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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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ASSET REGISTER - WATER RETICULATION GENERAL NOTES
ESTATE/STAGE TEWANTIN - 7 LOT SUBDIVISION 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST QUEENSLAND WATER SUPPLY CODE
SPECIFICATIONS AND STANDARDS.
SITE ADDRESS GYMPIE STREET, TEWANTIN
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
APPLICATION No. -
4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS PER SEQ CODE SECTION 7.4.2
5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS.
6. A WATER METER SUPPLIED AT THE DEVELOPERS'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF EACH LOT IN ACCORDANCE
WITH THE STANDARD DRAWING FOR THE UNITYWATER.
7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE URBAN UTILITES ACCEPTED PRODUCTS AND MATERIALS LIST OR BE
APPROVAL DATE - APPROPRIATELY SHOWN, LISTED AND DEFINED IN THE ENGINEERING SUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR MATERIAL
6 7 CAN BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE URBAN UTILITES.
1038m² 1079m² 8. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH STANDARD DRAWING No. SEQ-WAT-1410-1.
CLIENT NOVATO GROUP PTY LTD 9. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER WHO
HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO THE
5
824m²
DRAWING/PLAN No. C500 - C501 RETICULATION SYSTEM.
BUTLER STREET
MATERIAL LENGTH 10. MARKERS ARE REQUIRED FOR ALL HYDRANTS & VALVES IN ACCORDANCE WITH SEQ SPECIFICATIONS & STANDARDS.
DIAMETER
DESIGN CONST DESIGN CONST 11. DEAD ENDS OF WATER MAINS TO BE CONSTRUCTED IN ACCORDANCE WITH SEQ SPECIFICATIONS & DRAWINGS.
4
711m² 12. WHERE THERE IS A DIRECT LINE CLASH BETWEEN THE POWER SUPPLY PILLAR/STREET LIGHT AND FIRE HYDRANT THE FIRE HYDRANT
Ø100 u-PVC 90m
MAINS IS TO BE LOCATED 600mm OFF THE PROLONGATION OF ANY COMMON BOUNDARY, i.e. 600mm AWAY FROM THE POWER SUPPLY
Ø150 u-PVC -m PILLAR/STREET LIGHT.
MATERIAL LENGTH 13. THE CONTRACTOR SHALL DETERMINE ALLOWABLE BEARING CAPACITIES OF THE UNDISTURBED SIDE OF THE TRENCH. DIMENSIONS OF
DIAMETER THE THRUST BLOCK ARE TO BE IN ACCORDANCE WITH SEQ STANDARDS.
DESIGN CONST DESIGN CONST
1
600m²
2
600m²
3
600m²
SERVICES 14. WATER RETICULATION MAINS SHALL BE CONSTRUCTED WITH PE100 SDR11 PN16.
DN25 Ø100 PN9 -m 15. ALL CONNECTIONS TO EXISTING / LIVE WATER MAINS TO BE MADE BY CONTRACTOR UNDER URBAN UTILITES SUPERVISION AT
DEVELOPER'S EXPENSE. CONNECTION TO INCLUDE STOP VALVE AS DIRECTED BY SUPERINTENDENT.
DIAMETER NUMBER 16. WATER MAINS SHALL BE TESTED UNDER HYDRAULIC PRESSURE TO A PRESSURE TEST OF 1.2MPa.
17. ALL FASTENERS USED IN THE WORKS SHALL BE STAINLESS STEEL GRADE 316 TO EITHER AS1449 OF AS316 (AMERICAN IRON & STEEL
20Ø - INSTITUTE) OR UNS S31600.
METERS
REET GYMPIE STREET
18. CONTRACTOR TO LIAISE WITH RELEVANT AUTHORITIES FOR THE RELOCATION / PROTECTION OF EXISTING SERVICES. INCLUDING THE
GYMPIE ST 25Ø -
PROVISION FOR EXISTING POWER POLES TO BE HELD DURING TRENCH EXCAVATION, OBTAINING THE NECESSARY APPROVALS FROM
32Ø - ASSOCIATED AUTHORITIES AND APPLICATION FEES.
19. ALL TRENCH EMBEDMENT TO BE 'TYPE C SUPPORT' AS PER SEQ-WAT-1201-1.
20. PE SERVICES SHALL HAVE APPROVED DETECTABLE MARKER TAP LAID ON TOP OF THE BEDDING, EXTENDING FROM THE WATER MAIN
ALL ENVIRONMENTAL PROTECTION ALL WATER AND SEWERAGE CONSTRUCTION TO THE METER.
MEASURES SHALL BE IMPLEMENTED PRIOR SHALL COMPLY WITH THE REQUIREMENTS OF THE
TO ANY CONSTRUCTION WORK QUEENSLAND WORK HEALTH AND SAFETY ACT
COMMENCING, INCLUDING CLEARING 2011. CONTACT THE DIVISION OF WORKPLACE ENVIRONMENTAL CONDITIONS
NEARMAP HEALTH AND SAFETY FOR INFORMATION. PHONE
LOCALITY PLAN CONSULTANT: RECOR 1300 362 128 VEGETATION PROTECTION
CONTACT: EOIN WHITMORE A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IF
SCALE: 1:1000 TELEPHONE: 1300 469 707 DN125 EF TAPPING SADDLES DESTROYED.
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH 1.8m
LIVE WORKS NOTES: BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED
WATER RETICULATION DRAWING INDEX 1. ALL WORK ON EXISTING WATER TO BE CARRIED OUT BY THE CONTRACTOR EF TRANSITION COUPLERS TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
(IN ACCORDANCE WITH AN APPROVED NETWORKS ACCESS PERMIT) UNDER
EXISTING DN125 PE MAIN
DWG NO. DRAWING TITLE UNITYWATER SUPERVISION, AT THE DEVELOPERS EXPENSE. C. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGED
2. LIVE WORKS CANNOT COMMENCE UNTIL ALL RELEVANT TEST CERTIFICATES AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER
C500 WATER RETICULATION COVER SHEET DN25 PE100 WATER SERVICE TO METER ADVICE.
HAVE BEEN PROVIDED AND ACCEPTED BY UNITYWATER
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
C501 WATER RETICULATION LAYOUT SOIL
DN25 PE100 WATER SERVICE TO METER
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. THIS MAY INVOLVE
PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
LIVE CONNECTION CREEK CROSSINGS
EF TRANSITION COUPLERS A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY EXCAVATION WORK.
CONNECTION 1
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
STREET GYMPIE STREET UNITY WATER C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.
LOCATION OPPOSITE LOT 3 EXTENT BALL VALVES WITH THREAD REHABILITATION
LENGTH - TYPE OF MAIN uPVC 100 LIVE CONNECTION 3 AND 4 DETAIL A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REINSTATED.
B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
DATE DATE (REFER TO SEQ-WAT-1108-2)
COMMENCED COMPLETED SCALE: NTS
SIGNATURE
WATER NOTES
EXISTING Ø100 uPVC WATER MAIN EXISTING Ø200 uPVC WATER MAIN
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT WSAA WATER SUPPLY CODE OF
LIVE CONNECTION SP-SP-FL TEE SP-SP-FL TEE
AUSTRALIA SPECIFICATIONS AND STANDARD - SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION.
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
CONNECTION 2 THRUST BLOCK FL-FL SLUICE VALVE THRUST BLOCK FL-FL SLUICE VALVE STANDARDS.
FOR uPVC PIPE FOR uPVC PIPE 3. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED BY AN
STREET BUTLER STREET HYDRANT TEE WITH HYDRANT (SEE SEQ-WAT-1205-1) HYDRANT TEE WITH HYDRANT
(SEE SEQ-WAT-1205-1) ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
LOCATION ADJACENT DRIVEWAY BUTLER STREET (WHERE REQUIRED) (WHERE REQUIRED) PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
LENGTH TYPE OF MAIN 4. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP'S ACCEPTED PRODUCTS AND MATERIALS
- uPVC 200
LIST OR BE APPROPRIATELY SHOWN, LISTED AND DEFINED IN THE ENGINEERING SUBMISSION SO THAT THE
DATE DATE
UNITY WATER
UNITY WATER
ALTERNATIVE PRODUCT OR MATERIAL CAN BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE SEQ-SP.
COMMENCED COMPLETED 5. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
EXTENT
EXTENT
6. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN SEQ-WAT-1200-2.
SIGNATURE 7. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS.
8. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF EACH LOT
LIVE CONNECTION Ø100 uPVC WATER Ø100 uPVC WATER
IN ACCORDANCE WITH THE STANDARD DRAWING FOR THE SEQ-SP.
9. HYDRANTS TO BE INSTALLED AT THE END OF ALL NEW MAINS WHERE REQUIRED FOR TESTING AND
CONNECTION 3 AND 4 MAIN MAIN COMMISSIONING PURPOSES.
STREET GYMPIE STREET FL-SOC DI CONNECTOR FL-SOC DI
MECHANICAL MECHANICAL CONNECTOR I, A. Khuzaini Sani certify that:
LOCATION OPPOSITE LOT 1
COUPLING COUPLING
LENGTH - TYPE OF MAIN uPVC 100 1. This design drawing has been assessed in accordance with
the requirements of the SEQ Code and Unitywater Standards;
DATE DATE
2. The construction of the works must only be undertaken in
COMMENCED COMPLETED
accordance with this drawing; and
SIGNATURE LIVE CONNECTION 1 DETAIL LIVE CONNECTION 2 DETAIL 3. No design amendments are permitted either before or during
construction without the approval of Unitywater
(REFER TO SEQ-WAT-1105-1) (REFER TO SEQ-WAT-1105-1)
SCALE: NTS SCALE: NTS Signed ACR/MAJ 2025-144
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
12 GYMPIE STREET, TEWANTIN WATER RETICULATION COVER SHEET, DRAWING INDEX
N
---- ---- ---- ---- ---- 31423 23.02.26 AND LOCALITY PLAN
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 23.02.26 REISSUED FOR OPW APPROVAL CS EW NTS www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
A 11.11.25 ISSUED FOR OPW APPROVAL IJ AY COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0198-25-001 - 01 C500 B
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