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200437-C-Drawings
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33 TEWANTIN ROAD, COOROY, QLD, 4563 MULTIPLE DWELLINGS DEVELOPMENT OPERATIONAL WORKS - WATER CONNECTION COUNCIL MCU PERMIT No. WARNING BEWARE OF UNDERGROUND SERVICES NOTE: WATER & WASTE AUTHORITY TO CARRY OUT ALL LIVE MCU20/0074 CONNECTION WORKS AND WORKS ON EXISTING SEWER POSITION OF EXISTING UNDERGROUND SERVICES SHOWN AND WATER INFRASTRUCTURE AT DEVELOPER EXPENSE. IS APPROXIMATE ONLY. EXACT POSITION SHALL BE PROVEN ON SITE BY THE CONTRACTOR PRIOR TO NOTES: COMMENCEMENT OF CONSTRUCTION LOCAL WATER AUTHORITY GENERAL: PIPELINES: 1. WORKS MUST BE EXECUTED IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN & CONSTRUCTION 1. THE MINIMUM CLEARANCE TO EXISTING SERVICES IS TO BE IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND CODE STANDARDS, SPECIFICATIONS AND THE LOCAL WATER AND WASTE (W&W) AGENCY AMENDMENTS. SEWERAGE DESIGN & CONSTRUCTION CODE UNLESS OTHERWISE SHOWN. 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN 2. PRESSURE & BACTERIAL TESTING TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL W&W AGENCY/WSA STANDARDS. STANDARDS. 3. NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO SEQ/LOCAL W&W AGENCY 3. RESPONSIBILITY FOR DESIGN CERTIFICATION ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT STANDARDS/CODES STANDARDS. WHERE THE PE SERVICE IS PLACES INSIDE A CONDUIT THE DETECTABLE MARKING TAPE MUST ALSO BE AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND (RPEQ) WHOSE PLACED IN THE CONDUIT. THE COLOURS OF MARKER TAPE MUST BE: WATER - GREEN. SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX ON EACH ORIGINAL DRAWING. 4. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE 4. THE CONSTRUCTION OF THE WATER RETICULATION WORK MUST BE SUPERVISED BY AN ENGINEER WHO HAS RELEVANT CONTRACT MANAGER AND LOCAL W&W AGENCY CERTIFYING THE FILL IS CONTROLLED FILL AND COMPACTED TO A RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO RECONNECT INTO DENSITY OF NO LESS THAN 95% OF ITS STANDARD MAXIMUM DRY DENSITY, IN ACCORDANCE WITH AS1289.5.1.1. UNITYWATER'S RETICULATION SYSTEM. 5. PIPE EMBEDMENT MATERIAL SHALL BE: 5. DURING PRE-CONSTRUCTION, CONSTRUCTION, AND COMMISSIONING UNTIL THE END OF THE DEFECTS LIABILITY PERIOD, - 5 TO 7mm SINGLE SIZED MATERIAL THAT COMPLIES WITH THE PURCHASE SPECIFICATION FOR EMBEDMENT MATERIALS ANY DESIGN OVERSIGHTS AND / OR ITEMS THAT ARE TECHNICALLY NOT CONFORMING WITH RELEVANT STANDARDS, AS NOMINATED BY LOCAL W&W AGENCY IN THE SEQ ACCEPTED PRODUCTS & MATERIALS LIST. MUST BE RECTIFIED, AT NO COST TO LOCAL W&W AGENCY. 6. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: 6. ALL PIPES AND MATERIALS SHALL COMPLY WITH REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" (IPAM) - 63, 100 & 150 DIAMETER PIPE - 600mm LIST. POLYETHYLENE PIPES (PE): AD 7. ONLY LOCAL W&W AGENCY MUST OPERATE THE EXISTING WATER NETWORK . SITE LOCATION RO 8. ALL NEW RETICULATION WORKS REQUIRE BACTERIAL AND PRESSURE TESTING PRIOR TO LIVE CONNECTION. 1. PERESSURISED MAINS TO BE A MINIMUM CLASS PN16. WHERE PIPE CLASSIFICATION IS NOT SPECIFIED CONSULT WITH DESIGN CONSULTANT AND LOCAL W&W AGENCY. N 9. PRESSURE TESTS MUST NOT BE CONDUCTED AGAINST EXISTING VALVES. TI 2. PE PIPE COLOUR SHALL BE: AN 10. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT, DRINKING WATER: EXTERNAL: BLUE - SOLID OR STRIPED IS ACCEPTABLE. EET W T CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915. E 3. ALL PE PIPES TO BE BUTT WELDED/ELECTRO FUSION FUSED UNO. STREE TE N 11. SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BE CONFIRMED LA 4. PRE-CHLORINATED PIPES AND FITTINGS MUST BE USED WHERE INDICATED. TR WITH RELEVANT AUTHORITIES AND UN SITE BY THE CONTRACTOR PRIOR TO COMMENCING WORKS. E 5. PIPES WITH CRACKS, SCORES OR SCRATCHES DEEPER THAN 10% OF THE WALL THICKNESS SHALL BE REJECTED. IN 12. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCE WITH WORKPLACE HEALTH AND MIVA S V SAFETY WH&S ACT 2011, THE WHO QUEENSLAND CODE OF PRACTICE AND LOCAL W&W AGENCY SWMS 10 AS A MINIMUM. PE WELDING: LI F O I 13. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG R INFORMATION. EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESE 1. PE WELDING MUST ONLY BE CARRIED OUT BY CERTIFIED PERSONS; U SERVICES, DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR a) IN ACCORDANCE WITH PARTEC REQUIREMENTS AND; KA CONFIRM THE LOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES. b) WHO HAS SUCCESSFULLY CARRIED OUT PREVIOUS PE PRESSURE PIPELINE WELDING PROJECTS 14. DEVELOPER TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAIN LOCAL W&W AGENCY AND OTHER AUTHORITIES' 2. FUSION BUTT-WELDED JOINTS SHALL BE MADE IN ACCORDANCE WITH WSA 01 - 2004; AS2033, AS2566.2 AND THE PE PIPE EXISTING SERVICES. MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. 15. IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A LOCAL W&W AGENCY ASSET PHONE 1300 086 3. JOINTS SHALL ONLY BE MADE BETWEEN PIPE MATERIALS OF THE SAME GRADE AS DEFINED IN AS4130. PILOT WELDS 489 IMMEDIATELY. SHALL BE MADE AND TESTED FOR ANY PROPOSED JOINTS BETWEEN PIPES FROM DIFFERENT MANUFACTURERS. 16. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH SEQ STD DRG SEQ-WAT-1410-1. 4. FUSION BUTT-WELDED JOINTS SHALL ACHIEVE AT LEAST 90% OF THE TENSILE STRENGTH OF THE PARENT PIPE. INTERNAL WELD BEADS SHALL NOT BE REMOVED. 17. RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED OTHERWISE. IMAGE (NEARMAP) 18. REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION USE AS SIGNS, FENCES, ETC. 5. ALL WELDING SHALL BE PERFORMED UNDER CONTROLLED ENVIRONMENTAL CONDITIONS. FIELD WELDING SHALL BE CARRIED OUT IN SHELTERS TO PREVENT DUST AND WATER CONTAMINATION. SHELTERS SHALL REMAIN IN PLACE UNTIL LOCALITY PLAN 19. BENCH MARK AND LEVELS TO AHD. COMPLETION OF THE JOINT COOLING PERIOD. PIPE ENDS SHALL BE BLOCKED OFF TO PREVENT WIND CHILL AND DIRT N.T.S CONTAMINATION. 20. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 6. WELDING MACHINES USING HAND WOUND CARRIAGES WITHOUT PRESSURE GAUGES SHALL NOT BE USED. AT ALL TIMES ENVIRONMENTAL MANAGEMENT: 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. 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 THRUST & ANCHOR BLOCKS: Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00201.DWG LOCAL COUNCIL. 1. PROVIDE ANCHOR AND THRUST BLOCKS DESIGNED FOR 1200kPa TEST PRESSURE IN ACCORDANCE WITH THE SEQ WATER RETICULATION DRAWING INDEX 3. NO TREE SHALL BE LOPPED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE LOCAL COUNCIL. WATER SUPPLY AND SEWERAGE DESIGN & CONSTRUCTION CODE 120131. 4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST. 2. THE BEARING FACE OF THE THRUST RESTRAINT MUST BE CAST AGAINST UNDISTURBED GROUND. DRAWING No. DRAWING TITLE 200437-C-00201 WATER RETICULATION LOCALITY, DRAWING INDEX & NOTES 5. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS 3. CONCRETE MUST NOT SPILL OVER SOCKET JOINTS OTHERWISE AGREED BY LOCAL W&W AGENCY. 200437-C-00202 WATER RETICULATION LAYOUT & DETAILS 4. VERTICAL THRUST BLOCKS MUST BE EMBEDDED AT A MINIMUM OF 250mm INTO UNDISTURBED GROUND. 6. FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT 5. CONCRETE MUST BE CURED 48 HOURS (MIN) PRIOR TO CHARGING MAIN. CLEANLY AND A BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE. 6. UNREINFORCED CONCRETE SHALL BE A MINIMUM OF N20. REINFORCED CONCRETE SHALL BE A MINIMUM OF N25. 7. BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED. 7. UNITYWATER SHALL CONFIRM BEARING CAPACITY PRIOR TO CONSTRUCTION OF THRUST BLOCK. SHOULD ACTUAL GROUND CONDITIONS DIFFER TO THOSE OF THE DESIGN, RE-DESIGN OF THRUST/ANCHOR BLOCKS MAY BE REQUIRED. 8. EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE. 9. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY. 10. PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. 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. 13. ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK INCLUDING CLEARING COMMENCING. SAFETY: 1. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION. SITE DATA TRENCHES: 1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL SHALL BE THE GREATER OF SEQ WH&S D&C CODE DRG RPD SEQ-WAT-1200-2. LOT 107 ON C 5604 2. ROAD CROSSINGS, VERGES AND PATHS TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH STD DRG PARISH: TEWANTIN SEQ-WAT-1200-2. COUNTY: WARD 3. PROVIDE 50mm THICK LAYER OF BEDDING SAND IF FLOWABLE FILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED AS EMBEDMENT. SITE AREA Last Plotted: 2020-12-18 4. 150mm MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300mm MINIMUM FOR TRAFFICABLE. 1012m2 TOTAL LOCAL AUTHORITY Last saved by: GRANT(2020-12-18) NOOSA SHIRE COUNCIL ZONE CLASSIFICATION MEDIUM DENSITY RESIDENTIAL North Point Scale Horiz. Datum Client Consultant Project Drawing LOCAL Drawn GM Drawing No. Rev No. MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD WATER RETICULATION 0 25 50 Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM LOCALITY & NOTES A1 1:1000 m AHD MULTIPLE DWELLINGS DEVELOPMENT Check LS 200437-C-00201 A A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed P1 PRELIMINARY 16.11.20 LS OPM 24963 COPYRIGHT © All rights reserved. Sheet Rev Revision Description Date Approved RL 125.924 This work is copyright and cannot be reproduced or copied in any form without the prior consent SUNSHINE COAST | BRISBANE | GOLD COAST www.arcosgroup.com.au | ABN 51 640 311 842 Date 17.12.20 L.SWANN RPEQ 21223 Status NOT FOR CONSTRUCTION Size A1
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