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PERFORMANCE SPECIFICATION CONTINUED � $ SECTION IV TANK INSTALLATION - CONTINUED SECTION V CONCRETE - CONTINUED SECTION VI PIPING - CONTINUED cc PART 3 - INSTALLATION - CONTINUED PART 3 - EXECUTION - CONTINUED PART 3 - INSTALLATION - CONTINUED , • i 3.9 in H 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 FACILITIES OCCUPIED AND USED BY HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANK(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 Z ENTIRE EXCAVATION, D 0 AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL ATTENTION SHALL BE PAID TO BOTTOM 1.4 Q �m QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DOT NOT DROP SPACE, TAMP AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT PROVIDED. BACKFILL FROM HIGH DISTANCE ONTO TANKS, TAMP AS REQUIRED i0 ACHIEVE ACCEPTABLE THOROUGHLY AND ELIMINATE VOIDS, 00 NOT ALLOW FREE FALL OF CONCRETE TO 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR > a DENSITY. EXCEED 5'. RUN-OFF AREA, DO NOT USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY O 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS MAY FILLED WITH BALLAST 3.6 FINISHING CONCRETE: DRAINAGE DITCHES., REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES (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 i0 PLACING PIPING MATERIAL = IS UTILIZED, COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. 00 NOT WHEN TESTED WITH A 10' STRAIGHTEDGE AT 3' INTERVALS IN BOTH DIRECTIONS, SCREED 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT ONES SHALL SLOPE UP FROM TANKS A INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. 00 NOT 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 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 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 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. PENDING COMPLETION OF INSTALLATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE 3.10 FILL PIPE SHALL HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE ALLOWED WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NONSLIP TEXTURED DRAWINGS. TO ACCUMULATE IN EXCAVATION. DEWATER AS REQUIRED TO MAINTAIN EXCAVATION DRY SURFACE. STROKE CROSSWISE TO LENGTH. 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER AS POSSIBLE. 3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PORTECTIVE CURE FOR ALL SLABS. 00 NOT USE CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM SHALL BE CUT ) THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN SECTION V CONCRETE 5" R OR - 1") OF THE TOP OF THE MANHOLE. TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS, 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER PART 1 - GENERAL SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS. EACH DISPENSER AND SECURED TO THE ISLAND PUMP BOX. THESE VALVES MUST BE 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, 19 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL INSTALLED WITH THE SHEAR SECTION AT 1" TO 1/4" BELLOW THE TOP OF THE ISLAND. TO CONCRETE 3.10 TEMPERATURE: 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACKFILLING. ALL PIPING INCLUDING PART 2 - PRODUCTS 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S THAN 40 DEGREES FARENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN -50 AND TESTING INSTRUCTIONS. W Z 2.1 MATERIALS: 70 DEGREES FARENHEIT FOR MINIMUM OF 72 HOURS. 3.15 IF SUBMERGED, PUMP. RISER IS TO BE LENGTHENED, THE PROPER 4" THINWALL RISER 0 tR 2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, AS PRODUCED BY MANUFACTURER SHALL BE USED. 0 PROTEX INDUSTRIES OR APPROVED EQUAL. FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE _ 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT 0 2.1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE 1; TYPE It WHERE WATER SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING LIST. REFER TO LIST OF MATERIALS SUPPLIED BY OWNER. U Li CL SOLUBLE SULFATES ARE PRESENT, OPERATIONS WILL ALLOW. 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE 2.1,3 AGGREGATES: CONFORM TO ASTM C-33. 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S . THE OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED CONSTRUCTION MANAGER 2.1.4 WATER: SHALL BE CLEAN AND POTABLE. TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S) 2.1.5 SAND: CONFORM TO ASTM C-144. TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT, TOP OF PIPE TO G'( OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PAID 2.1.6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED TERMINATE IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL FOR BY OWNER. BE FURNISHED BY CONTRACTOR. OTHERWISE) YIELD STRENGTH 60,000 PSI. 3,12 THICKNESS: ¢ n o U 2.1.7 WELDED WIRE FABRIC: CONFORM f0 ASTM A-185. 3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, LATEST EDITION, r �w O 2.1.8 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH #3 REINFORCING BARS AT IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE N,Z ,p� A� 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 GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH 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 .�c 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. 2 - 2 1/2" ABOVE BOTTOM OF CONCRETE. 3.19 START-UP: PRIOR TO START-UP AND CHECK-OUT OF SYSTEM, PRODUCT LINES 2.1.9 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS a w HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY JIMCO CANOPIES. ALL MATERIALS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST, r w 2.1.10 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION. 3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY SOUTHLAND auj ASTM 0-60-T. USE 1/2" THICK OR AS INDICATED ON DRAWINGS. APPOINTED REPRESENTATIVE. a 0 2.1.11 CALCIUM CHLORIDE: NOT PERMITTED. 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBIITY OF THE GENERAL Z Ow 22 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL 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, _ tory INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC. KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. 4 V GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR OR REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT AND TEXTURE AT COMPLETION OF TH SECTION VII ELECTRICAL WORK w a Z 28 DAYS WYARD OF CONCRETE, E PROJECT. REPLACE ANY CONCRETE DAMAGE DURING ITH NOT LESS THAN 5 1/2 BAGS OF PER CUBIC NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A CONSTRUCTION. w Z Y 3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS PART 1 - GENERAL 4" SLUMP. AIR CONTENTS SHALL RANGE BETWEEN 4% AND 7%. 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, rl KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES,PART 3 - EXECUTION EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL 3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRACES FOR CONCRETE ITEMS SECTION VI PIPING TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING: BY MEANS OF LINE AND GRADE STAKES AND SCREEDS. 1.1,1 ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANELBOARD 3,2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF PART 1 - GENERAL OUTLET BOXES, WIRING, SWITCHES, OUTLETS, ETC. 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, MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO 1.1.3 WIRING SYSTEM TO SERVE ALL ELECTRIC-USING DEVICES, LIGHTING FIXTURES, SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FROMS IN A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION. PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS PART 2 - PRODUCTS EQUIPMENT. SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR 2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE ENVIROFLEX FLEXIBLE 1.1.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT. o BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN PROPER LOCATIONS H 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) 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 SIGNS) AND CANOPY MOUNTED FLOOD LIGHTS. ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING TOOL. 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. 8 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 ,1,7 ALL TRENCHING, EXCAVATIONS AND BACKFILL AS REQUIRED IN CONJUNCTION _ 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 WITH ELECTRICAL WORK. v COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE UNE RISERS SHALL NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN WRITING. _ 0 1,1.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE V) ALL SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT. SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS 2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS (RED THREAD II SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES _2 OF ACI. METAL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED AMERON OR EQUAL . PIPING MUST SLOPE "1 8PER FOOT MINIMUM FROM DISPENSER / AND THE NATIONAL ELECTRIC CODE, Fi IN POSITION. SPLICES IN ADJACENT BARS SHALL BE LAPPED 36 DIAMETERS AT CORNERS ISLAND TO TANK. 1.2 CODES AND REGULATIONS: COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY 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 m COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC COPES, NATIONAL FIRE PROTECTIVE SECURELY WIRED. SUPPORT ALL REINFORCEMENT WITH SADDLES AS REQUIRED. -- AND AS PER MAUFACTURER'S SPECIFICATIONS. ASSOCIATION AND LOCAL ELECTRICAL INSPECTION AUTHORITY. REPORT TO OWNER " . 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL PART 3 - INSTALLATION IMMEDIATELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODES OR TO BE HELD � w DELIVERY TICKETS OF EACH TRU MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE RESPONSIBLE FOR COMPLIANCE TO THESE CODES AND REGULATIONS. PROVIDE CK LOAD TO OWNER'S LOCAL CONSTRUCTION OFFICE WHEN 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE o WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES. INSTALLATION SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR HEREIN. DATEi 1 SJUL97 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 3 PERMITS, FEES, TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES, 3.5 PLACING CONCRETE: SUIT FIELD CONDITIONS, THE CHARACTERSITICS OF THE MATERIALS USED, AND THE 1 . INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL DIMENSIONS IN THE FIELD. AND TAXES. PROJECT 3010.2.2 0 0 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 OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR MAINTENANCE, SERVICE AND REPAIR OF THE WORK. TO ENTIRE INSTALLATION SO THAT THE ENTIRE PROJECT CAN BE COMPLETED PER SHALL NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS CONSTRUCTION SCHEDULE. ORAWNS MSP BEFORE PLACING ANY CONCRETE IN ORDER THAT TRADES AFFECTED MAY INSTALL 3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA WORK - 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 APPROYEDs PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES. NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK CL 3.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED. FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTION THE OWNER TS W ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK DRAWING 3.5.3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE EL BE CONEE BY SKILLED CRAFTSMEN TRADES INVOLVED, BUT PAID FOR BY THE PLACING CONCRETE. DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN STAISFATORY CONDITION. ELECTRICAL SUBCONTRACTOR. FSP-3 3,5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND f VI^ VV AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE.