|
,FORMANCE SPECIFICATION - CONT. I
<br />'ION IX CANOPIES-CONTINUED SECTION IX CANOPIES-CONTINUED SECTION X POST CONSTRUCTION TESTING REQUIREMENT A
<br /> A
<br /> T 2- EXECUTION PART 3-GENERAL-CONTINUED PROCEDURES FOR POST CONSTRUCTION TESTING
<br /> FASCIA: 32 EXECUTION: 11 SCOPEOFWORK
<br /> 2.3.1 VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED TO LOCAL 3.2.1 COORDINATE DELIVERY AND INSTALLATION WITH FUEL CONTRACTOR THROUGH LOCAL THIRD PARTY TESTS ARE REQUIRED TOBEPERFAIR OF ON ANYPOSTCONSTRU%STjL0CTION CTIVETANKITIES SSOCIATEDWITHNEW
<br /> CODES)STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER.SCREWS FOR FASCIA CONSTRUCTION OFFICE.MATERIALS SHALL BE STORED AT POSITION AS INDICATED By INSTALLATION,UPGRADE,REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK BUCKET
<br /> ODES)
<br /> IF THE
<br /> SHALL) CARBON STEEL CADMIUM PLATED OR GALVANIZED-SIZEABREQUIRED. FUEL CONTRACTOR. WORK INVOLVES PRODUCT PIPINGTANK SUMPSDISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS.
<br /> 2.3.2 REFER TO PROJECT DRAWINGS FOR FASCIA MAT ERIALANDINSTALLATION. 3.2.2 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND TANKNOLOGY,INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AB THE NATIONAL 3RD PARTY TESTING
<br /> TEMPLATE FOR DELIVERY TO FUEL CONTRACTOR 2 WEEKS PRIOR TO CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING TO ENSURE THAT 76 FUELING MAINTAINS
<br /> 2.3.3 MATERIAL SHALL BE ONE OF THE FOLLOWING: INSTALLATION.SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH FUEL CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM.THE ONLY EXCEPTION APPLIES IF LOCAL
<br /> CONTRACTOR'S SCHEDULE OF CONSTRUCTION. REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE
<br /> A. PRE FINISHED METAL FASCIA SYSTEM. WITNESSEDONSITE BY A REGULATORY ENTITY,IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT
<br /> B. PRE FINISHED FASCIA FASCIA SYSTEM,
<br /> SELECTED. 3.2.3 FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY OOCUMENTATIONOFTHE REGULATORY WITNESSED TESTS,AS WELL AS THE RESULT OF ANY SUCH TEST,DIRECTLY TO 76
<br /> FUEL CONTRACTOR AS PER APPROVED SHOP DRAWINGS.TYPE OF CONCRETE SHALL BE A3 PER FUELING,INC,COMPLWNCE DEPARTMENT.
<br /> SHOP DRAWINGS.TYPE,SIZE,AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOPWAS BY
<br /> DRAWINGS. IT WILL NOT BE NECESSARY FOR TANKNOLOGV TO RETEST THE CONTRACTOR
<br /> MU TSUT TEDSULIS CONTRACTOR IF THAT
<br /> TEST WAS WITNESSED BV A REGULATOR.IN THESE CASES THE CONTRACTOR MUST SUBMIT RESULTS OF THE _'M
<br /> ST AS WELL AS
<br /> T 3-GENERAL 3.2.4 HE CONTRACTOR SHALL VERIFYA LDIMENSIONS BEFORE STARTING WORK AND NOTIF ]6 COPIESOFREGULATORINSPECTION REPORT WITHIN 48 HOURS OF COMPLETION OF HE EST TO THE ADDRESS LISTED BELOW.
<br /> FUELING, INC:$CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND.REFER TO
<br /> SITE PLAN FOR SIZE,TYPE AND PLACEMENT OF CANOPY THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES,PRE-FUEL TEST AND POST FUEL TEST.
<br /> FABRICATION DRAWINGS:
<br /> 3.1.1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP 3.2.5 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW,
<br /> DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS. INSTALLATIONAS IN THE L PROVIDING OWN PERMITS EMAVBE COMMEN.ACOPYOF THE PERMIT
<br /> MUST BETI FILE INTHELOCAL CONSTRUCTION OFFICE PRIOR TOCOMMENCINGWORK, PRE-FUELTEST-TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVERED INTO THE USTSYSTEM.
<br /> 3.1.2 DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS. 3.2.6 CANOPY CON TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION OFFICE WITH THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE UST SYSTEM:
<br /> 3.1.3 ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF ACCEPTABLE INSURANCE AS REQUIRED PER 76 FUELING,INC.INSURANCE SPECIFICATIONS AND
<br /> STANDARD CONTRACT FOR CONSTRUCTION.INSURANCE SHALL BE IN EFFECT FOR DURATION OF PRE-FUELTEST ESTIMATED TEST DURATION
<br /> DRAWINGS. WORK.
<br /> 3.1.4 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH 3.2.7 CAN OPV CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER STP SUMPS MINIMUM4HOURS
<br /> CANOPY FOOTINGS WERE DESIGNED. CONTRACTORS ALREADY IN PLACE,AS MAY BE REQUIRED. DISPENSER SUMPWCONTAlNMENT MINIMUM4HOUR5
<br /> SPILL CONTAINMENTBUCKET6 MINIMUM(HOUR
<br /> 3.1.5 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE,WEIGHT,TYPE AND NUMBER OF ALL 3.2.8 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF
<br /> STRUCTURAL MEMBERS, FUEL CONTRACTOR PRIOR TO PLACING OF ANY HEAVV EQUIPMENT ON TOP OF
<br /> 3.1.8 ALL DES REQUIRLOADS SHALL COMPLY WITH ISCURRENT MOSTSTRINGNTC MINIMUMAND LOCAL BUILDINGDEPARTMENT
<br /> CONCRETE WORK ALREADY IN PLACE. TANKNOLOGV MAY USE ONE OF THE FOLLOWING TEST METHODS:HYDROSTATIC,PRESSURE OR VACUUM,
<br /> DES
<br /> REQUIRED LOADINGS,WHICHEVER IS MOST STRINGENT,MINIMUM DESIGN LOADS SHALL BE 3,2,g ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED T095%MAXIMUM WATER USED TO PERFORM THESE PRE-FUEL TESTS MAV BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN
<br /> CONSIDERED TO BE:WIND 100#,LIVE 35#,UPLIFT 35#AND DEAD LOAD 35#OR AS LOCAL DENSITY BASED ON A.S.T.M.D1551-70.IF ANY POOR SOIL CONDITION IS DISCOVERED DURING CONTACT WITH ANY FUEL.
<br /> STRUCTURAL DESIGN DICTATES.IF APPLICATION IS SUBJECT TO HIGH ALTITUDE(SNOW)LOADING, EXCAVATION,THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING
<br /> DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY. VERIFICATION. CON CTO
<br /> PREPARATION FOR PRE-FUEL(BEFORE DELIVERY(TESTING
<br /> 3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR ILL.ONLY. 3.2.10 SUP PORTING COLUMNS SHALL BE PLACED ASPER 76 FUELING,INC.FUEL PLANS AND ASPER -THE TANKS,PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
<br /> APPLICABLE SITE PLAN. UPON. O
<br /> 3.1.8 ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS. _110VOLTACCURRENT MUST BEAVAILABLE
<br /> 3.2.11 CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP. ALL PRODUCT PIPING,TANK SUMP,SPILL BUCKET AND DISPENSER SUMPILINER WORK MUST BE COMPLETE AND
<br /> 3.1.9 ROOF DECK SHALL BE ANIC.B.O.APPROVED DIAPHRAGM DECK AND ATTACHED INA MANNER THAT CO MPONENTSACCESSIBLE.
<br /> CO ULD BE CONSIDERED A DIAPHRAGM.AN ALTERNATE TO THIS IS 1&'DIAMETER STEEL ROD 3,2,12 ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT,TRUE TO -TESTVALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
<br /> DIAGONAL X-BRACING WITH TURNBUCKLES.LAYOUT OF ROD BRACING AND CONNECTIONS TO ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND -DISPENSERS DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TO BE PURGED.
<br /> STRUCTURAL MEMBERSSHALL BE APPROVED BY STRUCTURAL ENGINEER. ACCEPTABLE,PARAPET FASCIA SHALL BE VERTICAL AND PLUMB.ALL INTERSECTIONS SHALL BE -AS AN T OPION TO SIGINIFICANTLY REDUCE TIME ON SITE THE CONTRACTOR SHOULD FLOOD ALL TANK SUMPS AND
<br /> TRUE AND STRAIGHTEDGE LINES.MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE DISPENSER SUMPS WITH CLEAN WATER THE NIGHT BEFORE THE SCHEDULED TESTING.WATER MUST BE ADDED TO A
<br /> 3.1.10 CONCRETE TO A MINI UMSHALL 3000 EMADE RWITH SQUARE
<br /> AGGREGATE 28AND SHALL AFTERHAVE A RGING,COMPRESSIVE PAINTED BY OTHERS,ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL MINIMUM OF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN.
<br /> STRENGTH TO A MINIMUM 3000 LBS.PER SQUARE INCH WITHIN 28 DAYS AFTER POURING. PAINTINGIFINISHING. -THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WATER LEVEL TO STABILIZE AND MARK THE LEVEL OF
<br /> THE WATER WITH A PERMANENT MARKER.
<br /> 3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE MRS(EXCEPT#2 BARS)AND 3.2.13 FUELCONTRACTOR SHALL BE RESPONSIBLE FOR NON-SHRINK GROUT BENEATH BASE PLATE
<br /> SHALL CONFORM TO THE REQUIREMENTS OF THE BTANDARD SPECIFICATION A.S.T.M.615 GRADE 4 AND POURING OF CONCRETE AROUND CANOPY COLUMNS,COVERING ANCHOR BOLTS AS MAY BE POST FUEL TEST TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM.
<br /> 4 E REQUIRED. C
<br /> 3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS,INTERIOR PVC DRAINS 3.2.14 CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OFDEBRIS,PRIMED POST-FUELTEST ESTIMATED TEST DURATION
<br /> IN WARM WEATHER AREAS,ETC.,AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING AT COLUMN AND READY FOR FINAL PAINTING BY FUEL CONTRACTOR.
<br /> LOCATIONS,ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY TANK INTERSTICE MINIMUM 1 HOUR PER TANK
<br /> COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON 33 RESPONSIBILITIES OF FUEL CONTRACTOR: TANK PRIMARY LINEIPIPE TEINItRIGHTMINIMUM 1 HONESS MINIMUM 1 HO HOURS
<br /> STICE UR PER ANEIPIPE
<br /> DOWNHILL SIDE OF ISLAND.
<br /> 3.3.1 BHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAV NOTIFICATION OF DATE WHEN SITE WILL BE LINE PRIMARY IGV M
<br /> 3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY. READY FOR INSTALLATION OF GASOLINE CANOPY. LINE LEAK DETECTOR COMPLETED DURING TANK TEST
<br /> STAGE II WHERE APPLICABLE MINIMUM 3HOURS
<br /> 3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BEACCOMPLISHED PER MINIMUM 3.3.2 UPON AGREED DATE BETWEEN FUEL CONTRACTOR AND CANOPY CONTRACTOR,THE SITE 'AUTOMATIC TANK GAUGE(ATG)CERTIFICATION MINIMUM 2 HOURS
<br /> REQUIREMENTS OF THE UNIFORM BUILDING CODE,LATEST EDITION. SHALL BE FREE OF MATERIAL,MOVABLE EQUIPMENT AND DEBRIS,LEVEL AND IN PROPER CONDITION OTHER AS REQUIRED BV STATE OR LOCAL ORDINANCE UNKNOWN II
<br /> FOR CANOPY INSTALLATION,FUEL CONTRACTOR SHALL PERFORM SITE WORK AS
<br /> 3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR WITH MAY BE REQUIRED TO COMPLY.
<br /> SPECIFICATIONS,THE MOST STRINGENT REQUIREMENTS GOVERN. 'DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE(ATG)INSTALLATION.CERTIFICATION OF NEW ATG IS THE RES
<br /> PONSIBILITY
<br /> 3.3.3 FUEL CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION, OF THE INSTALLING CONTRACTOR.
<br /> 3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY 76 FUELING,INC.'S UNLESSAGREED UPON IN WRITING BETWEEN THE CANOPVCONTRACTORAND FUEL
<br /> CONSTRUCTION REPRESENTATIVE. CONTRACTOR. NOTE:WATER USED R PERFORM TESTING OF(STP)SUMPS,DISPENSER SUMPS ANO/OR SPILL BUCKETS,AFTER FUELS
<br /> INTRODUCED/DEUVERED INTO THE UST SYSTEM CANNOT BE DISCHARGED ON SITE.
<br /> 3.1.17 FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM 3.3.4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS
<br /> OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION.NO WORK SHALL COMMENCE PRIOR TO DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER,PROVIDING ALL STEEL,ETC.,
<br /> APPROVAL OF DRAWINGS BY 76 FUELING,INC:S CONSTRUCTION REPRESENTATIVE. (WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY CONTRACTOR),FOOTINGS
<br /> SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME,SO PROPER CURING TIME IS ALLOWED. WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDERAL
<br /> STATE AND/OR LOCAL REGULATIONS.
<br /> 3.3.5 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALLMETALANDTRIMAS CONTRACTOR PREPARATION FOR POST-FUEL(AFTER DELIVERY)TESTING
<br /> RELATED TO THE GASOLINE CANOPY AS PER 76 FUELING STORE STANDARDS MANUAL.
<br /> 3.38 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS, -THE FUEL LEVEL MUST BE BETWEEN 7080 PERCENTOFTANKCAPACITY
<br /> SIGNS,SECURITY LIGHTS,ETC.,IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION.G.C. -COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10"OF EACH OTHER.
<br /> SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK. ALL FUELING INCLUSIVE OF STAGE I AND STAGE II VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY.
<br /> 3.3.7 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED -ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS.
<br /> FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS.AND PLACEMENT OF -THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II
<br /> ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO. EQUIPMENT FULLY FUNCTIONAL.REPLACE FILTER AFTER PURGING.
<br /> 34 WARRANTIES:CANOPVCONTRACTORSHALLWARRANTY,IN WRITING,COMPLETE CANOPY INSTALLATION FOR A MINIMUM -ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL
<br /> PERIOD OF 2 YEARS.A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN AND INSTALLATION -THE TANKS,PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN
<br /> DEFECTS.EXCLUDING ACTS OF MAN,GOD AND NORMAL WEAR AND TEAR. UPON.
<br /> -110 VOLT AC CURRENT MUST BE AVAILABLE
<br /> 3.5 CLEAN-UP:CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL TRASH AND -TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING.
<br /> DEBRIS RESULTING FROM WORK RELATING TO INSTALLATION OF CANOPY. CONTRACTOR NOTIFICATION TO TESTING COMPANY(TANKNOLOGV):
<br /> ITIS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGV OF THE NEED TO PERFORM TESTS AT
<br /> LEASE 14 DAYS PRIOR TO THE ANTICIPATION TEST DATE.HOWEVER,TO ENSURE TESTS ARE CONDUCTED IN A TIMELY MANNER A
<br /> MINIMUM OF FIVE(5)DAYS IS REQUIRED.TANKNOLOGY UNDERSTANDS THAT ACTUAL DATE MAY CHANGE,BY PROVIDING THEM r
<br /> WITH AS MUCH TIME AS POSSIBLE ALLOWING THEM TO MAINTAIN A TIME SLOT IN THEIR SCHEDULE TO SHIFT AS NECESSARY.THE L
<br /> CONTRACTOR MUST KEEP TANKNOLOGY APPRISED OF THE ANTICIPATED DATE AND TIME THAT THE TESTING WILL BE NEEDED AS
<br /> PROJECTED DATES CHANGE.
<br /> 5
<br /> F
<br /> S
<br />
|