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PERFORMANCE SPECIFICATION
<br /> CONTE
<br /> SECTION VI PIPING
<br /> SECTION V CONCRETE - CONTINUED °
<br /> SECTION IV TANK INSTALLATION - CONTINUED �
<br /> PART 3 -" EXECUTION
<br /> PART 1 - GENERAL
<br /> PART
<br /> 3 - INSTALLATION - CONTINUE GRADES FOR CONCRETE ITEMS BY MEANS OF LINE AND GRADE 1 A SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED
<br /> T TO INTERNAL 3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRA APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE PIPING SYSTEM FOR A GASOLINE
<br /> 3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON-HARDENING PIPE SEALANT STAKES AND SCREEDS. INSTALLATION.
<br /> BUSHING THREADS. PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS,
<br /> 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, L1NE5 AND DIMENSIONS OF CONCRETE MEMBERS. BRACE AND
<br /> 3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAY CAUSE THE BUSHING SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS PART 2 _ PRODUCTS
<br /> TO UNSCREW WITH THE PLUG. CARE SHALL BETAKEN NOT TO CROSS THREAD OR DAMAGE THE NOW METALLIC BUSHINGS SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FORMS 1N SUCH A 1
<br /> WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING, MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION;
<br /> LL SLEEVES, MANHOLES, CAPS,, BOXES WAND POSTS ITH AT IN 2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WA
<br /> CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR BENDS. INSTALL RIGID FIBERGLASS PIPING AS SPECIFIED BY
<br /> 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, 7-ELEVEN'S LOCAL PROPER LOCATIONS AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLEDTOP 7-ELEVEN. PIPING MUST SLOPE 118" PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP.
<br /> CONSTRUCTION ENGINEER MUST BE NOTIFIED. ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS WITH A SLIGHTLY Proto 11-1a5-1
<br /> ROUNDED EDGING TOOL. 2.2 VENT PIPING: PIPING SHALL BE FIBERGLASS PIPE.VENT LINE RISERS SHALL BE BLACK IRON PIPE AND EXTEND 5'ABOVE
<br /> 3.7.1
<br /> WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELT. POINT SYSTEM{S}AND METAL REINFORCEMENT AT ADJACENT STRUCTURE OR 12'-0"ABOVE FINISHED GRADE.VENT LINE RISERS SHALL NOT BE INSTALLED ON BUILDING
<br /> PROPERLY SIZED PUMP(S). 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING UNLESS APPROVED IN AIVRITIN
<br /> G.
<br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLACE THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL
<br /> 3.7.2
<br /> ANCHOR STRAPS: DEAD MAN AS PER TANK REINFORCEMENT SHALL BE STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT 2.3 STAGE 11 VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS, PIPING MUST SLOPE 118" PER FOOT MINIMUM FROM
<br /> 6" FROM OUTSIDE VERTICAL LINE OF TANK{S}AS DENOTED ON DRAWINGS. ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF AGI. METAL DISPENSER ISLAND TO TANK.
<br /> REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS CD
<br /> CD
<br /> METERS AT CORNERS AND SPLICES, AS REQUIRED. 2.4 BACK FILL:ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S
<br /> 3.7.3 TIE DOWNS: SUPPLIED BY TANK MANUFACTURER. SHALL BE LAPPED 36 DIA
<br /> SPECIFICATIONS.
<br /> 3.7.4 TAKE-UP FIXTURE &TURNBUCKLE: TO REMOVE CABLE SLACK, UTILIZE THE TAKE-UP FIXTURE FOR 8' 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL MEET REQUIREMENTS OF ASTM z
<br /> " MAX SIZE 43". WEIGHT 16 LB. - FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL Z
<br /> DIA. TANK: MIN SIZE 26 C 94
<br /> N OFFICE WHEN REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES,AIR U oD © �
<br /> TANK MANUFACTURER'S SPECIFICATIONS.
<br /> CONSTRUCTION PART 3► - INSTALLATION
<br /> 3.7.5 STRAP PLACEMENT: AS PER ENTRAINMENT(IF ANY)AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB. Z cn Lo
<br /> N Q
<br /> 3.7.6 COATING: COVER ALL NON-GALVANIZED HARDWARE WITH TWO(2) COATS OF ASPHALT 3 5 PLACING CONCRETE: 3'
<br /> 1 ALL PRODUCT PIPING AND SPECIALTIES SHALE-BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S > � � Q LL0
<br /> IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL. INSTRUCTIONS AND STATE AND LOCAL CODES. Z - U
<br /> TIONS UTILIZING LIFTING LUGS 3.5.1
<br /> NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION OFFICE AT V
<br /> ON INSTRUCTIONS, BEFORE PLACING 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 W C] z W
<br /> 3.8 LIFTING. TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S {NSTALI-AT! SUFFICIENT AFFECTED
<br /> 46 HOURS W cc w
<br /> PROVIDED ON TANKS.TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF 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 /> FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, 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, � IY W Z U �
<br /> SIZE, DESIGN AND LIFT CAPACITY SHALL BE UTILIZED
<br /> DENTED,DROPPED OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S MAINTENANCE, SERVICE AND REPAIR OF THE WORK. W w J o O
<br /> REPRESENTATIVE IMMEDIATELY CONTACTED FOR RE-CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE 3.5,2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED.
<br /> TELY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO. 3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK BEFORE STARTING EARTH w W W LLJ
<br /> OR SITE MANAGER IMMEDIATELY
<br /> 3.5.3
<br /> WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING CONCRETE. OPERATIONS. iF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK co
<br /> 3.9 BACK FILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULLY BACK FILL ENTIRE EXCAVATION, HAND PROCEDURES.
<br /> SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO THEY ARE EVENLY SUPPORTED AROUND BOTTOM, SPECIAL 3 5 4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE COVER OVER =
<br /> T M QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND METHODS TO 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, O
<br /> ATTENTION SHALL BE PAID TO SOT O O
<br /> BACK FILL FROM HIGH DIS
<br /> TANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. BACKFILL INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPADE, TAMP AND CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE N
<br /> MANUFACTURER INSTALLATION SPECIFICATIONS. MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND ELIMINATE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY
<br /> �
<br /> PLACEMENT PER
<br /> VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. CONDITION.
<br /> 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST(WATER)TO AVOID SHIFTING 3.6 FINISHING CONCRETE: 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES,VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS
<br /> MOVEMENT. COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS IN SHALL BE A 4" DIAMETER PI
<br /> TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL. 3,6,1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 114"WHEN TESTED
<br /> WITH A 10'STRAIGHTEDGE AT T INTERVALS IN BOTH DIRECTIONS. SCREED AND FLOAT CONCRETE 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER L OTHERS, EXCEPT
<br /> 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL.WOOD FLOAT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER,AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY
<br /> FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION. EXCAVATION CONCRETE WHILE STILL GREEN TO A TRUE, EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE, SERVICE HAS BEEN PROVIDED.
<br /> SHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN
<br /> IN EXCAVATION. DE-WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY A5 FINISH, FREE FROM BLEMISHES AND TROWEL MARKS.AFTER TROWELING, BRUSH SURFACE OF 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA. DO NOT USE
<br /> E
<br /> ALLOWED TO ACCUMULATE
<br /> CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NON-SLIP TEXTURED TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN
<br /> SURFACE. STROKE CROSSWISE TO LENGTH. MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL.
<br /> SECTION V CONCRETE W
<br /> 3.7 CURING: UTMOST CARE SHALL BETAKEN 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' {118"AFT)WITH N
<br /> CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. SAG OR TRAPS. LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6" OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE
<br /> AND A MINIMUM OF 18" OF BACK FILL MATERIAL ABOVE,
<br /> PART 1 - GENERAL 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK
<br /> SUPERIMPOSED LOADS. Z
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES OPENINGS AS SHOWN ON DRAWINGS.
<br /> REQUIRED IN CONJUNCTION WITH OR
<br /> PROPERLY INCIDENTAL TO CONCRETE.
<br /> 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. o W
<br /> 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS. z
<br /> 3.10 TEMPERATURE:
<br /> 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER SHALL BE CUT TO THE PROPER r 0
<br /> PART 2
<br /> - PRODUCTS 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40 LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR- 1"} OF THE TOP OF THE MANHOLE.
<br /> DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES Z
<br /> 2.1 MATERIALS: FAHRENHEIT FOR MINIMUM OF 72 HOURS. 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS. w Q
<br /> 2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. PROTEX MANUFACTURED BY P
<br /> ROTEX INDUSTRIES OR W
<br /> 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 UNDER EACH DISPENSER AND SECURED T
<br /> APPROVED EQUAL. 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 = J g
<br /> SPRINKLING, O ' z
<br /> MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW. DISPENSER SUMP, AS DENOTED ON PLANS.
<br /> 2.1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE I; TYPE 1I WHERE WATER SOLUBLE SULFATES W
<br /> ARE PRESENT.
<br /> 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED A
<br /> THE DISCRETION OF THE OWNER'S CONSTRUCTION MANAGER. THE 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING, ALL PIPING INCLUDING VENT L1NI=8 SHALL BE ISOLATED F O U o F
<br /> TM C-33. OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING INSTRUCTIONS.
<br /> 2.1.3 AGGREGATES: CONFORM TO AS y
<br /> CONCRETE ON GRADE. CONTRACT OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE
<br /> PAID FOR BY OWNER.
<br /> 3.15 IF SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4"THIN WALL RISER AS PRODUCED BY MANUFACTURER Fisla, a
<br /> 2,1,4 WATER: SHALL BE CLEAN AND POTABLE. SHALL BE USED.
<br /> 2.1.5 SAND: CONFORM TO ASTM C-144. 3.12 THICKNESS:
<br /> BARS AT 12"OC EACH WAY 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT LIST. REFER TO LIST r ❑ � � _
<br /> REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED OTHER WISE) 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH#3 REINFORCING MATERIALS SUPPLIED BY OWNER. � O Z
<br /> 2.1.6 uj
<br /> STEEL REON 3" SADDLES (CHAIRS). ADDITIONAL REINFORCING AROUND MANHOLES IN UPPER PORTION OF ~
<br /> YIELD STRENGTH 60,000 PSI. THE TANK SLAB SHALL BE ON 5" SADDLES (CHAIRS). 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO B>* POSITIONED IN EXCAVATION HOLE PRIOR
<br /> 2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD DRAWN WIRE WITH
<br /> TO PLACING BEDDING MATERIAL AND SUPPORTED TO REMAIN VERTICAL DURING BACK FILL OPERATIONS. BOTTOM OF Q z N
<br /> EARTH OR GRAVEL SHALL BE PRE 3.12.2 CANOPY SLABS SHALL BE 6"CONCRETE. REINFORCEMENT SHALL BE#3'S AT 18" OC EACH WAY. OBSERVATION WELL(S) SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK 1:XCAVATION PIT, TOP OF PIPE TO TERMINATE ¢ tL]
<br /> HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON ENT SHALL BE ON 2" SADDLES(CHAIRS).
<br /> TES ON BOTTOM AS REINFORCEMENT 1N 12'" DIAMETER OBSERVATION PROVIDED SLOTTED
<br /> TO 7-ELELE VEN,ENvf WELL
<br /> REPRESENTATIVE.
<br /> FURNISHED BY CONTRACTOR. LOCKING
<br /> CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP WITH WELDED PLA CAPS AND KEYED ALIKE LOCKS m
<br /> y.
<br /> MANUFACTURED BY HOHMANN &BERNARD, INC.
<br /> 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY FUEL CONTRACTOR A5 PER SHOP DRAWINGS SUPPLIED 3 18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE AND MARINE SERVICE aj �
<br /> R OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES, BY THE CANOPY COMPANY. ALL MATERIALS SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION.
<br /> 2.1.8 FORMS: CLEAN, STRAIGHT LUMBER STATION CODE. IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE MINIMUM -0 V N
<br /> DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR U) 0 © U
<br /> 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL
<br /> 2.1.9
<br /> EXPANSION JOINT FILLERS:ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D-60-T. CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, MORE STRINGENT REQUIREMENTS WHICH _ u;
<br /> IN ON DRAWINGS. TOP OF JOINT MATERIAL SHALL BE SET 112" BELOW STAINING, PAINT SPLATTERS, ETC. THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM
<br /> USE 112 THICK O
<br /> R AS ECT. 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 �N� � �
<br /> TOP SURFACE OF SLAB. FILL VOID WITH GASOLINE RESISTANT SEALER. COLOR AND TEXTURE AT COMPLETION OF THE PROD
<br /> N
<br /> SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST. T� o P
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<br /> CHLORIDE: NOT PERMITTED. 3.15 GRADE CONTROL: 'ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS. ° ° o c °� 0 c E
<br /> 2.1.10 CALCIUM CHL 3.20 INSPECTIONS: PIPING INSPECTION SHALL BE PERFORMED BY 7-ELEVEN, INC.'S APPOINTED REPRESENTATIVE. a o
<br /> �U'w 3 m E
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<br /> E 5: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE
<br /> o$ 2.2 CONCRETE PROPORTION HALL BE 3.21 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT U a 0 - E-
<br /> 2.2
<br /> CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES, S cc�� CLO.- � `��' � �' �'- `�
<br /> STRENGTH. ALL C ALL TIMES.
<br /> 4 000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 112 BAGS OF CEMENT PER CUBIC YARD OF °i c E
<br /> DESIGNED FOR P. AIR
<br /> o CONCRETE. NOT MORE THAN 6 112 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4 SLUM ` n � ~
<br /> CONTENTS SHALL RANGE BETWEEN 4 n 0 o 0) e M �0 N
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