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TANK AND PIPING INSTALLATION SCOPE OF WORK : PAA TOP OR TANK ELEVATION• ARCO LARGE SITE VARIANT - IF SITE HAS 9 OR MORE MPDS, TWO (2) 2 HP VARIABLE SPEED TURBINES ARE TO BE INSTALLED IN THE PRIMARY
<br /> SCOPE OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS, THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MATERIALS TO CONTRACTOR TO CALCULATE TOP OF TANK ELEVATION. START WITH 18" MINIMUM DEPTH OF VAPOR RECOVER! UNE AT THE FARTHEST DISPENSER REGULAR UNLEADED TANK, THE REGULAR UNLEADED TURBINES SHALL BE SET UP AS "MASTER/SLAVE/SLAVE" AND THE CROSS CONNECTION DESIGN
<br /> COMPLETE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REWIRED 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 20) FOR A MANIFOLD BETWEEN TANKS SHALL BE OPENED ALLOWING ALL THREE TURBINES TO SERVE THE ENTIRE SITE
<br /> TO THE CONTRACTOR. CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES. SET TANKS 6" DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SEAL �i
<br /> THE TANK BE BURIED LESS THAN 4'-0" BELOW FINISHED GRADE OR DEEPER THAN 7'-O" BELOW FINISHED GRADE. SEE MANUFACTURERS Architectural
<br /> 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 Solutions Group
<br /> NOTE' FOOT SWJl BE REPORTED 70 OWNER'S ENGINEER. STANDARD: AHE! C�F�GFlC TANK CONFlGURA70N SHOWS MULTIPLE TANKS FOR IDENTICAL PRODUC S. CONTRACT
<br /> 7 ALL 4" OVER 3'
<br /> THESE GUIDELINES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT PIPING. REFER TO BALANCE OF SITE SPECIFIC DOCUMENTS/ TANK EXCAMM DOUBLE WAIL FlBERGVSS UM11 NES AND PIPING HO14 V I FITTINGS AILS, TANKS. ALLY N FOR
<br /> PIPING AS LOW AS lass aennefl Rosa,
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<br /> DRAWINGS FOR SPECIFICATIONS REGARDING CONCRETE/ASPHALT INSTALLATION, ELECTRICAL REQUIREMENTS, AND SANITARY & STORM SEWERS CONTRACTOR TO EXCAVATE TANK HOLE. CONTRACTOR SHALL ADHERE TO O.S.HA STANDARDS N EXCAVATIONS, CONTRACTOR MAY SELECT ANY OF POSSIBLE IN SUMP. NOTE LIMBLATHON M SIPHON PIPE FIGHT N DETAILS. EIGHT DOWN FOR SMALLER DIAMETER sonfo Rosa. CA, vs4w
<br /> INSTALLATION. THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALL NECESSARY PROTECTIVE BARRICADES. TANKS. CONTRACTOR TO INSTALL VEEDER ROOTS FNC OPRIA KEIT CONDITIONS. SEE APPROPRIATE SITE SPECIFIC
<br /> DRAWINGS FOR INSTALLATION DETAILS.
<br /> SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P. OSHA NYC VARIANT: SIPHON PIPING IS NOT INSTALLED, SEE NRB TSEE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS.
<br /> STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1 , 1989. WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AN
<br /> ENGINEERED SHORING PIAN UTILIZING INTERLOCKING STEEL SHEET PIUNG SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING ARGO BRANDED VARIANT: CONTRACTOR 4" OVER 3" q BERGIASS SPH WNfi. SIPHON BREL( OPTION IS NOT
<br /> 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. INSTALLED. INSTALL SIPHON LOW M POSSIBLE IN SUM . 1 AT10N ON MAXIMUM SIP HO HEIGHT ON DETAILS.
<br /> SED ARCA,YT�.
<br /> EQUIPMENT LOCATIONS GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-O" OR MORE ADJUST HEIGHT SMALLER DIAMETER TANKS, SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALUTION
<br /> 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. r
<br /> BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REWIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS. TANK NIA VARUM: SIPHON PIPING L BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER M-2481 REQUIREMENTS y Q-
<br /> ALL REQUESTS TO ADD, DELETE, OR SUBSUME MATERIAL AND EQUIPMENT SHOWN N THESE DRAWINGS MUST BE REVIEWED AND APPROVED BY BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR 1/4" (1/8" PER FOOT MIN.) PER FOOT FOR STAGE 11 VAPOR RECOVERY PIPING & 1/8" (S) PRODUCT PIPING INSTALLATION:
<br /> 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 REN. 1 /31 / 19
<br /> THE MMKETING FUELS MANAGER, TANK STABILITY BUOYANCY CALCULATIONS*ATINS: STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS PRODUCT PIPING, CONNECTORS, VALVES AND FITTINGS W TANK AND DISPENSER
<br /> THE CONTRACTOR IS REQUIRED TO FURNISH AS-BUILT DRAWINGS TO LOCATE TANKS AND PIPING M INSTALLED AFTER THE COMPLETION OF THE TANK STABILITY SHAM. BE RE-CHECKED AGAINST FLOATATION (TY INSTALLING CONTRACTOR. SEE BUOYANCY CALCULATIONS N TANK DETAILING SHEETS. D�� SHOWN D �SITE SPECIFIC ON SITE SPECIFIC PLAN. ALL PIPING AND FITTINGS SHALL BE L DRALWNGS TO SUPPLY DISPENSERS, PRODUCT WUL 971 LISTED IG TO BE NOV,N COMPLIANCE WITH THE ED THREAD ILA, V JULY 2005 �J 7
<br /> PROJECT, TANK ANCHORING• N FDFCAUFO
<br /> ( 11 TANK INSTALLATION: CONTRACTOR TO INSTALL MANUFACTURER SUPPLIED TANK HOLD DOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, LOCAL PERFORMANCE STANDARDS, AND SHALL BE COMPATIBLE WITH ETHANOL, INCLUDING BUT NOT LIMITED TO "FLEX FUEL" (85% ETHANOL 15% GASOLINE). Sed
<br /> STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS TANKS YITi COMPLETE 'VEEDER ROOM TLS-350 TAMC AND PIPING MONRORRNG AND REGULATIONS, OR SPECIFIED Bt' SITE ENGINEER/DESIGNER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. WHEN PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE UNE IFWC DETECTORS (AILD) N TURBINES AND WITH LIQUID LEAK MONITORING SENSORS
<br /> REWIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. ANCHOR & STRAPS TO BE INSTALLED ACCORDING TO LOCATED W TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN. PRODUCT PIPING W TURBINE SUMPS, PRODUCT PIPING [®
<br /> ALARM SYSTEM, TANKS TO BE SET MIN. 48" BELOW FINISH GRADE SEE SITE SPECIFIC INSTALLATION DETAILS FOR TANK SIZES AND LOCATIONS, MANUFACTURER'S INSTRUCTIONS, CROSS CONNECTION MANIFOLDS BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE TO ENTER THE SAME SIDE OF THE SUMP IF POSSIBLE IF FLT`�JI
<br /> •• ALTERNATE ANCHORING BY USE OF A CONCRETE ANCHORING SLAB IS PERMITTED. WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE PRODUCT PENETRATION ENTERS N BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP MAY BE REQUIRED
<br /> TO BE INSTALLED BY LOCAL
<br /> ARGO BRANDED VARIANT: DUAL FILLS AND STAGE I VAPOR RETURNS TO BE INSTALLED ON 20,000 OR 25,000 GALLON TANK ONLY (AS APPLICABLE) WITHIN 5 FT. OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR DIRECTION ON ANCHORING METHOD TO BE USED SAME SIDE
<br /> OOFIIF THE BP PROTECT MANAGER DETERMINES THAT THE ALL THE PIPING ENTRIES NOTED MOVE COULD
<br /> HAVE BEEN MADE TO THE SPARF THE SUMP, THEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING
<br /> TANK SIZING GUIDELINES: (DEADMAN OR ANCHORING SLAB) AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. CONTRACTOR, PIPING TO BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM TO TANKS UNLESS APPROVED BY OWNER, CONTRACTOR TO - I
<br /> SPECIFIC BUSINESS UNIT TANK SIZE REQUIREMENTS ARE RECOMMENDED, TANK SIZING MODELS CAN BE RUN BY CONTACTING FUEL SYSTEM DESIGN INSTALL TRACER TAPE WITH PRODUCT PIPING PER TRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE WAIL FRP " ' J
<br /> MANAGER - AMERICAS. FILTER FABRIC: R IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR THE INSTALLATION OF FILTER FABRIC (DUPONT TYPAR OR MIRAFI ENTRY FITTINGS TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACK FILL, PRIOR TO PAVING AND BEFORE STATIN OPERATION, SEE
<br /> LOCATION OF TANKS AND ASSOCIATED EQUIPMENT ON PROPERTY: FINAL FACILITY EQUIPMENT LOCATIONS INCLUDING PLACEMENT AND 50OX) WHICH IS REQUIRED FOR WET HOLE INSTALLATIONS ONLY, FABRIC MUST EXTEND 1' ABOVE MOX, HIGH WATER TABLE AND MAY BE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS,
<br /> ORIENTATION OF TANKS, EMERGENCY SHUTOFF SWITCHES, OVERFILL ALARMS IF PRESENT) TO BE APPROVED BY BP DISTRIBUTION PRIOR PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1 ' MINIMUM.
<br /> TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS. THE ***NOTE*** "FIBERCAST SYSTEMS" PIPING TO BE INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL AND SHALL ONLY BE INSTALLED BY -
<br /> GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING APPROVED TANK AND EQUIPMENT LOCATIONS HAS BEEN DOCUMENTED W/ BP WET HOLT BALLAST OPTION:
<br /> DISTRIBUTION, THE SITE ENGINEER AND/OR OWNER'S REPRESENTATIVE OR HIS *GEM, THE BP PROTECT MANAGER PRIOR TO THE WATER IS THE SUITABLE MEDIUM FOR BALLAST DURING WET HOLE TANK INSTALLATIONS, A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY VENT PIPE QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER,
<br /> COMMENCEMENT T OF WORK. MUST BE INSTALLED of THE CONTRACTOR IF WATER IS USED TO BALLAST TANKS, THE
<br /> WATER S TO BE COMPLETELY PUMPED OUT & MOPPED DRY IN CALIFORNIA VARIANT: IN ADDITION TO THE ABOVE, PIPING TO BE INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AD-2481
<br /> ORDER TO PROTECT FUEL INTEGRITY, CONTRACTOR 15 REQUIRED TO COORDINATE EATASTING OPERATIONS WITH OWNER'S REPRESEMATNE OR HIS AGENT, REQUIREMENTS
<br /> SHA LL BE UNDERWRITERS LABORATORY APPROVED LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS THE BP PROJECT MANAGER, B IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE ��nn�� VENT PIPING INSTALLATION•
<br /> AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALVSTING MEDIUM UNDER THE REGULATIONS OF THE GOVERNING A9!
<br /> FIBERGLASS REINFORCED PLASM (FRP). INSTALLATION OF TANKS AND PIPING SHALLBE IN ACCORDANCE WITH U.L LISTED MANUFACTURER'S AUTHORITY. STANDARD. CONTRACTOR TO INSTALL 2" INDMDUAL SINGLE WALL FIBERGLASS VEAL PIPING, CONNECTORS, VALVES AND FITTINGS N TANKS AS
<br /> INSTRUCTIONS. INSTALLATION SHUT CONFORM TO NFPA-30/3GA AND ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. TANKS SHALL INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS, CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A
<br /> ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE STATE IN WHICH THE TANKS ARE TO BE INSTALLED AND BY THE TANK BACK FIWCHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO
<br /> MANUFACTURER, CONTRACTOR TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE, PEA GRAVEL SHALL CONSIST OF NATURALLY ROUNDED AGGREGATE, INSTALL TRACER TME WITH VENT PIPING PER TRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH SINGLE WALL ENTRY
<br /> MINIMUM 1/8" AND MAXIMUM 3/4" SIZE. FREE OF CLAY, SLAG, CINDERS, OR DEBRIS, ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND FRiINGS VENT PIPING SHALL. BE DESIGNED AND INSTALLED FOR SLOPE i/4" PER FOOT MINIMUM HACK TO TANKS. FOR LONG PIPING RUNS 1/8"
<br /> THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED, ALL CONTINUOUS MONITORING
<br /> OWNERS FIELD REPRESENTATIVE PER FOOT IS ACCEPTABLE,
<br /> DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS,
<br /> ALL MATERIALS USED IN THE INSTALLATION SHALL BE COMPATIBLE WITH USE FOR THE INTENDED• PURPOSE AS PER NARONAL.Y NO MORE THAN 5% (BY WEIGHT) MAY PASS THE /e SIEVE FOR BACK FILLING NONMETAWC TANKS KTTIi A 96% TO 98R FREE FALL COMPACTION. DRY
<br /> RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER ABI; FOOT IS REQUIRED. SUPPLY QUARRY CERTIFICATION MEETING ASTM C-33, PARAGRAPH 9.1 CONTACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK M DETAILED N THESE PLANS. TERMINATION POEM Of TALK VEINIS TO BE
<br /> METHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS SHALL L BE METHANOL REQUIREMENTS. A MINIMUM S 12' ABOVE GRADE AND NOT WIT
<br /> IN ACCORDANCE WITH NEPA-A-HIN 5' FROM ANY BUILDING OPENING N PROPERTY U30, INTERNATIONAL AND UNIFORM FIRE CODE REQUIRENE THAT CAN BE BUILT UPON. VEAL RISERS mCOMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE BACK FILLING OF TANK EXCAVATIONS SFWI. BE PROVIDED IN LIFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTORS. SHALL BE INS121
<br /> AND CMB EVR REQUIREMENTS,
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<br /> BIO-DIESEL COPATIBIUFY; CURRENTLY AT THIS TIME, NO TANKS ARE LISTED FOR BIO-DIESEL SERVICE APPLICATIONS, PRODUCT, VEA, AND VAPOR PIPING SHALL BE WD AND CONTINUOUSLY SUPPORTED ON A 6" BED OF COMPACTED PFA GRAVEL BLOCKS, PLANKS, CONTRACTOR TO INSTALL TWO (2) 1 " SPARE CONDUITS FROM VENT STACK TO INTRINSICALLY SAFE WIREWAY IN BUTTING FOR FUTURE TANK SYSTEM rn S w a
<br /> OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. DVGNOSTICS,
<br /> F W
<br /> INIAL TANK TESTING: NOTE: UNDER NO CIRCUMSTANCES SHALL DIRT, PAVING 11A1FRWS, WOOD, OR OTHER CONSTRICTOR DEBRIS 0E ALLOWED TO REMAIN IN TANK AND
<br /> PIPE EXCAVATIONS. CONTRACTOR TESTING OF VENT LINES SHALL BE PERFORMED PRION TO BACK FILL, PRIOR TO PAVING AND BEFORE STATIN OPERATION, SEE SITE a o s o N
<br /> CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MMUFACTLIRER$ INSTRUCTIONS FOR TANKS CONTACTOR SHALL COMPLETE ALL SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW, w o z
<br /> WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. (21 ANNULAR SPACE HYDROSTATIC MONITOR AND RISER INSTALLATION' o o o o m ¢
<br /> STANDARD: CONTRACTOR TO INSTALL 4" FIBERGLASS RISER AND VEEDER ROOT HYDROSTATIC SENSOR AT TANK ANNULAR SPACE LOCATION NOTED VENT PIPING SPECIFICATION:
<br /> IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SL BE TESTED. HYDROSTATICALLY MONITORED DOUBLE WALL TANKS ON THE PIANS PER MANUFACTURERS INSTRUCTIONS.
<br /> zOf
<br /> SHALL
<br /> SHALL BE TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS NT': FlBFRCAST SYSTEMS: REO THREAD II PIPE AND FETi1NG5 (USED FOR SINGLE WALL). WHERE DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL VENT O m U Q a
<br /> AND VAPOR PIPING, USE SIZE OVER SIZE RED THREAD H PIPING AND FITTINGS, USE ONLY FlBERCAST SYSTEMS ALCOHOL COMPATIBLE ADHESIVES, k Q Q Fr Q W Q
<br /> * INSPECT AND ADJUST RESERVOIR LEVEL (3) TANK SUMP INSTALLATION: _
<br /> • VISUALLY INSPECT THE TALK EXTERIOR FOR COLORED MONITORING FLUID ALL PIPING AND FITTINGS SFULL BE UL-971 TASTED IN COMPWNCE WITH THE JULY 2005 PERFORMANCE STANDARDS. m F U < a a
<br /> • PRESSURIZE THE PRIMARY TANK TO 5 PSI AND SOAP TEST ALL FITTINGS. DO NOT PRESSURIZE THE ANNULAR SPACE STANDARD: CONTACTOR TO INSTALL 42" OR 48" DIAMETER TURBINE 510E FIBERGLASS POLYSIDFD SUMPS N TARNS PER MANUFACTURER'S
<br /> • VISUALLY INSPECT THE TANK INTERIOR FOR ACCUMULATION OF COLORED MONITORING FLUID. INSTRUCTIONS, NOTE THAT THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER TO FACILITATE CORRECT PIPING INSTALLATION INTO PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY WPLJFlED INSTALLERS CERTIFIED NT' THE N z M w M �' �'
<br /> THE SUMPS, SEE ACCOMPANYING DETAILS IN PUN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS. MANUFACTURER, PROVIDE AT LEAST V OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND INSTAR w r m m
<br /> •*•NOTE••• HYDROSTATIC FLUID RESERVOIR LEVEL. MUST BE RECHECKED TO VERIFY TALK INTEGRITY PRIOR TO INTRODUCING BALLAST INTO TANKS. FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISPENSER SUMPS.
<br /> ¢Q N N
<br /> ARCO BRANDED VARUM: 48" DIAMETER TURBINE SUMPS ARE INSTALLED. m m
<br /> FIELD REPAIR OF TANKS: IT IS ALLOWABLE TO FIELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER, ALL TANKS DAMAGED IN JUPoSDICIIONPL VARIANT. INSTALL DOUBLE WAIL SIZE OVER SIZE FIBERGLASS PIPING WHEN REQUIRED BY AUTHORITY HAVING JURISDICTION, ><
<br /> TRANSPORT OR OFF LOVING OPERATIONS SHALL BE FIELD REPAIRED BY A TANK MANUFACTURER'S CERTIFIED FIELD SERVICE REPRESENTATIVE, TANK CALIFORNIA VAWff, 42" DIAMETER FILL SUMPS TO BE DOUBLE WAILED AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER CALIFORNIA VARUNT: VENT PIPING TO BE DOUBLE WALLED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB-2481
<br /> MANUFACTURER SHWA RE-CERTIFY REPAIRED TANKS FOR USE ALL FIELD SERVICE WORK SHALL BE DOCUMENTED. COPIES OF ANY AND ALL FIELD AB-2481 REQUIREMENTS, REQUIREMENTS
<br /> SEANCE DOCUMENTATION SHALL BE PLACED IN THE PROJECT FILE AND INTO OWNERS OPERATING FILE MEN
<br /> TANK MEASUREMENTS: (4) TANK LEVEL GAUGE / OVERFLOW PROTECTION: (10) STAGE H VAPOR RECOVERY PIPING INSTALLATION:
<br /> THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTIVITIES: STANDARD: CONTACTOR TO INSTALL VEEDER ROOT MA.GNOSTRICTNE PROBE LEVEL GAUGE AT LOCATION NOTED N PUNS PER MANUFACTURER'S
<br /> 1, VERIFY THE EXTERNAL SIZE OF THE TANK TO MATCH WITH MANUFACTURER SUPPLIED SHOP MEASUREMENTS, INSTALLATION INSTRUCTIONS. STANDARD: CONTRACTOR S INSTALL 3" SINGLE WALL IC FIBERGLASS STAGE II VAPOR RECOVERY HEALER. OTE THAT THE
<br /> VALVES AND FITTINGS M THE
<br /> TRANSFER THE SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITION OF TANK TO THE AS-BUILT PLAN. LOWEST OCTANE GRADE AS INDICATED N SITE SPECIFIC FUELING PIAN L O HER CONNECTIYINGONS
<br /> DEARS. NOTE THAT THE 1ST CONNECTION FROM STAGE
<br /> 2, TRANSFER TANK DIMENSIN& AND PRODUCT INFORMATION TO THE DATA SHEET IN THE TANK GAUGE CONSOLE OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IT VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3 ALL OTHER CONNECIlONS TO ADDITIONAL TANKS SHAT BE MADE ATFL 2
<br /> 3. PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. IS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS, CONTRACTOR TO INSTALL 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. MAXIMUM (2) DISPENSERS PER 2" BRANCH,
<br /> CONTRACTOR TO PROVIDE AT LEST 4 FEET OF PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE
<br /> TANK DEFLECTION MEASUREMENT PROCEDURE:
<br /> AN OVERFILL *IMM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES MECHANICAL FLEXIBILITY PER CODE REQUIRElAEMS, CONTRACTOR TO INSTALL TRACER TME W17H VALOR PIPING PER TRENCHING DETAILSQ
<br /> DEFLECTION MEASUREMENT BEFORE AND AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL. BEANPENETRATIONS WTO ALL SUMPS SHALL BE MADE WITH DOUBLE WALL ENTRY FITTINGS STAGE 11 VAPOR RECOVERY PIPING SHAT BE DESIGNED AND
<br /> WITHIN MANUFACTURER'S TOLERANCES, ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. AUDIBLE AND VISUAL AMM WHEN THE TANK(S) ARE FILLED TO THE 90X LEVEL INSTALLED FOR 1/4" PER FOOT MINIMUM SLOPE BACK TO TALCS. AT LARGE SITE LAYOUTS, 1/8" PER FOOT MINIMUM IS ACCEPTABLE IF IT AVOIDS
<br /> FILL AND STAGE I VAPOR RECOVERY INSTALLATION: USING A KNOCK OUT SUMP (VAPOR POT) OR HAVING EXCESSIVE TANK DEPTH, CONSULT OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP
<br /> PROJECT MANAGER, WHERE DISCREPANCIES OCCUR W
<br /> STANDARD: CONTRACTOR TD INSTALL 4" GALVANIZED FILL AND STAGE I VAPOR RECOVERY RISERS, CONTRACTOR TO INSFALL DROP TUBE ASSEMBLY,
<br /> WITH OVERFILL PREVENTION DROP TUBE, CONTRACTOR TO INSTALL VENT AND STAGE II FLEX CONNECTORS AND FRP ADAPTERS. LOCATE AND CUT CONTRACTOR ESISP TESTING OF STAGES VAPOR LINES SHALL BE PERFORMED PRIOR 70 BACK FILL, PRIOR TO PAVING AND BEFORE STATIN OPERATION. Q
<br /> PENETRATIONS INTO SUMPS FOR THE ROUTING OF VEAL AND STAGE II VAPOR PIPING WTO TURBINE SUMPS AND MME CONNECTIONS TO VENT AND SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. Q
<br /> 5 VAPOR PIPING FIBERGLASS PIPING, CONTRACTOR TO INSTALL DOUBLE SIDED PENETRATION ENTRY BOOTS FOR ALL ENTRIES INTO SUMPS, CONTRACTOR O
<br /> TO INSTALL STATIC GROUNDING SYSTEM AT ALL FILL AND VAPOR RISERS PER INSTALLATION DETAILS SHOWN
<br /> DOUBLE WALL N SHEET G.0.7. STAGE 11 PIPING SPECIFICATION: O
<br /> FRP TANK I.D.="A" CONTRACTOR TO INSTALL CMB APPROVED STAGE I MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS. INSTALL PRODUCT AND FILL ADAPTERS AND FIBERCAST SYSTEMS: RED THREAD II PIPE AND FTTINGS (USED FOR SINGLE WALL). WHERE DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL VETT
<br /> DOUBLE WALL CAPS. SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PIAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS, AND VAPOR PIPING, USE SIZE OVER SIZE RED THREAD 0 PIPING AND FITTINGS, USE ONLY FlBERGAST SYMMS ALCOHOL COMPATIBLE ADHESIVES,
<br /> FRP TANK IAD:"B" ALL PIPING AND FITTINGS SHALL BE UL-971 LISTED IN COMPLIANCE WITH THE JULY 2005 PERFORMANCE STANDARDS. Q
<br /> ARCO BRANDED VARIANT,, QUAL FILLS AND DUAL STAGE I VAPOR RETURNS ME TO BE INSTALLED IN CUSTOM MULTIPOFTT "QUAD" MANHOLE ON THE PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTATED ESR' QUALIFIED INSTALLERS CERTIFIED BY THE LU
<br /> S 20,000 GALLON & 25,000 GALLON TANK ONLY. VENT AND STAGE II TANK CONNECTION AND VENT AND VAPOR PIPING IS INSTALLED IN THE FILL SIDE MANUFACTURER, PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE TORN 30 DEGREES AND INSTALL
<br /> SUMP PER DETAILS, FLEXIBLE CONNECTORS AT THE VET AND VAPOR CONNECTION NECTION AT THE TANK SUMPS, AND DISPENSER SUMPS.
<br /> ,� TURBINE INSTALLATION' JURISDICTIONAL VARIANT' INSTALL DOUBLE WALL SIZE OVER SIZE FIBERGLASS PIPING WHEN REQUIRED BY AUTHORITY HAVING JURISDICTION, LO Q
<br /> BEFORE BACK FILL AFTER BACK FILL STANDARD: CONTRACTOR TO INSTALL FE PETRO IST 2 P VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK g
<br /> Fl SUMPS AS SHOWN N SITE SPECIFIC DETAIL DRAWINGS. ALL PRODUCT ONES TO TURBINES TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEVO CALIFORNIA VARIANT: STAGE I VAPOR PIPING TO BE DOUBLE WALED AND INSTALLED WITH CONTINUOUS VACUUM MONITORING DEVICE PER AB-2481
<br /> TANK INSPECTION AND INSTALLATION - DEFLECTION MEASUREMENT DETECTION. LEAK DEFECTORS ARE TO BE TESTED FOR THE 3 GPH LEA( DETECTION PRIOR TO START UP. CONTRAGFDR TO PROVIDE TEST DATA AT
<br /> THE TIME OF PUNCH LIST M WELL AS INCLUDE IN CLOSE OUT BINDER ALL TURBINES ME EQUIPPED WITH STANDARD 'R" CHECK VALVE ASA REQUIREMENTS. All CONNECTIONS TO THE TANKS SHALL BE MADE WITH 3
<br /> d DIPSTICK PREPARATION STANDARD FROM FACTORY, SET TURBINE INTAKES AT 5" FROM BOTTOM OF TANKS, TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS.
<br /> tl DRIVE A SMALL HEADED, NON-SPARKING (E.G, BRASS) NAL HALFWAY INTO A WOODEN DIPSTICK, 1 INCH CONTRACTOR TO INSTALL 1" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE). CONTRACTOR IS TO LABEL THERE ARE (4) FOUR STAGE II NVR WITH ISO DESIGN CHOICES THAT MAY BE INCORPORATED INTO THE UST RROOT
<br /> SYSTEMS IN COM O NEN
<br /> ABOVE ITS BASE TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR 1 . HEALY ROOT CARBO GATOR WITH
<br /> VAPOR POACHER WITH VST HANGING
<br /> HARDWARE HANGING HARDWARE AND VEEDER ROOT ISO COMPONENTS.
<br /> FIRST DIAMETER READING (PRIOR TO BACK TILL) LOSE POWER. IST PUMP CONTROLS ARE TIED TO VEEOER ROOT TLS-350. SEE APPROPRIATE TURBINE CONFIGURATION AND PROGRAMMING SHEETS. 2. VM E CLEAN AR SEPARATOR WTH STBHEALY VACUUM ASSIST HANGING VEE AND OOT IS ROOT ISO COMPONENTS.
<br /> U 1, PLACE THE DIPSTICK INTO A SERVICE FITTING, 3. VST ECS VALOR PROCESSOR WITH VST BALANCE RANGING HARDWARE AND IR SEP RTO ISD COMPONENTS.
<br /> 2, MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE FITTING. SINGLE MUSTER TURBINE CONFIGURATIONS - EQUIPPED AS NOTED ABOVE SEE MPROPRATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS, 4• VST BALANCE HANGING HARDWARE WITH FRANKLIN FUEl1NC/HEALY CLEAN AR SEPARATOR AND VEEDER ROUT ISD COMPONENTS.
<br /> S 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAL CATCHES ON THE INSIDE TOP OF TANK,
<br /> 4, MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE FITTING. SUBTRACT 1 MASTER-SLAVE TURBINE CONFIGURATIONS - EQUIPPED AS NOTED MOVE EXCEPT, ONLY THE MASTER TURBINE SHALL HAVE THE PTLD LEAK SEE GENERAL SHEETS G.0.6 SERIES DRAWINGS FOR DESIGN INTENT DECALS ON THE ABOVE SYSTEMS.
<br /> p, INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE. DETECTOR INSTALLED, CONTRACTOR TO REMOVE THE STANDARD "R" CHECK VALVE OUT OF THE SLAVE TURBINE, THE BALL. VALVE ON MANIFOLD NOTE ER
<br /> CONTACT BP FUEL SYSTEM DESIGN MANAGER FOR CURRENT STATES NO LONGER REQUIRING STAGE I VAPOR RECOVERY Projeci NA.mber
<br /> O 5, SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE M READING "A" ON THE UNE BETWEEN TURBINES SHALL BE SET IN THE "OPEN" POSITION AND A SINGLE PLLD (PART (848-480-001) IS TO BE INSTALLED ON THE 1
<br /> < INSTALLATION CHECKLIST. MASTER IST WITH AN FE PETRO NON-VENTED PRECISION CHECK VALVE (PMT /65 PSI) INSTALLED ON THE STAVE IST PREVENTING BACKFlWNG COMMISSIONING STAGE II VAPOR RECO Y'
<br /> SECOND DIAMETER READING (AFTER BACKFILL) OF USTs. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. SPA16002 , 0
<br /> R 1 , PLACE THE DIPSTICK INTO A SERVICE FTITING WITH A STANDPIPE INSTALLED TO SUBGRADE
<br /> 2. MEASURE AND RECORD THE DISTANCE FROM THE TALK BOTTOM TO THE TOP OF THE STANDPIPE MASTER- RATIONS - EQUIPPED AS NOTE CEPT: THE BALL VALVE ON MANIFOLD U NES SFWl. 75MD�ARD: FOR PROTECTS INVOLVING NTNG0 ii VALOR RE IS TO VERIFt' WITH THE AUTIORITY
<br /> 3. PULL THE D PSTICK UP UNTIL THE EXPOSED NAL CATCHES N THE INSIDE TN OF TALK BE SET IN THE "CLOSED" POS NW TIN. NES & (2) - -480 001 ) SFHA L BE INSTAL LED. SOICTON THAT STAGE II IS NO LONGER REOUI 6EFORE IN UTING RHE DECOMM SS OWING WORK ANO WHICH Sheef Nome
<br /> 4. MEASURE 7NE DISTANCE FROM THE TALK TOP (INSIDE) TO RHE TOP OF RHE STANDPIPE. SUBTRACT 1 IN CASE OF FAILURE OF AN INDMDUAL IST, THE PRODUCT ED INTO OPERATION BY OPENING AHE CROSS ONING PROCEDURES ARE REWIRED T GENERAL REOUWEMFMS AND PROCEDURES.
<br /> INCH FROM THIS METANCE R AND RECORD THE DISTANCE CONNECTING VALVE THE FAILED IST MUST HAVE �1 ED TO BE MODIFIED FOR THIS TEMPORrM' WNER'S REPRE DOW REMENTS OF THE AUTHORITY HANN AGENT, THE BP PCEDE DISCRFP THE CONTRACT TANKARD PIPING
<br /> ORK
<br /> 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING "B" ON THE SET-UP. SEE APPROPRIATE NGS FOR INST Rv� BCGEN RAL NOT
<br /> INSFALLATIN CHECKLIST, AND GENERAL AL NOTES
<br /> b CALCULATIN AND COMPARISON 4 (FRP10F2)
<br /> 1 . SUBTRACT READING "B" FROM READING "A
<br /> �i 2. COMPARE THIS VALVE TO THE TALE OF 'MAWMUM ALLOWABLE DEFLECTIONS" SHOWN ON THE
<br /> 6
<br /> *INSTALLATION CHECKUST".
<br /> 3, VERTICAL DEFLECTION IN EXCESS OF THESE VALES INDICATES IMPROPER INSTALLATION AND VOIDS THE
<br /> TANK WARRANTY.
<br /> Iy MAXIMUM DEFLECTION FOR 8'-0" TANKS = 1-1/4" <r,eer ri�m eA
<br /> & MAXIMUM DEFLECTION FOR 10'-0" TANKS = 1-1/2"
<br /> s
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