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Attachment 3 -B_Engineering Plans by Arcos
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Plans and drawings
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Log in to see the plans as drawn WATER NOTES: SEWER NOTES:
LOCAL WATER AUTHORITY GENERAL: LOCAL WASTE AUTHORITY GENERAL:
1. WORKS MUST BE EXECUTED IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN & CONSTRUCTION 1. WORKS MUST BE EXECUTED IN ACCORDANCE WITH THE CURRENT SEQ WATER SUPPLY AND SEWERAGE DESIGN &
CODE STANDARDS, SPECIFICATIONS AND THE LOCAL WATER AND WASTE (W&W) AGENCY AMENDMENTS. CONSTRUCTION CODE STANDARDS, SPECIFICATIONS AND THE LOCAL WATER AND WASTE (W&W) AGENCY AMENDMENTS.
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
STANDARDS. STANDARDS.
3. RESPONSIBILITY FOR DESIGN CERTIFICATION ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT STANDARDS/CODES 3. RESPONSIBILITY FOR DESIGN CERTIFICATION, ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT
AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND (RPEQ) WHOSE STANDARDS/CODES AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSI0NAL ENGINEER OF QUEENSLAND
SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX ON EACH ORIGINAL DRAWING. (RPEQ) WHOSE SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX ON EACH ORIGINAL
4. THE CONSTRUCTION OF THE WATER RETICULATION WORK MUST BE SUPERVISED BY AN ENGINEER WHO HAS RELEVANT DRAWING.
RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO RECONNECT INTO 4. THE CONSTRUCTION OF THE SEWERAGE WORK MUST BE SUPERVISED BY AN ENGINEER WHO HAS RELEVANT RPEQ
UNITYWATER'S RETICULATION SYSTEM. REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT
5. DURING PRE-CONSTRUCTION, CONSTRUCTION, AND COMMISSIONING UNTIL THE END OF THE DEFECTS LIABILITY PERIOD, INTO THE ASSET OWNERS SEWER SYSTEM.
ANY DESIGN OVERSIGHTS AND / OR ITEMS THAT ARE TECHNICALLY NOT CONFORMING WITH RELEVANT STANDARDS, 5. ALL WORKS ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY AN PROVIDER
MUST BE RECTIFIED, AT NO COST TO LOCAL W&W AGENCY. APPROVED BY LOCAL W&W AGENCY AT THE CLIENT'S COST.
6. ALL PIPES AND MATERIALS SHALL COMPLY WITH REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" (IPAM) 6. ALL PIPES AND MATERIALS SHALL COMPLY WITH REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" LIST.
LIST. 7. ONLY LOCAL W&W AGENCY PERSONNEL MUST OPERATE THE EXISTING SEWER NETWORK.
7. ONLY LOCAL W&W AGENCY MUST OPERATE THE EXISTING WATER NETWORK . 8. ALL NEW WORKS REQUIRE CCTV SURVEYS AND VACUUM TESTING PRIOR TO ACCEPTANCE. CCTV INSPECTIONS TO BE IN
8. ALL NEW RETICULATION WORKS REQUIRE BACTERIAL AND PRESSURE TESTING PRIOR TO LIVE CONNECTION. WINCAN 8 FORMAT - ARRANGE WITH THE LOCAL W&W AGENCY AT CLIENTS COST.
9. PRESSURE TESTS MUST NOT BE CONDUCTED AGAINST EXISTING VALVES. 9. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT.
10. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT, CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915
CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915. 10. SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BE CONFIRMED WARNING!
11. SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BE CONFIRMED WITH RELEVANT AUTHORITIES AND ON SITE BY THE CONTRACTOR PRIOR TO RECOMMENCING WORKS. BEWARE OF UNDERGROUND SERVICES
WITH RELEVANT AUTHORITIES AND UN SITE BY THE CONTRACTOR PRIOR TO COMMENCING WORKS. 11. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCE WITH WORKPLACE HEALTH AND POSITION OF EXISTING UNDERGROUND SERVICES
12. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCE WITH WORKPLACE HEALTH AND SAFETY (WH&S) ACT 2011, THE WHO QUEENSLAND CODE OF PRACTICE AND LOCAL W&W AGENCY SWMS 10 AS A MINIMUM. SHOWN IS APPROXIMATE ONLY. EXACT POSITION
SAFETY WH&S ACT 2011, THE WHO QUEENSLAND CODE OF PRACTICE AND LOCAL W&W AGENCY SWMS 10 AS A MINIMUM. 12. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG SHALL BE PROVEN ON SITE BY THE CONTRACTOR
13. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION. EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESE PRIOR TO COMMENCEMENT OF CONSTRUCTION
INFORMATION. EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESE SERVICES. DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR
SERVICES, DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR CONFIRM THE LOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES.
CONFIRM THE LOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES. 13. CONTRACTOR/LOCAL W&W AGENCY TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAIN THE ASSET OWNER'S
14. DEVELOPER TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAIN LOCAL W&W AGENCY AND OTHER AUTHORITIES' AND OTHER AUTHORITIES' EXISTING SERVICES.
EXISTING SERVICES. 14. IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A LOCAL W&W AGENCY ASSET PHONE 1300 086
NOTE:
489 IMMEDIATELY. WATER & WASTE AUTHORITY TO CARRY OUT ALL LIVE
15. IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A LOCAL W&W AGENCY ASSET PHONE 1300 086 CONNECTION WORKS AND WORKS ON EXISTING SEWER
489 IMMEDIATELY. 15. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CURRENT SEQ SEWER CODE. AND WATER INFRASTRUCTURE AT DEVELOPER EXPENSE.
16. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH SEQ STD DRG SEQ-WAT-1410-1.
17. RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED OTHERWISE. 16. RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED OTHERWISE.
18. REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION USE AS SIGNS, FENCES, ETC. 17. REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION SUCH AS SIGNS, FENCES, ETC.
19. BENCH MARK AND LEVELS TO AHD. 18. BENCH MARK AND LEVELS TO AHD. MATERIALS COMPLIANCE:
20. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 19. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. ALL MATERIALS USED IN THE WORKS SHALL
COMPLY WITH THE CURRENT IPAM LIST
ENVIRONMENTAL MANAGEMENT: ENVIRONMENTAL MANAGEMENT:
1. CONTACT LOCAL COUNCIL PRIOR TO CONSTRUCTION FOR APPROVAL TO REMOVE OR REPLACE EXISTING TREES. 1. CONTACT LOCAL COUNCIL PRIOR TO CONSTRUCTION FOR APPROVAL TO REMOVE OR REPLACE EXISTING TREES.
2. ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROM DAMAGE AS DETERMINED BY THE 2. ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROM DAMAGE AS DETERMINED BY THE
LOCAL COUNCIL. LOCAL COUNCIL. ABBREVIATIONS
3. NO TREE SHALL BE LOPPED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE LOCAL COUNCIL. 3. NO TREE SHALL BE LOPPED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE LOCAL COUNCIL. WATER SERVICES ASSOCIATION OF
WSAA
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST. AUSTRALIA
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
5. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS W&W WATER & WASTE
5. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS
OTHERWISE AGREED BY LOCAL W&W AGENCY. OTHERWISE AGREED BY LOCAL W&W AGENCY. AC ASBESTOS CEMENT
6. FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT 6. FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT CI CAST IRON
CLEANLY AND A BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE. CLEANLY AND A BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.
CICL CAST IRON CEMENT LINED
7. BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY 7. BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY
COMPACTED. DI DUCTILE IRON
COMPACTED.
8. EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE. DICL DUCTILE IRON CEMENT LINED
8. EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.
9. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY. MH MANHOLE
9. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY.
10. PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. DN DIAMETER NOMINAL
10. PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
11. SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE. PE POLYETHYLENE
11. SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE.
12. IF YOU SUSPECT FIRE ANTS ON SITE CALL BIO-SECURITY QUEENSLAND ON 13 25 23. SS STAINLESS STEEL
12. IF YOU SUSPECT FIRE ANTS ON SITE CALL BIO-SECURITY QUEENSLAND ON 13 25 23.
13. ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK UPVC UNPLASTICISED POLYVINYL CHLORIDE
13. ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK
INCLUDING CLEARING COMMENCING. INCLUDING CLEARING COMMENCING. VC VITRIFIED CLAY
SAFETY: SAFETY:
1. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION. 1. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO ALLOW CONSTRUCTION OF THE
TRENCHES: SEWER, INCLUDING EXCAVATION AND SAFE SHORING TO ALLOW FOR LIVE SEWER WORKS INCLUDING INSPECTION.
1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL SHALL BE THE GREATER OF SEQ WH&S D&C CODE DRG 3. WHERE SEWER DEPTHS EXCEED 1.5m SAFE TRENCH BENCHING PRACTICES ARE TO BE PERFORMED DURING
SEQ-WAT-1200-2. CONSTRUCTION.
2. ROAD CROSSINGS, VERGES AND PATHS TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH STD DRG TRENCHES:
SEQ-WAT-1200-2.
3. PROVIDE 50mm THICK LAYER OF BEDDING SAND IF FLOWABLE FILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED 1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL SHALL BE THE GREATER OF SEQ WS&S D&C CODE DRG
AS EMBEDMENT. SEQ-SEW-1200-2.
4. 150mm MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300mm MINIMUM FOR TRAFFICABLE. 2. T2 ROAD CROSSINGS, VERGES AND PATHS TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH STD DRG
SEQ-SEW-1200-2 & SEQ-SEW-1205-1.
PIPELINES: 3. PROVIDE 50mm THICK LAYER OF BEDDING SAND IF FLOWABLE FILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED
1. THE MINIMUM CLEARANCE TO EXISTING SERVICES IS TO BE IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND AS EMBEDMENT.
SEWERAGE DESIGN & CONSTRUCTION CODE UNLESS OTHERWISE SHOWN. 4. 150mm MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300mm MINIMUM FOR TRAFFICABLE AREAS WITHIN THE VERGE.
2. PRESSURE & BACTERIAL TESTING TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL W&W AGENCY/WSA STANDARDS. PIPELINES:
3. NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO SEQ/LOCAL W&W AGENCY
STANDARDS. WHERE THE PE SERVICE IS PLACES INSIDE A CONDUIT THE DETECTABLE MARKING TAPE MUST ALSO BE 1. THE MINIMUM CLEARANCE TO EXISTING SERVICES IS TO BE IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND
PLACED IN THE CONDUIT. THE COLOURS OF MARKER TAPE MUST BE: WATER - GREEN. SEWERAGE DESIGN & CONSTRUCTION CODE UNLESS OTHERWISE SHOWN.
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00501.DWG
4. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE 2. CONTRACTOR TO OBTAIN PRIOR APPROVAL OF ASSET OWNER'S AUDIT AND COMPLIANCE OFFICER FOR ANY MINOR
CONTRACT MANAGER AND LOCAL W&W AGENCY CERTIFYING THE FILL IS CONTROLLED FILL AND COMPACTED TO A DEVIATIONS REQUIRED TO AVOID EXISTING SERVICES.
DENSITY OF NO LESS THAN 95% OF ITS STANDARD MAXIMUM DRY DENSITY, IN ACCORDANCE WITH AS1289.5.1.1. 3. VACUUM TESTING & CCTV TO BE CARRIED OUT IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
5. PIPE EMBEDMENT MATERIAL SHALL BE: & CONSTRUCTION CODE 120131.
- 5 TO 7mm SINGLE SIZED MATERIAL THAT COMPLIES WITH THE PURCHASE SPECIFICATION FOR EMBEDMENT MATERIALS 4. NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO SEQ STANDARDS. THE COLOURS
AS NOMINATED BY LOCAL W&W AGENCY IN THE SEQ ACCEPTED PRODUCTS & MATERIALS LIST. OF MARKER TAPE MUST BE: SEWERAGE - CREAM
6. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: 5. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE
- 63, 100 & 150 DIAMETER PIPE - 600mm CONTRACT MANAGER AND THE ASSET OWNER'S AUDIT a COMPLIANCE OFFICER CERTIFYING THE FILL IS CONTROLLED
FILL COMPACTED TO A DENSITY OF NO LESS THAN 95% OF ITS STANDARD MAXIMUM DRY DENSITY, IN ACCORDANCE WITH
POLYETHYLENE PIPES (PE): AS1289.5.1.1.
1. PERESSURISED MAINS TO BE A MINIMUM CLASS PN16. WHERE PIPE CLASSIFICATION IS NOT SPECIFIED CONSULT WITH 6. ALL OPEN ENDS OF DISUSED SEWERS MUST BE EFFECTIVELY PLUGGED BY ASSET OWNER.
DESIGN CONSULTANT AND LOCAL W&W AGENCY. 7. TUNNEL BORE OR DIRECTIONAL DRILL UNDER EXISTING STAMPED OR REINFORCED CONCRETE DRIVEWAYS WHERE THE
2. PE PIPE COLOUR SHALL BE: EXISTING SURFACE CANNOT BE MATCHED, AND UNDER SIGNIFICANT TREES AS ADVISED BY LOCAL COUNCIL.
DRINKING WATER: EXTERNAL: BLUE - SOLID OR STRIPED IS ACCEPTABLE. 8. PIPE EMBEDMENT MATERIAL SHALL BE 5-7mm SINGLE SIZED MATERIAL THAT COMPLIES WITH THE PURCHASE
3. ALL PE PIPES TO BE BUTT WELDED/ELECTRO FUSION FUSED UNO. SPECIFICATION FOR EMBEDMENT MATERIALS AS NOMINATED BY ASSET OWNER IN THE SEQ ACCEPTED PRODUCTS &
4. PRE-CHLORINATED PIPES AND FITTINGS MUST BE USED WHERE INDICATED. MATERIALS LIST.
5. PIPES WITH CRACKS, SCORES OR SCRATCHES DEEPER THAN 10% OF THE WALL THICKNESS SHALL BE REJECTED. MAINTENANCE AND ACCESS:
PE WELDING: 1. CLEAR, UNOBSTRUCTED, 24 HOUR ACCESS FROM THE STREET FRONTAGE IS TO BE MAINTAINED TO ANY SEWERAGE
MAINTENANCE HOLES AND PROPERTY CONNECTIONS.
1. PE WELDING MUST ONLY BE CARRIED OUT BY CERTIFIED PERSONS;
a) IN ACCORDANCE WITH PARTEC REQUIREMENTS AND; 2. THE CONTRACTOR SHALL COMPLETE MANHOLES 75mm ABOVE SURFACE LEVEL IN PRIVATE PROPERTY, AND FLUSH WITH
b) WHO HAS SUCCESSFULLY CARRIED OUT PREVIOUS PE PRESSURE PIPELINE WELDING PROJECTS SURFACE IN FOOTPATHS, VERGE AND ROADWAYS.
Last saved by: ARCOS CIVIL(2022-01-20) Last Plotted: 2022-01-20
2. FUSION BUTT-WELDED JOINTS SHALL BE MADE IN ACCORDANCE WITH WSA 01 - 2004; AS2033, AS2566.2 AND THE PE PIPE 3. PROPERTY CONNECTION MARKERS ARE TO BE INSTALLED (IN ACCORDANCE WITH STD DRG SEQ-SEW-1104-1) ON ALL
MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. PROPERTY CONNECTIONS, EXCEPT WHERE THE PROPERTY CONNECTION IS PROVIDED FROM A MAINTENANCE HOLE OR
PRIVATE DRAINAGE IS CONNECTED TO THE PROPERTY CONNECTION AS PART OF THE WORKS.
3. JOINTS SHALL ONLY BE MADE BETWEEN PIPE MATERIALS OF THE SAME GRADE AS DEFINED IN AS4130. PILOT WELDS
SHALL BE MADE AND TESTED FOR ANY PROPOSED JOINTS BETWEEN PIPES FROM DIFFERENT MANUFACTURERS. 4. WHERE THE SEWER IS DESIGNED TO PASS THROUGH PRIVATE PROPERTY WRITTEN PERMISSION FROM THE PROPERTY
OWNER MUST BE OBTAINED AND FORWARDED TO LOCAL W&W AGENCY AND ENDORSED CONSULTANT IF APPLICABLE
4. FUSION BUTT-WELDED JOINTS SHALL ACHIEVE AT LEAST 90% OF THE TENSILE STRENGTH OF THE PARENT PIPE. BEFORE PLANS ARE APPROVED AND RELEASED, ANY COSTS INCLUDING LEGAL, DESIGN, OR ADMINISTRATION INCURRED
INTERNAL WELD BEADS SHALL NOT BE REMOVED. IN OBTAINING A COURT ORDER OR LEGAL ENTRY REQUIREMENTS FOR ENTRY ONTO PRIVATE PROPERTY TO CONSTRUCT
5. ALL WELDING SHALL BE PERFORMED UNDER CONTROLLED ENVIRONMENTAL CONDITIONS. FIELD WELDING SHALL BE THE SEWER WORKS, MUST BE MET BY THE APPLICANT.
CARRIED OUT IN SHELTERS TO PREVENT DUST AND WATER CONTAMINATION. SHELTERS SHALL REMAIN IN PLACE UNTIL 5. EXISTING AND PROPOSED SEWERS SHALL BE SUBJECT TO ANY RELEVANT 'BUILD OVER INFRASTRUCTURE'
COMPLETION OF THE JOINT COOLING PERIOD. PIPE ENDS SHALL BE BLOCKED OFF TO PREVENT WIND CHILL AND DIRT REQUIREMENTS.
CONTAMINATION.
6. WELDING MACHINES USING HAND WOUND CARRIAGES WITHOUT PRESSURE GAUGES SHALL NOT BE USED. AT ALL TIMES
THAT WELDING IS IN PROGRESS, THE WELDER SHALL HAVE AVAILABLE A HAND-HELD TEMPERATURE SENSING DEVICE
CAPABLE OF CHECKING THE TEMPERATURE OF THE HEATER PLATE AT THE CIRCUMFERENCE OF THE WELD.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL SEWER & WATER
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT NOTES & DETAILS
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00501 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
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RPEQ 21223
20.01.22 Status FOR APPROVAL
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