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_,v _,v CUENT� 7Z1-\ -77 TANK AND PIPING INSTALLATION SCOPE bp .......... --------- ------- ........ ........... _1 _,__"_T2&_Q_ 1 -7-LLV,6 ,/\\, -__ _11",^__ FL,M"L4 GENERAL: 'VATION. START WITH 18" MINIMUM DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST DISPENSER SCOP E OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS, THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MATERIALS TO CONTRACTOR TO CALCULATE TOP OF' TANK ELE COMPLETE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REQUIRED BY PROJECT DOCUMENTS PROVIDED AND SLOPE 1/4' PER FOOT MAXIMUM TO 1/8" PER FOOT MINIMUM. ADD 12" AT THE TANK. ADD 13" (FOR 3" PIPE) OR 8" (FOR 2") FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES. SET' TANKS 6" DEEPER THAN CALCULXTED AS PRECAUTION. IN NO EVENT SHALL, TO THE CONTRACTOR. THE TANK BE BURIED LESS THAN 4'--0" BELOW FINISIdED GRADE OR DEEPER THAN 7'--0" BELOW FINISHED GRADE. SEE MANUFACTURERS WHERE THESE DRAWINGS DIFFER FROM LOCAL. REGULATIONS, LOCAL REGULATIONS WILL SUPERSEDE THESE DRAWINGS IF THEY ARE MORE STRINGENT, INSTALLATION INSTRUCTIONS FOR MINIMAL 'TANK BURY WHEN DEADMEN ANCHORING IS NOT PROVIDED, ANY VARIATIONS IN SLOPE FROM 1/4" PER NOTE: FOOT SHALL BE REPORTED TO OWNER'S ENGINEER, THESE GUIDELINES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT' PIPING. REFER TO BALANCE OF' SITE SPECIFIC DOCUMENTS/ DRAWINGS FOR SPECIFICAFIONS REGARDING CONCRETE/ASPHALT INSTALLATION, ELECTRICAL REQUIREMENTS, AND SANITARY & STORM SEWERS CONTRACTOR -10 EXCAVATE TANK HOL.E. CONTRACTOR SHALL ADHERE 10 O,S,I-I.A. STANDARDS ON EXCAVATIONS, CONTRACTOR MAY SELECT ANY OF INSTALLATION. THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALL, NECESSARY PROTECTIVE BARRICADES. WHERE MULTIPLE VERSIONS OF 'THE SAME SHEET EXIST, INSERT SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL "TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART' P, OSHA THE SHEE'T' APPROPRIATE FOR 'THE SPECIFIC S-FATION LJ\YOUT. STANDARDS -- EXCAVATIONS; FINAL., RULE OCTOBER 1, 1989. WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AN ENGINEERED SHORING PLAN UTILIZING INTERLOCKING STEEL SHEET' FILING SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL. DIMENSIONS, PROPERTY LINES, ELEVATIONS AND ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE -THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. EQUIPMENT LOCATIONS GENERAL CONTRACTOR SHALL, OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF "TRENCHES 5'-0" OR MORE ALL DIMENSIONS AND CONDITIONS SHALL., BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. BE CALLED TO "THE ATTENTION OF' THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS, 'TANK ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT SHOWN ON THESE DRAWINGS MUST' BE REVIEWED AND APPROVED BY BURIAL DEPTH FIELD DIE-TERMINED TO PROVIDE FOR 1/4" (1/8" PER FOOT MIN,) PER FOOT FOR STAGE 11 VAPOR RECOVERY PIPING & 1/8" THE OWNER'S REPRESENTATIVE OR HIS AGENT, -THE BP PROJECT MANAGER, IN CHARGE OF THE PROJECT, ALL, CHANGES MUST BE REVIEWED WITH MINIMUM PER FOOT FOR PRODUCT PIPING SLOPE BACK FROM DISPENSERS TO TANK. THE MARKETING FUELS MANAGER. TANK STABILITY BUOYANCY CALCULATIONS: ARCO !-HE CONTRACTOR IS REQUIRED TO FURNISH AS BUILT DRAWINGS TO LOCAFE TANKS AND PIPING AS INSTAL LED AFTER THE COMPLETION OF THE -TANK STABILITY SHALL BE RE--CHECKED AGAINST FLOATATION BY INSTALLING CONTRACTOR. SEE BUOYANCY CALCULATIONS ON TANK DETAILING SI-LEETS, PROJECT. TANK ANCHORING: OP WEBT OOAST PTIODUCTA U.0 TANK INSTALLATION: CONTRACTOR -TO INSTALL MANUFACTURER SUPPLIED TANK HOLD DOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, I-OCAL REGULATIONS, OR SPECIFIED BY SITE ENGINEER/DESIGNER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER, WHEN STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS TANKS WITH COMPLETE NEEDIER ROOT" TLS--350 PLUS -TANK AND PIPING REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AtJTHORITY HAVING JURISDICTION. ANCHOR & STRAPS TO BE INSTALLED ACCORDING -To -TAIL.S FOR TANK SIZES AND PRODUCT PIPING INSTALLATIW 'TIONS� MONITORING AND ALARM SYSTEM. 'TANKS TO BE SET MIN, 48" BELOW FINISH GRADE. SEE SITE SPECIFIC INSTALLATION DF MANUFACTURER'S INSTRUC koHA(jo W@A9AXNT: INS-TALL -TOP AND BOTTOM SLAB AND SLAB PIER SUPPORT SYSTEM PER NYC STANDARDS. ** ALTERNATE ANCHORING BY USE OF A CONCRETE ANCHORING SLAB IS PERMITTED. WHEN GROUNDW/VTER LEVEL IS ANTICIPATED TO BEE STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS PRODUCT PIPING, CONNECTORS, VALVES AND FITTINGS IN TANK AND DISPENSER ARCO BRANDED VARIANT: DUAL FILLS AND STAGE I VAPOR RETURNS TO BE INSTALLED ON 20,000 GALL-ON TANK ONLY. WITHIN 5 F_T� OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR DIRECTION ON ANCHORING METHOD TO BE USED SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS. PRODUCT PIPING TO BE N.O,V. RED THREAD IIA, 2" INSIDE 3" _AL (DEADMAN OR ANCHORING SLAB) AND SUCH SHALL BE INST -LED ACCORDING TO MANUFACTURER'S RECOMMENDATION. DIAMETER AS INDICATED ON SITE SPECIFIC FUELING PLAN, ALL PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JULY 2005 TANK SIZING GUIDELINES: SPECIFIC BUSINESS UNIT TANK SIZE REQUIREMENTS ARE RECOMMENDED, TANK SIZING MODELS CAN BE RUN BY CONTACTING FUEL SYSTEM DESIGN PERFORMANCE STANDARDS, AND SHALL BE COMPATIBLE WITH ETHANOL, INCLUDING BUT NOT LIMITED -TO "FLEX FUEL" (85% ETHANOL 15% GASOLINE). MANAGER --- AMERICAS. PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE LINE LEAK DETECTORS (PLLD) ON 'TURBINES ANT) WITH LIQUID LEAK MONITORING SENSORS LOCATED IN TURBINE PIPING SUMPS ATTACHED '10 TANKS WIRED FOR TURBINE SHUT DOWN, PRODUCT PIPING IN -TURBINE SUMPS, AND PRODUCT 0 LOCATION OF TANKS AND ASSOCIATED EQUIPMENT ON PROPERTY: FINAL FACILITY EQUIPMENT' LOCATIONS INCLUDING PLACEMENT' AND ORIENTATION OF' TANKS, EMERGENCY SHUTOFF SWITCHES, OVERFILL, ALARMS (IF PRESENT-) TO BE APPROVED BY BP DISTRIBL,JTION PRIOR PIPING CROSS CONNECTION MANIFOLDS BETWEEN SUMPS ARE TO ENTER THE SAME SIDE OF THE SUMP IF POSSIBLE, IF PRODUCT PENETRATION TO SLIBMI-ITAL FOR PERMITS TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS. THE FILTER FABRIC: 11' IS THE CONTRACTORS RESPONSIBILITY -TO PROVIDE FOR THE INS'FAI-LXFIONI OF FILTER FABRIC (DUPONT TYPAR OR MIRAFI ENTERS ON BOTH SIDES OF SUMP DUE -TO FIELD CONDITIONS, T`FIEN DUAL SENSORS AT TURBINE SUMP MAY BE REQUIRED TO BE INSTALLED BY 61 GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING APPROVED TANK AND EQUIPMENT LOCATIONS HAS BEEN DOCUMEN'TED W/ BP 50OX) WHICH IS REQUIRED FOR WET HOLE INSTALLATIONS ONLY. FABRIC MUST- EXTEND 1' ABOVE MAX, HIGH WATER I-ABLE AND MAY BE LOCAL REGULATIONS, IF THE BP PROJECT MANAGER DETERMINES THAT THE ALL THE PIPING ENTRIES NOTED ABOVE COULD HAVE BEEN MADE TO "THE DISTRIBUTION, -THE SITE ENGINEER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER PRIOR TO THE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. SAME SIDE OF THE SUMP, -1-1-IEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING CONTRACTOR. PIPING TO BE N G COMMENCEMENT OF WORK. )kE_j�_IjQj.F__DAL-A.;LT [�TlQjjz INSTALLED WIFH A SLOPE OF 1/8" PER FOOT MINIMUM TO TANKS UNLESS APPROVED BY OWNER. CONTRACTOR TO INSTALL TRACER -TAPE WITH J�N K..S L __D:- SHALL.;BE UNDERWRITERS LABORATORY APPROVED LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS WATER IS THE SUITABLE MEDIUM FOR BALLAST DURING WET HOLE TANK INSTALLATIONS. A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY VENT PIPE PRODUCT PIPING PER TRENCHING DETAILS. PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL FRP ENTRY FITTINGS. TESTING OF 18215 72ND AVENUE SOUTH AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF MUST BE INSTALLED BY THE CONTRACTOR, IF WATER IS USED TO BALLAST TANKS, THE WATER IS 1-0 BE COMPLETELY PUMPED OUT & MOPPED DRY IN PRODUCT' LINES SHALL BE PERFORMED PRIOR "TO BACK FILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. SEE SITE SPECIFIC DETAIL. KENT, WA 98032 FIBERGLASS REINFORCED PLASTIC (FRP), INSTALLATION OF TANKS AND PIPING SHALL BE IN ACCORDANCE WITH U.L. LISTED MANUFACTURER'S ORDER TO PROTECT FUEL INTEGRITY, CONTRACTOR IS REQUIRED TO COORDINAI'E BALLASTING OPERATIONS WITH OWNER'S REPRESENTATIVE OR HIS AGENT, SHEETS FOR INSTALLATION DETAILS. (425)251 -6222 INSTRUCTIONS, INSTALLATION SHALL CONFORM TO NFPA-30/30A AND ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. TANKS SHALL THE BP PROJECT' MANAGER, IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE (425)251---8782 FAX ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE' STATE IN WHICH "THE TANKS ARE TO BE INSTALLED AND BY THE 'TANK FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALLASTING MEDIUM UNDER THE REGULATIONS OF THE GOVERNING ***NOTE*** "FIBERCAST SYSTEMS" PIPING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL AND SHALL ONLY BE INSTALLED BY MANUFACTURER, AUTHORITY. QUALIFIED INSTALLERS CERTIFIED BY "THE MANUFACTURER. CML ENGINEERING, LAND PLANNING, THE UNDERGROUND STORAGE 'TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED, ALL CONTINUOUS MONITORING BKK_0 I L CALIFORNIA VARIANT: IN ADDITION TO THE ABOVE, PIPING TO BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB--2481 SURVE)ING, ENVIRONMENTAL SERVICES DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE, PEA GRAVEL SHALL CONSIST OF NA`TURALLY ROUNDED AGGREGATE, REQUIREMENT'S ALL MATERIALS USED IN THE INSTALLATION SHALL. BE COMPAFIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY MINIMUM 1/8" AND MAXIMUM 3/4" SIZE. FREE OF' CLAY, SLAG, CINDERS, OR DEBRIS, ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND -(gj—VE A-ATION: NO� DA TE REMSION DESCRIP11ON RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. OWNERS FIELD REPRESENTATIVE. __N�L PIPING INSTAI 77 02/25/16 Km REV"CMINTS METHANOL COMPATIBILITY: FOR ALL. METHANOL. COMPATIBLE STORAGE SYSTEMS, ALI. READILY ACCESSIBLE COMPONENTS SHALL BE METHANOL STANDARD: CONTRACTOR TO INSTALL 2" INDIVIDUAL DOUBLE WALL FIBERGLASS VENT FlIPING, CONNECTORS, VALVES AND FITTINGS ON TANKS AS --- NO MORE THAN 5% (BY WEIGHT') MAY PASS THE #8 SIEVE FOR BACK FILLING NONMETAL LIC TANKS WITH A 96% TO 98% FREE FALL COMPACTION. DRY INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A - AL '10/4/16 AGENCY/OWNER REV'S COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE, PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBIC FOOT IS REQUIRED. SUPPLY QUARRY CERTIFICATION MEETING ASTM C-33, PARAGRAPH 9.1 CHANGE OF DIRECI-ION OF 30 DEGREES OR MOIRE IN ORDER TO PROVIDE MECHANICAL. FLEXIBILITY PER CODE REQUIREMENTS, CONTRACTOR TO 10/27/16 AGENCY RM BIO-DIESEL COMPATIBILITY: CURRENTLY AT THIS TIME, NO TANKS ARE LISTED FOR BIO-DIESEL SERVICE APPLICATIONS, REQUIREMENTS, INSTALL I-RACER TAPE WITH VENT PIPING PER "TRENCHING DETAILS, PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH SINGLE WALL ENTRY BACK FILLING OF "TANK EXCAVATIONS SHALL BE PROVIDED IN I.-IFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. FITTINGS. VENT PIPING SHALL. BE DESIGNED AND INSTALLED FOR SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS. FOR I-ONG PIPING RUNS 1/8- A4 ............------------------------------------------------------ INITIAL -TANK 'TESTING: PRODUCT, VENT, AND VAPOR PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" BED OF COMPACTED PEA GRAVEL. BLOCKS, PLANKS, PER FOOT IS ACCEPTABLE. A\ CONTRACTOR SHALL COMPLETE ALL "TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS. CONTRACTOR SHALL COMPLETE ALL OR OTHER DEBRIS SHALL NOT BE USED 'TO SUPPORT' PIPING IN FINAL INSTALLATION. CONTRACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK AS DETAILED ON THESE PLANS, TERMINATION POINT OF "FANK VENTS TO BE A\ WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER, NOTE: UNDER NO CIRCUMSTANCES SHALL- DIRT, PAVING MATERIALS, WOOD, OR OTHER CONSTRUCTION DEBRIS BE ALLOWED TO REMAIN IN TANK AND A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILl' UPON, VENT RISERS - ---------------------- IMMEDIATELY BEFORE INSTALLAIION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED. HYDROSTATICALLY MONITORED DOUBLE WALL. TANKS PIPE EXCAVATIONS. SHALL BE INSTALLED IN ACCORDANCE WITH NFPA--30, INTERNATIONAL AND UNIFORM FIRE CODE REQUIREMENT'S AND CARB EVR REQUIREMENTS. A SHALL BE TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS BY: U2 __A,NNULA.,R SPACE HYDROSTATIC MONITOR-.--AND RISER INSTALLATION: ---------------- CONTRACTOR TO INSTAL L -TWO (2) 1- SPARE CONDUITS FROM VENT STACK TO INTRINSICALLY SAFE WIREWAY IN BUILDING FOR FUTURE TANK SYSTEM * INSPECT AND ADJUST RESERVOIR LEVEL. STANDARD: CONTRACTOR TO INSTALL. 4" FIBERGLASS RISER AND VEEDER ROOT HYDROSTATIC SENSOR AT" TANK ANNULAR SPACE LOCATION NOTED DIAGNOSTICS. * VISUALLY INSPECT "THE "TANK EXTERIOR FOR COLORED MONITORING FLUID ��,6N THE PLANS PER MANUFACTURERS INSTRUCTIONS. ........... ------ .................. ........ * PRESSURIZE THE PRIMARY TANK TO 5 PSI AND SOAP 'TEST ALL FITTINGS, DO NOT PRESSURIZE THE ANNULAR SPACE ............ ............................. ............. �v v "v v CONTRACTOR TESIING OF VENT LINES SHALL BE PERFORMED PRIOR "TO BACK FILL, PRIOR -TO PAVING AND BEFORE STATION OPERATION. SEE SITE * VISUALLY INSPECT "THE 'TANK INTERIOR FOR ACCUMULATION OF COLORED MONITORING FLUID, (.��ANK -SL j M P" INSTAL,.J.-ATI"ON: SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. ***NOTE*** HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY TANK INTEGRITY PRIOR TO INTRODUCING BALI-AST INTO TANKS. STANDARD: CONTRACTOR TO INSTALL 42" DIAMETER FILL SIDE & 48" DIAMETER TURBINE SIDE FIBERGLASS POLYSIDED SUMPS ON TANKS PER VENT PIPING SPECIFICATION: MANUFACTURER'S INSTRUCTIONS, NOTE THAT "THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER "TO FACILITATE CORRECT PIPING SEAL INSTALLATION INTO 'THE SUMPS. SEE ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS, TANKS AFTER APPROVAL BY BP FILE[) ENGINEER. ALL. TANKS DAMAGED IN FIBERCAST SYSTEMS: DOUBLE WALL SIZE OVER SIZE RED THREAD 11 PIPING AND FITTINGS. USE ONLY FIBERCAST SYSTEMS ALCOHOL COMPNTIBI-E IF REP fl� jANK 1 PIPING AND FITTINGS SHALL BE UL--971 LISTED IN COMPLIANCE WITH -THE JULY 2005 PERFORMANCE STANDARDS. ON L. --$; 11' IS ALLOWABLE TO FIELD REPAIR DAMAGED ..LQ__-A- _Q F ADHESIVES. Al TRANSPORT OR OFF LOADING OPERATIONS SHALL BE FIELD REPAIRED BY A 'TANK MANUFACTURER'S CERTIFIED FIELD SERVICE REPRESENTATIVE. TANK -IALL BE DOCUMENTED. COPIES OF ANY AND Al MANUFACTURER SHALL RE--CERTIFY REPAIRED TANKS FOR USE, ALL FIELD SERVICE WORK Sl 1 FIELD SERVICE DOCUMENTATION SHALL BE PLACED IN THE PROJECT FILE AND INTO OWNERS OPERATING FILE, PIPING 'TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL. ONLY BE INSTALLE'D BY QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER, PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND INSTALL. CHRIS M� TFB TANK MEASUREMENT2 CALIFORNIA: 42" DIAMETER FILL SUMPS TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISPENSER SUMPS. C&,3 144, REQUIREMENTS. TERNAL. SIZE OF THE TANK "TO MATCH WITH MANUFACTURER SUPPLIED SHOP MEASUREMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTIVITIES� 1, VERIFY THE EX 'TRANSFER THE SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITION OF TANK TO THE AS--BUIL3 PLAN. 2, "TRANSFER 'TANK DIMENSIONAL AND PRODUCT INFORMATION TO -THE DATA SHEET IN THE TANK GAUGE CONSOLE. ..(ILIA�LK LEVEI_ GAUGE OVER FI.-OW PROTECTION: 3. PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. STANDARD: CONTRACTOR TO INSTALL VEEDER ROOT MAGNOSIRICTIVE PROBE LEVEL GAUGE AT LOCATION NOTED ON PLANS PER MANUFACTURER'S v "TANK DEFLECTION MEASUREMENT PROCEDURE: INSTALLATION INSTRUCTIONS. DEFLECTION MEASUREMENT BEFORE AND AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE OVERFLOW PROTECTION: LIST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFI.-OW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND CALIFORNIA: VENT PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB--2481 REQUIREMENTS WITHIN MANUFACTURER'S TOLERANCES, ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. IS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR LIST OVERF'ILL REQUIREMENTS. AN OVERFILL. ALARM AND ACKNOWLED(3E SWITCH TIED INTO -THE VEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM, THE MONITORING SYSTEM PROVIDES ---------- -TO THE 90% LEVEL,. _Ll _L-j�POR RECOVERY PIPING INSTALLATION AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED STANDARD: CONTRACTOR TO INSTALL 3" DOUBLE WALL FIBERGLASS STAGE 11 VAPOR RECOVERY HEADER, CONNECTORS, VALVES AND FITTINGS TO THE -TALLATION- LOWEST OCTANE GRADE AS INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS, NOTE THAT THE 1ST CONNECTION FROM STAGE L5�_EILL &�[D STAGE I VAPOR RECOVERY INS 1. 11 VAPOR RECOVERY HEADER TO LOWEST OCTANE -TANK SHALL BE 3", ALL OTHER CONNECTIONS -TO ADDITIONAL TANKS SHALL BE MADE Wm-I 2". STANDARD: CONTRACTOR TO INSTALL 4" GALVANIZED FILL AND STAGE I VAPOR RECOVERY RISERS, CONTRACTOR TO INSTALL DROP TUBE ASSEMBLY. CONTRACTOR TO INSTALL 3" -TO 2" REDUCING TEES WHERE HEADERS BRANCH "TO DISPENSERS. MAXIMUM (2) DISPENSERS PER 2" BRANCH. DOUBLE WALL WITH OVERFILL PREVENTION DROP TUBE, CONTRACTOR TO INSTALL VENT AND STAGE 11 FLEX CONNECTORS AND FRP ADAPTERS. LOCATE AND CUT CONTRACTOR TO PROVIDE AT LEAST 4 FED" OF PIPING RUN BEFORE A CHANGE OF- DIRECrION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE FRP TANK I,D,="A" PENETRATIONS INTO SUMPS FOR THE ROUTING OF' VENT AND STAGE 11 VAPOR PIPING INTO TURBINE SUMPS AND MAKE CONNECTIONS TO VENT AND MECHANICAL FLEXIBILITY PER CODI� REQUIREMENTS, CONTRACTOR TO INSTALL TRACER TAPE WITH VAPOR PIPING PER TRENCHING DETAILS, DOUBLE WALL VAPOR PIPING FIBERGLASS PIPING, CONTRACTOR TO INSTALL DOUBLE SIDED PENETRATION ENTRY 1300TS FOR ALL ENTRIES INTO SUMPS, CONTRACTOR DEVELOPMENT INFORMAPOW F TAN K 1,D B TO INSTALL STATIC GROUNDING SYSTEM AT ALL FILL AND VAPOR RISERS PER INSTALLATION DETAILS SHOWN ON SHEET G,0,7, PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL ENTRY FITTING& STAGE 11 VAPOR RECOVERY PIPING SHALL BE DESIGNED AND 'RP INSTALLED FOR 1/4" PER FOOT MINIMUM SLOPE BACK TO TANKS, AT LARGE SITE LAYOUTS, 1/8" PER FOOT MINIMUM IS ACCEPTABLE IF IT AVOIDS ARCO NT 1-11� T OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP CONTRACTOR "TO INSTALL GARB APPROVED STAGE I MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS. INSTALL PRODUCT AND FILL ADAPTERS AND USING A KNOCK OUT SUMP (VAPOR POT) OR HAVING EXCESSIVE TANK DEP CONSUL CAPS. SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PLAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS. PROJECT MANAGER, WHERE DISCREPANCIES OCCUR, 3000 am/pm CONTRACTOR TESTING OF STAGE II VAPOR I-INES SHALL BE PERFORMED PRIOR TO BACK FILL, PRIOR 'TO PAVING AND BEFORE STATION OPERATION, FUEL CANOPY SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW, w/ 6 MPD's STAGE 11 PIPING SPECIFICATION: BEFORE BACK FILL. AFTER BACK F1 LL FIBERCAST SYSTEMS: SIZE OVER SIZE RED THREAD 11 PIPING AND FITTINGS. USE ONLY FIBERCAST SYSTEMS ALCOHOL. COMPATIBLE ADHESIVES. ALL _�1TE"ZI)RIESS. TANK INSPECTION AND INSTALLATION - DEFLECTION MEASUREMENT ARCO BRANDED: DUAL FILLS AND DUAL STAGE I VAPOR RETURNS ARE TO BE INSTALLED IN CUSTOM MULTIPORT "QUAD" MANHOLE ON THE 20,000 PIPING AND FITTINGS SHALL BE LJL-971 LISTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS. DIPSTICK PREPARATION GALLON TANK ONLY. VENT AND STAGE 11 TANK CONNECTION AND VENT AND VAPOR PIPING IS INSTAL LED IN THE FILL SIDE SUMP PER DETAILS, ESCALON AVE-WE DRIVE A SMALL HEADED, NON---SPARKING (E.G. BRASS) NAIL HALFWAY INTO A WOODEN DIPSTICK, I INCH PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE s FU*AY t2O ABOVE ITS BASE, MANUFACTURER, PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE -THAN 30 DEGREES AND INSTALL ESCAI-OR CA ,�,_ TURBINE INSTAI LAT 10 N: FION AT THE TANK SUMPS, AND DISPENSER SUMPS. FIRST DIAMETER READING (PRIOR TO BACK FILL) FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNEC 1. PLACE THE DIFISTICK INTO A SERVICE FITTING. STANDARD: CONTRACTOR "TO INSTALL FIE PETRO IST 2 HP VARIABLE SPEED -TURBINES AND PIPING CONNECTION VAI_VES AND F-11-TINGS IN TANK 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE -TOP OF THE FITTING. SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS. ALL PRODUCT LINES TO TURBINES 'TO BE EQUIPPED WITH 3 GPH ELECTRONIC I INE LEAK FACILITY # TBD 1 PULL THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK. DETECTION, LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK DETECTION PRIOR TO START UP, CONTRACTOR TO PROVIDE "TEST DATA AT 4, MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE FMING. SUBTRACT. 1 THE TIME OF' PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BINDER, ALL 'TURBINES ARE EQUIPPED WII'H STANDARD "R" CHECK VALVE AS A —6FSIGNED BY. ' AL AUJANCE ZOW INCH FROM THIS MEASUREMENT AND RECORD FHE DISTANCE. STANDARD FROM FACTORY. SET 'TURBINE INTAKES AT 5" FROM BOTTOM OF TANKS, TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS, 11 _11111111 -1--_---------------------- ----------- 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING "A" ON THE CONTRACTOR TO INSTALL- 1" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE), CONTRACTOR IS TO LABEL CALIFORNIk STAGE 11 VAPOR PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB-2481 MUM BY, ov BP REM --.1-1_—------------ INSTALLATION CHECKLIST, TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE "TO GO OUT WHEN "TURBINES ARE OFF OR REQUIREMENTS. ALL CONNECTIONS TO THE TANKS SHALL BE MADE WITH 3", DRAWN BY: AL AUJANCE M LOSE POWER. IST PUMP CONTROLS ARE TIED TO VEEDER ROOT' TLS--350 PLUS. SEE APPROPRINFE TURBINE CONFIGURATION AND PROGRAMMING SECOND DIAMETER READING (AFTER BACKFILL) SHEETS. THERE ARE (4) FOUR STAGE 11 EVIR WITH ISD DESIGN CHOICES 'THAT MAY BE INCORPORATED INTO -THE UST SYSTEMS IN CALIFORNIA. VERSION: V-12.0 PMUT NO� 1, PLACE THE DIPSTICK INTO A SERVICE FITTING WITH A STANDPIPE INSTALLED 'TO SUBGRADE, 1, VEEDER ROOT CARBON CANISTER VAPOR POLISHER WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISID COMPONENTS. 17223 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM 'TO THE TOP OF THE STANDPIPE. -AN AIR SEPARAFOR WITH HEALY VACUUM ASSIST HANGING HARDWARE AND VEEDER ROOT ISD COMPONENTS. '12/14/2015 SINGLE MASTER TURBINE CONRGURATIONS EQUIPPED AS NOTED ABOVE, SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. 2� HEALY CLF —7- 3, PULL THE DIPSTICK UP UN`lIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF' TANK. 3. VST ECS VAPOR PROCESSOR WITH VST BALANCE HANGING HARDWARE AND VEEDER ROOT ISD COMPONENTS. ITF 4. MEASURE -THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE STANDPIPE, SUBTRACT 1 4� VST BALANCE HANGING HARDWARE WITH FRANKLIN FUELING/HEALY CLEAN AIR SEPARATOR AND VEEDER ROOT ISD COMPONENTS, TANK AND PIPING INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE. 5. SUBTRACT' 'THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING "B" ON THE SEE GENERAL SHEETS G.O.6 SERIES DRAWINGS FOR DESIGN INTENT DETAILS ON THE ABOVE SYSTEMS, SCOPE OF WORK INSTALLATION CHECKLIST. AND GENER: AL NOTES CALCULATION AND COMPARISON (FIRP I OF 2) 1. SUBTRACT' READING "B" FROM READING "A", 7�4EFF NO, 2, COMPARE THIS VALVE "TO 'THE 'TABLE OF "MAXIMUM ALLOWABLE DEFLECTIONS" SHOWN ON THE "INSTALLATION CHECKLIST". 3. VERFICAL DEFLECTION IN EXCESS OF THESE VALUES INDICATES IMPROPER INSTALLATION AND VOIDS THE TANK WARRANTY, MAXIMUM DEFLECTION FOR 8'--0" TANKS 1 -1/4" MAXIMUM DEFLECTION FOR 10'-0" TANKS 1-1/2" G ,0 ,2ml