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<br /> PERFORMANCE SPECIFICATION -- CONTINUED ,
<br /> SEC AI N
<br /> i ION IV TANKINSTALLATION - CONTINUED SECTION V CONCRETE - CONTINUED SECTION VI PIPING - CONTINUED? Ia M
<br /> PART 3 -
<br /> INSTALLATION CONTINUED PART 3 - EXECUTION CONTINUED PART 3 - INSTALLATION - CONTINUED
<br /> U
<br /> 3.9 BACKFILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULY BACKFILL 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACIUl IES OCCUPIED AND USED By U
<br /> ENTIRE EXCAVATION, HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO THEY COVER OVER REINFORCEMENT SHALL CONFORM TO AGI 31& 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 f0 BOTTOM AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO. PLACE OF DEPOSIT MANAGER, AND THE ONLY AFTER ACCEPTABLETEMPORARY UTILITY SERVICE HAS BEEN cR
<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.
<br /> BACKFILL FROM HIGH DISTANCE ONTO TANKS 'TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE THOROUGHLY AND ELIMINATE VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OI} +, ;
<br /> DENSITY, EXCEED 5'.
<br /> RUN--OFF AREA. 00 NOT USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY (�
<br /> 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS MAY BE FILLED WITH BALLAST 3.6 FINISHING CONCRETE: DEBRISENCHLS AND FOREIGN MATERIAL FROM TR PRIOR ( x'
<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" R . REMOVE ALL TRASH,
<br /> POR TTO DITCHESO PIAClNC PIPING MATERIAL. ,
<br /> * ;
<br /> IS UTILIZED, COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST, DO NOT lit
<br /> WHEN TESTED WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECTIONS. SCREED 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM tANKS1A
<br /> INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. DO NOT BALLAST TANKS AND FLOAT CONCRETE FOR SLAB WITH STRAIGHTEDGES TO BRING SURFACE TO MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO SAO OR TRAPS. LINES SHALL HE IN TRENCHES 6
<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 VERITCAL.
<br /> 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE. AFTER SURFACE MOISTURE HAS
<br /> 3.9 SHALL BE PUMP, FILL PIPE. AUTO. GAUGING ADAPTORS AND VAPOR RECOVERY ADAPTOR - d
<br /> FOR TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS DISAPPEARED. STEEL TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM Y '
<br /> BLEMISHES AND "TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS.
<br /> PENDING COMPLETION OF MSTAIlAT1gN, EXCAVATION SHALL BE MARKED n7 ALL TIMES WITH T( ...
<br /> LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE ALLOWED WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NONSLIP TEXTURED 3.10 FILL PIPE SHALL HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON ;
<br /> AS POSSIBLE.TO YE IN EXCAVATION. DEWATER AS REQUIRED TO MAINTAIN EXCAVATION DRY 3,7 CURINGS UTMOST CARESHALL
<br /> BE (TAKEN TOSE TO NACHIEVE A UNIFORM, POR7EC71VE CURE 3,11 DRAWINGS.
<br /> FILL PIPE SHALL HAVE SUBMERGED FILL TUBE, FILL PIPE AND VAPOR RECOVERY RISER
<br /> FOR ALL SLABS. DO NOT USE CALCIUM CHLORIDE_ CURING METHODS SHALL CONFORM SHALL BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE �WIIIiIN
<br /> SECTION V CONCRETE TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. 5" (+ OR - 1") OF THE TOP OF THE MANHOLE
<br /> 3,12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS .SHOWN IN DRAWINGS. t
<br /> PART 1 -- GENERAL 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED
<br /> SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS. 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LiNES UNDER
<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 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. EACH DISPENSER AND ECURED TO THE ISLAND PUMP DCX. THESE VALVES MUST(BE'
<br /> INSTALLED WITH THE SHEAR SECTION AT 1" TO TOP OF THE (SONO. +
<br /> TO CONCRETE 3.10 TEMPERATURE: 1/4' BELOW THE
<br /> 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR. TO BACKFILLING, ALL PIPING INCLUDING
<br /> PART 2 - PRODUCTS 3 10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS
<br /> VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACITURER's
<br /> 2.1 MATERIALS:
<br /> THAN 40 DEGREES FARENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND TESTING INSTRUCTIONS.
<br /> 70 DEGREES FARENHEIT FOR MINIMUM OF 72 HOURS. p Cn
<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 RISERQ
<br /> PROTEX INDUSTRIES OR APPROVED EQUAL. 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING.
<br /> AS PRODUCED BY MANUFACTURER SHALL BE USED. . '
<br /> FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE
<br /> 2.1.2 PORTLAND CEMENT: CONFORM i0 ASTM C-150 TYPE I; TYPE II WHERE WATER 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT
<br /> SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING RIA
<br /> T OF MAT
<br /> REFER TO LIST SELS SUPPLIED BY OWNER, tI
<br /> SOLUBLE SULFATES ARE PRESENT. OPERATIONS WILL ALLOW. LIST } a
<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 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED, WELLS ARE TO BE
<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 /> TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT
<br /> 2.1 .5 SANE: CONFORM TO ASTM 6M TO TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. BOTTOM OF OBSERVATION WE(L(S) ci
<br /> SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO
<br /> 2.1 .6 STEEL REINFORCING. CONFORM i0 ASTM A-615. GRADE 60 (EXCEPT WHERE NOTED OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PAID � U „
<br /> FOR BY OWNER. TERMINATE IN 12" DIAMETER OBSERVATION BOX, SLOTTED SAMPLE. WELL MATERIAL SHALL
<br /> OTHERWISE) YIELD STRENGTH 60,OD0 PSI. BE FURNISHED BY CONTRACTOR.
<br /> 2.1.7 WELDED WIRE FABRIC: CONFORM TO ASTM A-185. 3, 12 THICKNESS: ¢ 3; v "!
<br /> 3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, LATEST EDITION, °y
<br /> 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH #3 REINFORCING BARS AT s ?
<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 { dJXJvbP c,�PC
<br /> OR GRAVEL SHALL BE PRECAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS N0. 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 WHI�H -
<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-UP: PRIOR TO START-UP AND CHECK-OUT OF SYSTEM, PRODUCT LINES t r`
<br /> `y
<br /> HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED, 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL 8E INSTALLED BY GENERAL GASOLINE SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS
<br /> 2.1 .10 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY JIMCO CANOPIES. ALL MATERIALS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST.. 'A
<br /> ASTM D-60-i. 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 /> 2.1 .11 CALCIUM CHLORIDE: NOT PERMITTED. 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILTY OF THE GENERAL APPOINTED REPRESENTATIVE. 4
<br /> CONTRACTOR TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, 3.21 CLEAN-UP. C ± u..
<br /> 2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL LEAN--UP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION,
<br /> GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC, KEEPING THE PRE:MISF.S CLEAN AND NEAT AT ALL TIMES. ,�'
<br /> THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR ��- 'A ;y
<br /> OR REQUIRED OTHERWISE BY CODES, SHALT. BE DESIGNED FOR 4,000 PSI STRENGTH AT !� >"
<br /> 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OF CONCRETE. AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE OUTING SECTION VII ELECTRICAL WORK
<br /> NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A CONSTRUCTION.
<br /> 4" SLUMP. AIR CONTENTS SHALL RANGE BETWEEN 4% AND 7%, 3. 15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEM$. PART 1 "' GENERAL
<br /> KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. 1 .1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES,
<br /> PART 3 '� EXECUTION EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL
<br /> SECTION VI PIPING TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING:
<br /> 3. i GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS � -
<br /> BY MEANS OF (.INE AND GRADE STAKES AND SCREEDS, 1 1 .1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, `PANEI_BCARD 3
<br /> 3.2 FORM WORK: BUILD FORMS To CONFORM TO SHAPE, LINES AND DIMENSIONS OF PART 1 - GENERAL - OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC. I
<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 1 ,1.3 WIR!NG SYSTEM TO SERVE ALL ELECTRIC USING DEVICES, LIGHTING FIXTURES,.
<br /> SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FROMS IN A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION,
<br /> SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE, FORMS PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING
<br /> 8 SHALL BE IN OR NEAR NEW CONDITION: CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR PART 2 - PRODUCTS EQUIPMENT I
<br /> E2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE ENVIROFLEX FLEXIBLE
<br /> AND HEIGHTS, EXPANSION JOINTS SHALL CONSIST OF FELLER STRIPS INSTALLED WITH DOUBLE-WALL PIPING AS MANUFACTURED BY TOTAL CONTAINMENT, INC. I
<br /> BENDS. INSTALL SLEEVES, MANHOLES, CAPS, NOSES AND POSTS IN PROPER LOCATIONS 1. 1.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIP ENT,1.1.5 All CONDUITS, CONNECTIONS, WIRE AND STUB-OUTS FOR FASCIA SIGPl,(S)
<br /> ca 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. uu��
<br /> ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING TOOL. UTILIZED SO AS TO PROVIDE ACCESS TO ALL PRIMARY AND SECONDARY PIPE FITTINGS.
<br /> }.1.6
<br /> CONpIJI?S AS MAY BE SHOWN FOR 'E'UTLIRE: EQUIPMENT" ON DRAWING. �(
<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 1 .1.1 ALL. TRENCHING. EXCAVATIONS AND BACKFILL AS REQUIRED IN CONJUNCTIONMETAL 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
<br /> m 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 /> STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT, 1, 1 ,8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED LN THE
<br /> �1 ALL REINFORCEMENT SHALL. BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS ( SPECIFICATIONS, BUT' WHICH ARE REQUIRED TO ,PROVIDE COMPLETE ELBCTRICAI_
<br /> 2.3 STAGE II VAPOR RECOVER PIPING PIPING SHALL BE FIBERGLASS RED THREAD II .t
<br /> OF ACI. METAL REINFORCEMENT' SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED AMERON OR EQUAL). PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL. CODES AND ORDINANCES
<br /> (`+ 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 1.2 CODES AND REGULATIONS: CQMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY
<br /> S SECURELY WIRED. SUPPORT ALL REINFORCEMENT WITH SADDLES AS REQUIRED. 2.4 BACKFILL: ALL MATERIA(. SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL
<br /> COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTEQTIVE
<br /> AND AS PER MAUFACIURER'S SPECIFICATIONS. � Z`
<br /> w 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
<br /> PART 3 - INSTALLATION IMMEDIATELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES OR TO BE HELD _ f
<br /> o DELIVERY TICKETS OF EACH TRUCK LOAD TO 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 /> REQUIRED, TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR - WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES. INSTALLATION SUPERIOR TO CODE WHERE SO INDICATE[) ON DRAWINGS AND SPECIFIED
<br /> ENTRAINMENT (IF ANY) 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. - I
<br /> DATE*p "-
<br /> 3.5 PLACING CONCRETE: SUIT FIELD CONDITIONS, THE CHARACTERSITICS OF THE MATERIALS USED, AND THE 1 .3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PF'RMITS, FEES, 15JUL97
<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 wadJE(`T NQ:. mm
<br /> ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER CREATION, 1 .4 PROGRESS OF WORK SCHEDULE WORK WITH THAT OF' OTHER TRADES AND IN REII'ITION 3U11 .20
<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 MAINTENANCE, SERVICE AND REPAIR OF THE WORK, TO ENTIRE INSTALLATION SO THAT THE ENTIRE PROJECT CAN UE COMPLETED PER ^------N:--"--`--�•�- ---_
<br /> PRAW
<br /> BEFORE PLACING ANY CONCRETE IN ORDER THAT TRADES AFFECTED MAY INSTALL 3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK CONSTF2UCTION. SCHEDULE MSP
<br /> REQUIRED BLOCKING, SLEEVED, POCKETS, ETC. BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE 70 REMAIN IN PLACE1.5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, EYC A5
<br /> .
<br /> 3.5,2 PROTECTION: PROTECT ALL 'WORK OF OTHER TRADES AS REQUIRED. PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURESNECESSARY FOR ELECTRICAL UNDER DIRECTION OF GENERA( CONTRACTOR. W;pRrt AVPRQVEDt.rL
<br /> 3.5,3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE
<br /> 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE FOUND TO HE OEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE'
<br /> -
<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 i0 PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE TO BEl7pNE_ BY SKILLED CRAFTSMEN IN TRADES !NVOIyED, F3U7 PAID FOR BY THE:
<br /> DFlAWIN
<br /> UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN STAISFATORY CONDITION, ELECTRICAL SUBCONTRACTOR. y
<br /> 13.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND
<br /> i. FSP-3
<br /> AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE.
<br />
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