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PERFORMANCESPECIFICATION CONT .
<br /> SECTION IV TANK INSTALLATION - CONTINUED
<br /> SECTION V CONCRETE - CONTINUED SECTION VI PIPING
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<br /> PART 3 - INSTALLATION - CONTINUED PART 3 - EXECUTION
<br /> PART 1 - GENERAL
<br /> .5 PLUGS: 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
<br /> BUSHING THREADS, PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS. STAKES AND SCREEDS, 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR MATERIALS SERVICES, EQUIPMENT AND RELATED
<br /> APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE PIPING SYSTEM FOR A GASOLINE
<br /> 3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAY CAUSE THE BUSHING 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF CONCRETE MEMBERS. BRACE AND INSTALLATION.
<br /> TO UNSCREW WITH THE PLUG, CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NON- METALLIC BUSHINGS SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS
<br /> WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING.
<br /> SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FORMS IN SUCH A cv
<br /> MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION; PART 2 - PRODUCTS
<br /> 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, 7-(ELEVEN'S LOCAL CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN
<br /> CONSTRUCTION ENGINEER MUST BE NOTIFIED. PROPER LOCATIONS AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP AT 2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WALL RIGID FIBERGLASS PIPING AS SPECIFIED BY
<br /> ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS WITH A SLIGHTLY 7-ELEVEN. PIPING MUST SLOPE 118" PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP. m
<br /> 3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SYSTEM(S)AND ROUNDED EDGING TOOL, ,
<br /> PROPERLY SIZED PUMP(S).
<br /> 2.2 VENT PIPING: PIPING SHALL BE FIBERGLASS PIPE. VENT LINE RISERS SHALL BE BLACK IRON PIPE AND EXTEND 5'ABOVE Proto 08-21-17
<br /> 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING METAL REINFORCEMENT AT ADJACENT STRUCTURE OR 12'-0"ABOVE FINISHED GRADE. VENT LINE RISERS SHALL NOT BE INSTALLED ON BUILDING
<br /> 3.7.2 ANCHOR STRAPS: DEAD MAN AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLACE THE TIME CONCRETE IS PLACED, SHALL. BE FREE FROM COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL UNLESS APPROVED IN WRITING,
<br /> 6" FROM OUTSIDE VERTICAL LINE OF TANK(S)AS DENOTED ON DRAWINGS. REINFORCEMENT SHALL BE STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT
<br /> 3.7.3 TIE DOWNS; SUPPLIED BY TANK MANUFACTURER,
<br /> ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF ACI. METAL 2.3 STAGE I1 VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS. PIPING MUST SLOPE 118" PER FOOT MINIMUM FROM
<br /> REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS DISPENSER ISLAND TO TANK.
<br /> SHALL BE LAPPED 36 DIAMETERS AT CORNERS AND SPLICES, AS REQUIRED. cy)
<br /> 3.7,4 TAKE-UP FIXTURE &TURNBUCKLE: TO REMOVE CABLE SLACK, UTILIZE THE TAKE-UP FIXTURE FOR 8'
<br /> 2.4 BACK FILL; ALL (((MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S
<br /> DIA. TANK: IN 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 SPECIFICATIONS. C)
<br /> C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL Lo
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<br /> 3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS. CONSTRUCTION OFFICE WHEN REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES,AIR Q [/)
<br /> ENTRAINMENT (IF ANY)AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB. PART 3 - INSTALLATION � W �'
<br /> 3.7.6 COATING: COVER ALL NON-GALVANIZED HARDWARE WITH TWO (2) COATS OF ASPHALT t x O
<br /> IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL. 3.5 PLACING CONCRETE: V F- O W N
<br /> 3 .1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S Z (� 0 rn V
<br /> 3.8 LIFTING: 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 /> PROVIDED ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR SHALL NOTIFY ALL TRADES z � U U _�
<br /> SIZE, 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 3,2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL SUIT FIELD CONDITIONS THE ❑ Z U
<br /> REPRESENTATIVE
<br /> OR MISHANDLED 1N ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED BLOCKING, SLEEVED, POCKETS, ETC. CHARACTERISTICS OF THE MATERIALS USED, AND THE INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL W Q Z > Z LLl
<br /> REPRESENTATIVE IMMEDIATELY CONTACTED FOR RE-CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE DIMENSIONS IN THE FIELD. ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION, O W <C 0-
<br /> OR 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, MAINTENANCE, SERVICE AND REPAIR OF THE WORK. W ❑ Y
<br /> 3.9 BACK FILL PLACEMENT: 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 W "" co z
<br /> SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S)SO THEY ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL OPERATIONS, IF (UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK I Lu W """�
<br /> ATTENTION SHALL BE PAID TO BOTTOM QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP W
<br /> 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE COVER OVER PROCEDURES, U �
<br /> BACK FILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. BACKFILL REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND METHODS TO �
<br /> PLACEMENT PER MANUFACTURER INSTALLATION SPECIFICATIONS. INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE, TAMP AND 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, _
<br /> MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND ELIMINATE CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE
<br /> 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST (WATER)TO AVOID SHIFTING
<br /> VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY Nc�
<br /> MOVEMENT. COST OF WATER AND REMOVAL SHALT. BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS IN 3.6 FINISHING CONCRETE: CONDITION,
<br /> TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL.
<br /> 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS
<br /> 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION
<br /> 3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 114"WHEN TESTED SHALL BE A 4" DIAMETER PIPE,FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION, EXCAVATION WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECTIONS. SCREED AND FLOAT CONCRETE
<br /> SHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE, WATER SHALL NOT BE FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL. WOOD FLOAT 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS EXCEPT
<br /> CONCRETE WHILE STILL GREEN TO A TRUE, EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE. WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY
<br /> ALLOWED TO ACCUMULATE IN EXCAVATION. DE-WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY A5 POSSIBLE. AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN SERVICE HAS BEEN PROVIDED.
<br /> © FINISH, FREIE FROM BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF
<br /> SECTION I V CONCRETE CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NON-SLIP TEXTURED 3.7 CONVEY WATER (REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA. DO NOT USE
<br /> SURFACE, STROKE CROSSWISE TO LENGTH. TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN
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<br /> 3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PROTECTIVE CURE FOR ALL SLABS. DO NOT USE MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL.
<br /> PART 1 - GENERAL CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS. A MINIMUM OF 2" IN 8' (1/8"TFT) WITH NO
<br /> SAG OR TRAPS. LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6" OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE LN
<br /> 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY AND A MINIMUM OF 18" OF BACK FILL MATERIAL ABOVE,
<br /> 1.1 SCOPE; THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES SUPERIMPOSED LOADS.
<br /> REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO CONCRETE.. 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK
<br /> 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. OPENINGS AS SHOWN ON DRAWINGS.
<br /> ART 2 - PRODUCTS 3.10 TEMPERATURE: 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS.
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<br /> .1 MATERIALS: 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40
<br /> 3,11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE, FILL PIPE AND VAPOR RECOVERY RISER SHALL. BE CUT TO THE PROPER oC
<br /> 2.1.1
<br /> DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR- 1") OF THE TOP OF THE MANHOLE. all 0
<br /> AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY PROTEX INDUSTRIES OR FAHRENHEIT FOR MINIMUM OF 72 HOURS.
<br /> APPROVED EQUAL. 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS.
<br /> 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, FOG SPRAY,
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<br /> 2,1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE I; TYPE 11 WHERE WATER SOLUBLE SULFATES SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE SUCH PROTECTIVE 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER EACH DISPENSER AND SECURED TO
<br /> ARE PRESENT, MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW. THE DISPENSER (BOX. THESE VALVES MUST BE INSTALLED WITH THE SHEAR SECTION FLUSH AT THE TOP OF THE
<br /> DISPENSER SUMP,AS DENOTED ON PLANS, m
<br /> 2.1.3 AGGREGATES: CONFORM TO ASTM C-33. 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION MANAGER. THE
<br /> 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING, g
<br /> OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY ALL PIPING INCLUDING VENT LINES SHALL BE ISOLATED
<br /> 2.1.4 WATER: SHALL BE CLEAN AND POTABLE, CONCRETE ON GRADE. CONTRACT OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS, TESTS WILL BE FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING INSTRUCTIONS. � a
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<br /> 2.1.5 SAND: CONFORM TO ASTM C-144.
<br /> 3.12 THICKNESS: 3.15 IF SUBMERGED, PUMP RISER IS TO BELENGTHENED, THE PROPER 4" THIN WALL RISER AS PRODUCED BY MANUFACTURER O °'
<br /> SHALL BE USED. c
<br /> 2.1.6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED OTHER WISE) o 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH BARS AT 12" EQUIPMENTNT SHALL BE AS SHOWN ONE 0 O
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<br /> YIELD STRENGTH 60,000 PSI. OC EACH WAY 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT LIST, REFER TO LIST OF
<br /> ON 3" SADDLES (CHAIRS). ADDITIONAL REINFORCING AROUND MANHOLES IN UPPER PORTION OF MATERIALS SUPPLIED BY OWNER. ❑ U
<br /> 2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD DRAWN WIRE WITH THE TANK SLAB SHALL BE ON 5" SADDLES (CHAIRS). 00
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<br /> HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH OR GRAVEL SHALL BE PRE 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE POSITIONED IN EXCAVATION HOLE PRIOR O F- o (a U
<br /> CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP WITH WELDED PLATES ON BOTTOM AS 3.12.2 CANOPY SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE#3'S AT 18" OC EACH WAY. TO PLACING BEDDING MATERIAL.AND SUPPORTED TO REMAIN VERTICAL DURING BACK FILL OPERATIONS. BOTTOM OF O
<br /> MANUFACTURED BY HOHMANN & BERNARD, INC. REINFORCEMENT SHALL BE ON 2" SADDLES (CHAIRS). OBSERVATION WELL(S) SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO TERMINATE 00 Z m
<br /> 3IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BY CONTRACTOR. LOCKING o (/) C)
<br /> 2.1.8 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES, .13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY FUEL CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED CAPS AND KEYED ALIKE LOCKS PROVIDED TO 7-ELEVEN, INC. REPRESENTATIVE. Q m
<br /> DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. BY THE CANOPY COMPANY, ALL MATERIALS SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION. W
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<br /> 3.18 CODES; THE NFPA. 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE AND MARINE SERVICE {n D
<br /> 2.1.9 EXPANSION JOINT FILLERS:. ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D-60-T. 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL STATION CODE. IS BY REFERENCE MADE A PART OF THIS SPECIFICATION, SAID CODE SHALL DICTATE MINIMUM
<br /> USE 1/2" THICK OR AS INDICATED ON DRAWINGS, TOP OF JOINT MATERIAL SHALL BE SET 112" BELOW CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR p U � �
<br /> STAINING, PAINT SPLATTERS, 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,
<br /> 2.1.10 CALCIUM CHLORIDE: NOT PERMITTED.
<br /> 3.19 STARTUP: PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM, PRODUCT LINES SHALL PASS HYDROSTATIC LINE TEST. ALL E' a a a is c' m
<br /> 3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS. SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST, ° °w' co
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<br /> 2.2 CONCRETE PROPORTfON5: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE Q o- 3 c E
<br /> L6 3.20 INSPECTIONS: PIPING INSPECTION SHALL BE PERFORMED BY 7-ELEVEN IN L._c. 00, o fl o °'
<br /> STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES, SHALL BE INC.'S APPOINTED REPRESENTATIVE. o 5,s c Z' �.
<br /> DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 112 BAGS OF CEMENT PER CUBIC YARD OF Q R c Q u ` E o
<br /> CONCRETE. NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIR 3.21 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT " w �r o M-5 '� -°c
<br /> CONTENTS SHALL RANGE BETWEEN 4% AND 7%.
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