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PERFORMANCE SPECIFICATION
<br />SECTION IV TANK INSTALLATION - CONTINUED
<br />CONTINUED
<br />PART 3 - INSTALLATION - CONTINUED
<br />3.9 BACKFILL .PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULY BACKFILL
<br />ENTIRE EXCAVATION, HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANKS) SO THEY
<br />ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL ATTENTION SHALL BE PAID TO BOTTOM
<br />QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DOT NOT DROP
<br />BACKFILL "FROM 'HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE
<br />DENSITY.'
<br />3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS MAY BE FILLED WITH BALLAST
<br />(PRODUCT TO BE STORED IN TANK OR WATER) TO AVOID SHIFTING MOVEMENT, IF WATER
<br />IS UTILIZED, COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT
<br />INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. DO NOT BALLAST TANKS
<br />ABOVE LEVEL OF BACKFILL.
<br />3.11 PROTECTION: CONTRACTOR SHAI..L BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION
<br />FOR TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS
<br />PENDING COMPLETION OF INSTALLATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH
<br />LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NO BE ALLOWED
<br />TO ACCUMULATE IN EXCAVATION. DEWATER AS REQUIRED TO MAINTAIN EXCAVATION DRY
<br />AS POSSIBLE.
<br />SECTION V CONCRETE
<br />SECTION V CONCRETE - CONTINUED
<br />PART 3 - EXECUTION CONTINUED
<br />3.5.4 PACING PLACE ALL CONCRETE IN ACCORDANCE WITH AGI 614. MINIMUM CONCRETET
<br />E
<br />COVER OVER REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLINGEQUIPMENT
<br />AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT
<br />SPACE, TAMP AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT
<br />THOROUGHLY AND ELIMINATE VOIDS. .DO NOT ALLOW ,FREE FALL OF CONCRETE TO
<br />EXCEED 5'
<br />3.5 FINISHING CONCRETE:
<br />3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4"
<br />WHEN TESTED WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECTIONS., SCREED
<br />AND FLOAT CONCRETE FOR SLAB WITH STRAIGHTEDGES TO ;BRING SURFACE TO
<br />REQUIRED FINISHED LEVEL. WOOD FLOAT CONCRETE WHILE STILL GREEN TO A TRUE,
<br />EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE, AFTER SURFACE MOISTURE HAS
<br />DISAPPEARED, STEEL TROWEL SURFACE TO A.SMOOTH, EVEN FINISH, FREE FROM
<br />BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE
<br />WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NONSLIP TEXTURED
<br />SURFACE, STROKE CROSSWISE TO LENGTH,
<br />3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PORTECTIVE CURE
<br />FOR ALL SLABS. DQ NOT USE CALCIUM CHLORIDE, CURING METHODS SHALL CONFORM
<br />TO ACI STANDARD 605-99 AND ACI STANDARD 306-66,
<br />OF FORM DOT NOT REMOVE FORM" UNTIL CONCRETE HAS ATTAINED
<br />PART 1
<br />- GENERAL
<br />3.8 REMOVAL �. Q
<br />3.2
<br />FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF
<br />P
<br />SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS.
<br />1.1
<br />SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />3,9 PATCHINC: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER,
<br />MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND
<br />EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLEY INCIDENTAL
<br />SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FROMS IN
<br />TO CONCRETE
<br />3. 1 OTEMPERATURE:
<br />PART 2 - PRODUCTS
<br />3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS
<br />SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR
<br />THAN 40 DEGREES FARENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND
<br />2.1
<br />MATERIALS:
<br />70 DEGREES FARENHEIT FOR MINIMUM OF 72 HOURS.
<br />2.1.1
<br />AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY
<br />3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING,
<br />PROTEX INDUSTRIES OR APPROVED EQUAL.
<br />FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE
<br />2.1.2
<br />PROTLAND CEMENT: CONFORM TO ASTM C-150 TYPE 1; TYPE II WHERE WATER
<br />SUCH PROTECTIVE MEASURES AS QUICKLY AS. CONCRETE HARDENING AND FINISHING
<br />3.3
<br />SOLUBLE SULFATES ARE PRESENT.
<br />OPERATIONS -WILL ,ALLOW.
<br />2.1.3
<br />AGGREGATES: CONFORM TO ASTM C-33.
<br />3.1 TFESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S
<br />2.1.4
<br />WATER: SHALL BE CLEAN AND POTABLE.
<br />CONSTRUCTION MANAGER. THE OWNER SHALL PAY FOR ALL CONCRETE .TESTING. COMPACTION
<br />2.1.5
<br />SAND: CONFORM TO ASTM C-144.
<br />TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT'OF ANY CONCRETE ON GRADE. CONTRACT
<br />2.1.6
<br />STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED
<br />OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING FESTS: TESTS WILL BE PAID
<br />'BY
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<br />OTHER WISE) YIELD STRENGTH 60,000 PSI.
<br />FOR OWNER,
<br />2.1.7
<br />WELDED WIRE FABRIC: CONFORM TO ASTM A-185.
<br />3.12THICKNESS:
<br />2.1.8
<br />ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD
<br />3.12-ISLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH #3 REINFORCING BARS AT
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<br />DRAWN WIRE WITH HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH
<br />12" O.C. EACH WAY ON 2 1/2 SADDLES.
<br />3.4
<br />OR GRAVEL SHALL BE PRECAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP
<br />3.12;21SLAND SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE 6/6 X 6/6
<br />WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY HOHMANN & BERNARD, INC.
<br />WELDED WIRE MESH OR #3'S AT 18" C.C.'EACH WAY. REINFORCEMENT SHALL BE
<br />2.1.9
<br />FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD KNOT
<br />2 - 2 1/2" ABOVE BOTTOM OF CONCRETE.
<br />HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED.
<br />3.13CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE
<br />2.1.10
<br />EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO
<br />CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY JItnCO CANOPIES. ALL MATERIALS
<br />3.5
<br />ASTM D -60-T. USE 1/2" THICK OR AS INDICATED ON DRAWINGS.
<br />SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION.
<br />2,
<br />1.1 1 CALCIUM CHLORIDE: NOT PERMITTED.
<br />3'.14PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILTY OF THE GENERAL
<br />2.2
<br />CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL
<br />CONTRACTOR TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER,
<br />INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC.
<br />GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS,
<br />THE OWNER EXPECTS EXPOSED CONCRETE SURFACES -TO BE CLEAN AND OF UNIFORM COLOR
<br />OR REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT
<br />AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE DURING
<br />28 DAYS WITH NOT LESS THAN .5 1/2 BAGS OF CEMENT PER CUBIC YARD OF CONCRETE.
<br />CONSTRUCTION.
<br />NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A
<br />Z
<br />4" SLUMP', AIR CONTENTS SHALL RANGE BETWEEN 4% AND 7%.
<br />3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS
<br />in
<br />PLACING CONCRETE.
<br />THE PREMISES CLEAN AND NEAT AT ALL TIMES
<br />PART .S - EXECUTION
<br />3.1
<br />GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS
<br />SECTION
<br />VI
<br />PIPING
<br />ART 1 - GENERAL=
<br />1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO
<br />A COMPLETE PLUMBING SYSTEM FORA GASOLINE INSTALLATION.
<br />ART 2 -- PRODUCTS
<br />2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE,ENVIROFLEX FLEXIBLE
<br />DOUBLE PIPING AS MANUFACTURED' BY TOTAL CONTAINMENT, INC.
<br />2. 1.1 ONLY TOTAL CONTAINMENT, INC. SUMP/RISERS AND DISPENSERS SHALL BE
<br />UTILIZED SO AS TO PROVIDE ACCESS TO ALL PRIMARY AND SECONDARY PIPE FITTINGS.
<br />2.2 VENT PIPING: PIPING SHALL BE 2" FIBERGLASS PIPE. VENT LINE' RISERS SHALL BE GALVANIVED
<br />PIPE AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT
<br />LINE RISERS SHALL NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN' WRITING.
<br />2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS (RED THREAD 11
<br />AMERON OR EQUAL), PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER
<br />ISLAND TO TANK,
<br />2.4 BACKFILL ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL
<br />AND AS PER MAUFACTURER'S SPECIFICATIONS:
<br />ART' 3 - INSTALLATION
<br />3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE
<br />WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES,
<br />3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL
<br />SUIT FIELD CONDITIONS, THE CHARACTERSITICS OF THE MATERIALS USED, AND THE
<br />INSTRUCTIONS OF -THE CONSTRUCTION MANAGER VERIFY ALL DIMENSIONS IN THE FIELD,
<br />ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPEATION,
<br />MAINTENANCE, SERVICE AND. REPAIR OF THE WORK.
<br />3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK
<br />BEFORE -STARTING" EARTHWORK OPERATIONS, IF UTILITIES ARE TO REMAIN IN PLACE
<br />PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES.
<br />3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OROTHERUTILITIES BE
<br />ENCOUNTERED DURING EXCAVATION,' CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR
<br />DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE
<br />UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES- IN STAISFATORY CONDITION.
<br />5.5 VERTICAL RISERS FROM TANKS FOR ALL FILL. PIPES, VAPOR RECOVERY ADAPTERS AND
<br />AUTO GAUGING ADAPTATIONS, SHALT_ BE A 4" DIAMETER PIPE,
<br />SECTION VI PIPING - CONTINUED
<br />PART 3 INSTALLATION - CONTINUED
<br />3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY
<br />THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION
<br />MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN
<br />PROVIDED,
<br />3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR
<br />RUN-OFF AREA. NOT E DO 0 USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY
<br />DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES
<br />PRIOR TO PLACING PIPING MATERIAL.
<br />3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS A
<br />MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO SAG OR TRAPS. LINES SHALL BE IN TRENCHES
<br />WITH A MINIMUM OF 6" OF BACKFILL MATERIAL ON ALL SIDES, HORIZONTAL AND VERITCAL.
<br />3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTORS AND VAPOR RECOVERY ADAPTOR
<br />SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS.
<br />3.1ORLL PIPE SHALL HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON
<br />DRAWINGS.
<br />3.1 1 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER
<br />SHALL BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN
<br />5" (+ OR - 1") OF THE TOP OF THE MANHOLE.
<br />3.120VERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS.
<br />3.13REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER
<br />EACH DISPENSER AND SECURED TO THE ISLAND PUMP BOX. THESE VALVES MIDST BE
<br />INSTALLED WITH THE SHEAR SECTION AT 1" TO 1/4" BELOW THE TOP OF THE ISLAND.
<br />3.14AFTER ALL PIPING IS COMPLETE AND PRIOR -TO BACKFILLING, ALL PIPING INCLUDING
<br />VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S
<br />TESTING INSTRUCTIONS.
<br />3.151E SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THINWALL RISER
<br />AS PRODUCED BY MANUFACTURER SHALL BE USED.
<br />3.16ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT
<br />LST. REFER TO LIST OF MATERIALS SUPPLIED BY OWNER.
<br />3,170BSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE
<br />POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED
<br />TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S)
<br />SHALL BE 12" MINIMUM BELOW THE BOTTOM OF 'TANK EXCAVATION PIT. TOP OF PIPE TO
<br />TERMINATE IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL
<br />BE FURNISHED BY CONTRACTOR.
<br />3.18CODES THE NEPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, LATEST EDITION,
<br />IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE
<br />MINIMUM ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL
<br />GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH
<br />SHALL TAKE PRECEDENCE.
<br />3.19START-UP: PRIOR TO START-UP AND CHECK-OUT OF SYSTEM, PRODUCT LINES
<br />SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS
<br />AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST.
<br />3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY SOUTHLAND
<br />APPOINTED REPRESENTATIVE,
<br />3.21 CLEAN-UP: CLEAN -IJP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION,
<br />KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES.
<br />SECTION VII ELECTRICAL WORK
<br />PART 1 - GENERAL
<br />1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL
<br />TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING:
<br />1 .1 .1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANELBOARD
<br />OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC.
<br />1.1.2CONDUIT AND WIRING SYSTEM FOR INTERCOM.
<br />1.1.3WIRING SYSTEM TO SERVE ALL ELECTRIC -USING DEVICES, LIGHTING FIXTURES,
<br />PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING
<br />EQUIPMENT.
<br />1.1.4POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT.
<br />1.1.5ALL CONDUITS, CONNECTIONS, WIRE AND STUB -OUTS FOR FASCIA SIGHS)
<br />(WHEN SHOWN), CANOPY LIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS.
<br />1.1.6CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT' ON DRAWINGS.
<br />1.1.7ALL TRENCHING, EXCAVATIONS AND BACKFILL AS REQUIRED IN CONJUNCTION
<br />WITH ELECTRICAL WORK.
<br />1.1.81NCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE
<br />SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL
<br />SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES
<br />AND THE NATIONAL ELECTRIC CODE.
<br />1.2 CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY
<br />COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE
<br />ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY. REPORT TO OWNER
<br />IMMEDIATELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES OR TO BE HELD
<br />RESPONSIBLE FOR COMPLIANCE TO THESE CODES AND REGULATIONS. PROVIDE
<br />INSTALLATION SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND, SPECIFIED
<br />HEREIN.
<br />1.3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES,
<br />AND TAXES.
<br />1.4 PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION
<br />TO ENTIRE INSTALLATION SO THAT THE 'ENTIRE PROJECT CAN BE COMPLETED PER
<br />CONSTRUCTION SCHEDULE,
<br />1.5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS
<br />NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK
<br />FOUND' TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE
<br />DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK
<br />TO BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE
<br />ELECTRICAL SUBCONTRACTOR.
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<br />BY MEANS OF LINE AND GRADE STAKES AND SCREEDS.
<br />-
<br />3.2
<br />FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF
<br />P
<br />CONCRETE MEMBERS. BRACE AND SECURE TO WITHSTAND PLACING OF CONCRETE AND
<br />MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND
<br />SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FROMS IN
<br />SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE, FORMS
<br />P
<br />SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR
<br />�
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<br />BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN PROPER LOCATIONS
<br />AND HEIGHTS, EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH
<br />TOP AT ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE
<br />a
<br />ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING TOOL.
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<br />3.3
<br />REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING
<br />METAL REINFORCEMENT AT THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM
<br />COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE
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<br />STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT
<br />ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS
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<br />OF ACL METAL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED
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<br />IN POSITION. SPLICES IN ADJACENT BARS SHALL BE LAPPED 36 DIAMETERS AT CORNERS
<br />AND SPLICES. ADJACENT SHEETS OF WIRE MESH SHALL BE LAPPED AT LEASE 6" AND
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<br />SECURELY WIRED. SUPPORT ALL REINFORCEMENT WITH SADDLES AS REQUIRED.
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<br />3.4
<br />MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE .READY MIXED AND SHALL
<br />P
<br />MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE
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<br />DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL CONSTRUCTION OFFICE WHEN
<br />REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR
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<br />ENTRAINMENT (IF ANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB.
<br />3.5
<br />PLACING CONCRETE:
<br />3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION
<br />OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR
<br />SHALL NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS
<br />BEFORE PLACING ANY -CONCRETE IN ORDER THAT TRADES AFFECTED MY INSTALL
<br />REQUIRED BLOCKING, SLEEVED, POCKETS, ETC.
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<br />3,5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED.
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<br />3.5.3WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE
<br />�
<br />in
<br />PLACING CONCRETE.
<br />ART 1 - GENERAL=
<br />1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO
<br />A COMPLETE PLUMBING SYSTEM FORA GASOLINE INSTALLATION.
<br />ART 2 -- PRODUCTS
<br />2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE,ENVIROFLEX FLEXIBLE
<br />DOUBLE PIPING AS MANUFACTURED' BY TOTAL CONTAINMENT, INC.
<br />2. 1.1 ONLY TOTAL CONTAINMENT, INC. SUMP/RISERS AND DISPENSERS SHALL BE
<br />UTILIZED SO AS TO PROVIDE ACCESS TO ALL PRIMARY AND SECONDARY PIPE FITTINGS.
<br />2.2 VENT PIPING: PIPING SHALL BE 2" FIBERGLASS PIPE. VENT LINE' RISERS SHALL BE GALVANIVED
<br />PIPE AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT
<br />LINE RISERS SHALL NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN' WRITING.
<br />2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS (RED THREAD 11
<br />AMERON OR EQUAL), PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER
<br />ISLAND TO TANK,
<br />2.4 BACKFILL ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL
<br />AND AS PER MAUFACTURER'S SPECIFICATIONS:
<br />ART' 3 - INSTALLATION
<br />3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE
<br />WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES,
<br />3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL
<br />SUIT FIELD CONDITIONS, THE CHARACTERSITICS OF THE MATERIALS USED, AND THE
<br />INSTRUCTIONS OF -THE CONSTRUCTION MANAGER VERIFY ALL DIMENSIONS IN THE FIELD,
<br />ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPEATION,
<br />MAINTENANCE, SERVICE AND. REPAIR OF THE WORK.
<br />3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK
<br />BEFORE -STARTING" EARTHWORK OPERATIONS, IF UTILITIES ARE TO REMAIN IN PLACE
<br />PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES.
<br />3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OROTHERUTILITIES BE
<br />ENCOUNTERED DURING EXCAVATION,' CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR
<br />DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE
<br />UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES- IN STAISFATORY CONDITION.
<br />5.5 VERTICAL RISERS FROM TANKS FOR ALL FILL. PIPES, VAPOR RECOVERY ADAPTERS AND
<br />AUTO GAUGING ADAPTATIONS, SHALT_ BE A 4" DIAMETER PIPE,
<br />SECTION VI PIPING - CONTINUED
<br />PART 3 INSTALLATION - CONTINUED
<br />3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY
<br />THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION
<br />MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN
<br />PROVIDED,
<br />3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR
<br />RUN-OFF AREA. NOT E DO 0 USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY
<br />DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES
<br />PRIOR TO PLACING PIPING MATERIAL.
<br />3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS A
<br />MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO SAG OR TRAPS. LINES SHALL BE IN TRENCHES
<br />WITH A MINIMUM OF 6" OF BACKFILL MATERIAL ON ALL SIDES, HORIZONTAL AND VERITCAL.
<br />3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTORS AND VAPOR RECOVERY ADAPTOR
<br />SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS.
<br />3.1ORLL PIPE SHALL HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON
<br />DRAWINGS.
<br />3.1 1 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER
<br />SHALL BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN
<br />5" (+ OR - 1") OF THE TOP OF THE MANHOLE.
<br />3.120VERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS.
<br />3.13REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER
<br />EACH DISPENSER AND SECURED TO THE ISLAND PUMP BOX. THESE VALVES MIDST BE
<br />INSTALLED WITH THE SHEAR SECTION AT 1" TO 1/4" BELOW THE TOP OF THE ISLAND.
<br />3.14AFTER ALL PIPING IS COMPLETE AND PRIOR -TO BACKFILLING, ALL PIPING INCLUDING
<br />VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S
<br />TESTING INSTRUCTIONS.
<br />3.151E SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THINWALL RISER
<br />AS PRODUCED BY MANUFACTURER SHALL BE USED.
<br />3.16ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT
<br />LST. REFER TO LIST OF MATERIALS SUPPLIED BY OWNER.
<br />3,170BSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE
<br />POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED
<br />TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S)
<br />SHALL BE 12" MINIMUM BELOW THE BOTTOM OF 'TANK EXCAVATION PIT. TOP OF PIPE TO
<br />TERMINATE IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL
<br />BE FURNISHED BY CONTRACTOR.
<br />3.18CODES THE NEPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, LATEST EDITION,
<br />IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE
<br />MINIMUM ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL
<br />GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH
<br />SHALL TAKE PRECEDENCE.
<br />3.19START-UP: PRIOR TO START-UP AND CHECK-OUT OF SYSTEM, PRODUCT LINES
<br />SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS
<br />AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST.
<br />3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY SOUTHLAND
<br />APPOINTED REPRESENTATIVE,
<br />3.21 CLEAN-UP: CLEAN -IJP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION,
<br />KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES.
<br />SECTION VII ELECTRICAL WORK
<br />PART 1 - GENERAL
<br />1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br />EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL
<br />TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING:
<br />1 .1 .1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANELBOARD
<br />OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC.
<br />1.1.2CONDUIT AND WIRING SYSTEM FOR INTERCOM.
<br />1.1.3WIRING SYSTEM TO SERVE ALL ELECTRIC -USING DEVICES, LIGHTING FIXTURES,
<br />PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING
<br />EQUIPMENT.
<br />1.1.4POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT.
<br />1.1.5ALL CONDUITS, CONNECTIONS, WIRE AND STUB -OUTS FOR FASCIA SIGHS)
<br />(WHEN SHOWN), CANOPY LIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS.
<br />1.1.6CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT' ON DRAWINGS.
<br />1.1.7ALL TRENCHING, EXCAVATIONS AND BACKFILL AS REQUIRED IN CONJUNCTION
<br />WITH ELECTRICAL WORK.
<br />1.1.81NCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE
<br />SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL
<br />SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES
<br />AND THE NATIONAL ELECTRIC CODE.
<br />1.2 CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY
<br />COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE
<br />ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY. REPORT TO OWNER
<br />IMMEDIATELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES OR TO BE HELD
<br />RESPONSIBLE FOR COMPLIANCE TO THESE CODES AND REGULATIONS. PROVIDE
<br />INSTALLATION SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND, SPECIFIED
<br />HEREIN.
<br />1.3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES,
<br />AND TAXES.
<br />1.4 PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION
<br />TO ENTIRE INSTALLATION SO THAT THE 'ENTIRE PROJECT CAN BE COMPLETED PER
<br />CONSTRUCTION SCHEDULE,
<br />1.5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS
<br />NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK
<br />FOUND' TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE
<br />DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK
<br />TO BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE
<br />ELECTRICAL SUBCONTRACTOR.
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