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PERFORMANCE SPECIFICATION - CONT . co
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<br /> SECTION II INSPECTIONS / TESTING - CONTINUED SECTION 11 INSPECTIONS / TESTING - CONTINUED SECTION III EARTH WORK - CONTINUED o co
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<br /> PART 3 - TANK INSTALLATION INSPECTION PART 5 - STARTUP INSPECTION - CONTINUED PART 3 - EXECUTION a)
<br /> 3.1 o � O
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<br /> OLSASCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANK 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE. 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND LOCAL
<br /> HOLE SAME DAY OF DELIVERY. REGULATIONS AS IT PERTAINS TO SAFETY. Lu
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<br /> 3.2 EXCAVATION: ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL IN PLACE AND READY FOR INSTALLATION 5.5.5 LEAK DETECTORS INSTALLED.
<br /> 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATIONS. CO `r
<br /> PRIOR TO TANK DELIVERY. 5.5.6 PROTECTED FLEX CONNECTORS ARE PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION. a)
<br /> 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT DISTANCE p N o
<br /> 3.3 ANCHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS (DEAD MAN). 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMP/RISERS, AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR o 0
<br /> 3.4 STRAPS: HOLD DOWN STRAPS TO
<br /> (S BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS - MINIMUM OF 4 - MORE IFTRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDING MATERIAL. PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF DEBRIS AND MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF SAME.
<br /> REQUIRED BY MANUFACTURER (SCONCRETE. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY 7-ELEVEN DRAWINGS UNLESS TANK as
<br /> MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL FROM AN EXISTING GASOLINE FACILITY ALL
<br /> 3.5 AIR TEST: TANKS SHALL BE AIR TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PLACEMENT. CONTRACTOR
<br /> 5.5.8 TANKS CLEAN AND FREE OF WATER. PRIOR TO PRODUCT FILL, TANKS ARE TO BE CHECKED FOR ANY MATERIALS MUST BE TESTED PRIOR TO REMOVAL.SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED DEBRIS AND WATER. ANY EVIDENCE OF BOTH, TANKS ARE TO BE CLEANED AND WATER REMOVED.
<br /> 3.4 SAW CUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK EXCAVATION AND ALL TRENCHES SHALL BE PI'Ot0 08-21-17
<br /> AIR COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAP 5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE.
<br /> APPLICATION EQUIPMENT. 2'CUT WITH A CONCRETE SAW. NOTE: PAVING TO BE CUT BEYOND EDGES OF EXCAVATIONS IN ALL DIRECTIONS IN ORDER 5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS PROPERLY TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING.
<br /> 3.6 MINIMUM TESTING: DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE CLEANED OUT FREE OF DEBRIS AND CONCRETE. 3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST BE
<br /> INTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. SHOULD THE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO cMp
<br /> INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY. 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. PROCEED. o
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<br /> .7 OBSERVATION: -
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<br /> 7 ELEVEN'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE RESPONSIBLE FOR 5.5.12 PHASE 11 VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO PROTECT
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<br /> INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF LIFTING, SETTING AND BURIAL OF TANKS. TANK EXCAVATION AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, QQ
<br /> 5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY COMPLIANCE WITH PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING FINISHED. r ; L(7 2 z
<br /> 3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. `J W O
<br /> 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND PROVIDING Z z W Q
<br /> 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. SHORING, SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SHORING. REFERENCE SOIL REPORT FOR CONDITIONS - of O U
<br /> PART 4 - TANK AND LINE TESTING WARRANTING SPECIAL REQUIREMENTS.
<br /> 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNING Z u)AUTHORITIES FOR INSPECTION PURPOSES. U LL
<br /> 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETE 3.8 FILLING AND BACK FILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANK AND PIPING w Q L Z W
<br /> AND FINAL SYSTEM TEST: MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12" BED OF APPROVED BACK FILL OVER BOTTOM OF EXCAVATION PRIOR
<br /> 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND COMPLETED TO TANK PLACEMENTBACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS. w W 0
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<br /> 4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION. PERMIT CARD ON SITE. .J } U
<br /> OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 3.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. � O
<br /> 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY INSTALLED, SECURED AND w E Z
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<br /> 4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12'ABOVE PLUMB. W C'4
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<br /> 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES. Q LL
<br /> 4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE
<br /> IC COMPLETE WITH EMERGENCY SHUTOFF IMPACT VALVE SECTION I V TANK INSTALLATION
<br /> 5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT. o
<br /> INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE. Cl
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<br /> 4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED.
<br /> 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE. M
<br /> 4.1.6 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT DELIVERY AND 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS, PART 1 - GENERAL
<br /> TANK TESTING PROCEDURES.
<br /> 5.5.22 MANHOLE COVERS PROPERLY PAINTED.
<br /> 4.1.7 FILL: CONTRACTOR SHALL PROVIDE 42" MINIMUM BACK FILL OVER TANKS.
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED
<br /> 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWN SPOUTS, METALS AND MISCELLANEOUS METALS. APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE INSTALLATION OF FUEL STORAGE
<br /> 4.1.8 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY AND NOTIFY 7-ELEVEN TANKS.
<br /> CONSTRUCTION MANAGER OF STATUS. 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED WITH ACCEPTABLE RISE
<br /> TO MANHOLES. PART - PRODUCTS
<br /> 4.2 AFTER PLACEMENT OF CONCRETE, A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT LINES, STAGE II 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO I
<br /> VAPOR RECOVERY LINES, SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL
<br /> PERFORMED. TESTING SYSTEM 2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION PROTECTED PER EPA REQUIREMENTS.
<br /> SHALL BE AS APPROVED BY 7-ELEVEN. 7-ELEVEN WILL BE BILLED DIRECTLY FOR TESTS.. INCLUDE:
<br /> CONTRACTOR TO COORDINATE & (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE AUTO GAUGING, DISPENSER LIGHTS APPROVED TANKS SHALL BE:
<br /> SCHEDULE. RETEST OR STAND AROUND TIME BY THE TESTING COMPANY TO BE BILLED TO CONTRACTOR. DETAILS FOR (ALL)AND CANOPY LIGHTS (ALL). \
<br /> THIRD PARTY TESTING REQUIREMENTS LISTED ON G17.0 SHEETS, 2.1.1 DOUBLE WALL FIBERGLASS TANKS
<br /> 4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION (B) GAS PANEL CONTROLLED BY A MAIN BREAKER. 2.2 HOLD DOWN STRAPS: SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT
<br /> BACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ON
<br /> ALL SUMPS & SPILL BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION. (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED. ACCEPTABLE.
<br /> (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. PART 3 - INSTALLATION
<br /> 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO 7-ELEVEN REPRESENTATIVE OF TEST rc
<br /> DATE AND VERIFICATION OF NEED FOR TANKS TO BE FILLED WITH PRODUCT AND TANK MONITORING SYSTEM TO BE (E) ALL APPLICABLE CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL s ,
<br /> OPERATIONAL FOR TESTING PROCEDURES. A MINIMUM OF 72 HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR 3.1 MANUFACTURING: REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK INSTALLATION AND w
<br /> PRODUCT DELIVERY. CHECK WITH LOCAL REGULATORY AGENCIES FOR ANY FURTHER REQUIREMENTS. (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. ADHERE TO AS REQUIRED.4.4 a
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<br /> CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL PRODUCT DELIVERIES. 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD REQUIREMENTS OF TANK TO V
<br /> (G) CONDUITS PROPERLY IDENTIFIED. (H)ALL BREAKERS IN "OFF" POSITION.
<br /> CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL PROTECTION IS INSTALLED AND IL CONDITIONS DICTATE GREATER CLEARANCE, ADHERE TO ACCORDINGLY.
<br /> FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES. MANUFACTURER OR SO
<br /> 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP ui
<br /> MONIES AND/OR TIME LOST AT STARTUP DUE TO NOW COMPLIANCE SHALL BE CHARGED TO CONTRACTOR 3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF EXCAVATION OR PAD " s
<br /> 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE REMOVED BYTESTING COMPANY. ACCORDINGLY. AND BOTTOM OF TANK. z
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<br /> 5.7 EQUIPMENT SHALL BE TESTED PER SPECIFICATIONS ON SHEET G17.0. 3.2.2 SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND 3' FROM SIDE/END OF TANK TO WALL OF
<br /> EXCAVATION.
<br /> 5.8 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT 2
<br /> PART 5 - STARTUP INSPECTION ALL TIMES. 3.2.3 TOP: PROVIDE 42" FILL MATERIAL OVER TANK PLUS 8" OF CONCRETE
<br /> 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE PERFORMED ON
<br /> 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT. CONTRACTOR
<br /> SECTION III EARTHWORK TANK(S). ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER FOR TESTING CRITERIA.
<br /> SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF 0 00 U =
<br /> 3.4 PLACEMENT: LLJ� Z
<br /> 48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME. O
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<br /> 5.2 PERSONNEL: CONTRACTOR, FUEL SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON-SITE PART 1 - GENERAL 3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION. Q Z o
<br /> DURING STARTUP, AS APPROVED BY 7-ELEVEN, INC. ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZED
<br /> MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT. 3.4.2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, GARBAGE, ETC. FROM 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES EXCAVATION. Q 00
<br /> REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK. m -a
<br /> 5.3 STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTION 3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD. N U
<br /> OF 7-ELEVEN REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE
<br /> SPECIFIC DIRECTIVE OF 7-ELEVEN REPRESENTATIVE, DAMAGE TO ANY 7-ELEVEN EQUIPMENT DUE TO IMPROPER PART 2 - PRODUCTS 3.4.4 NOT USED. p M Q m U
<br /> INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0 cu
<br /> 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL BE COMPLETE. ALL UTILITIES 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND PIPING MANUFACTURER'S SPECIFICATIONS. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON FUELING -° o -o c = m.
<br /> DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN REMOTE POSITION TO a y P m c v° 3 3 N
<br /> SHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. ALLOW FOR PROPER SLOPE ON VENT LINES,VAPOR LINES, SECONDARY CONTAINMENT PRODUCT
<br /> 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZE °
<br /> 5.5 VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS AND NOT LESS THAN 1/8" OR MORE THAN 3/4". LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS 5'-0" (60"), NOTIFY 7-ELEVEN a�.m r ° ° °x �t ' `-Oc
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<br /> COMPLIANCE TO 7-ELEVEN'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISE ° m ° a-°o a ti
<br /> THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: 2.1.2 STONE OR GRAVEL CRUSHING: SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE NOT mm `-'L C °V L ) m c.N.E
<br /> LESS THAN 1/8" OR MORE THAN 1/2".
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<br /> 5.5.1 MANHOLES SHALL BE PROPERLY CENTER/INSTALLED AT OVERFILLS, SUBMERSIBLES, VAPOR N m Na° �Y Y o m c >E m
<br /> RECOVERY, AUTO GAUGING, OBSERVATION WELLS AND SUMP/RISER. 2.1.3 BACKFILL OR OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER.
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<br /> 5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMP/RISERS. NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND SOUNDNESS. FILL MATERIAL ° m L °
<br /> SHALL NOT HAVE MORE THAN 3% PASSING A#8 SIEVE. DRY GRAVEL DENSITY MUST BE A MINIMUM _E c a m y m., °° L
<br /> 5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. OF 95 POUNDS PER CUBIC FOOT. ° .a) °o `3�'c m
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<br /> 11/26/18
<br /> SHEET:
<br /> G14 . 0
<br /> FUELING - USA
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