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<br /> PERFORMANCE SPECIFICATION -= CONTINUED ° $ I loll
<br /> SECTION II INSPECTIONS TESTING - CONTINUED SECTION II INSPECTIONS / TESTING - CONTINUED SECTION III EARTH WORK - CONTINUED o 2i
<br /> PART 3ANKINSTALLAAS TION INSPECTION PART s gSTARTEUP INSPECTION CONTINUED PART
<br /> ARTEXECUTIIONCONTINUED
<br /> 3.5 AIR TEST: TANKS BEAIR MANUFACTURER'SER CITIQSELECTRICAL
<br /> CONDUITS
<br /> CURED CONNECTIONS COMPLETED. VERIFY HAZARDOUS ROCK, OTHER HAZARDOUS MATERIALS NOT V �'
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<br /> PRIOR TO PLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL COMPLIANCE WITH REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX SHOWN ON SOILS TEST BE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER 13
<br /> MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, AIR CASING, SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO PROCEED. 64ac
<br /> COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN 2 Of
<br /> ACCEPTABLE SOAP APPLICATION EQUIPMENT. - PLUGS INSERTED, BERMS AT ALL TIMES TO PROTECT TANK HOLE AND TRENCHES FROM DRAINAGE OF 0
<br /> 3.6 MINIMUM TESTING: JACKETED STEEL TANKS AS MANUFACTURED BY TOTAL CONTAINMENT 5.5,15 ALL NOZZLES AND SWIVELS AVAILABLE ON-SITE, INSTALLED PRIOR ONLY IF SURFACE WATERS, EXCAVATIONS SHALL BE PROPERLY MARKED, PROTECTED AND 0
<br /> SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE INTERSTICE. OBSERVE REQUIRED BY GOVERNING AUTHORITIES FOR INSPECTION PURPOSES. BARRICADED FOR SAFETY UNTIL BACKFILL IS COMPLETE AND SURFACING FINISHED. V) Z
<br /> THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS W
<br /> 5.5.16 ALL INSPECTIONS GOVERNING
<br /> SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK AUTHORITIES COMPLETED AND SIGNED. SIGNED
<br /> - AND COMPLETED PERMIT CARD ON SITE. FOR SHORING AND PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS '-
<br /> MANUFACTURER IMMEDIATELY. WARRANT SAME.
<br /> 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY
<br /> 3.7 OBSERVATION: SOUTHLAND'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE INSTALLED, SECURED AND PLUMB. 3.8 FILLING AND BACKFILLING: PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE e
<br /> SHALL BE RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST, OBSERVATION OF WITH TANK MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12' BED OF APPROVED
<br /> LIFTING, SETTING AND BURIAL OF TANKS. 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH BACKFILL OVER BOTTOM OF EXCAVATION PRIOR TO TANK PLACEMENT. BACKFILL SHALL
<br /> 3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENT- ACCEPTABLE PLATES.
<br /> DE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS.
<br /> ATION OF ALL PROCEDURES. 5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT
<br /> 3.9 CLEAN-UP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING
<br /> PART 4 - TANK AND LINE TESTING 5.5.20 VERIFICATION OF COMPUANCE FOR TANK AND LINE TEST AVAILABLE ON SITE. PREMISES CLEAN AND NEAT AT ALL TIMES.
<br /> 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS. \ /
<br /> 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO 5.5.22 MANHOLE COVERS PROPERLY PAINTED. SECTION I Y LANK INSTALLATION
<br /> CONCRETE REPLACEMENT AND FINAL SYSTEM TEST: 5.5,23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWNSPOUTS, METALS AND PART 1 - GENERAL
<br /> 4.1.1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL MISCELLANEOUS METALS.
<br /> PROTECTION. OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br /> 4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY
<br /> WITH ACCEPTABLE RISE TO MANHOLES. INCIDENTAL TO THE INSTALLATION OF GASOLINE STORAGE TANKS.
<br /> MINIMUM OF 5 ABOVE FINISHED GRADE.
<br /> 4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH FIRE VALVES 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE: PART 2 - PRODUCTS
<br /> INSTALLED AT ISLAND. (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE 2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION
<br /> 4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED. AUTOGAUGING, DISPENSER LIGHTS (ALL) AND CANOPY LIGHTS (ALL). PROTECTED PER EPA REQUIREMENTS. APPROVED TANKS SHALL BE: -
<br /> 4.1,5 VAPOR RECOVERY: ALL PHASE I VAPOR RECOVERY LINES SHALL BE COMPLETE AND (B) GAS PANEL CONTROLLED BY MAIN BREAKER. C
<br /> _ 2.1.1 UL LISTED HOPE JACKET STEEL TANKS AS SUPPLIED BY TOTAL CONTAINMENT, INC.
<br /> PLUGGED AT ISLANDS. I (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED.
<br /> 4.1.6 FILL PIPES: ALL FILL, PHASE I VAPOR RECOVERY AND GAUGING RISERS SHALL 2.2 HOLO DOWN STRAPS: STRAPS AS REQUIRED BY SOILS/WATER CONDITION SHALL I
<br /> BE INSTALLED. - (D) INTERCOM INSTALLATION COMPLETE AND PROPERLY WORKING. BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT Q ii
<br /> 4.1 ,7 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA, FOR PRODUCT (E) CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL. ACCEPTABLE. N ',
<br /> DELIVERY AND TANK TESTING PROCEDURES. (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. PART 3 - INSTALLATION
<br /> 4.1,8 FILL: CONTRACTOR SHALL PROVIDE 2' BACKFILL OVER TANKS OR PROVIDE (G) CONDUITS PROPERLY IDENTIFIED. 3.1 MANUFACTURING: REFER TO TANK MANUFACTURERS CRITERIA AND SPECIFICATIONS FOR
<br /> ACCEPTABLE INSULATED BLANKETS FOR COVERAGE OF TANKS. TANK INSTALLATION AND ADHERE 70 AS REQUIRED.
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<br /> 4.1.9 WATER: SHOULD WATER BE PRESENT IN TANK HOLE, CONTRACTOR SHALL VERIFY (H) ALL BREAKERS IN "OFF" POSITION, �� O
<br /> AND NOTIFY SOUTHLAND CONSTRUCTION DEPARTMENT OF STATUS. 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO 3.2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD U
<br /> SCHEDULING OF START-UP. BY SO NOTIFYING THE START-UP ASO'S AND CONSTRUCTION REQUIREMENTS OF TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER
<br /> 4.2 AFTER PLACEMENT OF CONCRETE A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING ENGINEER, THE GAS CONTRACTOR IS CERTIFYING THAT ALL NEEDED PREP WORK WILL CLEARANCE, ADHERE TO ACCORDINGLY.
<br /> TANKS, PRODUCT LINES, STAGE 11 VAPOR RECOVERY LINES, SECONDARY CONTAINMENT
<br /> BE COMPLETE. MONIES AND/OR TIME LOST AT START-UP DUE TO NON- 3.2.1 BOTTOM: PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF N
<br /> PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM SHALL BE AS COMPLIANCE SHALL BE CHARGED TO GAS CONTRACTOR ACCORDINGLY. EXCAVATION OR PAD AND BOTTOM OF TANK.
<br /> APPROVED BY THE SOUTHLAND CORPORATION. 5.7 LINE TESTING: PRIOR TO SYSTEM START-UP, A HYDROSTATIC LINE TEST SHALL BE 3.2.2 SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND 2'0" FROM SIDE/END OF
<br /> 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO PERFORMED ON PRODUCT LINES. TESTING METHOD SHALL BE AS APPROVED BY TANK TO WALL OF EXCAVATION.
<br /> SOUTHLAND REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED FOR TANKS TO BE
<br /> SOUTHLAND ENVIRONMENTAL DEPARTMENT. TEST SHALL BE PERFORMED WITH 3.2.3 TOP: PROVIDE 38" FILL MATERIAL' OVER TANK PLUS 8" OF CONCRETE '
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<br /> FILLED WITH PRODUCT FOR TESTING PROCEDURES. A MINIMUM OF 72 HOURS ADVANCE SOUTHLAND REPRESENTATIVE ON SITE. 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS, TEST PER MANUFACTURER'S M Z
<br /> NOTIFICATION WILL BE REQUIRED FOR PRODUCT DELIVERY. 5.8 CATHODIC PROTECTION SYSTEMS: AS APPLICABLE, SHALL BE TESTED FOR SHALL BE PERFORMED ON TANK. ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER W
<br /> EFFECTIVENESS AND COMPLIANCE WITH MANUFACTURER'S CRITERIA. FOR TESTING CRITERIA BUT MINIMUM 4" HG VACUUM MUST BE HELD ON INTERSTITIAL ` ° C z w
<br /> 4.4 CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE TO ACCEPT AND RECORD ALL 5.9 CLEAN-UP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING SPACE FOR AT LEAST ONE (1) HOUR. ' = Z O
<br /> PRODUCT ,DELIVERIES. CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY PREMISES CLEAN AND NEAT AT ALL TIMES,
<br /> THAT NO OVERFILL PROTECTION IS INSTALLED AND TO FOLLOW PROCEDURES FOR DELIVERY 3.4 PLACEMENT: 2
<br /> AS SITUATION DICTATES. 3.4.1 REFER TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION. CL
<br /> SECTION III EARTH WORK
<br /> 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF 3.4.2 PRIOR E, SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, z z O
<br /> PART 1 - GENERAL GARBAGE, ETC. FROM EXCAVATION. � cYca� Z
<br /> TEST SHALL BE REMOVED BY TESTING COMPANY. w o 0
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, 3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD.
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<br /> PART 5 - START-UP INSPECTION SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR 3.4.4 SLOPE TANKS 2" MINIMUM AND 4" MAXIMUM TOWARDS END WITH FILL OPENING.
<br /> PROPERLY INCIDENTAL TO EARTHWORK. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON
<br /> 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING START-UP PART 2 - PRODUCTS
<br /> GASOLINE DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN
<br /> AND CHECK-OUT, CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT,
<br /> NECESSARY START-UP ASC'S AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE REMOTE POSITION TO ALLOW FOR .PROPER SLOPE ON VENT LINES. VERIFY DEPTH AS 3
<br /> MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL START-UP AND CHECK-OUT DATE MANUFACTURER'S SPECIFICATIONS,
<br /> REQUIRED.
<br /> AND TIME. IT IS SOUTHLANDS PREFERENCE NOT TO SCHEDULE A FRIDAY STARTUP. 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX 3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON-HARDENING
<br /> 5.2 PERSONNEL: CONTRACTOR, PLUMBING SUBCONTRACTOR, GAS CONTRACTOR AND OF PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4". PIPE SEALANT TO INTERNAL BUSHING THREADS, PERMANENT METAL PLUGS SHALL BE
<br /> LesELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON-SITE DURING START-UP. 2.1.2 STONE OR GRAVEL CRUSHINGS: SHALL BE WASHED MATERIAL WITH ANGULAR INSTALLED AT ALL UNUSED OPENINGS.
<br /> 8 5.3 START-UP: PHYSICAL START-UP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE PARTICLE SIZE NOT LESS THAN 1/B" OR MORE THAN 1/2". 3.6 BUSHING: THE IDI-ELECTRIC BUSHINGS IN STI-P3 TANKS SHALL NOT BE REMOVED
<br /> op DONE BY AND AT THE DIRECTION OF SOUTHLAND REPRESENTATIVE ONLY. CONTRACTOR SHALL NOTE: MATERIALS MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND FROM THE UNUSED OPENINGS. THE PLUGS IN TANK OPENINGS WHICH ARE E W USED
<br /> a NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF SOUTHLAND SOUNDNESS. FILL MATERIAL SHALL NOT HAVE MORE THAN 37 PASSING A #8 SIEVE. SHALL NOT BE OVERTIGHTENED BE TA AS THIS MAY CAUSE THE BUSHING G UNSCREW WITH
<br /> REPRESENTATIVE. DAMAGE TO ANY SOUTHLAND EQUIPMENT DUE 7O IMPROPER INSTALLATION DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. THE PLUG. CARE SHALL BE TAKEN NOT TO CROSSTHREAD OR DAMAGE THE NON-
<br /> AND/OR UNAUTHORIZED START-UP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. METALLIC BUSHINGS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.
<br /> 2.1,3 SAND: (WHEN APPROVED IN WRITING ON A PER PROJECT BASIS.) MATERIAL 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS.
<br /> 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL SHALL BE CLEAN, WASHED, INERT, WELL GRANULATED WITH LESS THAN 8% BY
<br /> ANCHORING SHALL BE REQUIRED.
<br /> WEIGHT PASSING A x{200 SIEVE.
<br /> BE COMPLETE. ALL UTILITIES SHALL BE CONNECTED AND OPERATIONAL. ALL o
<br /> LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. 3.7,1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT
<br /> 3 2.2 GEOTEXTILE MATERIAL: SOIL STABILIZATION FILTER FABRIC MATERIAL SHALL BE ONE SYSTEM(S) AND PROPERLY SIZED PUMP(S).
<br /> 5.5 VERIFICATION: PRIOR TO SCHEDULING OF START-UP, CONTRACTOR SHALL OBSERVE OF THE FOLLOWING:
<br /> AND VERIFY CORRECTNESS AND COMPLIANCE TO SOUTHLAND'S DRAWINGS AND 2,2.1 PHILLIPS FIBERS, SURPAC 4NP (PHONE #800-845-5737). 3.7.2 ANCHORS: DEADMAN SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED IN 5
<br /> SPECIFICATIONS FOR THE FOLLOWING: DRAWINGS AND AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 12" FROM
<br /> 6i 2.2.2 HOECHST CELANESE CORPORATION TREVIRA 51125 (PHONE #800-845-7597). OUTSIDE VERTICAL LINE OF TANK(S) AS SHOWN ON DRAWINGS.
<br /> 5.5.1 MANWELLS SHALL BE PROPERLY CENTERED/INSTALLED AT OVERFILLS, SUBMERSIBLES, 2,2.3 REEMAY, INC., TYPAR 3401 OR TYPAR 3341 (PHONE x/800-321 -6271 . � a,
<br /> VAPOR RECOVERY, AUTOGAUGING, OBSERVATION TUBES AND SUMP/RISERS, ) 3.7.3 TIE DOWNS: STRAPPING MATERIAL SHALL BE AS PER TANK MANUFACTURER'S
<br /> PART 3 - EXECUTION REQUIREMENTS.
<br /> of 5.5.2 PROPER HEIGHT OF GRAVEL BACKFILL AROUND SUMP/RISERS. 3.7.4 TURNBUCKLES: TO REMOVE CABLE SLACK, UTILIZE 5/8 " JAW TYPE TURNBUCKLES,
<br /> U 5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PIUNG AND
<br /> w CRIBBING. ONE EACH SIDE OF TANK (2 PER STRAP).
<br /> 5,5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE. 3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS.
<br /> 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK. OWNER DATES
<br /> 5.5.5 LEAK DETECTORS INSTALLED. - RESERVES THE RIGHT TO MAKE ADJUSTMENTS IF DISCREPANCIES ARE FOUND BY 3.7.6 INSULATION: TANKS SHALL BE INSULATED FROM TIEDOWNS BY PLACEMENT OF 15JUL97
<br /> 5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION CONTRACTOR. REPORT DISCREPANCIES TO OWNER'S LOCAL CONSTRUCTION MANAGER. APPROVED DI-ELECTRIC MATERIAL BETWEEN STRAP AND TANK. MATERIAL SHALL BE
<br /> AID STRIPE. SET AND MAINTAIN NECESSARY STAKES. BATTER BOARDS AND REFERENCE POINTS, PETROLEUM RESISTANT MATERIAL AS APPROVED BY TANK MANUFACTURER. PROJECT NO:
<br /> 3010.20
<br /> 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE 3.7.7 COATING: COVER ALL NON-GALVANIZED HARDWARE WITH TWO (2) COATS OF
<br /> SUMP/RISERS, PROPERLY SET AND SEALED TO TANK MANWAY OR FITTINGS AND DRAWINGS, PLUS SUFFICIENT DISTANCE AND SPACE TO PERMIT INSTALLATION OF TANKS, ASPHALT IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL DRAWN. MSP
<br /> CLEANED OUT FREE OF DEBRIS AND CONCRETE. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR MOISTURE CONTENT OF 3.8 LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS,
<br /> 5.5.8 TANKS CLEAN AND FREE OF WATER. THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF UTILIZING LIFTING LUGS PROVIDED ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED
<br /> 5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENT SIZE, DESIGN AND LIFT CAPACITY APPRGVEDSCI
<br /> CONCRETE. SOUTHLAND CORPORATION'DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, DENTED, DROPPED
<br /> GREATER. OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S DRAWING
<br /> 5.5.1G DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAMEAND3.4 SAWCUTTING: IF'.PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND REPRESENTATIVE IMMEDIATELY CONTACTED FOR RECERTIFICATION OF TANKS. CONTACT LOCAL
<br /> DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. ALL TRENCHES SHALL BE CUT WITH CONCRETE SAW. NOTE: PAVING TO BE CUT 2' CONSTRUCTION OFFICE OR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE FSP-2
<br /> 5.5.11 FIRE VALVES SECURED TO FRAME WITH PROPER HARDWARE. . BEYOND EDGES OF TANK HOLD IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT HANDLING OF TANKS OR NOTABLE DAMAGE THERETO.
<br /> 5.5.12 PHASE it VAPOR RECOVERY LINES STU88ED UP AND SECURED IN PROPER LOCATION. _ TO NEW SLAB TO AVOID SETTLING. '
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