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200437-C-Drawings
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33 TEWANTIN ROAD, COOROY, QLD, 4563 MULTIPLE DWELLINGS DEVELOPMENT OPERATIONAL WORKS - SEWER CONNECTION COUNCIL MCU PERMIT No. WARNING! BEWARE OF UNDERGROUND SERVICES NOTE: WATER & WASTE AUTHORITY TO CARRY OUT ALL LIVE POSITION OF EXISTING UNDERGROUND SERVICES MCU20/0074 CONNECTION WORKS AND WORKS ON EXISTING SEWER SHOWN IS APPROXIMATE ONLY. EXACT POSITION AND WATER INFRASTRUCTURE AT DEVELOPER EXPENSE. SHALL BE PROVEN ON SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION NOTES: LOCAL WASTE AUTHORITY GENERAL: MAINTENANCE HOLES: 1. WORKS MUST BE EXECUTED IN ACCORDANCE WITH THE CURRENT SEQ WATER SUPPLY AND SEWERAGE DESIGN & 1. ALL MAINTENANCE HOLES TO BE CAST IN-SITU USING SPECIAL CLASS CONCRETE (WSA PS-358) UNLESS OTHERWISE CONSTRUCTION CODE STANDARDS, SPECIFICATIONS AND THE LOCAL WATER AND WASTE (W&W) AGENCY AMENDMENTS. STATED. 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN 2. SPECIAL CLASS CONCRETE (WSA PS-358) TO BE: STANDARDS. - STRENGTH CLASS 40MPa 3. RESPONSIBILITY FOR DESIGN CERTIFICATION, ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT - AGGREGATE SIZE 20mm STANDARDS/CODES AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSI0NAL ENGINEER OF QUEENSLAND - SLUMP 75mm (RPEQ) WHOSE SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX ON EACH ORIGINAL - ONLY CALCAREOUS AGGREGATES TO BE USED. DRAWING. - CALCAREOUS AGGREGATES ARE AGGREGATES DEFINED AS HAVING AN ACID SOLUBILITY GREATER THAN 98% WHEN TESTED IN ACCORDANCE WITH AWWA B 100. 4. THE CONSTRUCTION OF THE SEWERAGE WORK MUST BE SUPERVISED BY AN ENGINEER WHO HAS RELEVANT RPEQ REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT 3. INTERNAL FORMWORK TO BE STRIPPED BEFORE EXTERNAL FORMWORK. INTO THE ASSET OWNERS SEWER SYSTEM. 4. CONCRETE TO CURE FOR TIME SPECIFIED BY DESIGN CONSULTANT PRIOR TO LOADING OF MAINTENANCE HOLE. 5. ALL WORKS ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY AN PROVIDER TRENCHES: 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" LIST. 1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL SHALL BE THE GREATER OF SEQ WS&S D&C CODE DRG SEQ-SEW-1200-2. 7. ONLY LOCAL W&W AGENCY PERSONNEL MUST OPERATE THE EXISTING SEWER NETWORK. AD 2. T2 ROAD CROSSINGS, VERGES AND PATHS TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH STD DRG SITE LOCATION 8. ALL NEW WORKS REQUIRE CCTV SURVEYS AND VACUUM TESTING PRIOR TO ACCEPTANCE. CCTV INSPECTIONS TO BE IN RO SEQ-SEW-1200-2 & SEQ-SEW-1205-1. WINCAN 8 FORMAT - ARRANGE WITH THE LOCAL W&W AGENCY AT CLIENTS COST. 3. PROVIDE 50mm THICK LAYER OF BEDDING SAND IF FLOWABLE FILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED N 9. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT. TI AS EMBEDMENT. AN CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915 4. 150mm MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300mm MINIMUM FOR TRAFFICABLE AREAS WITHIN THE VERGE. EET W T 10. SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BE CONFIRMED E PIPELINES: STREE TE N WITH RELEVANT AUTHORITIES AND ON SITE BY THE CONTRACTOR PRIOR TO RECOMMENCING WORKS. LA TR 11. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCE WITH WORKPLACE HEALTH AND 1. THE MINIMUM CLEARANCE TO EXISTING SERVICES IS TO BE IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND E SAFETY (WH&S) ACT 2011, THE WHO QUEENSLAND CODE OF PRACTICE AND LOCAL W&W AGENCY SWMS 10 AS A MINIMUM. SEWERAGE DESIGN & CONSTRUCTION CODE UNLESS OTHERWISE SHOWN. IN MIVA S V 12. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG 2. CONTRACTOR TO OBTAIN PRIOR APPROVAL OF ASSET OWNER'S AUDIT AND COMPLIANCE OFFICER FOR ANY MINOR LI F INFORMATION. EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESE DEVIATIONS REQUIRED TO AVOID EXISTING SERVICES. O R I SERVICES. DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR 3. VACUUM TESTING & CCTV TO BE CARRIED OUT IN ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN U CONFIRM THE LOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES. KA & CONSTRUCTION CODE 120131. 13. CONTRACTOR/LOCAL W&W AGENCY TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAIN THE ASSET OWNER'S AND OTHER AUTHORITIES' EXISTING SERVICES. 4. NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO SEQ STANDARDS. THE COLOURS OF MARKER TAPE MUST BE: SEWERAGE - CREAM 14. IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A LOCAL W&W AGENCY ASSET PHONE 1300 086 489 IMMEDIATELY. 5. PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE CONTRACT MANAGER AND THE ASSET OWNER'S AUDIT a COMPLIANCE OFFICER CERTIFYING THE FILL IS CONTROLLED 15. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FILL COMPACTED TO A DENSITY OF NO LESS THAN 95% OF ITS STANDARD MAXIMUM DRY DENSITY, IN ACCORDANCE WITH THE CURRENT SEQ SEWER CODE. AS1289.5.1.1. 16. RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED OTHERWISE. 6. ALL OPEN ENDS OF DISUSED SEWERS MUST BE EFFECTIVELY PLUGGED BY ASSET OWNER. IMAGE (NEARMAP) 17. REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION SUCH AS SIGNS, FENCES, ETC. 7. TUNNEL BORE OR DIRECTIONAL DRILL UNDER EXISTING STAMPED OR REINFORCED CONCRETE DRIVEWAYS WHERE THE LOCALITY PLAN 18. BENCH MARK AND LEVELS TO AHD. EXISTING SURFACE CANNOT BE MATCHED, AND UNDER SIGNIFICANT TREES AS ADVISED BY LOCAL COUNCIL. N.T.S 19. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 8. PIPE EMBEDMENT MATERIAL SHALL BE 5-7mm SINGLE SIZED MATERIAL THAT COMPLIES WITH THE PURCHASE SPECIFICATION FOR EMBEDMENT MATERIALS AS NOMINATED BY ASSET OWNER IN THE SEQ ACCEPTED PRODUCTS & ENVIRONMENTAL MANAGEMENT: MATERIALS LIST. 1. CONTACT LOCAL COUNCIL PRIOR TO CONSTRUCTION FOR APPROVAL TO REMOVE OR REPLACE EXISTING TREES. MAINTENANCE AND ACCESS: 2. ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROM DAMAGE AS DETERMINED BY THE 1. CLEAR, UNOBSTRUCTED, 24 HOUR ACCESS FROM THE STREET FRONTAGE IS TO BE MAINTAINED TO ANY SEWERAGE 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-00101.DWG LOCAL COUNCIL. MAINTENANCE HOLES AND PROPERTY CONNECTIONS. 3. NO TREE SHALL BE LOPPED OR REMOVED WITHOUT THE WRITTEN PERMISSION OF THE LOCAL COUNCIL. 2. THE CONTRACTOR SHALL COMPLETE MANHOLES 75mm ABOVE SURFACE LEVEL IN PRIVATE PROPERTY, AND FLUSH WITH 4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST. SURFACE IN FOOTPATHS, VERGE AND ROADWAYS. 5. PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS 3. PROPERTY CONNECTION MARKERS ARE TO BE INSTALLED (IN ACCORDANCE WITH STD DRG SEQ-SEW-1104-1) ON ALL OTHERWISE AGREED BY LOCAL W&W AGENCY. PROPERTY CONNECTIONS, EXCEPT WHERE THE PROPERTY CONNECTION IS PROVIDED FROM A MAINTENANCE HOLE OR SEWER RETICULATION DRAWING INDEX PRIVATE DRAINAGE IS CONNECTED TO THE PROPERTY CONNECTION AS PART OF THE WORKS. 6. FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT DRAWING No. DRAWING TITLE CLEANLY AND A BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE. 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 200437-C-00101 SEWER RETICULATION LOCALITY, DRAWING INDEX & NOTES 7. BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED. BEFORE PLANS ARE APPROVED AND RELEASED, ANY COSTS INCLUDING LEGAL, DESIGN, OR ADMINISTRATION INCURRED IN OBTAINING A COURT ORDER OR LEGAL ENTRY REQUIREMENTS FOR ENTRY ONTO PRIVATE PROPERTY TO CONSTRUCT 200437-C-00102 SEWER RETICULATION LAYOUT & DETAILS 8. EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE. THE SEWER WORKS, MUST BE MET BY THE APPLICANT. 9. TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY. 5. EXISTING AND PROPOSED SEWERS SHALL BE SUBJECT TO ANY RELEVANT 'BUILD OVER INFRASTRUCTURE' 10. PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. REQUIREMENTS. 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. 2. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL QUEENSLAND LEGISLATION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO ALLOW CONSTRUCTION OF THE SITE DATA 3. SEWER, INCLUDING EXCAVATION AND SAFE SHORING TO ALLOW FOR LIVE SEWER WORKS INCLUDING INSPECTION. WHERE SEWER DEPTHS EXCEED 1.5m SAFE TRENCH BENCHING PRACTICES ARE TO BE PERFORMED DURING RPD CONSTRUCTION. LOT 107 ON C 5604 PARISH: TEWANTIN COUNTY: WARD SITE AREA Last Plotted: 2020-12-18 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 SEWER RETCULATION 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-00101 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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