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:FORMANCE SPECIFICATION - CONT.
<br /> ION IV TANK INSTALLATION-CONTINUED SECTION V CONCRETE-CONTINUED SECTION VI PIPING DI
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<br /> T 3- INSTALLATION-CONTINUED PART 3-EXECUTION PART 1 -GENERAL
<br />_UGS:ALL UNUSED PLUGS SHALL BE REMOVED.APPLY COMPATIBLE NON-HARDENING PIPE SEALANT TO INTERNAL 3.1 GRADE CONTROL:ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS BY MEANS OF LINE AND GRADE IA SCOPE:THIS SECTION COVERS THE FURNISHING OF ALL LABOR,MATERIALS,SERVICES,EQUIPMENT AND RELATED RO
<br /> JSHING THREADS.PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS. STAKES AND SCREEDS. APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE PIPING SYSTEM FOR A GASOLINE
<br /> INSTALLATION.
<br /> iE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAV CAUSE THE BUSHING 3.2 FORMWORK:BUILD FORMS TO CONFORM TO SHAPE,LINES AND DIMENSIONS OF CONCRETE MEMBERS.BRACE AND
<br /> DUNSCREW WITH THE PLUG.CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NON-METALLIC BUSHINGS SE CURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS.MAKE FORMS PART 2-PRODUCTS
<br /> MEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING. SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE.ASSEMBLE FORMS IN SUCH A
<br /> MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE.FORMS SHALL BE IN OR NEAR NEW CONDITION;
<br /> IETHOLEIN3TALLATION:SHOULD GROUNDWATER BE PRESENT IN TANK EXCAVATIONS,76 FUELING'S LOCAL CLEAN,SMOOTHANDWITHOUT INDENTATIONS OR BENDS.INSTALL SLEEVES,MANHOLES,CAPS,BOXES AND POSTS IN 2.1 PRODUCT PIPING:PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WALL RIGID FIBERGLASS PI PING AS SPECIFIED BY 76
<br /> PRO PER LOCATIONS AND HEIGHTS.EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP AT FUELING.PIPING MUST SLOPE 118'PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP.
<br /> ONSTRUCTION ENGINEER MUST BE NOTIFIED.
<br /> ELEVATIONS OF FINISHED CONCRETE.NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS WITH A SLIGHTLY y F
<br /> 3.7.1 WELLPOINT:WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SVSTEM(S)AND ROUNDED EDGING TOOL. 2.2 VENT PIPING:PIPING SHALL BE FIBERGLASS PIPE.VENT LINE RISERS SHALL BE BLACK IRON PIPE AND EXTEND S'ABOVE
<br /> PROPERLY SIZED PUMP(S). ADJACENT STRUCTURE OR iZ-0"ABOVE FINISHED GRADE,VENT LINE RISERS SHALL NOT BE INSTALLED ON BUILDING
<br /> 3.3 REINFORCEMENT:FURNISHIS PLACED INSTALL ALL REINFORCINGFMOCA NGS INDICATED ONWILL GMEOR DUCETHEBOND.MEAL UNLESS APPROVED IN WRITING.
<br /> 3.].2 ANCHOR STRAPS:DEAD MANAS INE OF TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS.PLACE THETIMECONCR SHALL
<br /> BE STORED SO BE FREE FROM FRERINGF R MINIMUM F4 HOURS PRIOR
<br /> TO PLACEMENT
<br /> 8'FROM OUTSIDE VERTICAL LINE OF TANK(S)ASDENOTED ON DRAWINGS. ALL REINFORCETSHALLALL BE FABRICATED
<br /> ANDVENTFRE ACCORDANCE
<br /> AMINIMUMANDARDS OF ACI.METAL DISPENSER
<br /> 2.3 STAGE11 VAPOR SERISAND TO TA PIPING:PIPINGSHALL BE FIBERGLASS,PIPING MUST SLOPE 1/8'PER FOOT MINIMUM FROM
<br /> ALLREINFORCEMENTSHALLBEFABRICATED AND AND ADEQUATELY
<br /> ACCORDANCE WITH STANDARDS LI ACI.METAL DISPENSER ISLAND TO TANK.
<br /> 3.].3 TIE DOWNS:SUPPLIED BY TANK MANUFACTURER. REINFORCEMENT 36 DIAMETERS AT CORNERS AND
<br /> SPLICES,
<br /> TREQUIRSECURED IN POSITION,SPLICES IN ADJACENT BARS N
<br /> SHALL BE LAPPED 36 DIAMETERS AT CORNERS AND SPLICES,AS REQUIRED, 2.4 BACKFILL:ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S
<br /> 3.].4 TAKE-UP FIXTURE&TURNBUCKLE:TO REMOVE CABLE SLACK,UTILIZE THE TAKE-UP FIXTURE FOR 8' SPECIFICATIONS.
<br /> DIA.TANK:MIN SIZE 26"MAX SIZE 43".WEIGHT 16 LB. 3.4 MIXING AND TRANSPORTING CONCRETE:CONCRETE SHALL BE READY MIXED AND SHALL MEET REQUIREMENTS OF ASTM
<br /> C&4 FOR MIXING AND DELIVERY.FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL
<br /> 3.].S STRAP PLACEMENT:AS PER TANK MANUFACTURER'S SPECIFICATIONS. CONSTRUCENTRANMETION NT(IFOFFICE WHEN REQUIRED.TICKETS ANVIANDBRANDOFFCEMENT.NO EHALL MOU TCIFY STRENGTH,OF WATERADDEDAATJOBGGREGATESIZES.AIR PART 3-INSTALLATION
<br /> 3.7.6 COATING:COVER ALL NON-GALVANIZED HARDWARE WITH TWO(2)COATS OF ASPHALT
<br /> IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL. 35 PLACING CONCRETE: 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
<br /> IFTING:TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.UTILIZING LIFTING LUGS 3.5.1 NOTIFICATION:THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION OFFICE AT INSTRUCTIONS AND STATE AND LOCAL CODES.
<br /> ROVIDED ON TANKS.TANKS SHALL NOT BE ROLLED,DROPPED OR WRAPPED WITH CHAINS.EQUIPMENT OF SUFFICIENT LEAST48 HOURSBEFOREPLACING ANY CONCRETE.THE CONTRACTOR SHALL NOTIFY ALL TRADES 3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL SUIT FIELD CONDITIONS,THE
<br /> IZE,DESIGN AND LIFT CAPACITY SHALL BE UTILIZED FOR SETTING OF TANKS.SHOULD TANKS BE BUMPED, AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS BEFORE PLACING ANY CONCRETE IN CHARACTERISTICS OF THE MATERIALS USED,AND THE INSTRUCTIONS OF THE CONSTRUCTION MANAGER.VERIFY ALL
<br />'ENTED,DROPPED OR MISHANDLED IN ANY WAV,INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED BLOCKING,SLEEVED,POCKETS,ETC. DIMENSIONS IN THE FIELD.ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION,
<br /> PRESENTATIVE IMMEDIATELY CONTACTED FOR RE-CERTIFICATION OF TANKS.CONTACT LOCAL CONSTRUCTION OFFICE MAINTENANCE,SERVICE AND REPAIR OF THE WORK.
<br /> IR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO. 3.5.2 PROTECTION:PROTECT ALL WORK OF OTHER TRADES AS REQUIRED.
<br /> ACK FILLPLACEMENT:ONCE TANKS ARE PROPERLY SET IN PLACE,CAREFULLY BACK FILL ENTIRE EXCAVATION,HAND 3.5.3 WETTING:THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING CONCRETE. 3.3 LOCATE,IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK BEFORE STARTING EARTHWORK
<br /> G OPERATIONS.IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK
<br /> SHOVELINAND TAMPING ALONG BOTTOM OF TANK(S)30 THEY ARE EVENLY SUPPORTED AROUND BOTTOM.SPECIAL
<br /> PLACING:PLACE ALL CONCRETE IN ACCORDANCE WITH ACI614.MINIMUM CONCRETE 3.5.6 COVER OVER PROCEDURES.
<br /> TTENTION SHALL BE PAID TO BOTTOM QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS.DO NOT DROP TO
<br />.ACK FILL FROM HIGH DISTANCE ONTO TANKS.TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY.BACKFILL INSUREREINFORC CONTINUOUME S
<br /> LOWER FROM
<br /> TO
<br /> PLACE
<br /> DEPOSIT
<br /> SPACE.AND METHODS TO 3.6 CONSULSHOULD THE NCHANTED OR
<br /> INCORRECTLYTIMANAGER
<br /> IMMEDIATELY FHARTED PIPING OR OTECTIONHER AS TO PROCEDURER O DURING EXCAVATION,
<br />'LACEMENT PER MANUFACTURER INSTALLATION SPECIFICATIONS. INSURE I CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE,TAMP ANO CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE.COOPERATE WITH THE
<br /> MECHANICALLY ALLOWVIBRATEFREE FALL
<br /> OF PLACEDCONCRETEETO XCCOMPACT THOROUGHLY AND ELIMINATE CONDITION,PUBLIC ANOPRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY
<br /> VOIDS.DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. CONDITION.
<br /> t_
<br /> IALLASTING:IF GROUND WATER IS PRESENT,TANKS SHALL BE FILLED WITH BALLAST(WATER)U AVOID SHIFTING
<br /> IOVEMENT.COST OF WATER AND REMOVAL SHALL BE CONTRACR3R COST.DO NOT IN STALL SUBMERGIBLE PUMPS IN 36 FINISHING CONCRETE: 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES,VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS
<br />'ANKS FILLED WITH WATER.DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL. SHALL BE A 4'DIAMETER PIPE. '
<br /> 3.6.1 SLABS SHALL BE ATRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF il4"WHEN TESTED l
<br />'ROECTION:CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION WITH A IOSTRAIGHTEDGE AT 3'INTERVALS IN BOTH DIRECTIONS.SCREED AND FLOAT CONCRETE 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS,EXCEPT
<br /> ROM SURFACE WATERS WITH DANS,BERMS.OR OTHER MEANS PENDING COMPLETION OF INSTALLATION,EXCAVATION FOR SLAB WITH STRAIGHTEDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL.WOOD FLOAT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER,AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY I
<br />(HALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE.WATER SHALL NOT BE CONCRETE WHILE STILL GREEN TO ATRUE,EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE, SERVICE HAS BEEN PROVIDED.
<br />-OWED TO ACCUMULATE IN EXCAVATION.DEMATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRV AS POSSIBLE. AFTER SURFACE MOISTURE HAS DISAPPEARED,STEEL TROWEL SURFACE TO A SMOOTH,EVEN
<br /> FINISH,FREE FROM BLEMISHES AND TROWEL MARKS,AFTER TROWELING,BRUSH SURFACE OF 3.] CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA,DO NOT USE
<br /> CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM,UNIFORM,NONSLIP TEXTURED TRENCH EXCAVATIONS FOR SIE UTILITIES AS TEMPORARY DRAINAGE DITCHES.REMOVE ALLTRASH,DEBRIS AND FOREIGN
<br /> TION V CONCRETE SURFACE.STROKE CROSSWISE TO LENGTH. MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL.
<br /> 3.7 CURING:UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM,PROTECTIVE CURE FOR ALL SLABS.DO NOT USE 3,8 ALL PRODUCT,VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS.A MINIMUM OF 2"IN 8'(1/6"IFT)WITH NO
<br /> CALCIUM CHLORIDE.CURING METHODS SHALL CONFORM TO ACI STANDARD 606-99 AND AGI STANDARD 306-66. SAGO TRAPS.LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6'OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE
<br />;T1 -GENERAL 3.8 REMOVAL OF FORMS:DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY AND A MINIMUM OF IB OFBACK Fla MATERIAL ABOVE. o
<br /> SCOPE:THIS SECTION COVERS THE FURNISHING OF ALL LABOR.MATERIALS,SERVICES,EQUIPMENT AND APPLIANCES SUPERIMPOSED LOADS. 3.9 SUBMERGED PUMP,FILL PIPE,AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK
<br /> OPENINGS AS SHOWN ON DRAWINGS.
<br /> 3EQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO CONCRETE. 3.9 PATCHING:NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER.
<br /> 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS.
<br />:T 2-PRODUCTS 3.10 TEMPERATURE:
<br /> 3.10.1 COLDWEATHER:WHENMEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 60 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE.FILL PIPE AND VAPOR RECOVERY RISER SHALL BE CUT TO THE PROPER
<br /> NATERIALS: DEGREES FAHRENHEIT,MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN S"(+OR-1")OF THE TOP OF THE MANHOLE.
<br /> FAHRENHEIT FOR MINIMUM OF]2 HOURS. 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS.
<br /> 2.1.1 AIR ENTRAINING AGENT:ASTM C 2604B0-T.'PROTEX"MANUFACTURED BY PROTEX INDUSTRIES OR
<br /> APPROVED EQUAL. 3.10.2 HOT WEATHER:MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS,SHADING,FOG SPRAY, 3,13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDEREACHDISPENSERANDSECUREDTO
<br /> SPRINKLING,PONDING OR WET COVERING IN ADVANCE OF PLACEMENT.TAKE SUCH PROTECTIVE THE DISPENSER BOX.THESE VALVES MUST BE INSTALLED WITH THE SHEAR SECTION FLUSH AT THE TOP OF THE
<br /> 2.1.2 PORTLANDCEMENT:CONFORM TO ASTM C-16DWPE I;TYPE II WHERE WATER SOLUBLESULFAES MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW.
<br /> DISPENSER SUMP,AS DENOTED ON PLANS.
<br /> ARE PRESENT.
<br /> 3.11 OWNS SHAUL AY OR
<br /> SHALLBE ETEORGERED TESTING.COMPACTION
<br /> TION ESTS SHALL
<br /> OE ER..CONSTRUCTIONPRIOR TIO TO PLACEMENT
<br /> THE 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING,ALL PIPING INCLUDING VENT LINES SHALL BE ISOLATED
<br /> 2.1.3 AGGREGATES:CONFORM TO ASTM C-33. CONCRETE
<br /> ON GRADE ALLCONCRETEOWNERS
<br /> IERVICES FOR
<br /> TESTING TESTS.
<br /> ANY FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING INSTRUCTIONS.
<br /> CONCRETE ON GRADE.CONTRACT OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS.TESTS WILL BE
<br /> 2.1.4 WATER:SHALL BE CLEAN AND POTABLE. PAID FOR BY OWNER. 3.15 IF SUBMERGED,PUMP RISER IS TO BE LENGTHENED,THE PROPER 4'THIN WALL RISER AS PRODUCED BY MANUFACTURER F
<br /> 2.1.5 SAOCONFORMTOASTMCG144. $.12 THICKNESS: SHALL BE USED, 1z
<br /> 2.1.6 STEEL REINFORCING:CONFORM TO ASTM A-615,GRADE So(EXCEPT WHERE NOTED OTHER WISE) 3.12.1 SLAB OVER TANKS SHALL BE B'CONCRETE SLAB WITH.REINFORCING BARS AT IZ'OC EACH WAY 3.16 ALLVALVESAND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT LIST.REFER TO LIST OF LL
<br /> YIELD STRENGTH 80,000 PSI. TON HE TANK SU(CHAIRS).ANF SADIALREINFAIRS). AROUND MANHOLES IN UPPER PORTION OF
<br /> MATERIALS SUPPLIED BY OWNER,
<br /> THE TANK SUB SHALL BE ON 5"SADDLES(CHAIRS). 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED.WELLS ARE TO BE POSITIONED IN EXCAVATION HOLE PRIOR C
<br /> 2.1.7 HEIGHTS REQUIRED.
<br /> BNGBARSRTS POIS,CHAIRTERES,ETC.HEALL RTH OR COLD DRAWN ELSHALL WITH TOWELLBEDDING MATERI B AND SUPPORTEDTOREMAINVERTICALTANKDURING AVATIOFILL OPERPOF PI.BOTTOMOF MI
<br /> CAST S REQUIRS OR IN SUPPORTS H CHAIRS NO.HCP WANG ON DED PLATES ON BOTTOM S PRE 3.12,2 CA REINFORCEMENT
<br /> CEMENTSUBS M SHALL L BE CONCRETE.REINFORCEMENT SHALL BE p3'S AT 18"OC EACH WAY. OBSERVATION 12'DIMETER OBS RNHALL BE 12'MINIMUM SAMPLE HELL MATE IA TANK EXGL BE FURNISHED
<br /> Y C O CONTRACTOR.
<br /> TO.LOcKIATE
<br /> CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO.HCP WITH WELDED PLATES ON BOTTOM AS REINFORCEMENT SHALL BE ON 2'SADDLES(CHAIRS). IN 12'DIAMETER OBSERVATION BOX.SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BV CONTRACTOR.LOCKING 11
<br /> MANUFACTURED BY HOHMANN&BERNARD.INC.
<br /> 3.13 CANOPY FOOTINGS:CANOPY FOOTINGS SHALL BE INSTALLED BY FUEL CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED CAPS AND KEYED ALIKE LOCKS PROVIDED TO]fi FUELING,INC.REPRESENTATIVE. 11
<br /> 2.1.8 FORMS:CLEAN,STRAIGHT LUMBERER MOISTURE RESISTANT PLYWOOD.KNOTHOLES, gVTHE CANOPYCOMPANY.ALL MATERIALS SHALL BEEQUAL TOORBETTER THAN SPECIFIED ELSEWHERE INTHIS SECTION. 3.18 CODES:THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE,&NFPA SIM AUTOMOBILE AND MARINE SERVICE Li
<br /> DEFORMATIONS,ETC.,SHALL NOT BE ALLOWED.
<br /> 3.14 PROTECTION OF ALL CONCRETE SURFACES:IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECTALL ACCSTATION BLE STA D RDS.CODE
<br /> APART RED TO SPECIFIC ATI N. C
<br /> 2.1.9 EXPANSION JOINT FILLERS:ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D-60-T. CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER,INCLUDING EXCESSIVE LOADING,SHIPPING,CRACKING, MORE
<br /> ENTRE REQUIREMENTS
<br /> ESWHI BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR
<br /> USE 11T THICK OR AS INDICATED ON DRAWINGS.TOP OF JOINT MATERIAL SHALL BE SET 112.BELOW STAINING,PAINT SPUTTERS.ETC,THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM MORE STRINGENT REQUIREMENTS WHICH
<br /> TOP SURFACE OF SLAB,FILL VOID WITH GASOLINE RESISTANT SEALER. COLOR AND TEXTURE AT COMPLETION OF THE PROJECT,REPLACE ANY CONCRETE DAMAGE DURING CONSTRUCTION. 3.19 STARTUP:PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM,PRODUCT LINES SHALL PASS HYDROSTATIC LINE TEST.ALL
<br /> 2.1.10 CALCIUM CHLORIDE:NOT PERMITTED. 3.15 GRADE CONTROL:ESTABLISH AND MAINTAIN LINES AN GRADES FOR CONCRETE ITEMS. SITE IMPROVEMENTS.INCLUDING PAVEMENTS AND UTILITIES,SHALL BE COMPLETED PRIOR TO THIS TEST. a
<br /> CONCRETE PROPORTIONS:CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE 3.20 INSPECTIONS:PIPING INSPECTION SHALL BE PERFORMED BY 76 FUELING,INC:S APPOINTED REPRESENTATIVE. a
<br /> STRENGTH.ALL CONCRETE,UNLESS NOTED OTHERWISE ON DRAWINGS,OR REQUIRED OTHERWISE BV CODES,SHALL BE 3.21 CLEANUP:CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION,KEEPING THE PREMISES CLEAN AND NEAT AT
<br /> DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 512 BAGS OF CEMENT PER CUBIC YARD OF ALL TIMES. C
<br /> CONCRETE.NOT MORE THAN 6112 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4"SLUMP,AIR
<br /> CONTENTS SHALL RANGE BETWEEN 4%AND 7%.
<br /> FUE
<br /> SPE
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