONNECT DMEX DISPENSER MODULE (KIT CONTAINS (2) DMEX MODULES) "POWER INTEGRITY" MODEL NO. DDS-8DM4GPE "POWER INTEGRITY" MODEL NO. DDS-AL485SET (ADAPTER) "POWER INTEGRITY" MODEL NO. DDS -3V24 "SQUARE D" MODEL NO. XSE-DPA33Y122Y2 36 "SQUARE D POWERBOX" MODEL NO. DMEX EXPANSION KIT CANOPY CANOPY LIGHTING AND MISCELLANEOUS EQUIPMENT ITEM QTY. DESCRIPTION MANUFACTURER (18C 0 LINEAR LED CANOPY FASCIA LIGHT WEATHERPROOF UNITS APPROVED FOR WET LOCATION, POSITION HORIZONTALLY FROM TOP OF FASCIA. ADJUST FOR UNIFORM LIGHT DISTRIBUTION ON FASCIA. (3 PER SIGN) "GREE" MODEL NO. MODEL NO. LFL -3 -DO -UL -WH • 0 122W LED SYMMETRIC AMBIENT CANOPY LIGHT FIXTURE WITH BEAUTY PLATE "GREE" MODEL NO. CPY250-A-DM-F-B-UL-WH WITH MODEL NO. XA-BXCCBPW (BEAUTY PLATE) ® 0 DIGITAL VIDEO SERVER RECORDER 16 -CHANNEL (INSTALLED AT EDP ROOM AREA BY CAMERA CONTRACTOR) AS SPECIFIED BY OWNER 1.4O BY G.C.. 11x18x18 IN -GROUND PULLBOX "SYNERTECH" MODEL NO. S1118HBBOA R) OR "SYNERTECH" MODEL NO. S1118B18FA (BASE)OEQUAL 8 179 0 COLOR VIDEO MONITORING CAMERA (TEMP RESISTANT FLEXI-DOME DAY/NIGHT SURFACE MOUNTED) (INSTALLED AT CANOPY AREA BY OWNER'S CAMERA CONTRACTOR) AXIS M31 -VE NETWORK CAMERA SERIES co O W 1 W cn 2 MISCELLANEOUS SITE SPECIFIC EQUIPMENT ITEM QTY. DESCRIPTION MANUFACTURER (18C NOT USED (181) NOT USED 82 NOT USED (183 NOT USED (84) NOT USED 1 12" OBSERVATION PORT MANHOLE "UNIVERSAL" MODEL NO. U-98MW-1210 2 6" x 13' SLOTTED OBSERVATION PORT PVC PIPE AND BOTTOM CAP "EBW" MODEL NO. E773-200-03 1 2 6" PVC PIPING EXTENDER 6" COUPLINGS 6" PVC cp, BY G.C. 1 OBSERVATION PORT CAP"GRAINGER" MODEL NO. GR-1VNG9 • 1 1 10 3 1 5 GALLON METAL SAFETY CAN GROUNDING WIRE W/ CLIPS - 10' LONG PAIR GLOVES, NITRILE, 11 MIL, 13 IN PAIRS PROTECTIVE GOGGLES STEEL FUNEL - 8 QTS. "GRAINGER" MODEL NO. 6AW03 "GRAINGER" MODEL NO. 1 UC40 "GRAINGER" MODEL NO 4T419 "GRAINGER" MODEL NO. 1VT67 "GRAINGER" MODEL NO. 6Y799 '• 1 ROTARY HAND PUMP "BOSWORTH" MODEL NO. 3400A GUZZLER NOT USED 0 1 1/2" ISOLATION BALL VALVE "JOMAR" MODEL NO. 100-707 NOT USED NU1C THS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE UST OF MATERIALS. CONTRACTOR IS RESPONS ® FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. LE FOR PROVIDING AND INSTALLING ALL MISCELLANEOUS EQUIPMENT, INDICATES MATERIAL SUPPUED BY OWNER. ALL ITEMS SUPPUED BY OWNER ARE SUPPLIED THROUGH ANS DISTRIBUTE. CALL (602 278-3000) TO COORDINATE MATERIALS DELIVERY SCHEDULE WITH ANS AND VERIFY EOUI'MENT COUNTS (72 I -OUR NOTATION REOUIRED). CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EOU 1PMENT IS ACCOUNTED FOR AND ARRIVES AT SITE IN UNDAMAGED CONDTIION (48 HOUR ME UMIT). AFTER THIS 48 HOUR LMT THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE EXACT PART(S) THAT IS(ARE) EITHER MISSING OR DAMAGED.' INDICATES MATERIAL SUPPLIED BY OWNER 11IROUQH EOU PMENT AND MANUFACTURER DIRECT PURCHASING. CONTACT COSTCO WHOLESALE PURCHASING DEPT. (425) 313-6753 TO COORDINATE MATERIALS DELIVERY SCHEDULE OF ALL OWNER DIRECT PURCHASE ITEMS. UNLESS OTHERWISE NOTED, ALL OTHER EOU IPMENT IS SUPPLED AND INSTALLED BY CONTRACTOR. PERMIT RELEASE CID 0 CO N 0 4) 0. U 4) Q) 0 z co J CO -J W 0 z 0 0 c z z 400 COSTCO DRIVE O 0 u_ W z J 0 QV ♦ 0 O U O LL MASTER RELEASE w Q p in>00 JCS O< Q = OJ.4 g c o co 0 u, — v U N 0 4-0 0 N 0 z 0 U z 1 C 0 4) 4, 2 0. •41- N 0 N D O w z W z rn N CO 251-8782 FAX U U Z5 z zw CI_ J 1— Z gMI-11 -0 zj ww Z0 Z UU) Job Number 00 co 4) 4) t N X N a a 0 0 II 0 0 0 Date/Time:12/16/2014 11:41 AM 0+ 1- 0 ao r c 0 0 a X 0 m 0 i 0 0 0 0 0 N E 0 0 ECN 0 0 0 0 N 0 / 10'-11" / 54'-0 3/8" W v) J W 1— m W 0_ . O m N ce Title: UNDERGROUND TANK DETAILS FIBERGLASS TANK INSTALLATION DETAILS 400 COSTCO DRIVE TUKWILA, WA 91406 COSTCO GASOLINE FACILITY #006 v.) O U m / 1 1,1-:; 'Y' T5-1 ` B B `,-) T4-1 T5—y REINFORCED CONCRETE SLAB TURBINE END FILL END T5-1 2" HIGH WN liP. SEE CIVIL DRAWINGS 4" DIA. FRP 18 AROUND ALLOPENINGSOPENINGS 5 GALLON CONTAINMENT OR SCH. ®40 PVC RISER TYP. .. 011111 . JJPJ_ ... °a • ° • • • jilt !° a ` • ... A .a.• a '° a' •f ):; ELL N,'s, ,,.. Sr,',t ,,,,,;,,,1.,,TC ,r ' i r r , i ,F"HYDROS fat; ::$1', • I i SET AT 95 C ► I` aQ 16 ,_ lUl o B —11 CAPACITY 12 I Jim i A ,I E mm I) TANK #5 Q @.. i . 1,_l i 20 000 GALLON frIIP 22" MANWAY > - I t' MAX. (TYP.) ; — - TO TLS 350R MONITORING AtalIII I Illk DIESEL •. or ill ■ SYSTEM °1 _ I1 _ _ r_ , BRINE HYDROSTATIC T5-1 22" MANWAY OUTLINE OF CONCRETE 18" MIN. CROWN I o'boil I*!! `_! ' Al RESERVOIR ft X11 III COSTCO WHOLE 999 LAKE DRIV ISSAQUAH, WA 9E I • ill •111, yaw ,.a ate.. ' A 41i = IN -TANK GAUGE PROBE ALARM 0 TYP. 11' A,3 / 16-11 3'37-5 / 6-1 OBSERVATION PORT; (n'P)yr o '-,/-,p ;•L : .f £.. 48 47 W/90% INSTALL PER MFR'S REQMNT'S. OVERFILL CALIBRATION. 1 TYP. TYP. . j TYP. TANK(S): SHALL BE UNDERWRITERS LABORATORY LISTED (UL -1316) AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS / / /\/ = 38 FE -PETRO 2 H.P. SUBMERSIBLE PUMP STRAIGHT DROP TUBE / \// \// \// 0 i\ /i\\moi\\ i /\\/\\/\\/ /411: / \/\/\/ • \/\/\/\/ \\\\ • 4 111) • '/16 I* , a ! •' A 24"x1/4" THICK STRIKER PLATE UNDER 4 OPENINGS BY MANUFACTURER (TYP.) ' ♦ ALL TANK . 40 FE -PETRO INTAKE FILTER SCREEN I 6" 45° PEA GRAVEL BED Sc \' 'A ;a Rar w ` 1 6 5 6 7 4" TO MAX. BACKFILL I •,. 111..• s,_. _ _ 8 9 10 11 \ 16 17 18 (TYPICAL) \ \ \ \ : • a A.@.... _ . —,a,A_ +1,. Iwo.. _ • •.. A- •• Alibi • • •,. ._ ..P.,_ ,, . •_ a ' ., lb link_ • Ilia 4 lair _ • •_. A_. r 5'-6 1/4" 10'-1 1 1/2" 4'-5 1/2" 1 5'-6 1/4" / 37'-5 1/2" 1'-0 1/2" / r Ty►ICLI Tank Gael Layout Plan DESIGNATED ON THE PLASTIC(FRP) AS MANUFACTURED SUPPLEMENTAL CONDITIONS BY "CONTAINMENT AND SHALL SOLUTIONS". BE DOUBLE INSTALLATION WALL TANKS OF FIBERGLASS REINFORCED OF TANKS AND PIPING SHALL BE IN / Diesel 207000Gallon / + . Tank Section C T3-1 SCALE: 1/4"=1'-0" ACCORDACE WITH THE / AND MANUFACTURER'S LATEST EDITION OF THE INSTALLATION INSTRUCTIONS. SPECIFICATION AS PROVIDED BY COSTCO WHOLESALE, SCALE: 3/8"=1'-0" T3-1 STAGE I VAPOR RECOVERY S • G4 t ,P-oF WAs,,. ,s,0 , es 28527 ccp FTS4, „,, G F E BACKFILL WITH PEAGRAVEL AS 30" MANHOLE PER TANK MANUFACTURER SPECIFICATIONS. TYP. D»= T5-1 T5-1 T5 -1 T5-1 ° ..,.L-- s„\ E ° , ' e. < . ,•.d-.a we- = . s . e .Q • d 4' "e _ :. , '.r . a d• ea s . 1.1i d - •a t n .a. • ..v • d' .a' d. . . d''• d FILL PORT 0 - e Ifi- '" SYMBOL WITH COLORS C / /\/\/\ / / / / /\ j \/\/\/\ /\ ,\/ \ /\ ' + \ rte., \/ /\ , \ \/\ \ / / \ \/\ _ \\. \/\/' \ \/ / \ / 0 _ "' cn = z z LN j/ m ....,., ` =:".'k"1 ; . .,t,IL; ' ..'., ADDITIVE TANK TOP MAY VARY IN ELEVATION\\\\\\ FROM DIESEL TANK TOP ID o \ \\ EXTRACTOR FITTING ® • Y/ : —'t . ..,. . •_ Ln •/ 4 FRP RISER TO `r i' ' L`I s ►.. ® lir : ,-Tir I i/• /\\//\\/ GRADE o "; Jt 1 : FI I111I11ir1. o ; o . 7, 0 CNI o II Q / TOTAL TANK EX 4' 11 j\\/ DRO' TUBE TYP. \//\\LLI • \\//\ \ 2' TANK LEVEL GAUGE W/2" . III SET 95% 11 A'JCHOR STRAP U\ H446c18215 72ND AVENUE SOUTH Vks KENT, WA 98032 m - (425) 251-6222 (425) 251-8782 FAX 2 too t Co'CIVIL ENGINEERING, LAND PLANNING, H ENGX%AOmaSURVEYING, ENVIRONMENTAL SERVICES WHITE COLOR /SAA /\ TYP. , FLOAT KIT. OVERFILL ALARM ' ' AT 90% CAPACITY An — LOCATION (TYP.) ACCESS PORT ° ' °,..' _ m 3 1,500 GAL. °• O ADDITIVE °',°. PRODUCT SYMBOL COLORS . ° REGULAR U UNLEADED \\ \/ : :.° ° . w w .° °. a ` .:a,: :':° :;,,.:.•' • • " '.:'.r.:0-:::::'• ' °' . °:"'••• •TANK SHALL BE SET DEAD ' .\/ '7 a 1. ,.. :°:.. • • END OF TANK ` : LEVEL :,.. r.-.*---:-., '9•z• •'•i7° . r '7 1° a• 8::a , :9. GASOLINE - BLACK CROSS ON WHITE CIRCLE PREMIUM UNLEADED GASOLINE WHITE CROSS 0 N RED CIRCLE \/\/ \ \ v \7 \/ \/ v \/ \7 \/ \/ \/ \/ \/ \7 \/ \/ \/ \/ \7 \/ \7 \/ \/' \; \7 \ r% \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ /\/\//\//\//\//\// // / // ./// //,/7 , / . // / / r /\/\ /\ /\ A A \ A \ \ \ N\\ \\\ . \\ \ \ j \ /\.\\ /\ /.\ /. \/\\ TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER // / Cc \7 \ \ \ \\ \\ /// % ° °-°: '' 'p '° AUTO0 DIESEL YELLOW HEXAGON ON YELLOW CIRCLE ADDITIVE DIESEL • YELLOW HEXAGON ON PURPLE CIRCLE ' NOTE: \ INSTALL FILTER FABRIC IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR\/\\</. \ \ ' • :),i...' •.•.,:.: ' ' '°"- 2' AT BOTTOM OF TANK TANK INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE \/\/TYP. HOLE (TYP.) RUN-OFF INTO TANK PIT, CONTRACTOR SHALL STRAP THE TANKS \ \ // // / TO THE DEADMEN AND BACK FILL TO TOP OF TANKS/\\/\\ IMMEDIATELY AFTER TANK PLACEMENT, THEN CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK BALLAST \ & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE '////// ' CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY \\ \\\ \\\ AFTER FINAL BACK FILL AND CONCRETE COVER IS IN PLACE. ' ///\ INSTALL FILTER FABRIC \/\//% / AT BOTTOM OF TANK \ \\ \\ HOLE (TYP.) \ / f•;;, ...° • 8 ': :'« : : ', • :•a l•':: ' °•« ..****•° °' '`i.....: : • ': ° .I¢p ' ' J...: :¢•••.°: •\</. •;/•,/.'::•:.•: NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS. NOTE: SIEVE ANALYSIS OF PEAGRAVEL IS REQUIRED. NOTE: IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR TANK INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUN-OFF INTO TANK PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK BALLAST & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL BACK FILL AND CONCRETE COVER IS IN PLACE. NOTE: DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND LOWERED INTO EXCAVATION. NOTE: FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR ALL INSTALLATIONS. FABRIC MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. IN WET HOLE INSTALLATIONS FABRIC MUST EXTEND 1' ABOVE MAX. HIGH WATER TABLE. A SEE CIVIL SHEETS FOR ADJOINING CONDITIONS APPROXIMATE DEPTH 16' g 1'3-2 EXTEND CONTINUOUS —�(\ FILTER FABRIC TO SLAB /\/�� COMPACTED SOIL j /\ PEA GRAVEL BEDDING AND BACKFILL TYPICAL TO SUB GRADE SURFACE (BOTTOM OF CONCRETE) j\�\\j CONC. DEADMEN 18"x12" (TYP. OF 2) SHORE TANK EXCAVATION PER PROJECT SOILS REPORT, OSHA SOILS CLASSIFICATION AND TANK MANUFACTURER INSTALLATION INSTRUCTIONS OR PER CIVIL DRAWINGS. ALL SHORING TO BE ENGINEERED AND PERMITTED UNDER SEPARATE PERMIT BY CONTRACTOR. REFER TO ARTICLE 13200B OF PROJECT MANUAL. t 18" WIDE X 2" TALL CONCRETE CROWN MIN. (TYP.) 7- REINFORCED CONCRETE SLAB SEE STRUCTURAL DRAWING FOR SPECIFICATIONS 1 2'-0" i� n. it ii •; o 13-imoironetro, P,i. :a 4 I lie•iii •r 'Pe.,• : Vii�.�0•1��Cet;om.off a ir*" , C / 1. = 20,000 GALLON DOUBLE WALL FIBERGLASS TANK UL 1316 LISTED AND METHANOL COMPATIBLE. 10'-6" O.D. INSTALL FILTER FABRIC AT TANK HOLE (TYP.) COMPACTED SOIL , FOURTH LIFT OF PEA GRAVEL, FILL TO TOP OF TAN K THIRD LIFT OF PEA GRAVEL, TAMP GRAVEL BENEATH TANK 0„—SECOND LIFT OF PEA GRAVEL, TAMP GRAVEL BENEATH TANK 1 '-0"— FIRST LIFT OF PEA GRAVEL TAMP GRAVEL BENEATH TANK \\ /\ \/\/� T3-3 SEE CIVIL SHEETS FOR ADJOINING CONDITIONS INSTALL FILTER FABRIC AT BOTTOM & SIDES OF TANK HOLE (TYP.) 1' TAMPED GRAVEL BED SHORE TANK EXCAVATION PER PROJECT SOILS REPORT, OSHA SOILS CLASSIFICATION AND TANK MANUFACTURER INSTALLATION INSTRUCTIONS OR PER CIVIL DRAWINGS. ALL SHORING TO BE ENGINEERED AND PERMITTED UNDER SEPARATE PERMIT BY CONTRACTOR. REFER TO ARTICLE 13200B OF PROJECT MANUAL. 18" WIDE X 2” TALL CONCRETE CROWN MIN. (TYP.) REINFORCED CONCRETE SLAB SEE STRUCTURAL DRAWING FOR SPECIFICATIONS EXTEND CONTINUOUS FILTER FABRIC TO SLAB BACKFILL /\ COMPACTED SOIL w W m< PEA GRAVEL BEDDING x AND BACKFILL TYPICAL TO SUB GRADE SURFACE j Q (BOTTOM OF CONCRETE) CONC. DEADMEN 12"x12" (TYP. OF 2) T3-3 Tank Burial (Shored Hole Method) T3-2 SCALE: 3/8"=1'-0" SHORE TANK EXCAVATION PER OSHA REQUIREMENTS AND TANK MANUFACTURER INSTALLATION INSTRUCTIONS. REFER TO PROJECT SOILS REPORT AND CIVIL DRAWINGS FOR ANY ADDITIONAL RECOMMENDATIONS. ALL SHORING IF REQUIRED TO BE ENGINEERED AND PERMITTED UNDER SEPARATE PERMIT BY CONTRACTOR. REFER TO ARTICLE 13200B OF PROJECT MANUAL. SEE CIVIL SHEETS FOR ADJOINING CONDITIONS \//s\// // / �� 1,_0,xSECOND LIFT OF PEA GRAVEL, 2'-5" INSTALL FILTER FABRIC AT TANK HOLE (TYP.) COMPACTED SOIL THIRD LIFT GRAVEL, FILL TO TOP OF TANK ,, TAMP GRAVEL BENEATH TANK \///�j 1'-0"— FIRST LIFT OF PEA GRAVEL / TAMP GRAVEL BENEATH TANK 1'7,1,0”— TAMPED GRAVEL BED L NSTALL FILTER FABRIC AT BOTTOM & SIDES OF TANK HOLE (TYP.) 1,500 GALLON DOUBLE WALL FIBERGLASS TANK UL 1316 LISTED AND METHANOL COMPATIBLE. 4'-3" O.D. EXISTING VENT RAIN CAP EXISTING 1 /4" TEST PORT 6' TO 8' ABOVE FINISH GRADE NEW GALV. UNI -STRUT SUPPORT BRACKET OR EQUAL. PAINT WHITE EXISTING 2"0 DIA. BLACK STEEL VENT PIPE, PRIME & PAINT WHITE (TYP.) NEW VENT RAIN CAP NEW 10' LONG, 3" SQ. TUBE POST PAINT WHITE NEW FIBERGLASS 3" OVER 2" FRP VENT PIPING (SLOPE TO TANK AT 1/4" PER FOOT) ELEVATION GRADE NEW 15"0x4' CONC. POST FOOTING e Modify Existing Vent Stack Detail T37V NOT TO SCALE 18" WIDE X 2" TALL CONCRETE CROWN MIN. (TYP.) 20 MIL. WRAP TO 12" ABOVE GRADE 4"x2" REDUCER DONUT 2" BLACK STEEL RISER (PAINT WHITE) NYLON BAND CLAMP GRADE 2" BLACK STEEL COUPLING 2" BELL X MALE NPT FRP FITTING FIBERGLASS 2" "PRIMARY" 90° ELBOW FIBERGLASS 3" "SECONDARY" 90° ELBOW SECTION 2"x18" MALE SWIVEL X FEMALE NPT FLEX CONNECTOR 4"x36" FLEX BOOT 4"x3" REDUCER DONUT W/ NYLON BAND CLAMP -�•- TO TANKS FIBERGLASS 3" OVER 2" FRP VENT LINES (TYP.) w w (D N 0 0 mT 0 0 z 0) J W 0 z CC 0 Z 0 T 0 Z —J Q m z EQ-- .ice.. UNDERGROUND DETECTABLE TAPE HARRIS INDUSTRIES INC. MODEL #DU -03 OR EQUIVALENT. INSTALL 6" TO 12' BELOW SURFACE NOTE: ALL VENT PIPING TO SLOPE TO TANKS AT 1/4" PER FOOT (1/8" PER FOOT MINIMUM). PAVING VARIES CONCRETE z z_ \//\//�//\�\>\/.7,7"/ co J J U Q 00 3- z MIN. DEPTH OF TRENCH IS 19" UNDISTURBED SOIL OR COMPACT TO 95% FIBERGLASS 3" OVER 2" VENT LINE (TYP.) NOTE: MINIMUM PIPING BURIAL DEPTHS SHOWN ARE IN ACCORDANCE WITH SECTION 3.5.5.2 OF NFPA 30. Fiberglass Piping NOTE: THE ABOVE DETAILS REPRESENT MINIMUM DESIGN AND INSTALLATION REQUIREMENTS. Typical Piping Trenching Burial Details T3-2 NOT TO SCALE APPROXIMATE DEPTH w COMPACTED SOIL EXTEND -/ CONTINUOUS FILTER FABRIC TO SLAB 2'-0" MIN. 1,500 GALLON DOUBLE WALL FIBERGLASS TANK 401101. UL 1316 LISTED AND 'i 01101 METHANOL COMPATIBLE. 10g1**. 4,-3„ O.D. '. /.g. / /ice% ..%.-I.-ex.—..-��.4.w for,,w% �%..J0iw/-.�%2fIwI s./iii% �% j/yto /t1 /t' /t' /. Otglt. / • 1. /#• 4#111#11 tt /t' /IT itt 0 /a ' / / ' / . 1 / ' * ��! �/• Lt 99. • /• j -ft ��• `I. O. 9• `0 l• '�• O• 'I• ,#• p• v •• < \/\/\/\/V\/\/ \/\/\/\/\/\/ \/\ \ \ \/\/\ \ \ �\ \ \\ \ \ 0 /� //, //, i.//X /\ \ \\\\\A /\\/X /��%\/j�\/j�\/j\� • \\j\\jj\\jj\ BACKFILL BEDDING AND BACKFILL TYPICAL TO SUB GRADE SURFACE UNDISTURBED SOIL 3-0" TYP. 20,000 GALLON DOUBLE WALL FIBERGLASS TANK UL 1316 LISTED AND METHANOL COMPATIBLE. 10'-6" O.D. NOTE: IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR TANK INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUN-OFF INTO TANK PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK BALLAST & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL BACK FILL AND CONCRETE COVER IS IN PLACE. ** FOR WET -HOLE INSTALLATION, THE TANK BACKFILL BEDDING SHALL BE INCREASED FROM 12" TO 18". SEE MANUFACTURER INSTALLATION INSTRUCTIONS FOR ADDITIONAL CLARIFICATION. UNDISTURBED SOIL NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS. OSHA TYPE "C" SIMPLE SLOPE SHOWN IN THIS VIEW Tank Burial (Shored Hole Method) SCALE: 3/8"=1'-0" NOTE: FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED AT BOTTOM AND SIDES OF TANK HOLE EXCAVATIONS, FOR ALL INSTALLATIONS. FABRIC MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. NOTE: DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND LOWERED INTO EXCAVATION. NOTE: BACKFILL MEDIA SHALL CONSIST OF CLEAN NATURALLY -ROUNDED AGGREGATE WITH PARTICLE SIZES NO LARGER THAN 3/4" WITH NO MORE THAN 5% PASSING A #8 SIEVE OR WASHED CRUSHED STONE OR GRAVEL, WITH ANGULAR PARTICLE SIZES NO LARGER THAN 1/2" WITH NO MORE THAN 5% PASSING A #8 SIEVE. REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. SIEVE ANALYSIS OF BACKFILL IS REQUIRED. SUBMIT TO ARCHITECT & PROVIDE TO FACILITY INSTALLATION OVERSIGHT AGENT AT TANK SET. NOTE: DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND LOWERED INTO EXCAVATION. NOTE: FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR ALL INSTALLATIONS. FABRIC MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. IN WET HOLE INSTALLATIONS FABRIC MUST EXTEND 1' ABOVE MAX. HIGH WATER TABLE. O LL MASTER RELEASE h J Q 0 cs) c0 J T to OCIQ =W OJ`4 0 S CO 0) <4 U 0 0 0 N 0 2 z 0 0 0 z 0 CO v 0 0 0 0 L 0 0 Date 12/02/14 N re) 0 00 rn z w N N N 00 1 1 N 251-8782 FAX (' U z—> z0 zw � J z 2 z C7 O z wz C W U (1)) Job Number 0000 00 CV M 0 N E 0 N 1- 0 co 00 0 N 0 0. w 0 N 0 0 0 0 0 U N E 0 CO CO 0 0 0 0 1 41.5' 4' DIA. SUMP O 7" CONCRETE SLAB AT 87.6 LB/CF TANK 10.5' DIA. 9,900 LBS 4MIN. BURY DEPT. ®1.5' GRAVEL COLUMN 1' X 1.5' X 38.5' DEADMAN 13'-6" 12" TOTAL HOLD DOWN: 255,502 LBS - 1.48 SAFETY FACTOR TOTAL TANK UPLIFT: 172,692 LBS BUOYANCY CALCULATION, 20,000 GAL. TANK CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: "CONTAINMENT SOLUTIONS" TANK WITH SPHERICAL ENDS, (10' NOMINAL) TANK LENGTH: 37' 5-1/2" TANK DIAMETER 10'-6" TRY 38'-6" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH EMPTY TANK UPLIFT = 19,947 GAL - 2667 CU FT 7.48 GAL./CF 2667 CU FT X 62.4 LBS/CF = 166,421 LBS (DISPLACED WATER) TANK SUMP UPLIFT = (2) X 3.14 X 2,2X 4' = 100.5 CU FT 100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER) TOTAL TANK UPLIFT = 166,421 LBS + 6,271 LBS = 172,692 LBS f HOLD DOWN CALCULATION 0 TANK SLAB: .58' X 13.5' X 41.5' = 325 CU FT 325 CU FT X 87.6 LBS/CU FT = 28,470 LBS 2� CUBED BACKFILL ABOVE TANK: 4' X 10.5' X 37.5' = 1,575 CU FT - 100.5 CU FT = 1474.5 CU FT 1474.5 CU FT X 57.6 LBS/ CU FT = 84,931 LBS 30 CURVED BACKFILL ABOVE TANK: 3.14 X 5.25,2X 37.5' = 3,245.5 CU FT 10.5' X 10.5' X 37.5' = 4134.4 CU FT 4134.4 CU FT - 3,245.5 CU FT = 888.9 CU FT _ 444.5 CU FT 2 444.5 CU FT X 57.6 LBS/ CU FT = 25,603 LBS ® GRAVEL COLUMN ABOVE DEADMEN: 1.5' X 14.5' X 38.5' X 2= 1,675 CU FT 1,675 CU FT X 57.6 LBS/ CU FT = 96,480 LBS ® CONCRETE DEADMEN: 1' X 1.5' X 38.5' = 5 7.7 5 CU FT 57.75 CU FT X 87.6 LBS/ CU FT X (2) = 10,118 LBS ® DRY WEIGHT TO TANK: 9,900 LBS TOTAL HOLD DOWN: 255,502 LBS ABuoyancy Calculation 20,000 Gallon Tank T3-3/ NOT TO SCALE ,\ /\�/\ \\ as �18x12" \,�!A!!A!AA\\ AA!A\\ 1� x12 SIDE OF EXCAVATION. 1/4"x3" STRAP WITH GUIDES BY TANK MFG. TO TANK AT ALL DESIGNED LOCATIONS. 1/2" GALVANIZED STEEL STRANDED CABLE. #4 REBAR AT EACH CORNER w/ #3 TIES AT 16" 0.C. HOLD REBAR 1.5" CLEAR OF FORMED SURFACES. B' T3-3 21' ®7" CONCRETE SLAB AT 87.6 LB/CF 6'-6" 12" 4' MIN. COVER DEPTH ®1.0' GRAVEL COLUMN 1.0' X 1.0' X 16.0' DEADMAN BUOYANCY CALCULATIONS CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: TANK WITH SPHERICAL ENDS, 4.0' 0.A. DIAM. (4' NOMINAL) TANK LENGTH: 16'-11" TANK DIAMETER 4'-0" TRY 16'-0" DEADMAN, EACH SIDE, 12" WIDE X 12" HIGH EMPTY TANK UPLIFT = 1,500 GAL = 201 CU FT 7.48 GAL./CF 201 CU FT X 62.4 LBS/CF = 12,513 LBS (DISPLACED WATER) TANK SUMP UPLIFT = 3.14 X 1.75'2 X 4' = 38.5 CU FT 38.5 CF X 62.4 LBS/CU FT = 2,401 LBS (DISPLACED WATER) TOTAL TANK UPLIFT = 12,513 LBS + 2,401 LBS = 14,914 LBS HOLD DOWN CALCULATION 0 TANK SLAB: .58' X 6.5' X 21' = 79.2 CU FT 79.2 CU FT X 87.6 LBS/CU FT = 6,935 LBS 20 CUBED BACKFILL ABOVE TANK: 4.0' X 4.0' X 21' = 336 CU FT - 38.5 CU FT = 297.5 CF 297.5 CU FT X 57.6 LBS/ CU FT = 17,136 LBS 30 CURVED BACKFILL ABOVE TANK: 3.14 X 2.0'2X 16.9' = 212.6 CU FT 4.0' X 4.0' X 16.9' = 270.7 CU FT 270.7 CU FT - 212.6 CU FT = 58.1 CU FT 2 29.0 CU FT X 57.6 LBS/ CU FT = 1,673 LBS ® GRAVEL COLUMN ABOVE DEADMEN: 1.0' X 16.0' X 9.25' X 2= 296.0 CU FT 296.0 CU FT X 57.6 LBS/ CU FT = 17,050 LBS ® CONCRETE DEADMEN: 1.0' X 1.0' X 16.0' = 16.0 CU FT 16.0 CU FT X 87.6 LBS/ CU FT X (2) = 2,803 LBS © DRY WEIGHT OF TANK: 1,150 LBS - 29.0 CU FT TOTAL HOLD DOWN: 58,753 LBS TOTAL HOLD DOWN: 46,747 LBS = 3.13 SAFETY FACTOR TOTAL TANK UPLIFT: 14,914 LBS Buoyancy Calculation 1,500 Gallon Tank NOT TO SCALE Tank Hold Down Details 10' Diameter Tanks T3-3/ NOT TO SCALE 12"x12" cc Not Used T3`31 �_, NOT TO SCALE SCALE 1/4"x3" STRAP WITH GUIDES BY TANK MFG. TO TANK AT ALL DESIGNED LOCATIONS. 1/2" GALVANIZED STEEL STRANDED CABLE. PROVIDED BY G.C. CONCRETE DEADMEN PROVIDED BY G.C. 3/4" GALV. JAW AND EYE TURNBUCKLE. TURNBUCKLE LOCATIONS ON EACH TANK TO ALTERNATE BETWEEN SIDES OF TANK - TURNBUCKLES PROVIDED BY G.C. 12*x12n NOTE: ALL EXPOSED GALVANIZED STEEL MATERIALS SHALL BE PROPERLY PROTECTED AGAINST CORROSION WITH COATING OF BITUMINOUS MATERIAL ONCE INSTALLED. AdditiveTank Hold Down Details T3-3 NOT TO SCALE 12" MANHOLE 6" CLEARANCE BETWEEN CAP AND GRADE TANK EXCAVATION OBSERVATION PORT (2). INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. Jr 1'- 6" PVC COUPLER 6" SLOTTED PVC PIPE END OF TANK PORT CAP/PLUG SOLID PVC PIPING PVC CAP 6" OBSERVATION PORT DEPTH SHALL BE 24" BELOW TANK. DO NOT PENETRATE SOIL. DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER COUPLINGS OR FITTINGS. T3-.3) Observation Port Detail T3-�T3-� NOT TO SCALE NOT TO SCALE PERMIT RELEASE Pzi 0 4) 4) 0 0 z 0 0 0 t1) J 1- LU 0 J Li.! 0 � °acuLs z o� 0 toC. <0 -§- co z N'°° <C 4gC O C� = g'zi. I- 8Q f- U� 0 0 0 LL MASTER RELE 0 U z 0 U z 0 0 m v 10 0 CC 0 p' 3 0 0 V) v 2 0 0 N 0 0 18215 72ND AVENUE SOUTH CN N N 17,CN 251-8782 FAX C� o z� zw � J z gw Lg z O z w (.5 z w w z 5 z w J 0 (. z N Job Number 0 00 0o a) N X N CI Q 0 File:P:\07000s\7880\mechanical\tanks\2014 Expansion\7880 T3-3.dwg 2" D.W. FLEXIBLE PRODUCT LINE INSIDE 4" ACCESS PIPE (TYP.) EXPLOSION PROOF JUNCTION BOX (SEE NOTE #5) 2 H.P. TURBINE PUMP W/ .1 GPH PLLD 4" X 2"RIGID ENTRY FITTING (TYP.) SUMP SENSOR IN HOLDER (SEE NOTE #3) 22" MANWAY 3/8" COPPER TUBING 1" CONDUIT ENTRY FITTING (TYP. OF 2) SUMP FLAME /63> ARRESTOR 48" 8 -SIDED FIBERGLASS CONTAINMENT SUMP C3(2) EXPLOSION PROOF JUNCTION BOX (SEE NOTE #5) RIGID CONDUIT 2N,, SEE NOTE #5) NOTE: G.C. TO SUPPLY BRASS TAG ON TURBINE TO INDICATE TURBINE "A" SERVES EXIT SIDE OF CANOPY (TSump Plan View 2OK Diesel Tank #5 4-� SCALE: 1"=1'-0" TANK LEVEL PROBE 48"DIA TRIM TO SUIT -O CONTRACTOR TO INSTALL FIBER MESH WRAP AT JOINTS ON INTERIOR AND EXTERIOR OF SUMP /1-1\ JOINT DETAILS 0 CONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS. ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH 15% METHANOL AND 10% ETHANOL. FIBERGLASS AND RESIN MUST EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. SLIP ON ROUND RISER BODY / / CENTER JOINT DETAIL FIELD SEALED JOINT. ADHESIVE (SUPPLIED IN/ KIT) SEE NOTE BELOW FLAT SIDED RISER BODY FIELD SEALED JOINT. ADHESIVE (SUPPLIED W/ KIT) SEE NOTE BELOW FLAT SIDED RISER BODY COLLAR BONDED TO TANK i l BOTTOM JOINT DETAIL *NOTE: CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & PREPARATION PER MANUFACTURERS INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. TESTING OF SUMP SHALL BE PERFORMED AFTER REDUCER IS INSTALLED. v Turbine Sump Installation Detail q4-1 SCALE: 1"=1'-0" SUMP 3"0 x 12" LONG FIBERGLASS PIPE BONDED TO SUMP INNER WALL USING GASOLINE COMPATIBLE EPDXY RESIN. CONTRACTOR TO INSTALL GALVANIZED METAL OR FIBERGLASS SPACER TO ALLOW FIBERGLASS PIPE TO CLEAR SUMP COLLAR "LIP". CONTRACTOR TO USE GASOLINE -COMPATIBLE EPDXY TO BOND SPACER TO SUMP. CONTRACTOR MAY USE UNISTRUT, FIBERGLASS PIPE, OR ANY OTHER EQUIVALENT MATERIAL THAT CAN WITHSTAND ENVIRONMENT OF SUMP TO SECURE THE SUMP SENSOR SO THAT IT CAN BE REMOVED FOR INSPECTION AND RESECURED WITHIN THE SUMP 2 WIRE SHIELDED CABLE SUMP SENSOR IN HOLDER 3t (SEE NOTE #3) APEX OF FIBERGLASS TANK (cf Sensor Holder Detail `4-% SCALE: 1"=1'-0" PERM 0 TANK 11) 2" CROWN SEE NOTE #4 18" TYP. MIN. TURBINE ACCESS MANHOLE 3" MIN. CLEARANCE (TYP.) 6"-12" CLEARANCE (TYP.) 2 HP VARIABLE SPEED TURBINE IN/ .1 GPH PLLD (TYP.) 2" BALL VALVE (TYP. OF 2) EXPLOSION PROOF J -BOX (SEE NOTE #5) SUMP SENSOR IN HOLDER (SEE NOTE #3) PRODUCT LINE TRACER TAPE (6" MIN. 12" MAX.) TANK LEVEL PROBE EXPLOSION PROOF ELECTRICAL JUNTION BOX & SEAL -OFF, 6" ABOVE HIGHEST PENETRATION (TYP. SEE NOTE #5) CONTRACTOR SUPPLIED UNISTRUT & CLAMPS FOR CONDUIT SUPPORT. ATTACH TO RISER WITH U -BOLT CLAMP. (TYP. l ALL CONDUITS) SUMP FLAME ARRESTOR 1" CONDUIT ENTRY FITTING (TYP. OF 2) 48" 8 -SIDED FIBERGLASS/ CONTAINMENT SUMP % TANK TOP B TURBINE EXTENDS TO WITHIN 6" OF BOTTOM OF TANK 1" RIGID CONDUIT (SEE NOTE #5) NOTE: TANK LEVEL PROBE SHALL BE LOCATED ON TANK CENTERLINE. Sump Section View e 2OK Diesel Tank #5 T4-1 SCALE: 1"=1'-0" 48"DIA FILL SIDE SUMP / 5 REDUCER \ 32" ACCESS OPENING SLIP ON ROUND RISER BODY 0 CONTRACTOR TO INSTALL FIBER MESH WRAP AT JOINTS ON INTERIOR AND EXTERIOR OF SUMP FIELD SEALED JOINT. ADHESIVE (SUPPLIED W/ KIT) SEE NOTE BELOW 4 FLAT SIDED RISER BODY CENTER JOINT DETAIL FIELD SEALED JOINT. ADHESIVE (SUPPLIED W/ KIT) SEE NOTE BELOW CONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS. ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH 15% METHANOL AND 10% ETHANOL. FIBERGLASS AND RESIN MUST EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. A1\ FLAT SIDED RISER BODY iICOLLAR BONDED TO TANK BOTTOM JOINT DETAIL *NOTE: CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & PREPARATION PER MANUFACTURERS INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. TESTING OF SUMP SHALL BE PERFORMED AFTER REDUCER IS INSTALLED. (E\ Fill Sump Installation Detail 4-) SCALE: 1"= -0" COMPLIANCE NOTES ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS CONSTRUCTION PM OR MG2 PM FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. 3, GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 4, AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS. 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. THE UNDERGROUND STORAGE TANK AND PIPING SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 6. 7. 8. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. 0. TANK AND PIPINC SYSTEM TO DE INSPECTED BY OWNER'S FUEL FACILITY INSTALLATION OVERSIGHT AGENT & GOVERNING AGENCY AT FOUR (4) SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS): A. PRIMARY AND SECONDARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. B. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. D. 30 -DAY POST CONSTRUCTION INSPECTION (G.C. AND FUEL FACILITY INSTALLATION OVERSIGHT AGENT ONLY) 10. NEW AND MODIFIED UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO TOP OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND SUBMIT TO OWNER, CONSTRUCTION PM AND MG2 PM. TESTING SHALL BE WITNESSED BY 3RD PARTY. 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. 12. STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER SUMPS. 13. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 14. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). 15. CONTRACTOR AND OWNERS REGULATORY COMPLIANCE AGENT TO ASSURE THAT ALL TESTING IS PERFORMED IN ACCORDANCE WITH SECTION 11149 OF THE PROJECT SPECIFICATIONS. LL 4 � d p tl,)>00 Jcc0) 013 g. =W O -14:( ch O O (cNot TUsed 4-� SCALE: NONE Not Used T4-1 SCALE: NONE Sheet Notes - PIPE & CONDUIT PENETRATIONS: ALL PENETRATIONS OF THE TANK SUMPS SHALL BE SEALED WITH FRP BONDED DOUBLE BULKHEAD FITTINGS TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. 2. - PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE CONTAINMENT TERMINATION FITTING IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY PIPING TO THE SUMP MONITOR PROBE. 3. - SUMP SENSORS: TURBINE SUMPS SHALL BE EQUIPPED WITH MAGNOSTRICTIVE DISCRIMINATING LEVEL INDICATING SENSORS LISTED AND APPROVED PER LG -113. WATER ALERT ONLY ACTIVATED AT 2" WITH 72 HOUR MAINTENANCE WINDOW BEFORE POSITIVE SHUTDOWN. IMMEDIATE POSITIVE SHUTDOWN UPON ANY GASOLINE OR WATER LEVEL AT OR ABOVE 5". SENSOR TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE. SENSORS ARE INSTALLED AT THE BOTTOM OF THE SUMP. ALL TANK SUMP SENSORS ARE POSITION SENSITIVE AND PROVIDE POSITIVE SHUTDOWN IF SENSOR IS MOVED OFF THE BOTTOM OF THE SUMP. SEE DETAIL P ON SHEET T-5. 4. - MANHOLE CROWNS & TANK SLAB DEPTH AT SUMP: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 2" X 18" RUN CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. TANK SLAB SHALL BE THICKENED AT TANK SUMP TO BE JUST BELOW TOP OF TANK SUMP SECONDARY CONTAINMENT TERMINATION. 5. - U.G. CONDUIT: ALL U.G. CONDUIT TO TANK SUMPS SHALL BE ROBROY RIGID STEEL PVC COATED SCHEDULE 40 (NO SUBSTITUTIONS). CONDUIT MINIMUM BURY DEPTH IS 24" PER CODE. ALL JUNCTION BOXES SHALL BE CLASS 1 DIV. 2 RATED. ALL ELECTRICAL CONDUIT IN SUMPS SHALL INCLUDE A SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS SHALL BE INSTALLED 6" MIN. ABOVE HIGHEST PENETRATION IN SUMP. 6. - ALLEABLE IRON FITTINGS: CONTRACTOR TO PROVIDE ALL MISCELLANEOUS NPT FITTINGS AND NIPPLES FOR CONNECTIONS TO TURBINES, SIPHON SYSTEM AND VAPOR RECOVERY SYSTEM. TAPE -WRAP ALL STEEL PIPE AND RISERS WITHIN SUMP PER COSTCO SPECS. ALL MALLEABLE IRON FITTINGS SHALL BE MANUFACTURED BY "ANVIL" OR EQUAL SPECIFICATIONS AS FOLLOWS: M.I. FITTINGS (TEES, ELBOWS) CLASS 150/PN 20 M.I. UNIONS CLASS 150/PN 20 STEEL PIPE NIPPLES CLASS 150/PN 20 STEEL PIPE CLASS 150/PN 20 SCHEDULE 40 DIMENSIONS MATERIAL THREAD ASME B16.3 ASTM A-197 ASME B.1 20.1 ASME B16.39 ASTM A733 N/A ASTM A-197 ASTM A-53 (F OR E) ASTM A-53 (F OR E) ASME B.1 20.1 ASME B.1 20.1 PRESSURE RATING ASME B16.3 ASME B16.3 ASME B16.3 ASME B.1 20.1 ASME B16.3 -606 z 8< U z L. 0) Au 2 0 V a> 0 2 0 w z w z N N LC) N CO 25 w 0 U z j ZtX zw z :w z> rxz ww z• E: -.6W -_ > U(=!) 00 I© 2/15/2014 2:40 PM N E a v 0 3 :\07000s\7880\mechanical\tanks\2014 Expansion\7880 T4— r 1 x N W a 0 0 0 0 (n N N 0 N E a) 0 0 0' 1- 0 e0 0 u, 0 w 0 0 0 0 0 0 V E ) 70 1" CONDUIT TO EXPLOSION PROOF TURBINE SUMP/.77\;..6 4"X4"X2" EXTRACTOR FITTING 22 16" Revision Title: TANK FILL SUMPS AND PIPING INSTALLATION DETAILS 400 COSTCO DRIVE TUKWILA, WA 91406 COSTCO GASOLINE FACILITY #006 8"8" SUMP 22" MANWAY LEVEL GAUGE LOCATION i ® SUMP FLAME 115 2" BELL x MALE THREADED ADAPTER (TYP.) 3" OVER 2" (42") DIA SINGLE WALL FIBERGLAS POLYSIDED CONTAINMENT SUMP i ARRESTOR FRP PIPING (TYP.) 110 116 30 a JUNCTION BOX (SEE NOTE BELOW) 1" RIGID CONDUIT 3" BONDED FITTING TYP. (31)SUMP SENSOR (SEE NOTE #3) 0 43 2"x18" FLEX CONNECTOR 3/4 H.P. TURBINE PUMP W/ 11 LPH. ®i J -BOX (TYP.) (3 GPH) MECHANICAL LEAK DETECTOR 0i FITTING (TYP.) 3/4" FRP BONDED ENTRY 3/4" FRP BONDED ENTRY■.'I► ; FITTING (TYP.) IPIF/f/\\ O ,AP' ` ` #6 SOLID BARE COPPER WIRE TO GROUND ROD 3/4" CONDUIT. . MALE SWIVEL FEMALE NPT ER x 30 (SEE NOTE BELOW) ° 'rJ 22 4x4 x2 EXTRACTOR TEE FITTING 1"ENTRY & BALL FLOAT VALVE : , ; o I ` FITTING ' y ,, r.:. + ; e . . ``' 63 SUMP FLAME ARRESTOR TURBINE POWER FROM CONTROLLER _ ' , Wilt °0 a - I, i- c, !;' « <<:, ..,:,, , , 3/4" DIAMETER GROUND CLAMP SEE . IIII 111111.1 nil li ' _ IIiIII11;1111111 , - 11mo - 0 ,® ENCLOSURE r7 00 GROUND CLAMP DETAIL TANK \ ---- ' : _ •- . , ik Fy 1 I • J- _ r 11_ J ® , ,, i%ss%' 0 TO SUMP "' SENSOR J ../. t d `: o ■IIIn I Jt F r l.I ,.. ..- O dun fl11111:111ill■ fl ■^n o - o«<S'< "x18" ® T 8 =- ..,..x. aft.- :`w f / I .., w, . G 3 4" CONDUIT. FLOW METER ;'' MALE SWIVEL x FEMALE SIGNAL TO CONTROLLER ®2 ENCLOSURE (SHOWN HERE FOR CLARITY ) U . > r` \: ` ' %/S• n NPT FLEX CONNECTOR (TYP.) • o0'1".'=e % ..: • SINGLE FLOAT3/4" BRINE HYDROSTATIC B `- '" .,i.• f. •,, — ; . ''., '• °s:1/4_6. p © ADAPTOR AND FILTER © © ! ® •`jr INSTALL NEW 4"X 1" 3366 ` ' FLOW METER LOCATION. 1 ,.,;i ®DOUBLE TAP BUSHING , HYDROSTATIC SENSOR 8c RISER PIPE CAP RESERVOIR 4" DIA. SCH. 40 35 l ` ". \ ;i' ' 3" FRP BONDED FITTING © © +, !C,•• ( ; • (TYP.) PVC PIPE \ / U.G. CONDUIT: ALL U.G. CONDUIT TO TANK SUMPS SHALL BE ROBROY RIGID STEEL PVC COATED SCHEDULE 40 (NO SUBSTITUTIONS). CONDUIT MINIMUM BURY DEPTH IS 24" PER CODE. ALL JUNCTION BOXES SHALL BE CLASS 1- DIV. 2 RATED. ALL ELECTRICAL CONDUIT IN SUMPS SHALL INCLUDE A SEAL OFF ENTERING AND LEAVING. SEAL -OFFS SHALL BE INSTALLED 6" MIN. ABOVE HIGHEST PENETRATION IN SUMP. c Hydrostatic Reservoir Plan view(TypicaI 4"FILL TUBE OPENING ® %i. !%' ® ADDITIVE PIPE1/8" SLOPE DOWN TO ADDITIVE TANK PER FT. MIN. • o • 2" INSIDE 3" D.W. FRP °O ®VENT 2"90° ELBOWS THREADED 150# T5-1 CONNECTION AND SOLENOID CONDUITS. 3/4" FLEXIBLE DOUBLE WALL COAXIAL ;rt, ADDITIVE PRODUCT PIPING WITHIN 4" ACCESS DUCT (TYP. 3 RUNS) 02" BELL X LINE `' • MALE ADAPTER o Dote 1 M.I., BLACK (TYP.) 3/4" FLEXIBLE DOUBLE WALL COAXIAL ADDITIVE PRODUCT PIPING WITHIN 4" 4" PENETRATION BOOT (TYP. 3) 0 CONTRACTOR SUPPLIED CLAMPS FOR MANIFOLD UNISTRUT & SUPPORT a 4"X3/4" FLEXIBLE RUBBER 78 134 ACCESS DUCT (TYP.) 4"X3/4" FLEXIBLE RUBBER REDUCER W/ "3/4" BLACK. TEES, ELBOWS, PIPE NIPPLES, MASTER RELEASE For: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PLUG (TYP. 3) mw SUMP LIQUID UNIONS MONITORING REDUCER W/PLUG TIP. (} 4" PENETRATION BOOT (TYP.) 797-,A,TANK SLOPE PIPING DOWN TO ADDITIVE iAFill Sump and Hydrostatic Reservoir 1/8" PER FT. MIN. Plan view (Diesel Tank) NOTE: THE SUMPS LAYOUT CONFIGURATION SHOWN IS TYPICAL. VENT CONNECTIONS WITHIN SUMP BASED ON SITE CONDITIONS AND LEVEL GAUGE MUST REMAIN ON THE CENTRELINE OF Tank Top Detail CONTRACTOR AND ROUTING THE TANK. At Additive SENSOR IN HOLDER MAY ADJUST LAYOUT REQUIRED, LOCATION OF TURBINE AND HOWEVER TURBINE, FILL Turbine/ Fill T5- SCALE: 1"=1'-0" T5-1 SCALE: 1"= 1' -0" T5 -Y SCALE: 1" = 1'-0" 37" DIA. FILL SPILL 1" CAM 4" X 2"BELL REDUCER CONTAINMENT ASSEMBLY 5 GALLON SPILL & GROOVE FITTINGS ®Om WITH REDUCER BOOT W/ 4" X 6" L PIPE NIPPLE 18" TYP. W/ (2) BUCKETS W 5 U.S. (INLINE mm GALLON SPILL CONTAINER. DRAIN ON FILL BUCKET) 2" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX TYP.) INSTALL NEW 4" x 7" LONG NIPPLE IN BUCKET NEW OPW FSA400 RISER ADAPTOR 4" PRODUCT I.D. TAG. ® 14 SWIVEL FILL ADAPTER & CAP (TYP.) ® MAINTAIN 5" MIN. 6" MAX. CLEARANCE POINT FILL - SPILL CONTAINMENT BETWEEN TOP OF CAP AND GRADE. (SEE NOTE #4) „ 4 PRODUCT I.D. TAG. 12 •DUAL MANHOLE W/ (2) 5 GALLON SPILL BUCKETS 10" ABSOLUTE MIN. DISTANCE TO TOP EDGE g 18" TYP. „ 3O DIA. MANHOLE (TYP.) 34 RECESSED FLUSH W/ OF SUMP NECK CONC. (TYP.) MIN' 2" CROWN : : ':!.f ,' _ I::' . c, ::r..i....ii.......i..Am:74 — -. a a--: \-- EE NOTE #6 a ° a/ a a . '" •a sp I a - 2"CROWN f MIN. RECESSED FLUSH W / CONC. TYP. 4 °1" frl "'":- I a a A I '' ` ^ ` , - --amu`; / f• _ • rel . I lu,n 1 '1' +i ir{•--. / je,v ice) r__.tg SEAL-OFF 0(30 w TOP iA. raiir(SEE 30 i ; Q OF NIPPLE TYP. - NOTE ABOVE)o_o let s ■tel WATER TIGHT SUMP SHIELD 4" DIA. PVC PIPE ® , °- (2) 1"& (2) 4"ASSEMBLY TYP. SUMP SHIELD ) w r X111 'N,, • • ::: i: i _. -- TANK GAUGE ADAPTER '- _ °°IF --r.__ I i ' : ;i ::... ;;;..1 .,::: ; PEA GRAVEL BACKFILL AV a- CND CLAMPS W/ . = . ADAPTER RING IS FRICTION -FIT &CAP® X00 • ° ° '''1/4)1.111.1.21:11.7111:: ' ' ' ,, .••,••• ,•e: SCH. 40 1" CONDUIT TO CONTROLLER(3-0) ENCLOSURE (SEE NOTE ABOVE} 9 Q=- 30 --• ;i ! M-,1.x:::471 --- ,,; ''' #6 BARE SOLID i "4=---=ir,. i FIELD -CUT (LENGTH AS NEEDED)' FLOW METER. TO BE INSTALLED AFTER j •1' I t ' l)' HYDROSTATIC TEST. SEE NOTE BELOW. ° ■r,. COUPLER(BY G.C. ) - ' RIGID NIPPLE (BY C.C.) r ■ ■ ' - -A 1 (WRAPPED)-.►., _ 4" BLACK IRON RISERS WRAPPED , r 3 4 H.P. TURBINE PUMP W/11 LPH / '''1'1'"`"I ' 111, #6 COPPER SOLID BARE WIRE 48" DIA. 4 _ ' i_ ,,, 3/4" FRP BONDED ENTRY /_ . :, ... ............... (SEE NOTE 9 . f " SUMP SI /' (3 GPH) MECHANICAL LEAK DETECTOR \Fair:,` ■ 11 lir f FITTING (TYP.) 3/4 CONDUIT. FLOW aM MT1171 1 final p/ y MOUNT FOOT -STEP 64 / a____ 64 MOUNT FOOT -STEP TO RISER ■ = pri , , - r' 3/4"CONDUIT. TO RISER 2) 1st° 004OC 1 METER CONDUIT FROM , lad_"" I 'i■ VEEEDER-ROOT SENSOR (TYP. CONTRACTOR SUPPLIED UNISTRUT & CONTROLLER ENCLOSURE I jjlI_' 1 1, lli j l.:-• -'!11 ." I ,;'l" FROM ANNULAR RISER CAD WELD TO MAIN GROUNDING WIRE.0 CLAMPS FOR CONDUIT SUPPORT. ATTACH TO RISER WITH U -BOLT 3/4"CONDUIT. TURBINE ® l Il `.1 III a7 d. ,, „ i POWER FROM R. h o ( , 2"INSIDE 3"D.W. FRP ENCLOSURE l llvi111 j' ; ' I • VENT LINE ROUTE TO GROUND ROD i CONTROLLER CLAMP. (TYP. @ ALL CONDUITS) A - ■1 . 1 ` 2 x 3/4 ... ... . - -1.r.. 3" FRP BONDED FITTING (TYP.). BRINE HYDROSTATIC.:. "®!■VIII® ■► ` Iii. BusHING a DISCHARGE ® _, l W SEE PLAN VIEW. RESERVOIR .1...._ xoacol'a 0 I 63 SUMP FLAME ARRESTOR (TYP.) MMAIMPARN ® k. I• II UMW SEAL-OFF! (TYP. AT EA. CONDUIT)® - . NI --'' ' 42 POLYGON SUMP BODY FLAT TANK TOP (TIP.) " O MEM EXPLOSION PROOF ELECTRICAL CAD WELD GROUNDING ROUTE TO GROUND TO MAIN WIRE. ROD 1 30 VIM SUMP 6" 30 SEAL -OFF, ABOVE HIGHEST 102 MM BLACK IRON IF PIPE2"x18" (8) PANELS 31 r "" 1 (4") RISER MALE SWIVEL x FEMALE NPT SENSOR ° PENETRATION (TYP. SEE NOTE #7) (WRAPPED) 4x4 x2 EXTRACTORFITTING _ i f S ® FLEX CONNECTOR (TYP.). SEE PLAN VIEW. \ r---\--\ / ___ —/ HYDROSTATIC a Hydrostatic Reservoir \ SENSOR K36> Section view STRAIGHT DROP TUBE. ---- - EXTRACTOR FITTING (TYP.) 22 SUMP LIQUID MONITORING I j CONTRACTOR CONDUIT CLAMP. SUPPLIED UNISTRUT 8c CLAMPS FOR SUPPORT. ATTACH TO RISER WITH U -BOLT (TYP. ® ALL CONDUITS) S S. c ( R( TERMINATE DROP TUBE MIN. ® 4", MAX. 6" ABOVE STRIKER _............. _....-- ®4x4 x2 BALL FLOAT VALVE SET © 95% 16 32 SENSOR IN HOLDER D TUBE SET JF WAs4, % e,, -- -- o 28527 p '`es, to $T E0. <`' FLOW METER NOTE: 19 95 CONTRACTOR SHALL INSTALL THE PLATE (TYP. SEE NOTE #5) B Diesel Fill Sump Installation Detail / CAPACITY (TYP.) NOTE: THE EQUIPMENT DEPICTED AND LISTED ABOVE IS IN ACCORDANCE WITH CARB EXECUTIVE ORDER VR -102 FOR STAGE I ENHANCED VAPOR RECOVERY (EVR) ADDITIVE FLOW METER AFTER , • VEEDER ROOT .4 LPH (.1 GPH)• HYDROSTATIC SUMP TEST IS PERFORMED (DO NOT IMMERSE METER IN WATER). CONTRACTOR TO PROVIDE AND INSTALL TEMPORARY TEST.CAP FAILURE TO DO IN-LINE NSO WILLG d , `J X . INSTALL MAGNOSTRICTIVE PROBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERFILL ALARM AT PANEL SET © 90% CAPACITY. USE (2") FLOAT IN KIT 70NAL EAG\ i T5-1 SCALE: 1"=1'-0" T5-1 SCALE: 1 "=1 '-0" RESULT IN METER DAMAGE, AND WILL `'' ' "'* o _ 0 o < g- Q U• N o Z > Z REQUIRE REPLACEMENT AT Sheet Notes CONTRACTOR'S EXPENSE. _ ,. — iF 24"x1/4" THICK STRIKER PLATE UNDER OPENING BY TANK MANUFACTURER (TYP.) Elevation - Additive Turbine, 45' ANGLE FiII / Vent FIELD CUT BY G.C. Riser (watertight) 1 • - PIPE & CONDUIT PENETRATIONS: ALL PENETRATIONS OF THE TANK SUMPS SHALL BE SEALED WITH DOUBLE BULKHEAD FITTINGS SHALL BE INSTALLED PERPENDICULAR TO SUMP WALL TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. 2 - PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE CONTAINMENT TERMINATION PENETRATION FITTING IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY PIPING TO THE SUMP MONITOR PROBE. 3. - SUMP SENSORS: SENSOR TO BE MOUNTED AT SIDE OF TANK WHERE VENT/VAPOR PIPING PENETRATES INTO THE SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA. MOUNT SENSOR FLUSH TO LOWEST POINT IN SUMP BOTTOM. ALL TANK SUMP SENSORS SHALL BE DISCRIMINATING FOR THE PRESENCE OF HYDROCARBONS. 4• - FILL AND VAPOR CAP HEIGHT TO GRADE: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. -DROP TUBE CRITICAL DIMENSION: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. 6. - MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 2" X 18" RUN CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. 7. U.G. CONDUIT: ALL U.G. CONDUIT TO TANK SUMPS SHALL BE ROBROY RIGID STEEL PVC COATED SCHEDULE 40 (NO SUBSTITUTIONS). CONDUIT MINIMUM BURY DEPTH IS 24" PER CODE. ALL JUNCTION BOXES SHALL BE CLASS 1 DIV. 2 RATED. ALL ELECTRICAL CONDUIT IN SUMPS SHALL INCLUDE A SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS SHALL BE INSTALLED 6" MIN. ABOVE HIGHEST PENETRATION IN SUMP. 8. - FILL & VAPOR RISER GROUNDING: ALL FILL AND VAPOR RISERS SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE. SEE DETAIL E ON SHEET E-4 FOR RISER GROUNDING DETAIL.j 9. - MALLEABLE IRON FITTINGS: PROVIDE ALL MISCELLANEOUS NPT FITTINGS AND NIPPLES FORCONNECTIONSTANK CONTRACTOR TO TO TURBINES, SIPHON SYSTEM AND VAPOR RECOVERY SYSTEM. TAPE -WRAP ALL STEEL PIPE AND RISERS WITHIN SUMP PER COSTCO SPECS. ALL MALLEABLE IRON FITTINGS SHALL BE MANUFACTURED BY "ANVIL" OR EQUAL SPECIFICATIONS AS FOLLOWS: DESCRIPTION DIMENSIONS MATERIAL THREAD PRESSURE RATING 'o _ o L -- m 'o Y o N -6 H AU #41P , 0 18215 72ND AVENUE SOUTH 0 KENT, WA 98032 m ` (425) 251-6222 ® X--- ' ® (425)251-8782 FAX 2 0 CO' CIVIL ENGINEERING, LAND PLANNING, G`TiN *, ' SURVEYING, ENVIRONMENTAL SERVICES G ENG' VT5-Y SCALE: 1" = 1'-0" n+ ELBY CAPPED ELBOW (TYP.) SEAL -OFF & EXPLOSION -PROOF J -BOX 3/4" 3 -WAY BALL . * ® 3/4" SOLENOID VALVE VALVE i ] ®„ 3/4" COUPLER THREAD ADAPTOR FITTING 4" PENETRATION BOOT (TYP.) ■.>,• • - /4" FLEXIBLE DOUBLE WALL COAXIAL ADDITIVE ''''''''=1''" """ 3/4" PIPING AND FITTINGS -• / t ' IjiI -• +..4"X3/4" II PRODUCT PIPING WITHIN 4" ACCESS DUCT(TYP.) FLEXIBLE RUBBER • REDUCER W/ PLUG (TYP.) l' 3/4" THREADED PLUG 3/4" 3 -WAY BALL VALVE 3/4" X 14" FLEXIBLE ID IIIPtIbi_ 11W CONNECTOR l„ii„I` 2 X 3/4" DOUBLE TAP NEW 3/4" "Y" STRAINER BUSHING ®,_,1. 2 NPT TANK BUNG 3/4" CONDUIT (LOOP TO EACH . GASOLINE UST) FITTING ENTRY Izai FI3TTING A—N 1 /I—R A—Tt I /I—N •• 3/4" BLACK IRON PIPING STINGEROTO _,.------TOP _________________________-_____....-- "" (TYP.) WITHIN 6"TO TANK BOTTOM (FIELD CUT TO LENGTH) 3/4" THREADED PLUG CaD sel Sunup Fill Side,M.I. Detail For Additive Automation FITTINGS (TEES, ELBOWS) ASME B16.3 ASTM A-197 ASME B.1 ASME B16.3 CLASS 150/PN 20 20.1 M.I. UNIONS ASME B16.39 ASTM A-197 ASME B.1 ASME B16.3 T5-1 SCALE: 1 " = 1'-0" r 1 x N W a 0 0 0 0 (n N N 0 N E a) 0 0 0' 1- 0 e0 0 u, 0 w 0 0 0 0 0 0 V E ) 70 Date/Time:12/23/2014 9:03 AM File:P:\07000s\7880\mechanical\tanks\2014 Expansion\7880 T6-1.dwg Revision Title: DIESEL DISPENSER INSTALLATION DETAILS 400 COSTCO DRIVE TUKWILA, WA 91406 COSTCO GASOLINE FACILITY #006 EXISTING SMITH FIBERCAST 2' FIBERGLASS VAPOR RETURN LINE INSIDE 3" EXISTING SMITH FIBERCAST 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT NEW OPW FLEXWORKS C-20 133 PRODUCT PIPING FIBERGLASS SECONDARY CONTAINMENTEXISTING NEW OPW FLEXWORKS C-20 134 PRODUCT PIPING & 4" DUCT \c.7) OPW FLEXWORKS DEB -4020 C94> 4 X 2 DUCT c��4" vv1/2" D 000 z_ -' °- °- Q w zPRODUCT w °- SMITH FIBERCAST 2" FIBERGLASS „ VAPOR RETURN LINE INSIDE 3 FIBERGLASS SECONDARY CONTAINMENT EXISTING ENVIRON 1 GEOFLEX-Dw��EXISTING PIPINGz EXISTING ENVIRON w GDP -45001 4" GEODUCT C. 0om>>EXISTING °- (31 QoGDP-45001 w w z °- EXISTING ENVIRON 1 1/2" GEOFLEX-D PRODUCT PIPING ENVIRON 4 GEODUCT w " EXISTING ENVIRON 4x2 C „ 1-- EXISTING ENVIRON 1 EXISTING OPW FLEXWORKS 4 o D DUCT o EXISTING OPW FLEXWORKS DEB -4020 X 2" DUCT °-w c. ��EXISTING J o�oGDP-45001 L� 1/2 GEOFLEX-D / PRODUCT PIPING ENVIRONNEW 4" GEODUCT>, OPW FLEXWORKS THREAD ADAPTOR FITTING SMA -1520 Q w w °-wEXISTING v ENVIRON 4"x2" GEODUCT ENTRY BOOT 76 NEW OPW FLEXWORKS TEST TUBE 760 .-.z .-.z .-.z " " EXISTING ENVIRON 4x2 EXISTING OPW FLEXWORKS THREAD ADAPTOR FITTING SMA -1520 w 4 w GEODUCT ENTRY BOOT EXISTING ENVIRON EDS -4021 NEW OPW FLEXWORKS TEST — - L EXISTING ENVIRON EDS -4021 TUBE (TYP.) GEODUCT ENTRY BOOT T:: = fir% --- EXTENDED DISPENSER SUMP TYP. 1, 11, ►—�►A u __ TYP. N EXTENDED DISPENSER SUMP ��= mil =a'. NEW OPW FLEXWORKS DOUBLE WALL _ OPW FLEXWORKS DOUBLE WALL -.. -- -•,-• 136 == O►J �= — _= EXISTING ENVIRON EDS -4021 SHEAR VALVE MOUNTING BRACKET 136 ,---- SWIVEL PIPE COUPLING =_ �` -- I 'r-- J SWIVEL PIPE COUPLING np (TYP.) - „ _--- -- EXISTING OPW 1 OBHN P-5830.1419-1;=4 .� C96 — EXISTING OPW 10BHMP-5830 - _ t _�,._ EXTENDED DISPENSER SUMP (TYP.) AND PLATE "— - I �� DOUBLE POPPET SHEAR ,t OPW 10BHMP-5830 DOUBLE �ii�.�a�.� -=! DOUBLE POPPET SHEAR OPW 10BHMP-5830 DOUBLE - in. --_ � .i .1 �i EXISTING OPW FLEXWORKS OPW 10BHMP-5830 DOUBLE �Il'a�+ � ■II+;�+ a m POPPET SHEAR VALVE 87 INA -- I _=, -a ' VALVE tx POPPET SHEAR VALVE 87 n , -'�� ,i -�" i VALVE TYP. (TYP.) �� w Nip al ��; o THREAD ADAPTOR FITTING POPPET SHEAR VALVE 87 ••,� (TYP.) w , ,�r, a, ��I ";L M SMA TYP. G5 r �' C), ii! iV 1l EXISTING VEEDER-ROOT LIQUID SUMP SENSOR ■� •�` -'` 'i s.. -1520 ) �� I' I EXISTING VEEDER-ROOT LIQUID 2" ELBOW �� 2» ELBOW — C%,-• gni SWAP SENSOR � a 2" ELBOW �' 0 :Inti, - ■.'„'� o EXISTING OPW EXISTING OPW 10BH VP -5830 11 �� + i�'� -- -l—' EXISTING OPW SHEAR VALVE MOUNTING BRACKET sl o DOUBLE POPPET SHEAR .4II11 . Wish o y SHEAR VALVE MOUNTING BRACKET I C) I' FLEXWORKS DEB -4020 96 - _ FLEXWORKS DEB 4020 AND PLATE 96 �— =—iiii- AND PLATE �� (TYP.) VALVE TYP. ;,,_ gam'- - �`^: ►,.., �C=:!•.� �_ NEW OPW FLEXWORKS DOUBLE WALL -- �. .1:::>•� „ ), -,..,� 4"x2”DUCT ENTRY BOOT 136 4x2 DUCT ENTRY BOOT MIs III. SWIVEL PIPE COUPLING == -- m c, { —_ ,,,--=EXISTING EXISTING VEEDER-ROOT LIQUID �s "� EXISTING OPW FLEXWORKS Date OPW FLEXWORKS — m"'A SU SENSOR a c C-20 PRODUCT PIPING & 4"NEW OPW FLEXWORKS TEST TUBE 76 _d PRODUCT PIPING & 4"� 1 DUCT DUCT E; 1- 0 94 NEW OPW FLEXWORKS DEB -4020 D - NEW OPW FLEXWORKS DEB 4020 Z o o °- �' EXISTING OPW FLEXWORKS DEB -4020 4"X 2" DUCT D 0 0 4 X 2 DUCT 0 o a_ w 94 �%2" 4"X DUCT Sump Plan View Detail atModified A�D��G� cii J Dispenser EXISTING OPW FLEXWORKS 4" DUCT 133 NEW OPW FLEXWORKS C-20 PRODUCT PIPING 3/4 z J 134 NEW OPW FLEXWORKS C-20 PRODUCT PIPING & 4" DUCT -� 134 NEW OPW FLEXWORKS C-20 ®4" PRODUCT PIPING & DUCT SumpPlan View Detail at odified Dispenser 6/6 Sump Plan View Detail at odified Dispenser 11/12 T6-1 SCALE: 1"=1' -0" 16-j / SCALE: 1"=1'-0" q6 --Y SCALE: 1"=1'-0" EXISTING FLEX CONNECTOR (FIELD VERIFY REQUIRED LENGTH) EXISTING OPW FLEXWORKS DEB -4020 „ „ 4 X 2 DUCT EXISTING OPW FLEXWORKS THREAD ADAPTOR FITTING SMA -1520 (TYP. OF 2) PER SUMP EXISTING OPW FLEXWORKS TEST TUBE EXISTING OPW FLEXWORKS DEB -4020 o rx a w - .1 z .. _, w z J • 1- 0 ix °�- w �,� - EXISTING SMITH FIBERCAST 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT EXISTING ENVIRON 1 1/2" GEOFLEX-D PRODUCT PIPING EXISTING ENVIRON z GDP -45001 4" GEODUCT J EXISTING ENVIRON 4"x2" GEODUCT ENTRY BOOT EXISTING EXPLOSION PROOF EXISTING EXPLOSION PROOF ELECTRICAL J -BOX OPW 10BHMP-5830 DOUBLE OPW 10BHMP-5830 DOUBLE ELECTRICAL J -BOX SHEAR 87 > POPPET SHEAR VALVE POPPET SHEAR VALVE 87 MOUNTING BRACKET VALVE MOUNTING BRACKET AND PLATE C96> GILBARCO ENCORE 700S GILBARCO ENCORE 700S (85) <>AVE 9 AND PLATE COSTCO WHOLE: 999 LAKE DRI\ ISSAQUAH, WA 91 _ 1 1/2 FLEX CONNECTOR (85 > SERIES 2+1 DISPENSER SERIES 2+1 DISPENSER 101 MALE NPT X MALE SWIVEL NPT ,/ (FIELD VERIFY REQUIRED LENGTH) 1-1/2" FLEX CONNECTOR 1101 MALE NPT X MALE SWIVEL NPT EXISTING ISLAND FORM TO REMAIN � ( FIELD VERIFY REQUIRED LENGTH EXISTING ISLAND FORM TO REv1AIN �� "�-��■�� ) `1'�•� ;; , ; ;in rg'' 4"x2" DUCT ENTRY BOOT — o o o_ Lt o o o 0 0 0 � �� 0 0 0 ---- -- --� EXISTING ENVIRON EDS -4021 =-=W EXISTING FLEXWORKSvim__-.. _ CONCRETE SLAB o CONCRETE SLAB OPW ...��_ ,�•�•� ,�_ :. EXTENDED DISPENSER SUMP (TYP.) y'— "`' "' � C-20PRODUCT PIPING & 4" DUCT (N) PRODUCT # I'- ��M�—f �`�y �� —a ilk EXISTING OPW FLEXWORKS THREAD ADAPTOR FITTING• o 0 0 ... 0 0 o OPW FLEXWORKS THREAD ADAPTOR o 0 0 0 0 o OPW FLEXWORKS THREAD ADAPTOR • ' t4 W FITTING SMA -1520 OPW FLEXWORKS 2" DOUBLE FITTING SMA -1520 OPW FLEXWORKS 2" DOUBLE 11161 a� i�� °Ir, ►��-•'''' i o LINE � � �11� �!� �01�If 1 ,� �r�r.�"=1 �'��-� i■1 A '1'R ��Illl+ �,.� C��''•;� C�;t "' i�iri, ;C`i4�� , SMA -1520 (TYP.) ..� .�. 136 WALL SWIVEL PIPE COUPLING r 136 WALL SWIVEL PIPE COUPLING _ " (TYP. OF 2) PER SUMP EXISTING 4" GEODUCT �� _�� f o �� M (TYP OF 2) PER SUMP (N) PRODUCT _III I�' � ��``��_ ��- AI- -., `\4z\ EXISTING OPW 1OBHMP-5830 — - �� LINE r�irr■� .r■11� 1�:�,��1�; •ti,�aaa;�; o DOUBLE POPPET SHEAR ,�II d�� ---��•,�'�•- a.�� A � VALVE (TYP.) r��!I�ile�1�i - NEW OPW FLEXWORKS C 20 >> • + - NEW OPW FLEXWORKS C 20 li��i�■ ��)` � II2„EXISTING PRODUCT PIPING 1-1/2 PRODUCT PIPING I.{��i��s �'�`�I�I�� K�91�I.®„�, � IIiu1!� 2 PRODUCT PIPING OPW 10BHMP-5830 DOUBLE 3 I„VEEDER-ROOTANIONS A, ,� �'� POPPET SHEAR VALVE „ . EXISTING VEEDER LIQUID EXISTING 1-1 /2 PRODUCT PIPING OPW FLEXWORKS AXP40 4 EXISTING 4"x2" DUCT ENTRY BOOT 134 OPW FLEXWORKS AXP40 4” EXISTING 4" GEODUCT 134 DUCT ACCESS DUCT SUMP SENSORACCESS NEW 2" ELBOW 24 SHEAR VALVE MOUNTING BRACKET AND PLATE 11 0 � NEW OPW FLEXWORKS DOUBLE WALL 23 °- �� SWIVEL PIPE COUPLING z NEW OPW FLEXWORKS TEST TUBE 22 v� C �- Sump Plan View Detail atModified w z EXISTING OPW FLEXWORKSDEB-4020 DEB -4020 4" X 2" DUCT EXISTING OPW FLEXWORKS 4" DUCT 20A NEW OPW FLEXWORKS, C-20 PRODUCT PIPING & 4 DUCT Dispenser x/14 EXISTING 4"x2" DUCT ENTRY BOOT NEW OPW FLEXWORKS EXISTING 2" TEST BOOT TYP. NEW OPW FLEXWORKS 9494 4"x2"DUCT ENTRY „ „ C > DEB -4020 4x2 DUCT ENTRY EXISTING 2"TEST BOOT TYP. BOOT EXISTING SWIVEL PIPE COUPLING BOOT EXISTING SWIVEL PIPE COUPLING NEW OPW FLEXWORKS TEST NEW OPW FLEXWORKS TEST EXISTING VEEDER -ROOT 794380-208 76 TUBE(TYP.)EXISTING VEEDER-ROOT 794380-20876/ TUBE (TYP.) NON -DISCRIMINATING SUMP SENSOR NON -DISCRIMINATING SU \P SENSOR Sump Section View Detail EH SUMP atModified SIDE VIEW 2" ELBOW Dispenser 5/6 (SI . 3/4) SUMP SIDE Sump Section View Detail at VIEW 2" ELBOW odified Dispenser 11/12 (SI . x/10)P-wAcR°�/B ` �oF Syy� c' Py , • 28527 p �Ss�NALT�E�1G\�� y`'�� T6-1 SCALE: 1 "=1'-0" Product piping T6-1 SCALE: 1 "=1'-0" Product pipingx T6-1 SCALE: 1 "=1'-0" �c� Not 1Jsed NOTE: DETAIL SHOWS TYPICAL HARDWARE IS REQUIRED EXTENDED HOSE FUTURE DIESEL 91 HOSE CLAMP 2+1 DISPENSER. FOR 2+0 DISPENSER. RETRACTOR NO DIESEL SEE ARCHITECTURAL DRAWINGS FOR DECAL DETAILS VAC ASSIST HOSE CLAMP 75 o a ° a Z o Z�> NIIIIII vw`_ o o m Pt- m c O oCV oil, -v v > ,. q N y -/ " n CANOPY COLUMN -- — 3/4 x 14 -0 VAC Self -Serve (TYP.) SEE ARCH. P LAN SNo r ASSIST FUEL HOSE Debit Cardsencredit cash Accepted FUTURE DIESEL FUEL HOSE 105 85 NEW GILBARCO (3+1) Hours of operation GHA(J 18215 72ND AVENUE SOUTH Nr �� KENT,WA 98032 W -7.- t4t---i '1i (425) 251-6222 e'' . (425) 251-8782 FAX o X _ 2�' � �� Co' CIVIL ENGINEERING, LAND PLANNING, (4c)./NG ENG�N',� SURVEYING, ENVIRONMENTAL SERVICES ------"t r„,,!, MULTI -PRODUCT DISPENSER PRODUCT CONFIGURATION NOTE: FOR A SINGLE Q� f � / DUAL HOSES EACH SIDE HOSE PER SIDE MULTI -PRODUCT DISPENSER AS SHOWN, THE REGULAR UNLEADED GRADE SELECTION BUTTON SHALL ALWAYS BE LOCATED i OPEN ON THE LEFT SIDE OF THE DISPENSER FOR BOTH SIDES. CONTRACTOR SHALL BE HELD = _ VAC ASSIST FUEL NOZZLE (RED) RESPONSIBLE FOR PROPER ORIENTATION AND �- I- *t _-__ �� INSTALLATION. FUTURE DIESEL 104 I-- NOZZLE cn i - p -� 65615 p - SWIVEL BREAKAWAY VALVE /41 A , FUTURE SWIVEL BREAKAWAY 106 s VALVE_ ,. : r -'a 4 RAISED CONCRETE ISLAND CONCRETE DRIVE SLAB \ \ / / PLEASE PULL TO FORWARD PUMP NOTE: HEALY VAPOR VAC MOTORS AND PETROLEUM RESISTANT PTi TWIN TUBE SEALANT AROUND BASE OF DISPENSER AND ISLAND. CONTINUOUS ALONG FUEL ISLAND (TYP.) Gilbarco Encore 7003 F 2+1MPD Electronic INTERNAL VAPOR AND ELECTRICAL BOTTOM OF LOOP COMPONENTS ARE FACTORY INSTALLED. TO BE 1” OFF TOP HANGING HARDWARE BY G.C. OF ISLAND (TYP.) Series Dispenser T6-1 SCALE: NONE Job Number 7880 T ,co N T6-1 SCALE: 3/4"=1 ' -0" Date/Time:12/23/2014 9:03 AM File:P:\07000s\7880\mechanical\tanks\2014 Expansion\7880 T6-1.dwg EXISTING TANK #3 UNLEADED PREMIUM EXISTING TANK #2 UNLEADED REGULAR EXISTING TANK #1 UNLEADED REGULAR EXISTING VEEDER ROOT ALARM MONITOR SYSTEM EXISTING CONTROLLER ENCLOSURE EXISTING TANK #4 GAS ADDITIVE O 0 O 0 (E) DISPENSER TO REMAIN (TYP-1 THRU 5) 0 01 CaII Toll Free 1 (800) 922-1987 TWO WORKING DAYS BEFORE YOU DIG EXISTING ESO TANK MONITORING TURBINE POWER FLOW METER Electrical Site Plan SCALE 1"= 10'-0" 2 2 SOLENOID VALVE CONTROL WIRING TANK MONITORING TURBINE POWER SEE T2-1 FOR MATERIAL LIST REMOVE (E) DISPENSER (2+0) INSTALL NEW DISPENSER (2+1) (TYP-6 THRU 11) GILBARCO DISPENSER WIRE COLOR REFERENCE 1. BLACK #12: HOT TO A-2 (CD MODULE) & VARISTOR 2. GREEN #12: TO A-10 (GROUND) 3. WHITE #12: NEUTRAL TO A-13 (CD MODULE) & VARISTOR 4. RED #12: TO STP1/MTR1 5. BLUE #12: TO STP2/MTR2 6. YELLOW #12: STP3/MTR3 7. YELLOW #14: not used 8. PURPLE #14: not used 9. PINK #14: not used 10. BROWN #14: not used 11. #14: TO B-9 (CRIND TWO WIRE OUT (—)) BLACK >TWISTED PAIR NON SHIELDED 12. #14: TO B-19 (CRIND TWO WIRE IN (+)) WHITE 13. #14: TO A-9 (PUMP TWO WIRE OUT (—)) BLACKTWISTED PAIR 2NON SHIELDED 14. #14: TO A-19 (PUMP TWO WIRE IN (+)) RED NOTE: ALL WIRE TO BE THWN, OIL AND GAS RESISTANT NO EXCEPTIONS PER CIVIL DRAWINGS COMPACTION PER CIVIL PLANS POWER AND CONTROL CONDUITS PER PLAN El MI MI 12" MIN NOTE: 1. PROVIDE PULL BOXES (SIZE PER CODE) FOR CONDUITS AS REQUIRED FOR EVERY 250' OR AFTER TWO 90 DEGREE BENDS. 2. PROVIDE SUFFICIENT ADDITIONAL LENGTH OF CONDUCTORS AT THE TERMINATION POINTS OF ALL CONDUITS FOR FINAL EQUIPMENT HOOKUP. 3. SUPPLY AND INSTALL ALL CONDUITS/CONDUCTORS AND A 25 LB. PULL CORD IN EACH SPARE/FUTURE CONDUIT. Typical Trench Detail NOT TO SCALE SERVICE DATA GENERAL NOTES SEE MATERIALS LIST (T2-1) FOR DESCRIPTION ON EQUIPMENT USED IN THIS CONSTRUCTION. 2. ROUTING SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS—BUILT DRAWINGS. 3. ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S AND/OR OWNERS GUIDELINES. 4. FUNCTIONS OF THE CONTINUOUS MONITORING: — MONITORING OF ALL ANNULAR SPACES. — MONITORING OF ALL PRODUCT PIPING AND FILL SUMPS. — PROVIDE .1 GPH PRESSURE LINE LEAK DETECTION (PLLD) OF PRODUCT LINES. — PROVIDE CONTINUOUS TANK LEVEL MONITORING. — MONITORING OF ALL DISPENSER SUMPS. W CC THE CONTINUOUS MONITORING DEVICE PROVIDE POSITIVE SHUTDOWN OF TURBINES AND DISPENSERS AUTOMATICALLY IN THE EVENT OFEA LIQUID RELEASE AND MANUALLY THROUGH THE ESO SWITCH LOCATFI) ON THE CONTROLLER ENCLOSURE AND REMOTE ESO SWITCH AS N INDICATED ON SITE PLAN. 5. ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB o PANELS SHALL BE MARKED WITH PHASE TAPE CODING AS FOLLOWS: "A" PHASE = BLACK "B" PHASE = RED "C" PHASE = BLUE 6. ALL CONDUCTORS SHALL BE CONTINUOUS (WITH NO SPLICES) STRANDED COPPER WITH 75°C THWN INSULATION, OIL AND GAS RESISTANT. A SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A CLASSIFIED AREA. CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE CONNECTED TO A SEAL—OFF. 8. ALL CONDUITS SHALL HAVE INSULATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER W/ #6 BARE COPPER WIRE. BOND ALL INSULATED GROUNDING BUSHINGS AND GUTTER BOX BACK TO POWER CENTER GROUND. 9. ALL INSTALLATIONS SHALL BE PER 2010 N.E.C., ARTICLE 514. 7. m N a) co w 1— O 0 z 0W (o J ><t 0 N � N ct z 0 5 i _10aw I0.JO S prJ Q O O " I— 0 CC I— 0 0 a) W 0 cs W <") W 10. ALL EQUIPMENT SHALL BE U.L. APPROVED AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. O z 11. ALL EQUIPMENT EXPOSED TO WEATHER SHALL BE LISTED FOR EXTERIOR USE. 12. USE RIGID SCHEDULE 40 PVC CONDUIT BELOW GRADE BETWEEN PLASTI—BOND ROBROY PVC COATED RIGID METALLIC TRANSITION. PLASTI—BOND ROBROY PVC COATED RIGID METALLIC SHALL BE USED FOR TURBINE POWER ENTIRE RUN (NO EXCEPTIONS). EXTERIOR CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE 01 1" DIESEL TANK SENSORS (4) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DIESEL TANK ANNULAR TO CONTROLLER ENCLOSURE 20 3/4" SOLENOID VALVE 2#14 THWN & 1#12 GROUND FROM DIESEL FILL SUMP TO DIESEL BATCH CONTROLLER 03 1" DIESEL TURBINE POWER 3#10 THWN & 1#10 GND FROM NEW DIESEL TURBINE SUMP TO CONTROLLER ENCLOSURE 0 3/4" DIESEL ADDITIVE TANK SENSORS (4) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DIESEL ADDITIVE TANK TO CONTROLLER ENCLOSURE 0 3/4" DIESEL ADDITIVE TURBINE POWER 210 THWN & 1#12 GND. (NEW) FROM DIESEL ADDITIVE TURBINE TO CONTROLLER ENCLOSURE © 3/4" DIESEL ADDITIVE FLOW METER (1) BELDEN CABLE 188760 (1) 112 GND (NEW) FROM DIESEL ADDITIVE FLOW METER TO CONTROLLER ENCLOSURE SERVICE VOLTAGE: 3 PH 120/208V, 4W LOAD DATA: CONNECTED 49.7 KVA, ESTIMATED DEMAND 51.3 KVA SERVICE CONDUCTORS 4#3/0 THWN & 1#4 GND. METERING: PER UTILITY TYPE: UNDERGROUND BILLING INFORMATION: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 ATTN: Deanna Hughes FUEL POSITION NUMBERING: NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED BY OWNER AND INSTALLED BY START UP TECHNICIAN. START UP TECHNICIAN SHALL FOLLOW DISPENSER NUMBERING AS SHOWN ON PLANS. LEGEND LL MASTER RELEASE W h < (Ni CO>00 J cc 0) 0G§ IW Q0 ig= 0�0 (I)°' to O TANK TURBINES CLASS 1, DIV 2 SEE NOTE #7 u UNDERGROUND TANKS DISPENSER AREA CLASS 1, DIV 2 SEE NOTE #7 VENT AREA CLASS 1, DIV 2 SEE NOTE #7 N.E.C. HAZARDOUS AREA NOTES TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK — FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK — VENT—DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: WITHIN 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 5 FEET AND 10 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP — OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A HORIZONTAL DISTANCE OF 10 FT. FROM ANY EDGE OF PUMP. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. 1 2 KEYNOTES PROVIDE WIREWAYS. REFER TO SHEET E-2. ALL ELECTRICAL JUNCTION BOXES IN TANK SUMPS AND UNDER DISPENSER CONTAINMENT AREA SHALL BE EXPLOSION PROOF WITH SEAL—OFF ENTERING AND LEAVING. SEAL—OFFS TO BE A MINIMUM OF 6" ABOVE THE HIGHEST PENETRATIO FOR TESTING PURPOSES. ALL CONDUIT RUN ENTERING OR LEAVING A TANK AND VENT SUMPS AND DISPENSER TRANSITIONS SHALL BE ROBROY PVC COATED RIGID METAL CONDUIT NO EXCEPTIONS. HV LV VR E.S.O. E.D.P. C F.F. EXISTING UNDERGROUND CONDUIT UNDERGROUND ELECTRICAL SERVICE CONDUIT UNDERGROUND TELEPHONE SERVICE CONDUIT EXPOSED CONDUIT UNDERGROUND CONDUIT CLASS I HAZARDOUS AREA (PER NEC) EXPLOSION PROOF SEAL INDICATES DISPENSER NUMBERING AND POSITION HIGH VOLTAGE LOW VOLTAGE VEEDER—ROOT EMERGENCY SHUT—OFF ELECTRICAL DISTRIBUTION PANEL CONDUIT FINISHED FLOOR z TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — PITS) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. Hazardous Location I.D. SCALE 1"= 20'-0" TANK FILLS CLASS 1, DIV 2 SEE NOTE #7 UNDERGROUND TANKS TANK TURBINES CLASS 1, DIV 2 SEE NOTE #7 TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 (800) 922-1987 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PR ING WITH CONSTRUCTION. CA POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND "AS—BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS RFPRFSENTATIVF,_ AND BARGHAUSEN CONSUL TING ENGINFYRS (425-251-6222), COSTCO SITE 8+ B8 EST VALLEY HIGHWAY ANDOVER PARK EAS AREA OF WORK ►OUTHCENTER PKWY NOT TO SCALE Me.v 7 NOT TO SCALE I11 VICINITY MAP LOCATOR MAP Job Number 000 co 1 ' ONS s z Js' 5 00 0) r W N W 0 0 N N E 0 0 13. File:P:\07000s\7880\mechanical\tanks\2014 Expansion\7880 E— CE-9LEFT WALL ELEVATION SCALE: NTS B REAR WALL ELEVATION E-2 SCALE: NTS CEO)RIGHT WALL ELEVATION a FRONT WALL ELEVATION -SCALE: NTS E-2 SCALE: NTS FIBER/PHONE TERMINATION BOX O 0 O 0 (N) CBS STP ADD F (N) MAG VFC UNL E (N) MAG VFC UNL A (E) MAG VFC UNL B EXISTING GILBARCO D -BOX (N) MAG VFC PREM c (E) STP DHI A26 0 (E) T EXISTING ALLIED ANDI BOX (E) GSM 00 0 (E) GSM O 0 O 0 (E) EXISTING WIREWAY 20 20 22 EXISTING WIREWAY NEW GILBARCO D -BOX A26 0 (E) UPS EXISTING PANEL „A„ 22 22 (E) TIMER (E) CBS STP ADD D EXISTING PANEL "1A" EXISTING ADDITIVE CONTROLLER PANEL EXISTING VEEDER ROOT 21 21 X23 O 0 O 0 EXISTING ARID PERMEATOR PANEL -1 15 DIESEL ADDITIVE CONTROL PANEL P AI V I T (E) EXISTING LOW VOLTAGE WIRING DISCONNECT LOW VOLTAGE WIRING DISCONNECT --- I HV 23 I.S. HV 24 a ®26 (E) O 0 O 0 (E) FINISHED FLOOR 1/- / / / / / / EXISTING A/C UNIT (E) (E) Ilr 1 CONDUIT RUN SCHEMATIC WITHIN CONTROLLER ENCLOSURE SCALE: NTS w o w Z wo o SEE NOTE #8 00 A A A 000 I I SEALOFF 1 (TYP.) I� w cnw O Z W O FILL END TURBINE END EXISTING VENT STACK ED Z >^ (/) i= LC) - <_ V) Z0�� w < I I L L E RIGHT WALL EXTERIOR ELEVATION E""2 SCALE: ` NTS N OTE: ENCLOSURE LAYOUT SHOWN IS TYPICAL. SEE SHEET El FOR ACTUAL CONTROLLER ENCLOSURE CONFIGURATION. INTERIOR ROUTING IN CONTROLLER ENCLOSURE PER ELEVATION��'` EXISTING WIREWAY— (I.S. OR 120V) FINISHED FLOOR DIESEL VENT STACK (1) 1" C (SEE NOTE 8) (1) BELDEN #88760 (1) #12 GND WITH SEAL -OFFS (1) 1" C (SEE NOTE 8) (3) BELDEN #88760 (1) #12 GND WITH SEAL -OFFS EXTERIOR —SEAL AROUND CONDUIT PENETRATIONS PROVIDE 90 DEGREE FITTINGS (SUCH AS CROUSE HINDS "LB") FOR PENETRATION INTO CONTROLLER ENCLOSURE. HEIGHT TO BE FIELD DETERMINED CONDUIT SIZE AS NOTED PVC COATED RGS TRANSITION FINISHED GRADE 1 PENETRATION DETAIL E-2 SCALE: NTS AtZ (1) 3/4" C (SEE NOTE 8) (3) BELDEN #88760 (1 SPARE) (1) #12 GND SHEET NOTES 1. ROUTE CONDUIT TO EQUIPMENT AS INDICATED ON SHEET E-1 2 ROUTE CONDUIT AND CONDUCTORS TO EXTERIOR OF CONTROLLER ENCLOSURE WALL AS INDICATED ON THIS SHEET. PAINT TO MATCH CONTROLLER ENCLOSURE. 3 FUNCTIONS OF THE CONTINUOUS MONITORING: —MONITORING OF ALL ANNULAR SPACES. — MONITORING OF ALL PRODUCT PIPING SUMPS. — PROVIDE .1 GPH PRESSURE LINE LEAK DETECTION (PLLD) OF GASOLINE PRODUCT LINES. — PROVIDE CONTINUOUS TANK LEVEL MONITORING. —DISPENSER SUMP MONITORING. THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE POSITIVE SHUTDOWN OF TURBINES AND DISPENSERS AUTOMATICALLY IN THE EVENT OF A LIQUID RELEASE AND MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE CONTROLLER ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. 4 ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE MARKED WITH PHASE TAPE CODING AS FOLLOWS: "A" PHASE = BLACK "B" PHASE = RED "C" PHASE = BLUE 5. WALL MOUNTED EQUIPMENT LOCATIONS ARE FIXED AS SHOWN REGARDLESS OF CONTROLLER ORIENTATION. G.C. SHALL NOT MOUNT EQUIPMENT OTHER THAT WHAT IS SHOWN. 6. ALL CONDUIT BETWEEN WIREWAYS AND ELECTRICAL DEVICES SHALL BE EMT OR RIGID GALVANIZED STEEL. NO EXCEPTIONS. 7. CONTRACTOR SHALL REMOVE EXISTING DISPENSER SURGE PROTECTION PANEL AND INSTALL NEW SURGE PROTECTION AND DISPENSER DATA DISCONNECT PANEL IN THE SAME LOCATION. 8. ALL CONDUIT ENTERING UNDERGROUND TANK AND DISPENSER SUMPS SHALL BE PLASTI—BOND ROBROY PVC COATED RIGID METALLIC CONDUIT (NO EXCEPTIONS). EXTERIOR CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE 01 1" DIESEL TANK SENSORS (4) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DIESEL TANK ANNULAR TO CONTROLLER ENCLOSURE 0 3/4" SOLENOID VALVE 2#14 THWN & 1#12 GROUND FROM DIESEL FILL SUMP TO DIESEL BATCH CONTROLLER 30 1" DIESEL TURBINE POWER 3#10 THWN & 1#1 0 GND FROM NEW DIESEL TURBINE SUMP TO CONTROLLER ENCLOSURE ® 3/4" DIESEL ADDITIVE TANK SENSORS (4) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DIESEL ADDITIVE TANK TO CONTROLLER ENCLOSURE 0 3/4" DIESEL ADDITIVE TURBINE POWER 2#10 THWN & 1112 GND. (NEW) FROM DIESEL ADDITIVE TURBINE TO CONTROLLER ENCLOSURE 0 3/4" DIESEL ADDITIVE FLOW METER (1) BELDEN CABLE 188760 (1) 112 GND (NEW) FROM DIESEL ADDITIVE FLOW METER TO CONTROLLER ENCLOSURE INTERIOR CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE ® 3/4" LOOP FOR POWER — ADDITIVE D TURB (2) #10 THWN, (1) #1 0 GND. FROM EXISTING PANEL TO TURBINE CONTROLLERS ® 3/4" ADDITIVE HOOK FROM CONTROL PANEL (2) #1 4 THWN, (1) #1 4 GND. FROM ADDITIVE CONTROLLER TO VEEDER—ROOT ® 3/4" DIESEL/DIESEL ADDITIVE TURBINE POWER (5) #10 THWN, (1) #1OGND. FROM EXISTING PANEL TO TURBINE CONTROLLERS ® 1" ADDITIVE TANK MONITORING DEVICES (8) BELDEN CABLE 08760 (1 SPARE CABLE) (1) #12 CND FROM WIREWAY TO I.S. SIDE OF VEEDER—ROOT ® 3/4" ADDITIVE FLOW METER (1) BELDEN CABLE #88760 & 1#12 GRD FROM BATCH CONTROLLER PANEL TO FLOW METER ® 3/4" SOLENOID VALVES CONTROL WIRING (2) #12 THWN + (1) #12 GND. (24V) FROM BATCH CONTROLLER PANEL TO SOLENOID VALVES Co 3/4" ADDITIVE CONTROL PANEL POWER (2) #1 2 THWN + (1) #1 2 GND. FROM BATCH CONTROLLER PANEL TO POWER PANEL 0 3/4" DIESEL/DIESEL ADDTIVE HOOK (4) #1 4 THWN, (1) #1 4 CND. FROM DIESEL/DIESEL ADDITIVE CONTROLLER TO VEEDER—ROOT PANEL 1 MAIN/GENERAL VOLTAGE: 120/208 VOLT -30, 4—WIRE BUSS: 225A CIRCUIT # DESCRIPTION LEFT SIDE (ODD CIRCUITS) 1 SUB FEED TO PANEL 1A 3 SUB FEED TO PANEL 1A 5 CANOPY LIGHTS 7 SPACE 9 CANOPY LIGHTS 11 CANOPY LIGHTS 13 UPS RECEPTACLE 15 CANOPY LIGHTS 17 CCTV 19 SPACE 21 FASCIA LIGHT 23 FASCIA LIGHT 25 27 GAS ADDITIVE TURBINE 29 GAS ADDITIVE TURBINE 31 FE PETRO IST UNL 1 33 FE PETRO IST UNL 1 35 FE PETRO IST UNL /1 37 FE PETRO IST SUP 3 39 FE PETRO IST SUP 3 41 FE PETRO IST SUP #3 RIGHT SIDE (EVEN CIRCUITS) BREAKER RATED: 10,000 A.I.C. MAIN BRKR: M.L.O. SPACES: 42 LOAD 11400 360 930 0 930 930 1440 620 360 0 240 120 960 960 2400 2400 2400 2400 2400 2400 BREAKER 100-2 100-2 20-1 FILLER 20-1 20-1 20-1 20-1 20-1 FILLER 20-1 20-1 20-2 20-2 30-3 30-3 30-3 30-3 30-3 30-3 * LISTED FOR SERIES COMBINATION WITH CURRENT LIMITING MAIN FUSE. PHASE A 11400 0 1440 0 2400 2400 B 360 930 620 240 960 2400 2400 C NOTES LCL TO UTILITY SERVICE BY POWER COMPANY 930 930 Y Y Y Y EXISTING (1)-3" UNDERGROUND PVC CONDUIT (SCHEDULE 80) EXISTING UTILITY PAD MOUNT TRANSFORMER WITH CONCRETE PAD 0 360 120 EXISTING 3/4" x 10' COPPER CLAD STEEL GROUND ROD. 960 2400 2400 2 SPACE 0 FILLER 0 4 6 CONTROLLER ENCLOSURE LIGHTS CONTROLLER ENCLOSURE AC/HEAT 720 20-1 720 2500 20-2 1 8 SPACE 0 FILLER 0 10 12 QUAD RECEPT. — GENERAL USE 864 20- 864 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 TIME CLOCK POWER SPACE CAMERA RADIO BOX CANOPY CONTACTOR FE PETRO IST UNL 4 FE PETRO IST UNL 4 FE PETRO IST UNL 4 DATA DISCONNECT RECEPTACLE DIESEL ADDITIVE TURBINE DIESEL ADDITIVE TURBINE FE PETRO IST UNL 2 FE PETRO IST UNL 2 FE PETRO IST UNL 2 ARID PERMEATOR ARID PERMEATOR ARID PERMEATOR 180 0 180 180 960 960 960 960 960 960 960 960 960 960 960 960 NOTE: ALL LOADS ARE EXISTING WITH THE EXCEPTION OF DIESEL AND DIESEL ADDITIVE TURBINE. BOTH TURBINES LOADS SHALL BE WIRED THRU NEW ESO CONTACTORS. CONTRACTOR TO FIELD DETERMINE WIRING SUCH THAT NEW LOADS ARE TIED INTO EXSITING EMERGENCY STOP SYSTEM 15-1 FILLER 20-1 20-1 20-3 20-3 20-3 20-1 20-2 20-2 20-3 20-3 20-3 20-3 20-3 20-3 TOTAL VA LCL PLUS 25% TOTAL VA 0 960 960 960 960 21760 0 0 21760 AMP PER P 181.3 PANEL LOAD 142.4 180 960 960 960 960 14114 1790 448 14562 121.4 EXISTING 2" C, (4) #3/0 THWN C.U. + (1) #4 C.U. E.G. EXISTING NEMA 3R, 200A, METER SOCKET MOUNT ON EXTERIOR WALL OF CONTROLLER 500 ENCLOSURE EUSERC COMPLIANCE 65,000 AIC SQ D CAT NO. UTH7213T 180 180 960 960 960 960 13800 4744 1186 14986 124.9 EXISTING (1) — #4 COPPER GROUND WIRE. 2" C, (4) #3EXISTING /0 THWN C.U. + (1) #4 E.G. - EXISTING NEMA 3R, 200A, 200A FUSE (TYPE KTN—R-200) SERVICE DISCONNECT SWITCH MOUNTED ON WALL OF CONTROLLER ENCLOSURE SQ D CAT NO. D324—NR—B EXISTING CONCRETE ENCASED \ GROUNDING ELECTRODE. w f w 0 2" C, (4) #3/0 THWN <5' SURGE GND. SYSTEM GND. ISOLATED GND. PANEL 1—A DISPENSERS/ELECTRONICS VOLTAGE: 120/208 VOLT -10, 3—WIRE BUSS: 100A CIRCUI # DESCRIPTION LEFT SIDE (ODD CIRCUITS) 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 IG RECEPTACLE SPACE DISPENSER #1/2 SWT NEUTRAL DISPENSER #5/6 SWT NEUTRAL DISPENSER #9/10 SWT NEUTRAL DISPENSER #13/14 SWT NEUTRAL DISPENSER #19/20 SWT NEUTRAL DISPENSER #21/22 SWT NEUTRAL GENERAL RECEPT RIGHT SIDE (EVEN CIRCUITS) VEEDER ROOT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 NOTE: MAIN BRKR FEED FROM —A— BREAKER RATED: 10,000 A.I.C. SPACES: 30 DISP. DATA DISCONNECTS DISPENSER #3/4 SWT NEUTRAL DISPENSER #7/8 SWT NEUTRAL DISPENSER #11/12 SWT NEUTRAL DISPENSER #15/16 SWT NEUTRAL PLLD SPACE LOAD 360 0 960 960 960 960 960 960 360 360 360 960 960 960 960 BREAKER 20-1 FILLER 20-1 20-1 20-1 20-1 20-1 20-1 20-1 20-1 20-1 20-1 20-1 20-1 ACTUAL A.IC. BELOW 4,000 PHASE A 360 960 960 960 960 960 960 360 360 B NOTES LCL 51.3 KVA NOTE: CONTRACTOR FIELD VERIFY INCOMING CONDUCTOR SIZE IS 4#3/0 THWN CU & 1#4 GROUND AND FUSE SIZE IS 200AMP IN THE EXISTING DISCONNECT SWITCH iF NOT THE CONTRACTOR SHALL PROVIDE: (1)FUSE SIZE OF 200AMP (BUSSMANN LIMITRON KTN-R) INCOMING WIRE FROM TRANSFORMER TO PANEL IN EXISTING CONDUIT SHALL BE 4#3/0 THWN CU & 1#4 GROUND (3) #3 THWN C.U. (1) #8 GND C.U. Existing Single Line Diagram NOT TO SCALE 360 960 •o-• 28527 0 NsS�NALTEE�G\�� 360 DISPENSER #17/18 SWT NEUTRAL IG RECEPTACLE 0 960 0 20-1 FILLER 20-1 20-1 TOTAL VA LCL PLUS 25% TOTAL VA AMP PER P PANEL LOAD 960 360 11400 0 0 1 1400 360 0 0 360 95.0 3.0 56.5 NOTES: U – TERMINALS ARE PROVIDED TO ALLOW THIS CIRCUIT TO BE WIRED THROUGH AN EXTERNAL UNINTERRUPTIBLE POWER SUPPLY. S-1 – CIRCUIT IS WIRED THROUGH STAGE #1 OF THE MANUAL LIGHTING CONTROLS. S-2 – CIRCUIT IS WIRED THROUGH STAGE #2 OF THE MANUAL LIGHTING CONTROLS. LCL – LONG CONNECTED LOAD. EDP – PROVIDE 30mA GFCI EQUIPMENT PROTECTIVE DEVICE. NOTE: PANEL SCHEDULES SHOWN ARE TYPICAL. ELECTRICAL CONTRACTOR RESPONSIBLE TO REORGANIZE PANEL SCHEDULES AS REQUIRED TO ACCOMMODATE FOR THE NEW BREAKERS TO BE INSTALLED. NEW EQUIPMENT TO BE TIED INTO EXISTING EMERGENCY SHUTDOWN SYSTEM Existing Panel Schedule NOT TO SCALE 0 0 O V 0 .01 N v 0 N N 0 D CO 0 0 z O 0 0 0 U V) 0 2 N 0 cNi 0 v O N w z W z N N N) O oo rn N 00 W N CO N N N d- N -w Eai 0 LLI 00 4-0 11 0 0 0 0 00 00 0 Q. 0 0 0 0 0 0 0 0 INSTRUCTIONS: NOTE: WHEN TEMPERATURE IS BELOW 50°F (10°C), KEEP RESIN IN A WARM PLACE PRIOR TO MIXING (e.g., IN AN INSIDE POCKET NEXT TO BODY). 1. REMOVE GUARD BAG, USING CAUTION NOT TO DAMAGE INNER BAG. 2. GRIP BOTH EDGES OF BAG AT THE CENTER BARRIER, WHILE YOU FLEX AND WRINKLE THE BAG ACROSS THE BARRIER, THIS WILL WEAKEN THE BARRIER. 3. SQUEEZE THE CLEAR SIDE OF THE RESIN, FORCING THE RESIN THROUGH THE CENTER BARRIER. 4. MIX THOROUGHLY TO A UNIFORM COLOR BY SQUEEZING CONTENTS BACK AND FORTH 25-30 TIMES. 5. SQUEEZE RESIN TO ONE END OF BAG, AND CUT-OFF OTHER END. 6. SLOWLY INSERT CONNECTION INTO SEALING PACK UNTIL IT FITS SNUGLY AGAINST THE OPPOSITE END. 7. TWIST OPEN END OF BAG AND USE TIE WRAP TO CLOSE IT OFF, OR WRAP OPEN END OF BAG WITH VINYL ELECTRICAL TAPE AND POSITION THE TAPED END UP UNTIL THE RESIN JELLS. OUTER BAG TO CONSOLE TO SENSOR/PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG CEikVeeder Root Splicing Detail -4.) NOT TO SCALE: AC LINE AC NEUTRAL CHASSIS GROUND BARRIER GROUND .. ® GROU\D m OWE' AEA I\T Imp \SICALLY SAFE AEA 16 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 15 MODULE TYPE: NOT USED N�j 1 5 0 ® 3 1 FUSE= 8 0 Ci POSITION RECORD: 1 5 2 35n3 3 7 4 8 13 16 SPARE 8 SPARE 1 5 2 6 3 rr1 T2—F3--F4-75—F6-1 MAXIMUM SENSOR OUTPUT RATING 8 12 SPARE PRESSURE XMIT I°1°I°1°1°I°1°1°I°I°1°1° 5 15 VOC 15 AMP 6 3 15 7 000000000000 PLLD TURBINE POSITION RECORD: 1 DIESEL 0 0 0 PRESSURE LINE LEAK INTERFACE MODULE SUMPS 10 MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 1 REG. UNLEADED #1 2 REG. UNLEADED #2 3 PREM. UNLEADED #1 MODULE TYPE: PROBE INTERFACE MODULE 9 MODULE TYPE: 4—RELAY OUTPUT MODULE POSITION RECORD: I SENSO15 + 1 -1 + 2 -I + 3 -1 + 4 -1 +5 -I + 6 +1 + 7 +I + 8 -� MAXIMUM SENSOR OUTPUT RATING 4 SPARE NEW GROUND SPARE R—=- • 1..• • • 1 • • • • I • I • • • • 1 • •) 4 GAS ADDITIVE VOC 15 AMP 0 m 146 0000 000 0 0000 0000 TANK & SUMPS DISPENSER 0 0 0 INTERSTITIAL SENSOR INTERFACE MODULE SENSORS SENSOR + 1 -I + 2 -I 3 -I + 4 -I + 5 -1 + 6 + 7 -1 + 8 -1 MAXIMUM SENSOR OUTPUT RATING SPARE ---15 5 1•I•I•I•I•I•I.1•I•I•I•I•I•I•I•I.1 VOC 15 AMP 13 0 0000 000 0 0000 0000 TANK &DISSUNSER SUMPS 0 0 INTERFACE MODULE SENSORS SENSOR15VOC F+.1--q-+21-4.3-INTINTERSTITIALSENSORR _-_1-+-474-+571--+6+7T+8 I 14 -I T+5 -1IN+6i 1 +8� ENSOR OUITPUT1RATING SPARE -I.1•1•1•I.1•I•I.1.1.1.1.1.1.1•I•) 15 AMP 12 4® 0000000 0 0000 0000 TANKSUMPS & DISPENSER 0 INTERSTITIAL SENSOR INTERFACE MODULE SENSORS 1 UNL. 1 2 UNL. 2 3 - PREM. PI - PUMP INPUT SIGNAL PR PI PR LI P PI PR LIP 1PI PR LIP PR - PUMP RETURN (NEUTRAL) ¢% U — LINE POWER INPUT Ki 1 2+1+3+1+4+1 5 6 7 8 I + -I -I+ + +8+1 +'OUTPUT MAXIMUM SENSOR RATING (•1•1•1•1•1•1•1•1•1• Po - PUMP OUTPUT CONTROL SENSOR —�- f•I• • •I•I.1•I•I•I•I• •I•I•) 15 VOC 15 AMP 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O RMA" RATINGS FORM A CONTACTS 3 ®000000000000000 TANK & SUMPS ANNULAR PRESSURE LINE LEAK CONTROLLER' MODULE OMVAx� ii INTERSTITIAL SENSOR INTERFACE MODULE SENSORS :J___. UNL. 1 2 - UNL. 2 3 - PREM. PI - PUMP INPUT SIGNAL PROBE—► j PROBE PI PR LIP PI PR LIP IPI PR LI p0� PR - PUMP RETURN (NEUTRAL)171_1--4.21-÷3...-4-;4..71MAXIMUM LI - LINE POWER INPUT SENSOR OUTPUT RATING (• • • • • • • • • I • 1 • I • 1 • • • 1. PO - PUMP OUTPUT CONTROL 154 (• 1 •1 • 1.1.1.1.1 • 15 VOC 15 AMP 0 10 0000000 0 0000 0000 0 RELAY RATINGS ORM A CONTACTS 0 2 0 e 0 e e 0 e TANK LEVEL PRESSURE LINE LEAK CONTROLLER MODULE 120VAC 2411 GAUGES PROBE INTERFACE MODULE 4 -RELAY OUTPUT MODULE PROBE PROBE rN-C 1NO 1–C �C2 NOC INC NOC NC NO`C1. �1 �� 2 T+ 3 } 4-4 MAXIMUMSENSOR OUTPUT RATING 15 VOC .1.1.1.1 • 1 . I • 1 . 1 • 1 • 1 • 1 • RELAY RATINGS FROM C CONTACTS (• • • • I • • • I • 15 AMP 9 ® 0 0 0 0 0 0 0 0 0 0 0 120 VAC, 2A MAX OR 24 VOC, 2A MAX0 1 000000TANK LEVEL 0 PROBE INTERFACE GAUGES MODULE NOTE: THE SCOPE OF WORK ON THE VEEDER ROOT SYSTEM IS TO ADD TWO DISPENSER SENSORS. Veeder Root Console DOWER AEA GROU\D m e e Imp 8 16 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 15 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 1A MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 13 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 12 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 7 DIESEL ADDITIVE FILL/TURB 8 ® 11 MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 1 DIESEL 2 SPARE 3 SPARE 2 REG. UNL A FILL 10 MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 1 REG. UNLEADED #1 2 REG. UNLEADED #2 3 PREM. UNLEADED #1 MODULE TYPE: PROBE INTERFACE MODULE 9 MODULE TYPE: 4—RELAY OUTPUT MODULE POSITION RECORD: 1 CONT. ENCLSR. VR REMOTE ALARM 2 GAS ADDITIVE TURBINE 3 DIESEL ADDITIVE TURBIN 4 SPARE NEW GROUND 0 a 3 PREM. UNLEADED VEEDER—ROOT NOTE: CONTRACTOR TO DOWNLOAD AND PRINT EXISTING ALARM HISTORY & SENSOR SETUP PRIOR TO STARTING ANY WORK ON THE EXISTING VEEDER—ROOT PANEL. PLACE PRINTOUT INTO EXISTING "DESIGNATED OPERATOR" BINDER IN THE CONTROLLER ENCLOSURE. B New Veeder Root Console Module Configuration NOT TO SCALE: TR \SCALLY—SAFE AREA GROU\D e e 8 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 7 MODULE TYPE: PLLD INTERFACE MODULE POSITION RECORD: TURBINE PLLD 1 REG. UNLEADED #1 5 SPARE 2 REG. UNLEADED #2 6 SPARE 3 PREM. UNLEADED #1 4 DIESEL NEW 6 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: ADDITIVE TANK SENSORS 1 DISPENSER 15/16 5 DISPENSER 19/20 2 ADDITIVE ANNULAR 6 SPARE 3 ADDITIVE TURBINE SUMP 7 SPARE 4 DISPENSER 17/18 8 SPARE 5 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE/DISPENSER SENSORS 1 PREM. UNL TURB 5 DISPENSER 7/8 2 DISPENSER 1/2 6 DISPENSER 9/10 3 DISPENSER 3/4 7 DISPENSER 11/12 4 DISPENSER 5/6 8 DISPENSER 13/14 ® MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE/FILL/ANNULAR SENSORS 4 1 GAS ADDITIVE ANNULAR 5 DIESEL TURB 2 GAS ADDITIVE FILL/TURB 6 DIESEL ADDITIVE ANNULAR 3 DIESEL ANNULAR 7 DIESEL ADDITIVE FILL/TURB 4 DIESEL FILL 8 SPARE 3 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE/FILL/ANNULAR SENSORS 1 REG. UNL A ANNULAR 5 REG. UNL B FILL 2 REG. UNL A FILL 6 REG. UNL B TURB 3 REG. UNL A TURB 7 PREM. UNL ANNULAR 4 REG. UNL B ANNULAR 8 PREM. UNL FILL 4D 2 MODULE TYPE: PROBE INTERFACE MODULE POSITION RECORD: TANK LEVEL GAUGES 1 DIESEL 2 DIESEL ADDITIVE 3 SPARE 4 SPARE 1 MODULE TYPE: PROBE INTERFACE MODULE POSITION RECORD: TANK LEVEL GAUGES 1 REG. UNLEADED A 2 REG. UNLEADED B 3 PREM. UNLEADED 4 GAS ADDITIVE GROUND 0 m Module Configuration PERMIT RELEASE V) 0 TUKWILA, WA 91406 COSTCO GASOLINE FACILITY #006 W CA MASTER RELE J N h CD j C39> SUBMERSIBLE (STP) PLUG -ORANGE CONNECTOR BI ACK RED 13LACI I1, SINGLE PHASE MOTOR OIL FILLED CAPACITOR (W/BLEED RESISTOR) THERMAL OVERLOAD DIESEL ADDITIVE BATCH ADDITIVE SOLENOID VALVE PANEL AT DIESEL TANK noon 0 000 000 000 PMVT OVAL GEAR FLOW METER LI SOLENOID VALVE 24 VOLT DC ONLY Lri x-110 OW VAC (_BLACK) -1 WIRINGOLTAGE 11 DISCONNECT ~wofX RED R1 BLACK COM RED R1 BLACK CO 160 STP—CBS LOCKOUT SWITCH BLACK 168 MAINTENANCE SWITCH X110 VAC (BLACK) NEUTRAL (WHITE) GROUND (GREEN) NEON PILOT LIGHT SQUARE D IpaCS PANEL (I54> J J 20A 2 Pole BREAKER ADDED TO PANEL A 20A 1 Pole BREAKER ADDED TO PANEL A • 0 L1 0 0 U 3KVA UPS (E) MOUNTED ON DINRAIL , , rT.TT.T .r_T.TT.Ta. 17:1A..1 -um t!J still GROUND ►1 TO CPN FIELD WIRED NEUTRAL UPS TERMINAL BLOCK 1 LAM Itel TO CPN FIELD WIRED 30A BREAKER IN PANEL A Lb o NEUTRAL BAR GROUND z LU w AGROUND-) L2 (RED) L1 (BLACK) NEUTRAL (WHITE) J DEDICATED RECEPTACLE FOR DATA DISCONNECT POWER VEEDER ROOT PANELK49) 4—RELAY OUTPUT MODULE 1-1—C--17C2 22 3-3 4-4 INC NO C NC NO C I NC NO C I NC NO C I • • • • • • • • • • • • BLACK BLACK RED M2 (ORANGE) M1 (BLACK) GROUND (GREEN) a1 Positive Shutdown Die —_) NOT TO SCALE: el Wiring Diagram NOTE: ALL ELECTRICAL WIRING MUST CONFORM TO LOCAL ELECTRICAL CODES. ROUTE (REL BLACK) THRU VEEDER-ROOT FROM BATCH PANEL TO STP -CBS. E -STOP NOTE: THE EXISTING SQUARE D IpaCS PANEL SYSTEM HANDLES ALL E -STOP FUNCTIONS FOR TURBINES THRU CONTACTORS. BY WIRING THE NEW UST ADDITIVE TURBINE, DATA DISCONNECT AND ADDTIVE BATCH CONTROL PANEL THRU NEW CONTACTORS THAT ARE TIED INTO THE EXISTING E -STOP SYSTEM, THE E -STOP FUNCTION OF THE ADDED SYSTEMS IS ACCOMMODATED. POSITIVE SHUTDOWN NOTE: SENSOR POSITIVE SHUTDOWN OF ADDITIVE TURBINE IS ACCOMMODATED BY WIRING THE HOOK CONTROL FROM THE ADDITIVE BATCH CONTROL PANEL TO THE STP -CBS, VIA THE VEEDER ROOT PANEL, LANDING ON THE EXISTING 4 -RELAY OUTPUT MODULE. OUTPUT MODULE CHANNEL WIRED "NORMALLY OPEN" AND IS PROGRAMMED "NORMALLY CLOSED" AND WHEN SENSOR IS IN ALARM, THE HOOK SIGNAL FEED TO THE STP -CBS IS BROKEN. Not Used E - NOT TO SCALE: _ NOT TO SCALE: I.S. BARRIER CONNECT BLACK WIRE TO THE WHITE WIRE AND RED WIRE TO THE GREEN WIRE AT THE OVAL GEAR FLOW METER. 0405 06 07 8888 08 09 10 11 It1888 12 13 14 15 8888 16 17 18 19 888 20 21 22 888 2601 2501— 2401 23M in a ce Il I 11 REL - VEEDER ROOT/STP-CBS TO OVAL GEAR FLOWMETER (RED) R1 III I 1 11 INCOMING 120V POWER I1 II lI R1 -DIESEL R2 -SPARE R3 -SPARE R4 -SPARE ADDITIVE BATCHING UNIT INTERIOR (FIELD WIRING CONNECTION DIAGRAM) BATCHING UNIT HOUSING DISPLAY W z F- o_ w OFF 03 LO0 o_ N w -J > LJ L I LJ LJ 3/4"C, 2 #14 + (1) #12 GND PANEL "A" VIA UPS 3/4"C, 2 #12 + (1) #12 GND EXISTING VEEDER ROOT PANEL STP CBS ADD F 3/4"C, 2 #12 + (1) #12 GND 39 3/4"C, (1) BELDEN LOW VOLTAGE WIRING DISCONNECT CABLE #88760 3/4"C, 2 #14 + (1) #12 GND ADDITIVE TANK (60> TURBINE CONTROLLER ADDITIVE TANK TURBINE ADDITIVE TANK FLOW METER 3/4"C, 2 #10 + (1) #10 GND TANK #1 58 SOLENOID VALVE EXPLOSION PROOF JUNCTION BOX AT FILL SUMP (TYP) DIODE SEE NOTE TO LOW VOLTAGE BLACK (COM) WIRING RED (R1) DISCONNECT IN CONTROLLER ENCLOSURE DIESEL TANK SOLENOID VALVE Diesel Additive System Wiring E NOT TO SCALE SOLENOID WIRING CONNECTION DIAGRA NOTE: DIODES ARE SHIPPED LOOSE AND ARE PACKAGED WITHIN THE BATCH CONTROLLER V V) 0 y U Q W 0 z W E 0 0 J W U) W 0 0 0 © — c 0 0 Q W 0 Z co 44f O 0 — Ft? 0 o41- 0 cn0 U ADDITIVE CONTROLLER PANEL 151 0000 0 000 000 000 000 T V P V LJ u LJ u HOOK SIGNAL TO STP—CBS VIA VEEDER ROOT TO FLOW METER IN ADDITIVE TANK TO SOLENOID VALVES IN GASOLINE TANKS VIA LOW VOLTAGE WIRING DISC. 120V UPS POWER 4:), Diesel Additive Batch Controller —5J NOT TO SCALE MASTER RELEASE W J N U) > CO Jct 0a W 0 J Q U of 0 a) Q CO U - 0 U N 0 0 0 z 0 0 z cn LL m 0 2 Y U U U N 0 0 N 0 Q) 0 0 w Z LL.I 0 Z U) N CO N N C.0 r— N 251-8782 FAX .0 0 0 00 N LJ c5 Q 0 0 0 Co 0 N E 1- 0 0 0 m W 0 CO Co N 0 .N 0 0 x w "r 0 0 i 0 0 C C7 E 0 CO Co 0 0 0 0 1