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PERFORMANCE SPECIFICATION -- CONTINUED
<br /> SECTION IV TANK INSTALLATION - CONTINUED SECTION V CONCRETE - CONTINUED SECTION VI PIPING - CONTINUED
<br /> PART 3 - INSTALLATION - CONTINUED PART 3 - EXECUTION - CONTINUED PART 3 - INSTALLATION - CONTINUED
<br /> 3.9 BACKFILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULLY BACKFILL 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACIUTIES OCCUPIED AND USED BY ate!
<br /> ENTIRE EXCAVATION, HAND SHOVELING AND TAMPING ALONG BOTTOM OF FANK(S) SO THEY COVER OVER REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION
<br /> ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL ATTENTION SHALL BE PAID TO BOTTOM AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN
<br /> QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DOT NOT DROP SPACE, TAMP AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT PROVIDED. @@ a+
<br /> BACKFILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE THOROUGHLY AND EUMINATE VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TOg
<br /> DENSITY. EXCEED 5'. 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR &t
<br /> RUN-OFF AREA. DO NOT USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY G >
<br /> 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS MAY BE FILLED WITH BALLAST 3.6 FINISHING CONCRETE: DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES
<br /> (PRODUCT TO BE STORED IN TANK OR WATER) TO AVOID SHIFTING MOVEMENT. IF WATER 3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4" PRIOR TO PLACING PIPING MATERIAL. �I
<br /> IS UTILIZED, COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT WHEN TESTED WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECTIONS. SCREED 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE IJP FROM TANKS A h 3
<br /> INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. DO N0i BALLAST TANKS AND FLOAT CONCRETE FOR SLAB WITH STRAIGHTEDGES TO BRING SURFACE TO MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO SAG OR TRAPS. LINES SHALL BE IN TRENCHES $
<br /> ABOVE LEVEL OF BACKFILL. REQUIRED FINISHED LEVEL. WOOD FLOAT CONCRETE WHILE STILL GREEN TO A TRUE, WITH A MINIMUM OF 6" OF BACKFILL MATERIAL ON ALL SIDES, HORIZONTAL AND VERTICAL. {7
<br /> 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE. AFTER SURFACE MOISTURE HAS 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTORS AND VAPOR RECOVERY ADAPTOR
<br /> FOR TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS.
<br /> PENDING COMPLETION OF INSTALLATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE
<br /> LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WAFER SHALT_ NOT BE ALLOWED WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NONSLIP TEXTURED S.tU FILL PIPE SHALL HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON
<br /> TO ACCUMULATE IN EXCAVATION. DEWATER AS REQUIRED TO MAINTAIN EXCAVATION DRY SURFACE. STROKE CROSSWISE TO LENGTH. DRAWINGS.
<br /> AS POSSIBLE 3.7 CURING: UTMOST CARE SHALL CALCIUMSE 3. 11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER
<br /> TAKEN TO ACHIEVE A UNIFORM, PORTECTIVE CURE SHALL BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN
<br /> SECTION V CONCRETE TORACIT STANDARD 605-99ALL SLABS. 00 NOT UANDACISTANDARDID306-66E. .NG METHODS SHALL CONFORM
<br /> 5" (+ OR - 1") OF THE TOP OF THE MANHOLE,
<br /> 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS,
<br /> PART 1 - GENERAL SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS. 113 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT UNES UNDER
<br /> 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING, OF ALL LABOR, MATERIALS, SERVICES,
<br /> BE
<br /> EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. EACH DISPENSER AND SECURED O THE ISLAND PUMP BOX. THESE VALVES MUST
<br /> INSTALLED WITH THE SHEAR SECTION AT 1" TO 1/4" BELOW THE TOP OF THE ISLAND.
<br /> TO CONCRETE ,3.10 TEMPERATURE:
<br /> 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR 70 BACKFILLING, ALL PIPING INCLUDING
<br /> 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS
<br /> PART T ERIALS:IA PRODUCTS THAN 40 DEGREES FARENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S
<br /> 2.t MAT
<br /> TESTING INSTRUCTIONS, y
<br /> 70 DEGREES FAR€NHEIT FOR MINIMUM OF 72 HOURS.
<br /> 2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY 3.15 IF SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THINWALL RISER
<br /> PROTEX INDUSTRIES OR APPROVED EQUAL.. 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, AS PRODUCED BY MANUFACTURER SHALL BE USED, Q
<br /> FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE U
<br /> 2.1.'L PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE 1; TYPE II WHERE WATER SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL 8E AS SHOWN ON EQUIPMENT u.
<br /> SOLUBLE SULFATES ARE PRESENT. OPERATIONS WILL ALLOW. LIST, REFER TO LIST OF MATERIALS SUPPLIED BY OWNER. 0-
<br /> 2.
<br /> 2.L3 AGGREGATES: CONFORM TO ASTM C-.33. 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE rn
<br /> 2.1.4 WATER: SHALL BE CLEAN AND POTABLE. CONSTRUCTION MANAGER. THE OWNER SHALL PAY FOR ALL CONCRETE TESTING, COMPACTION POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED
<br /> BOTTOM OF OBSERVATION WELL(S) k
<br /> 2.1.5 SAND: CONFORM 70 ASTM C-144. TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. G� b�
<br /> TOP OF PIPE TO
<br /> OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PATO SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. \�G\,RbV dU
<br /> 2.1 .6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED TERMINATE IN 12" DIAMETER OBSERVATION 80X. SLOTTED SAMPLE WELL MATERIAL SHALL
<br /> FOR BY OWNER.
<br /> OTHERWISE) YIELD STRENGTH 60,000 PSI. 3.12 THICKNESS: BE FURNISHED BY CONTRACTOR. U
<br /> 2.1.7 WELDED WIRE FABRIC: CONFORM TO ASTM A-185. 3.18 CODES: THE NFPA .30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, LATEST EDITION, p z U
<br /> 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH 3 REINFORCING BARS AT W LL
<br /> 2.1.8 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD IS BY REFERENCE MADE A PART OF THIS SPECIFICATION, SAID CODE SHALL DICTATE
<br /> DRAWN WIRE WITH HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH 12" O.C. EACH WAY ON 2 1/2 " SADDLES. MINIMUM ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL
<br /> OR GRAVEL SHALL BE PRECAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP 3.12.2 ISLAND SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE 6/6 X 6/6 GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH
<br /> WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY HOHMANN & BERNARD, INC. WELDED WIRE MESH OR #3'S AT 18" O.C. EACH WAY. REINFORCEMENT SHALL BE SHALL TAKE PRECEDENCE.
<br /> 2.1.9 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT 2 - 2 1/2" ABOVE BOTTOM OF CONCRETE. 3.19 START-IJP: PRIOR TO START-UP AND CHECK-OUT OF SYSTEM, PRODUCT LINES w
<br /> HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOUNE SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS i
<br /> 2.1.70 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO
<br /> CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY JIMCO CANOPIES. ALL MATERIALS AND UTILITIES, SHALL BE COMPLETED PRIOR t0 THIS TEST.
<br /> ASPM D-60-T. USE 1%2" THICK OR AS INDICATED ON DRAWINGS, SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION. 3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY SOUTHLAND
<br /> lig tw,- a
<br /> 2.1 ,t t CALCIUM CHLORIDE: NOT PERMITTED. 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONS181L7Y OF THE GENERAL APPOINTED REPRESENTATIVE.
<br /> CONTRACTOR TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, 3.21 CLEAN-UP: CLEAN-UP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, LJ
<br /> 2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL :3 (n
<br /> GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS,
<br /> INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC. KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. U U j
<br /> OR REQUIRED OTHERWISE BY CODES, SHALL HE DESIGNED FOR 4,000 PSI STRENGTH AT THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR w r U
<br /> 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF GEMENT PER CUBIC YARD OF CONCRETE. AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE DURING SECTION VII ELECTRICAL WORK W
<br /> NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A CONSTRUCTION. U J
<br /> a" SLUMP. AIR CONTENTS SHALL RANGE BETWEEN 4"J" AND 7%. 3.15 GRADE CONTROL: ESTABUSH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS PART 1 - GENERAL ty z ac
<br /> PART 3 - EXECUTION KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES, 1 G.
<br /> .1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, f`
<br /> EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL
<br /> 3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS SECTION VI PIPING TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING:
<br /> BY MEANS OF LINE AND GRADE STAKES AND SCREEDS. 1.1.1 ELECTRICAL. SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANELBOARD
<br /> 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF PART 1 - GENERAL OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC.
<br /> CONCRETE MEMBERS, BRACE AND SECURE TO WITHSTAND PLACING OF CONCRETE AND 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, 1.1.2 CONDUIT AND WIRING SYSTEM FOR INTERCOM.
<br /> MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO
<br /> SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FROMS IN A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION. 1.1.3 WIRING SYSTEM TO SERVE ALL ELECTRIC-USING DEVICES, LIGHTING FIXTURES,
<br /> SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING
<br /> v SHALL BE IN OR NEAR NEW CONDITION: CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR PART - PRODUCTS EQUIPMENT.
<br /> E . , , ,BENDSINSTALL SLEEVESMANHOLESCAPSBOXES AND POSTS IN PROPER LOCATIONS 2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE ENVIROFLEX FLEXIBLE
<br /> F 1.1.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT,
<br /> & AND HEIGHTS. EXPANSION .JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH DOUBLE-WALL PIPING AS MANUFACTURED BY TOTAL CONTAINMENT, INC. 1.1.5 ALL CONDUITS, CONNECTIONS, WIRE AND STUB-OUTS FOR FASCIA SIGN(S)
<br /> TOP AT ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE 2,1 .1 ONLY TOTAL CONTAINMENT, INC. SUMP/RISERS AND DISPENSERS SHALL BE (WHEN SHOWN), CANOPY LIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS.
<br /> ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING FOOL. UTILIZED SO AS TO PROVIDE ACCESS TO ALL PRIMARY AND SECONDARY PIPE FITTINGS. 1,1.6 CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT" ON DRAWINGS.
<br /> 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING. 2.2 VENT PIPING: PIPING SHALL BE 2" FIBERGLASS PIPE. VENT LINE RISERS SHALL BE GALVANIZED
<br /> _ METAL REINFORCEMENT, AT THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM PIPE AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT 1.1.7 ALL TRENCHING, EXCAVATIONS AND BACKFILL AS REQUIRED IN CONJUNCTION
<br /> L
<br /> COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE LINE RISERS SHALL NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN WRITING. WITH ELECTRICAL WORK.
<br /> 1.1.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE
<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 2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS (RED THREAD 11 SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL
<br /> `2 OF ACL METAL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECUREDAMERON OR EQUAL). PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES
<br /> cti IN POSITION, SPLICES IN ADJACENT BARS SHALL BE LAPPED .36 DIAMETERS AT CORNERS ISLAND TO TANK. AND THE NATIONAL ELECTRIC CODE.
<br /> �. AND SPLICES. ADJACENT SHEETS OF WIRE MESH SHALL BE LAPPED AT LEASE 6" AND 2.4 BACKFILL: ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL 1.2 CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY
<br /> cn SECURELY WIRED. SUPPORT ALL REINFORCEMENT WITH SADDLES AS REQUIRED. COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE
<br /> AND AS PER MAUFACTURER'S SPECIFICATIONS.
<br /> 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY. REPORT TO OWNER n
<br /> MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE PART 3 - INSTALLATION IMMEDIAFELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES OR TO BE HELD Ll
<br /> "' DELIVERY TICKETS OF EACH TRUCK LOAD f0 OWNER'S LOCAL CONSTRUCTION OFFICE WHEN 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE RESPONSIBLE FOR COMPLIANCE TO THESE CODES AND REGULATIONS. PROVIDE
<br /> 0 REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES, INSTALLATION SUPERIOR i0 CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED _
<br /> ENTRAINMENT (IFANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB. 3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL HEREIN. DATET
<br /> 15JUL9y
<br /> 3.5 PLACING CONCRETE:
<br /> SUIT FIELD CONDITIONS, THE CHARACTERSITICS OF THE MATERIALS USED, AND THE 1.3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES,
<br /> INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL DIMENSIONS IN THE FIELD. AND TAXES. . _-'-"
<br /> 3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPEATION, 1.4 PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION 3D26.20
<br /> OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR MAINTENANCE, SERVICE AND REPAIR OF THE WORK. TO ENTIRE INSTALLATION SU THAT THE ENTIRE PROJECT CAN BE COMPLETED PER 0.26.2
<br /> SHALL NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT AT LEAST S HOURS CONSTRUCTION SCHEDULE. DS T MSP
<br /> BEFORE PLACING ANY CONCRETE IN ORDER THAT TRADES AFFECTED MAY INSTALL .3.3 LOCATE. IDENTITY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK �..�.)
<br /> REQUIRED BLOCKING, SLEEVED, POCKETS, ETC, BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE 1,5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS
<br /> PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES. NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK APPROVEM
<br /> 5.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED. CL
<br /> 3.5,3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE -
<br /> ENCOUNTERED DURING EXCAVATION, CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER, MAKE REPAIR WORK
<br /> PLACING CONCRETE. DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE TO BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR BY THE DRAWS 0
<br /> UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN STAISFATORY CONDITION. ELECTRICAL SUBCONTRACTOR. FSP-3
<br /> 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND 3
<br /> AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE.
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