coalcliff art installation · all stainless steel structural, members and elements to be all...
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wollongongcity of innovation
DRAWING SCHEDULE
COALCLIFF ARTINSTALLATIONLAWRENCE HARGRAVE DRIVE
TR - 732 PLAN No. 6787
CITY OF WOLLONGONGwollongong
city of innovation
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L A W R E N C E H A R G R A V E D R I V E
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L O W E R C O A S T R O A D
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LOCATION OF WORKS
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L A W R E N C E H A R G R A V E D R I V E
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SHEET No.
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DESCRIPTION
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S00
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COVER SHEET & LOCATION PLAN
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S01
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GENERAL NOTES
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S02
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SECTION PLAN
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S03
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TYPICAL DETAILS
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LOCATION PLAN NOT TO SCALE
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AZIMUTH
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DATUM
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100mm ON ORIGINAL PLAN
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80
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90
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DESCRIPTION
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ISSUE
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APPR'D
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DRAWN
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DATE
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FIELD BOOK
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CHECKED
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DESIGNED
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SURVEYOR
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DRAWN
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DATE
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DATE
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DATE
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APPROVED
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(FOR COUNCIL USE ONLY)
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SCALES
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NORTH POINT
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SHEET No.
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SHEET OF SHEETS
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Ph 02 42277111
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DESIGN & TECHNICAL SERVICES
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DRAWING No.
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ISSUE
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ORIGINAL
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A1
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PJ or TR No.
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SENIOR DESIGN ENGINEER
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STRUCTURAL/ARCHITECTURAL
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6787
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S00
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ART INSTALLATION SUPPORTING STRUCTURE
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LAWRENCE HARGRAVE DRIVE
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COALCLIFF
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COVERSHEET AND LOCALITY PLAN
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FOR CONSTRUCTION
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1
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0
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3
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6787_S00_A
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TR
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03/20
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TR
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02/20
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TR-732
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NTS
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NORTH
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A
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ISSUED FOR CONSTRUCTION
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TR
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NI
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18/03/20
CITY OF WOLLONGONGwollongong
city of innovation
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GENERAL G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO COUNCIL'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. G2. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE FOLLOWING THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE FOLLOWING REPORTS: SITE MANAGEMENT PLAN AS PREPARED BY CONTRACTOR WHS SAFETY IN DESIGN REPORT G3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT AND CURRENT AUSTRALIAN STANDARDS AND WITH THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITIES EXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION. G4. ALL DIMENSIONS SHOWN SHALL BE VERIFIED BY THE BUILDER ON SITE. ALL DIMENSIONS SHOWN SHALL BE VERIFIED BY THE BUILDER ON SITE. ENGINEERS' DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. G5. DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERSTRESSED. TEMPORARY BRACING SHALL BE PROVIDED BY THE BUILDER TO KEEP THE WORKS AND EXCAVATIONS STABLE AT ALL TIMES. G6. THE BUILDER SHALL GIVE 48 HOURS NOTICE FOR ALL ENGINEERING THE BUILDER SHALL GIVE 48 HOURS NOTICE FOR ALL ENGINEERING INSPECTIONS. G7. SLABS BEAMS AND WALLS SHALL BE POURED ON THE DAY OF APPROVAL SLABS BEAMS AND WALLS SHALL BE POURED ON THE DAY OF APPROVAL UNLESS PERMISSION IS GIVEN OTHERWISE. G8. UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES. G9. ALL SERVICE LOCATIONS ON PLANS ARE SCHEMATIC ONLY. ALL SERVICE LOCATIONS ON PLANS ARE SCHEMATIC ONLY. G10. BUILDER TO DETERMINE AND/OR CONFIRM LOCATION AND DEPTH OF ALL BUILDER TO DETERMINE AND/OR CONFIRM LOCATION AND DEPTH OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF WORK. ENGINEER TO BE NOTIFIED. G11. PROPRIETARY PRODUCTS MAY BE REPLACED WITH EQUIVALENT PROPRIETARY PRODUCTS MAY BE REPLACED WITH EQUIVALENT PRODUCTS, ONLY FOLLOWING REVIEW AND WRITTEN APPROVAL BY WCC REPRESENTATIVE. BUILDER TO PROVIDE SUPPORTING DOCUMENTATION INDICATING EQUIVALENT PROPERTIES FOR WCC REVIEW. G12. REFERENCES TO SUPERINTENDENT OR PRINCIPAL SHALL BE TAKEN AS REFERENCES TO SUPERINTENDENT OR PRINCIPAL SHALL BE TAKEN AS WCC REPRESENTATIVE. G13. BUILDER OR CONTRACTOR IS RESPONSIBLE FOR ENSURING BUILDING WORKS ARE UNDERTAKEN IN ACCORDANCE WITH THE RELEVANT STANDARDS, PROPRIETARY ITEMS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ALL STRUCTURES ARE SEALED TO PREVENT THE INGRESS OF RAIN DURING STORM EVENTS G14. REFERENCES TO BUILDER, SUPPLIER OR OTHER PARTIES INVOLVED IN REFERENCES TO BUILDER, SUPPLIER OR OTHER PARTIES INVOLVED IN CONSTRUCTION SHALL HAVE THE SAME MEANING AS CONTRACTOR. G15. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING AS SPECIFIED IN THE THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING AS SPECIFIED IN THE CONTRACT DOCUMENTS TO DEMONSTRATE COMPLIANCE. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH COMPLIANCE TESTING. G16. A SECTION 138 APPLICATION AND APPROVAL IS REQUIRED PRIOR TO A SECTION 138 APPLICATION AND APPROVAL IS REQUIRED PRIOR TO AND APPROVAL IS REQUIRED PRIOR TO ANY OCCUPATION OF WCC ROAD OR FOOTPATH. THIS IS THE RESPONSIBILITY OF THE CONSTRUCTING AGENT. G17. AN RMS ROL APPLICATION AND APPROVAL IS REQUIRED PRIOR TO ANY AN RMS ROL APPLICATION AND APPROVAL IS REQUIRED PRIOR TO ANY OCCUPATION OF RMS ROAD OR PROPERTY. THIS IS THE RESPONSIBILITY OF THE CONSTRUCTING AGENT. G18. ALL WORKS SHALL BE SUPERVISED BY PERSONS EXPERIENCED AND ALL WORKS SHALL BE SUPERVISED BY PERSONS EXPERIENCED AND QUALIFIED IN THE TYPE OF WORK BEING CARRIED OUT.
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DIGITAL DATA DISCLAIMER DIGITAL DATA CAN BE MADE AVAILABLE ON REQUEST. PLEASE NOTE THAT DIGITAL DATA IS ISSUED FOR ASSISTANCE ONLY UNLESS SPECIFICALLY NOTED OTHERWISE. DIMENSIONS, CO-ORDINATES AND OTHER INFORMATION ON DRAWINGS TAKES PRECEDENCE. ALL SET-OUT POINTS ARE TO BE VERIFIED BY CONSULTANT AGAINST CONTRACT DOCUMENTATION AND USED AT CONTRACTORS RISK. WOLLONGONG CITY COUNCIL ACCEPTS NO RESPONSIBILITY FOR THE USABILITY, COMPLETENESS OR SCALE OF DRAWINGS TRANSFERRED ELECTRONICALLY.
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HOLD POINTS, APPROVALS & INSPECTIONS THE CONTRACTOR SHALL PROVIDE TO THE WCC REPRESENTATIVE A MINIMUM OF 2 WORKING DAYS' NOTICE FOR ANY INSPECTION AND 14 DAYS FOR ANY REVIEWS OF SHOP DRAWINGS AND ALTERNATIVE DESIGNS. NO FURTHER WORK SHALL OCCUR ON THE COMPONENT OF WORK TO BE INSPECTED OR APPROVED, UNTIL THE WCC REPRESENTATIVE RELEASES THE HOLD POINT IN WRITING. OTHER HOLD POINTS MAY BE NOMINATED BY THE WCC REPRESENTATIVE. MANDATORY HOLD POINTS ARE: GENERAL AND PROJECT START UP REVIEW & RELEASE OF QUALITY PLAN (INCLUDING ITP'S). REVIEW & RELEASE OF WHS PLAN, INCLUDING SWMS AND SOP. REVIEW & RELEASE OF SITE MANAGEMENT PLAN. REVIEW & RELEASE OF ESCP PLAN (EROSION AND SEDIMENTATION CONTROL PLAN). REVIEW & RELEASE OF TRAFFIC AND PEDESTRIAN MANAGEMENT PLAN. REVIEW & RELEASE OF METHODOLOGY FOR WORK CLOSE TO HAZARDS SUCH AS WORKING AT HEIGHTS. STRUCTURAL STEEL (AND OTHER METALS) SHOP DETAILS FOR REVIEW & COMMENT. INSPECTION AND RELEASE OF FABRICATED ELEMENTS PRIOR TO DELIVERY. WELD TESTING RESULTS, PRIOR TO DELIVERY. INSPECTION AND RELEASE OF STEEL SURFACES PRIOR TO PAINTING AND PROTECTIVE COATINGS. REVIEW & RELEASE OF METHODOLOGY FOR INSTALLATION AND ERECTION. TEMPORARY PROPPING TEMPORARY PROPPING MUST BE INSPECTED BY WCC REPRESENTATIVE BEFORE ART IS INSTALLED ON STAINLESS STEEL STRUCTURE. PROPPING IS TO REMAIN IN PLACE UNTIL CHEMICAL ANCHORS AND GROUT REACH REQUIRED STRENGTH. FINAL FINAL INSPECTION AND RELEASE OF COMPLETED PRODUCT. PROVISION OF WORK AS EXECUTED DRAWINGS SHOWING ALL INSTALLED INFRASTRUCTURE. DESIGN AND INSTALLATION CERTIFICATION.
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STAINLESS STEEL SS1. ALL STAINLESS STEEL STRUCTURAL, MEMBERS AND ELEMENTS TO BE ALL STAINLESS STEEL STRUCTURAL, MEMBERS AND ELEMENTS TO BE AUSTENITIC GRADE 316 (FY=210 MPa) OR DUPLEX GRADE 2205 (FY=450 (FY=210 MPa) OR DUPLEX GRADE 2205 (FY=450 OR DUPLEX GRADE 2205 (FY=450 OR DUPLEX GRADE 2205 (FY=450 (FY=450 MPa) (S31803) IN ACCORDANCE WITH AS/NZS 4673:2001. (S31803) IN ACCORDANCE WITH AS/NZS 4673:2001. SS2. DURING FABRICATION, SURFACES TO BE PROTECTED FROM DURING FABRICATION, SURFACES TO BE PROTECTED FROM CONTAMINATION AND/OR DAMAGE. SS3. ALL CLEATS, CONNECTOR PLATES, BASEPLATES AND CAP PLATES TO ALL CLEATS, CONNECTOR PLATES, BASEPLATES AND CAP PLATES TO BE 316 GRADE STAINLESS STEEL. SS4. ALL BOLTS, NUTS, WASHERS, SCREWS OR OTHER FASTENERS AND ALL BOLTS, NUTS, WASHERS, SCREWS OR OTHER FASTENERS AND ACCESSORIES TO BE GRADE 316 (A4), CLASS 80 STAINLESS STEEL. SS5. ALL WELDING TO BE IN ACCORDANCE WITH AS 1554.6. ALL WELDING TO BE IN ACCORDANCE WITH AS 1554.6. SS6. WELD QUALITY TO BE IN ACCORDANCE WITH AS1554.6-2012, SECTION 6, WELD QUALITY TO BE IN ACCORDANCE WITH AS1554.6-2012, SECTION 6, AND THE FOLLOWING: - SUBSURFACE (INTERNAL) QUALITY - CATEGORY 2 - SURFACE (EXTERNAL) QUALITY - CLASS B - SURFACE CONDITION - II (I WHERE MEMBER IS POLISHED) SS7. ALL WELDS TO BE 6mm CFW U.N.O. INSPECTION SHALL BE CARRIED OUT ALL WELDS TO BE 6mm CFW U.N.O. INSPECTION SHALL BE CARRIED OUT TO AS1554. SS8. EXCESS METAL IN WELD BEADS TO BE REMOVED BY GRINDING. EXCESS METAL IN WELD BEADS TO BE REMOVED BY GRINDING. SS9. STANDARD OF SURFACE FINISH TO BE HIGHLY POLISHED TO A MINIMUM STANDARD OF SURFACE FINISH TO BE HIGHLY POLISHED TO A MINIMUM NO. 1K OR 2K SATIN POLISHED FINISH AS DEFINED IN BS EN 10088 (USING MIN. 320-400 GRIT) ACHIEVING A SURFACE ROUGHNESS (Ra) OF LESS THAN 0.5 MICROMETRES, FOLLOWED BY ELECTROPOLISHING. SS10. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT STEELWORK IS IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT STEELWORK IS SECURELY TEMPORARILY BRACED AS NECESSARY TO STABILISE THE STRUCTURE DURING ERECTION. SS11. SUPPLIER TO PROVIDE SHOP DETAILS TO WCC SUPERINTENDENT SUPPLIER TO PROVIDE SHOP DETAILS TO WCC SUPERINTENDENT INCLUDING PROPOSED PREFABRICATION AND TRANSPORTATION PROPOSAL. ALLOW MINIMUM 14 WORKING DAYS FOR REVIEW AND APPROVAL. SS12. NO SITE WELDING IS PERMITTED UNLESS NOTED OTHERWISE. NO SITE WELDING IS PERMITTED UNLESS NOTED OTHERWISE. SS13. PROVIDE END PLATES TO ALL HOLLOW SECTION MEMBERS UNLESS PROVIDE END PLATES TO ALL HOLLOW SECTION MEMBERS UNLESS NOTED OTHERWISE. SS14. PROVIDE NEOPRENE SEPARATION GASKET BETWEEN STAINLESS STEEL PROVIDE NEOPRENE SEPARATION GASKET BETWEEN STAINLESS STEEL SURFACES AND ANY DISSIMILAR MATERIAL. SS15. THESE NOTES ALSO APPLY CONCRETE REINFORCEMENT WHERE CALLED THESE NOTES ALSO APPLY CONCRETE REINFORCEMENT WHERE CALLED UP ON PLAN. ALSO REFER TO REINFORCEMENT NOTES. SS16. ALL DETAILS, GUAGE LINES ETC. WHERE NOT SPECIFICALLY SHOWN ARE ALL DETAILS, GUAGE LINES ETC. WHERE NOT SPECIFICALLY SHOWN ARE TO BE IN ACCORDANCE WITH AISC DESIGN CAPACITY TABLES FOR STRUCTURAL STEEL AND AISC STANDARDISED STRUCTURAL CONNECTIONS. PLATES TO BE 10mm THICK EX-STANDARD SQUARE EDGE FLATS U.N.O. SS17. THE BUILDER SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES THE BUILDER SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES NECESSARY FOR FIXING STEEL TO STEEL AND TIMBER TO STEEL WHETHER OR NOT DETAILED ON THE DRAWINGS. SS18. IN SUPPORT OF THE WCC DRAFT SUSTAINABILITY POLICY ALL IN SUPPORT OF THE WCC DRAFT SUSTAINABILITY POLICY ALL STAINLESS STEEL SHALL BE AUSTRALIAN MADE UNLESS APPROPRIATE PRODUCTS ARE NOT AVAILABLE OR A VALID ECONOMIC ECONOMIC ARGUMENT CAN BE MADE OTHERWISE.
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ENVIRONMENTAL SITE MANAGEMENT ESM1. EROSION & SEDIMENT CONTROLS TO BE INSTALLED IN ACCORDANCE EROSION & SEDIMENT CONTROLS TO BE INSTALLED IN ACCORDANCE WITH COUNCIL'S SPECIFICATION & THE NSW DEPARTMENT OF HOUSING "BLUE BOOK" - SOILS AND CONSTRUCTION - MANAGING URBAN STORMWATER, 2004. REFER TO THE BLUE BOOK FOR STANDARD DRAWINGS "SD". ESM3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL MEASURES ARE TAKEN DURING THE COURSE OF CONSTRUCTION TO PREVENT SEDIMENT EROSION AND POLLUTION OF THE DOWNSTREAM SYSTEM, SUPERVISING ENGINEER SHOULD BE CONTACTED IF IN DOUBT. ALL SEDIMENT CONTROL STRUCTURES TO BE INSPECTED AFTER EACH RAINFALL EVENT FOR STRUCTURAL DAMAGE AND ALL TRAPPED SEDIMENT TO BE REMOVED TO A NOMINATED SOIL STOCKPILE SITE. ESM4. RETAIN ALL EXISTING GRASS COVER WHEREVER POSSIBLE. TOPSOIL RETAIN ALL EXISTING GRASS COVER WHEREVER POSSIBLE. TOPSOIL FROM ALL AREAS THAT WILL BE DISTURBED TO BE STRIPPED AND STOCKPILED AT THE NOMINATED SITE. A SEDIMENT FENCE TO BE PLACED DOWNHILL OF STOCKPILE. ESM5. ALL DISTURBED AREAS ARE TO BE TRIMMED, LEVELED, TURFED & ALL DISTURBED AREAS ARE TO BE TRIMMED, LEVELED, TURFED & FERTILISED WITHIN 14 DAYS OF EXPOSURE. ESM6. ALL EXISTING TREES TO BE RETAINED UNLESS SHOWN OTHERWISE ON ALL EXISTING TREES TO BE RETAINED UNLESS SHOWN OTHERWISE ON APPROVED DRAWINGS. TREES RETAINED ARE TO BE PROTECTED WITH A HIGH VISIBILITY FENCE, PLUS FLAGGING TO INDIVIDUAL TREES AS NECESSARY. ESM7. ALL SILT FENCES & BARRIERS ARE TO BE MAINTAINED IN GOOD ORDER ALL SILT FENCES & BARRIERS ARE TO BE MAINTAINED IN GOOD ORDER & REGULARLY DESILTED DURING THE CONSTRUCTION PERIOD. SILT FENCES TO SD6-8 OR SD6-9. ESM8. WASTE MATERIALS ARE TO BE STOCKPILED OR LOADED INTO WASTE MATERIALS ARE TO BE STOCKPILED OR LOADED INTO SKIP-BINS LOCATED ON SITE AS SHOWN ON SITE MANAGEMENT PLAN. ESM9. THE HEAD CONTRACTOR IS TO INFORM ALL SITE STAFF AND THE HEAD CONTRACTOR IS TO INFORM ALL SITE STAFF AND SUB-CONTRACTORS OF THEIR OBLIGATIONS UNDER THE EROSION AND SEDIMENT CONTROL PLAN. ESM10. ANY SEDIMENT DEPOSITED ON THE PUBLIC WAY, INCLUDING FOOTPATH ANY SEDIMENT DEPOSITED ON THE PUBLIC WAY, INCLUDING FOOTPATH RESERVE AND ROAD SURFACE, IS TO BE REMOVED IMMEDIATELY. ESM11. PROVIDE BARRIERS AROUND ALL CONSTRUCTION WORKS WITHIN THE PROVIDE BARRIERS AROUND ALL CONSTRUCTION WORKS WITHIN THE FOOTPATH AREA TO PROVIDE SAFE ACCESS FOR PEDESTRIANS. ESM12. CONCRETE PUMPS AND CRANES ARE TO OPERATE FROM WITHIN THE CONCRETE PUMPS AND CRANES ARE TO OPERATE FROM WITHIN THE BALLAST ENTRY DRIVEWAY AREA AND ARE NOT TO OPERATE FROM THE PUBLIC ROADWAY UNLESS SPECIFIC COUNCIL PERMISSION IS OBTAINED. ESM13. DELIVERY VEHICLES MUST NOT STAND WITHIN THE PUBLIC ROADWAY DELIVERY VEHICLES MUST NOT STAND WITHIN THE PUBLIC ROADWAY FOR MORE THAN 20 MINUTES AT A TIME. ESM14. UNDISTURBED BUFFER ZONE AREAS ARE CLOSED TO ALL TRAFFIC UNDISTURBED BUFFER ZONE AREAS ARE CLOSED TO ALL TRAFFIC MOVEMENTS UNLESS OTHERWISE NOTED BY COUNCIL'S REPRESENTATIVE AND ACCESS TO THE SEWER OR C.D.L. TRENCHING WILL BE AS SHOWN, OR HEAVY PENALTIES MAY BE IMPOSED. ESM15. TRAFFIC MANAGEMENT MEASURES ARE REQUIRED TO BE IMPLEMENTED TRAFFIC MANAGEMENT MEASURES ARE REQUIRED TO BE IMPLEMENTED AND MAINTAINED DURING CONSTRUCTION. IN ACCORDANCE WITH 'RMS. TRAFFIC CONTROL AT WORK SITES - CURRENT EDITION' AND AS 1742 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.' TO BE SUBMITTED AND RELEASED BY WCC REPRESENTATIVE. ESM16. PEDESTRIAN CONTROL MEASURES ARE REQUIRED TO BE IMPLEMENTED PEDESTRIAN CONTROL MEASURES ARE REQUIRED TO BE IMPLEMENTED AND MAINTAINED DURING CONSTRUCTION. IN ACCORDANCE WITH AS 1742 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES'. ESM17. SITE MANAGEMENT PLAN IS TO BE PRODUCED BY THE CONTRACTOR SITE MANAGEMENT PLAN IS TO BE PRODUCED BY THE CONTRACTOR AND APPROVED BY WCC PRIOR TO UNDERTAKING ANY WORKS.
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FIBRE REINFORCED POLYMER (FRP) MEMBERS FR1. ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH WAGNERS PTY ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH WAGNERS PTY LTD COMPOSITE FIBRE (CFT) TECHNOLOGIES MANUFACTURING WORK INSTRUCTIONS AND QUALITY ASSURANCE STANDARDS OR APPROVED EQUIVALENT. FR2. UNLESS OTHERWISE NOTED OR APPROVED, COMPOSITE MATERIALS FOR UNLESS OTHERWISE NOTED OR APPROVED, COMPOSITE MATERIALS FOR USE IN THIS PROJECT SHALL BE MANUFACTURED FROM ECR GLASS AND VINYL ESTER RESIN CONFORMING WITH ISO 9002 STANDARD. FR3. ALL MEMBERS SHALL BE IN SOUND CONDITION FREE FROM PITTING, ALL MEMBERS SHALL BE IN SOUND CONDITION FREE FROM PITTING, DE-LAMINATIONS AND OTHER DEFECTS WHICH ARE LIKELY TO IMPAIR THE STRUCTURAL CAPACITY OF THE MEMBERS. FR4. AT ALL FACTORY AND SITE DRILL HOLES. A WAGNERS CFT(OR APPROVED AT ALL FACTORY AND SITE DRILL HOLES. A WAGNERS CFT(OR APPROVED EQUIVALENT) ANTICRUSH INSERT SHALL BE USED. INSERTS TO BE GLUED INTO PLACE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. FR5. APPLY A WATERPROOFING COMPOUND (HIGH BUILD ENDUROSEAL OR APPLY A WATERPROOFING COMPOUND (HIGH BUILD ENDUROSEAL OR APPROVED EQUIVALENT) TO SEAL ANY CUT FIBRE, AS A RESULT OF DRILLING, CUTTING OR DAMAGE TO THE COMPOSITE FIBRE PROFILES. FR6. FRP MATERIALS ARE TO BE NON-FLAMMABLE UPON DIRECT EXPOSURE TO FRP MATERIALS ARE TO BE NON-FLAMMABLE UPON DIRECT EXPOSURE TO NAKED FLAMES.
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DRAWN
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DATE
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DATE
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DATE
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APPROVED
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(FOR COUNCIL USE ONLY)
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SCALES
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NORTH POINT
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SHEET No.
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SHEET OF SHEETS
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Ph 02 42277111
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DESIGN & TECHNICAL SERVICES
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DRAWING No.
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ISSUE
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ORIGINAL
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A1
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PJ or TR No.
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SENIOR DESIGN ENGINEER
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STRUCTURAL/ARCHITECTURAL
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6787
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S01
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ART INSTALLATION SUPPORTING STRUCTURE
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LAWRENCE HARGRAVE DRIVE
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COALCLIFF
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NOTES SHEET
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FOR CONSTRUCTION
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1
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1
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3
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6787_S01_A
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TR
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02/20
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TR
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02/20
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TR-732
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AS NOTED
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A
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ISSUED FOR CONSTRUCTION
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TR
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NI
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18/03/20
CITY OF WOLLONGONGwollongong
city of innovation
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-
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A
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EXISTING VIEWING PLATFORM OUTLINE OVER
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EXISTING WALKWAY
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EXISTING WALKWAY
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LOCATION OF OVERHEAD POWER LINES
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P2
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P1
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P1
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P1
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P1
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P1
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C1
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C2
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B2
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MEMBER SCHEDULE
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MARK
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SIZE
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COMMENTS
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PIERS
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P1
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600 DIA.
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P2
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1050 DIA.
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COLUMNS
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C1
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WCFT 100 x 5 SHS
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EXISTING COLUMN
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C2
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168 x 5 CHS
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NEW 316 S/S COLUMN
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BEAMS
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WCFT 200 x 100 x 5 BRB
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EXISTING BEARER
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B2
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150 x 5 SHS
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NEW 316 S/S BEAM
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100 x 5 SHS
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NEW 316 S/S STUB
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JOISTS
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WCFT 200 x 100 x 5 BRB
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M16 HILTI HIT-V-R FASTENERS, PROVIDE 20MM NON-SHRINK GROUT
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B2
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C2
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S03
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S03
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EXISTING FRP WALKWAY FRAME
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AR INSTALLATION TO BE FIXED IN PLACE OF INDICATIVE CUBE, 1200 x 1200 x 1200 FIXINGS TO BE CONFIRMED BY ARTIST AND APPROVED BY WCC PRIOR TO FABRICATION
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EXISTING P2
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PROVIDE TEMPORARY PROPPING UNTIL EPOXY AND GROUT HAVE REACHED REQUIRED STRENGTH
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TYPICAL SECTION
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SCALE 1:20 @ A1 - 1:40 @ A3
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A
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S02
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S03
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3
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AZIMUTH
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DATUM
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RELATED PLANS
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0
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20
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10
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40
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30
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60
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50
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70
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100mm ON ORIGINAL PLAN
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80
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90
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DESCRIPTION
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ISSUE
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APPR'D
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DRAWN
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DATE
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DATE ......................................................
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FIELD BOOK
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CHECKED
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DESIGNED
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SURVEYOR
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DRAWN
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DATE
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DATE
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DATE
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APPROVED
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(FOR COUNCIL USE ONLY)
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SCALES
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NORTH POINT
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SHEET No.
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SHEET OF SHEETS
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Ph 02 42277111
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DESIGN & TECHNICAL SERVICES
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DRAWING No.
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ISSUE
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ORIGINAL
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A1
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PJ or TR No.
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SENIOR DESIGN ENGINEER
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STRUCTURAL/ARCHITECTURAL
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NORTH
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SUPPORT POST PLAN
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SCALE 1:50 @ A1 - 1:100 @ A3
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6787
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S02
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ART INSTALLATION SUPPORTING STRUCTURE
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LAWRENCE HARGRAVE DRIVE
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COALCLIFF
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SECTION AND PLAN SHEET
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FOR CONSTRUCTION
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1
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2
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3
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6787_S02_A
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TR
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02/20
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TR
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02/20
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TR-732
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AS NOTED
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A
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ISSUED FOR CONSTRUCTION
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TR
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NI
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18/03/20
CITY OF WOLLONGONGwollongong
city of innovation
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12mm STIFFENED S/S PLATE WITH M16 HILTI HIT-V-R FASTENERS
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C2
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APPROXIMATE LOCATION OF EXISTING JOIST J1
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EXISTING WCFT 200 x 100 x 5 BRB
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B3
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S/S M16 BOLTS
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EXISTING BOLT
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APPROXIMATE LOCATION OF EXISTING JOIST
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170 x 270 x 16 PLATE
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S/S M16 BOLTS
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B1
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B1
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-
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1A
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TYPICAL DECK CONNECTION PLAN
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SCALE 1:10 @ A1 - 1:20 @ A3
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1
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S02
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TYPICAL DECK CONNECTION SECTION
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SCALE 1:10 @ A1 - 1:20 @ A3
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1A
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-
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WAGNERS ANTICRUSH INSERT OR APPROVED EQUIVALENT
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B2
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20 MM NON-SHRINK GROUT FOR FULL LENGTH OF B2 AT PILE CONNECTION
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TYPICAL STIFFENER PLATE SECTION
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SCALE 1:10 @ A1 - 1:20 @ A3
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2A
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-
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EXISTING P2
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EXISTING P2
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B2
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C1
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TYPICAL PIER CONNECTION PLAN DETAIL
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SCALE 1:10 @ A1 - 1:20 @ A3
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2
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S02
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20mm NON-SHRINK GROUT
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-
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2A
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C2
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EXISTING RAIL
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C2
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RAILING DETAIL
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SCALE 1:10 @ A1 - 1:20 @ A3
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3
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S02
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MEMBER SCHEDULE
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MARK
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SIZE
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COMMENTS
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PIERS
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P1
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600 DIA.
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EXISTING CONCRETE PIER
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P2
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1050 DIA.
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EXISTING CONCRETE PIER
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COLUMNS
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C1
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WCFT 100 x 5 SHS
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EXISTING COLUMN
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C2
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168 x 5 CHS
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NEW 316 S/S COLUMN
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BEAMS
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B1
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WCFT 200 x 100 x 5 BRB
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EXISTING BEARER
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B2
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150 x 5 SHS
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NEW 316 S/S BEAM
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B3
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100 x 5 SHS
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NEW 316 S/S STUB
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JOISTS
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J1
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WCFT 200 x 100 x 5 BRB
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EXISTING JOIST
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AZIMUTH
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DATUM
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0
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20
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10
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40
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30
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60
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50
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70
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100mm ON ORIGINAL PLAN
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80
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90
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DESCRIPTION
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ISSUE
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APPR'D
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DRAWN
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DATE
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DATE ......................................................
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FIELD BOOK
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CHECKED
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DESIGNED
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SURVEYOR
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DRAWN
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DATE
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DATE
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DATE
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APPROVED
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(FOR COUNCIL USE ONLY)
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SCALES
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NORTH POINT
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SHEET No.
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SHEET OF SHEETS
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Ph 02 42277111
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DESIGN & TECHNICAL SERVICES
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DRAWING No.
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ISSUE
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ORIGINAL
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A1
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PJ or TR No.
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SENIOR DESIGN ENGINEER
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STRUCTURAL/ARCHITECTURAL
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6787
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S03
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ART INSTALLATION SUPPORTING STRUCTURE
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LAWRENCE HARGRAVE DRIVE
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COALCLIFF
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TYPICAL DETAILS SHEET
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FOR CONSTRUCTION
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1
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3
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3
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6787_S03_A
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TR
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02/20
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TR
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02/20
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TR-732
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AS NOTED
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A
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ISSUED FOR CONSTRUCTION
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TR
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NI
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18/03/20