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Response to RFI Sewer & Water Network Plans · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
WATER NOTES MINIMUM HORIZONTAL CLEARANCE, mm
MINIMUM VERTICAL1
UTILITY CONSTRUCTION NOTES
GENERAL NOTES NEW MAIN SIZE NB CLEARANCE
(EXISTING SERVICE) 1. INSTALL PIPEWORK PARALLEL TO PROPERTY BOUNDARIES.
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST (mm)
QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND STANDARDS. (SEQ
≤ 200 NB > 200 NB 2. MAIN, SERVICE AND METER SHALL BE INSTALLED BY THE
DEVELOPER.
WAT-1101-3 AND 1102-1) WATER MAINS ≤ 375mm 3003 600 150 3. WRAP FLANGES AND BOLTS WITH A PETROLATUM TAPE SYSTEM IN
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
WATER MAINS2 > 375 mm 600 600 300 ACCORDANCE WITH SEQ-WAT-1313.
THE RELEVANT AUSTRALIAN STANDARDS. 4. DEFLECTION DETAILS I.E. PIPE LENGTH AND OFFSET SHALL BE
5 5 4
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL. GRAVITY SEWERS ≤ 300mm 1000 /600 1000 /600 500
DETAILED ON DESIGN DRAWING.
4. CLEARANCE ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN GRAVITY SEWERS < 300mm 5
1000 /600 5
1000 /600 500 4
SEQ-WAT-1200.2.
5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS. GAS MAINS 3003 600 5004 DI & PVC PIPE
6. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT TELECOMMUNICATION CONDUITS 5. DUCTILE IRON FITTINGS MAY BE USED WITH DI & PVC PIPE.
3003 600 300 FITTINGS SHALL BE FBE COATED AND LINED. CEMENT LINED WITH A
THE SERVICE POINT OF EACH LOT IN ACCORDANCE WITH THE STANDARD DRAWING AND CABLES
FOR THE SEQ-SP. BITUMINOUS EXTERNAL COATING MAY BE USED WITH APPROVAL.
ELECTRICITY CONDUITS AND
7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP's ACCEPTED 500 1000 5004 AND 7 DO NOT USE PVC FITTINGS.
CABLES 6. PE SLEEVING, COLOURED FOR THE PRODUCT IS REQUIRED ON ALL
PRODUCTS AND MATERIALS LIST OR BE APPROPRIATELY SHOWN, LISTED AND 3
STORMWATER DRAINS ≤ 300mm 300 600 1504 DI PIPE AND FITTINGS APPLIED IN ACCORDANCE WITH AS3681. TWO
DEFINED IN THE ENGINEERING SUBMISSION SO THAT THE ALTERNATIVE PRODUCT
OR MATERIAL CAN BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE SEQ-SP. STORMWATER DRAINS > 300mm 3003 600 3004 THICKNESS REQUIRED BETWEEN FITTINGS AND THRUST BLOCK.
8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS. REINSTATE ANY DAMAGED SLEEVING AS PER MANUFACTURER'S
KERBS 150 6006 150 (WHERE POSSIBLE) SPECIFICATIONS.
9. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH STANDARD
DRAWING NO.SEQ-WAT-1410-1. ALL SERVICES AS PER SEQ WATER CODE CLAUSE 5.12.5.2. 7. USE PRE-TAPPED CONNECTORS ON DN100 TO DN300 NEW MAIN
10. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THESE INSTALLATIONS.
DRAWINGS MUST BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. 8. USE TAPPING BANDS FOR CONNECTIONS TO EXISTING MAINS.
WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CLEARANCE NOTES UNDER OTHER SERVICES, THE DESIGN SHALL NOMINATE
CONNECT TO THE RETICULATION SYSTEM. 1. VERTICAL CLEARANCES APPLY WHERE WATER MAINS AN APPROPRIATE TRENCHLESS CONSTRUCTION PVC PIPE Shane Rynne
I,............................................. of COVEY ASSOCIATES Pty. Ltd.
11. ALL WORKS ON EXISTING WATER MAINS TO BE CARRIED OUT BY UNITYWATER CROSS ONE ANOTHER AND OTHER UTILITY SERVICES, TECHNIQUE IN ACCORDANCE WITH CLAUSE 5.5 OR 9. USE PRE-TAPPED CONNECTORS, REFER NOTE 7.
OTHER WATER MAIN CONSTRUCTION AND PROTECTION 10. PVC PIPE SHALL NOTE BE IN CONTACT WITH THRUST BLOCK
PRIVATE WORKS AT THE DEVELOPER'S EXPENSE. EXCEPT IN THE CASE OF SEWERS WHERE A VERTICAL
TREATMENT (ie SCL MAIN WITH CONCRETE
18-03-2025
ON............................, CERTIFY that:
SEPARATION SHALL ALWAYS BE MAINTAINED, EVEN CONCRETE.
ENCASEMENT), EFFECTIVELY JOINT-FREE IN THE 11. MAXIMUM SIZE OF DRILLED HOLES FOR SERVICE CONNECTIONS IN
WATER MAIN NOTES WHEN THE MAIN AND SEWER ARE PARALLEL. THE MAIN
VICINITY OF OTHER SERVICES.
1. This design drawing has been assessed in accordance with
12. ALL WATER RETICULATION CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT SHOULD ALWAYS BE LOCATED ABOVE THE SEWER TO PVC PIPE TO BE 30% OF DN OR 50 (LOWER VALUE TO BE USED). requirements of the SEQ Code and Unitywater Standards;
SOUTH EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND MINIMISE THE POSSIBILITY OF BACKFLOW 5. WHERE A PARALLEL SEWER IS AT THE MINIMUM 12. PVC PIPE SHALL NOT BE BENT OR CURVED. 2. The construction of the works must only be undertaken in
STANDARDS. CONTAMINATION IN THE EVENT OF A MAIN BREAK. VERTICAL CLEARANCE LOWER THAN THE WATER MAIN accordance with this drawing; and
13. PRESSURE AND BACTERIOLOGICAL TESTING SHALL BE UNDERTAKEN ON ALL 2. WATER MAINS INCLUDES MAINS SUPPLYING DRINKING (500mm), MAINTAIN A MINIMUM HORIZONTAL CLEARANCE DI PIPE 3. No design Amendments are permitted either before or
WATER MAINS. WATER AND NON-DRINKING WATER. OF 1000mm. THIS MINIMUM HORIZONTAL CLEARANCE CAN 13. DIRECT TAPPING OF DICL PIPE IS PROHIBITED. during construction without the approval of Unitywater.
14. TESTING OF ALL WATER RETICULATION CONSTRUCTION TO BE IN ACCORDANCE BE PROGRESSIVELY REDUCED TO 600mm AS THE 14. ELECTRICALLY ISOLATE COPPER SERVICES FROM DI PIPE. 4. During construction, where required, Variation Notifications
3. CLEARANCES CAN BE FURTHER REDUCED TO 150mm FOR
WITH UNITYWATER REQUIREMENTS, AS PER SEQ CODE, SECTION 19 OF WSAA's VERTICAL CLEARANCE IS INCREASED TO 750mm. must be submitted in accordance with the A&C Manual.
DISTANCES UP TO 2m WHERE MAINS ARE TO BE LAID
WATER SUPPLY CODE OF AUSTRALIA AND ANY SEQ CODE AMENDMENTS. PAST INSTALLATIONS SUCH AS CONCRETE BASES FOR 6. CLEARANCE FROM KERBS SHALL BE MEASURED FROM PE PIPE
15. CONCRETE BULKHEADS TO BE INSTALLED TO ALL WATER MAINS LAID AT GREATER POLES, PITS AND SMALL STRUCTURES, PROVIDING THE THE NEAREST POINT OF THE KERB. FOR WATER MAINS 15. PE PIPE MAY BE COLD BENT TO A MXIMUM RADIUS AS PER POP202, ACR/MAJ
THAN 15% SLOPE. BULKHEADS TO BE CONSTRUCTED IN ACCORDANCE WITH SEQ STRUCTURE WILL NOT BE DESTABILISED IN THE ≤DN 375 CLEARANCES FROM KERBS CAN BE STAKES OR OTHER SOURCES OF POINT LOADS SHALL NOT BE 2020-112
SIGNED: .........................................................
CODE STANDARD DRAWINGS SEQ-WAT-1209-1 AND 1210-1. PROCESS. THE CLEARANCE FROM TIMBER POLES PROGRESSIVELY REDUCED UNTIL THE MINIMUM OF USED TO ASSIST IN BENDING THE PIPE.
16. WATER MAINS ARE TO BE CONSTRUCTED ON OPPOSING SIDES OF THE ROAD TO SHOULD BE AT LEAST 200mm AND PREFERABLY 300mm. 150mm IS REACHED FOR MAINS ≤DN 200. 16. MAKE ALLOWANCE DURING CONSTRUCTION FOR EXPANSION AND
SEWER UNLESS OTHERWISE NOTED. ALL WATER MAINS ARE TO BE ON A 1.5m 4. WATER MAINS INCL. WATER SERVICES AND FIRE 7. AN ADDITIONAL CLEARANCE FROM HIGH VOLTAGE CONTRACTION OF PE PIPE DUE TO TEMPERATURE CHANGES.
ALIGNMENT FROM PROPERTY BOUNDARIES IN ROAD RESERVES. HYDRANT OFFTAKES SHOULD ALWAYS CROSS OVER ELECTRICAL INSTALLATIONS SHOULD BE MAINTAINED 17. ELECTROFUSION AND BUTT WELDING TO BE IN ACCORDANCE WITH
17. FIRE HYDRANTS TO BE LOCATED AS INDICATED WITH 80m MAXIMUM BETWEEN SEWERS, STORMWATER GAS AND ELECTRICAL UNLESS ABOVE THE CONDUITS OR CABLES TO ALLOW FOR A WSA-01 (POLYETHYLENE CODE), BUTT WELDING IN TRENCHES IS
HYDRANTS. WRITTEN APPROVAL FROM AGENCY. FOR CASES WHERE PROTECTIVE BARRIER AND MARKING TO BE PROVIDED. NOT PERMITTED.
18. ALL Ø250, Ø150 & Ø100 WATER MAINS ARE TO BE CONSTRUCTED WITH PVC-O THERE IS NO ALTERNATIVE AND THE MAIN MUST CROSS 18. ALL MECHANICAL COUPLINGS TO BE SELF-RESTRAINING.
CLASS PN16 PIPES UNO. (CRUSHING STRENGTH OF PIPE TO BE SN10). 19. REFER SEQ-WAT-1409-1 FOR TYPICAL PE ARRANGEMENTS.
19. ALL FLANGES AND GIBAULTS TO BE HOT DIPPED GALV. NUTS, BOLTS AND WASHERS
SHALL BE S.S. GRADE 316. REFER TO SEQ-WAT-1313-1. MINIMUM PIPE COVER
20. ALL WATER SERVICE CONNECTIONS TO BE CONSTRUCTED IN ACCORDANCE WITH
UNITYWATER AMENDMENT TO WATER SUPPLY CODE OF AUSTRALIA (WSA03-2011 NEW MAIN SIZE NB
V3.1) AND STANDARD DRAWINGS SEQ-WAT-1108-1, 1108-2 AND 1108-3. ALL WATER LOCATION UNITYWATER - SCHEDULE OF LIVE WORKS
SERVICES TO BE P.E. ≤ 200 mm NB > 200 mm NB ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD
21. BEDDING TO BE INSTALLED IN ACCORDANCE WITH UNITYWATER AMENDMENT TO BE IMPLEMENTED PRIOR TO THE COMMENCEMENT OF TEE/
NON-TRAFFICABLE AREAS, DRIVEWAYS, VERGES/FOOTPATHS 600 1000 ITEM DESCRIPTION DIA. WATER VALVES
WATER SUPPLY CODE OF AUSTRALIA (WSA03-2011 V3.1) AND STANDARD DRAWING ANY CLEARING OR CONSTRUCTION WORK BENDS
SEQ-WAT-1200-2 AND 1201-1. BEDDING TYPE TO BE CONFIRMED ON SITE BY CARRIAGEWAY OF SEALED LOCAL ROADS 600 1000
ENGINEER UPON TRENCH EXCAVATION. CONNECTION # 1
CARRIAGEWAY OF UNSEALED ROADS 750 1000
22. BEDDING MATERIAL TO BE WASHED 3mm SAND UNLESS NOTED OTHERWISE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LAY NEW WATER MAIN TO 3m FROM CONNECTION
CARRIAGEWAYS OF MAJOR ROADS, EMBANKMENTS 750 1000 CONTRACTOR TO CONTACT THE RELEVANT
23. ALL BACKFILL TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY (STANDARD) FOR POINT A OR AS DIRECTED BY UNITYWATER. CONTRACTOR TO
COHESIVE SOILS AND TO A DENSITY INDEX OF 70% FOR NON-COHESIVE SOILS. INDUSTRIAL AND COMMERCIAL AREAS 750 1000 AUTHORITIES TO CONFIRM THE LOCATION OF 1(A) DN180 - -
PERFORM ALL TESTS REQUIRED, ON COMPLETION NOTIFY
24. MINIMUM COVER TO TOP OF WATER MAIN SHALL BE IN ACCORDANCE WITH ALL EXISTING SERVICES PRIOR TO THE UNITYWATER
CARRIAGEWAY OF MOTORWAYS/FREEWAYS 1200 1200 COMMENCEMENT OF EXCAVATION
UNITYWATER AMENDMENT TO WATER SUPPLY CODE OF AUSTRALIA (WSA03-2011 AFTER SUCCESSFUL ON MAINTENANCE, UNITYWATER IS TO
V3.1), TABLE 7.2. COMPLETE REMAINDER OF WORK INCLUDING: REMOVAL DUCKFOOT
25. ALL THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE WITH UNITYWATER 1(B) DN180 2 1
AMENDMENT TO WATER SUPPLY CODE OF AUSTRALIA (WSA03-2011 V3.1) AND
VEGETATION PROTECTION HYDRANT AND THRUST BLOCK. INSTALLING MAIN AND FITTINGS AS
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO NOTE: CONNECTION TO UNITYWATER PER CONNECTION DETAIL
STANDARD DRAWING SEQ-WAT-1205-1, 1206-1 AND 1207-1. (MUST BE INSTALLED ON
CONSTRUCTION, OR REPLACED IF DESTROYED. NETWORK INFRASTRUCTURE IS SUBJECT
ALL BENDS, TEES AND DEAD ENDS)
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES TO FURTHER APPLICATION
26. VALVES AND HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH UNITYWATER
SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND
AMENDMENT TO WATER SUPPLY CODE OF AUSTRALIA (WSA03-2011 V3.1) AND
ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED NOTE: THRUST BLOCKS ARE REQUIRED
STANDARD DRAWING SEQ-WAT-1301-1 AND 1302-1.
TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION. AT ALL CHANGES OF DIRECTION
UNITYWATER - SCHEDULE OF PIPEWORK & FITTINGS
27. VALVES AND HYDRANTS FOR FUTURE EXTENTION INSTALLATION SHALL BE
C. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THAN SEVERED. IF ROOTS ITEM QTY DESCRIPTION
INSTALLED IN ACCORDANCE WITH UNITYWATER AMENDMENT TO WATER SUPPLY
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE NOTE: ALL WORKS ON EXISTING WATER
CODE OF AUSTRALIA (WSA03-2011 V3.1) AND STANDARD DRAWING SEQ-WAT-1303-1. CONNECTION 1
FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVISE. MAINS TO BE CARRIED OUT BY
28. VALVE, HYDRANT & WATER MAIN ROAD CROSSING MARKERS TO BE INSTALLED IN
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED UNITYWATER AT DEVELOPER'S EXPENSE 1 3m DN180 PE100 PN16 WATER MAIN
ACCORDANCE WITH UNITYWATER AMENDMENT TO WATER SUPPLY CODE OF
ARBORIST.
AUSTRALIA (WSA03-2011 V3.1) AND STANDARD DRAWING SEQ-WAT-1300-1 AND 2 1 DN250x150 FLANGED OFF-TAKE CLAMP
1300-2. 3 1
SOIL DN150 FL-FL SLUICE VALVE
29. PROVIDE AND INSTALL BRASS KERB MARKERS AT ALL WATER, TELECOM AND
OTHER SERVICE ROAD CROSSINGS. A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. 4 1 DN150 11.25° PE100 BEND
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE
OTHER NOTES: STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
30. ALL DICL BENDS TO BE FLANGED JOINTS. CONTROLS AROUND STOCKPILES.
31. WHERE PE CROSSINGS ARE USED THRUST RESTRAINT TO BE PROVIDED IN
ACCORDANCE WITH SEQ-WAT-1211-1 CREEK CROSSINGS
32. FLANGED CONNECTIONS IN ACCORDANCE WITH SEQ-WAT-1313-1 A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY
33. WHERE PE CROSSINGS ARE USED PIPES MAY BE CURVED IN LIEU OF EXCAVATION WORK.
IMPLEMENTING BENDS IF CLEARANCE TO BURIED SERVICES CAN BE MAINTAINED. B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
MINIMUM RADIUS BENDS IN ACCORDANCE WITH PIPA GUIDELINE POP202 (TABLE FROM ENTERING THE CREEK.
REPRODUCED BELOW) C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.
34. CLEARANCE TO OTHER SERVICES IN ACCORDANCE WITH SEQ WATER CODE
CLAUSE 5.12.5.2 REHABILITATION
35. THE ALIGNMENT OF ALL PIPES SHALL BE DEFINED BY A MARKER TAPE PLACED AS A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE
SHOWN AT TOP OF EMBEDMENT. THE TAPE SHALL CONTAIN A CONTINUOUS METAL REINSTATED. Check all dimensions before commencement of work.
STRIP AND BE COLOURED AND PROVIDED WITH A DESCRIPTION OF THE WATER B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. Check Site boundary dimensions from the Title plans
PRODUCT WITHIN. Check Building Boundary clearances by set out.
36. WATER SERVICES AND CONDUITS SHALL COMPLY WITH SEQ WAT-1108-1, 1108-2 Notwithstanding the information supplied on this drawing,
AND 1108-3. the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C460
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK WATER RETICULATION NOTES DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C460 WATER RETICULATION
NOTES Issue : D
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C460 WATER RETICULATION NOTES.dwg Plot 1 July 2025 - 11:02 AM
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