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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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GENERAL NOTES:
1. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, PLANT AND EQUIPMENT TO CONSTRUCT THE WORKS AS DOCUMENTED AND STRICTLY IN ACCORDANCE
WITH THE RELEVANT AUTHORITY STANDARDS, SPECIFICATIONS AND REQUIREMENTS.
2. THE EXISTING SERVICES THAT ARE SHOWN ON THE DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. NO RESPONSIBILITY IS TAKEN BY THE
SUPERINTENDENT OR THE PRINCIPAL FOR INFORMATION THAT HAS BEEN SUPPLIED BY OTHERS, OR ANY EXISTING SERVICES THAT MAY BE PRESENT NOT SHOWN ON
THE DRAWINGS. RPEQ WHO CERTIFIES AN ENGINEERING DESIGN MUST ENSURE THAT IT IS BASED UPON ON-SITE VERIFICATION (e.g POTHOLING) OF THE LOCATION,
DEPTH, TYPE AND SIZE OF EXISTING SERVICES THAT ARE CRITICAL TO THE DESIGN. THE CONTRACTOR SHALL VERIFY THE POSITION OF ANY UNDERGROUND
SERVICES WITHIN THE AREAS OF WORKS AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO. ANY ALTERATION WORKS TO SERVICES WILL BE
CARRIED OUT ONLY BY THE SERVICE OWNER AUTHORITY UNLESS APPROVED OTHERWISE.
3. ALL CONSTRUCTION ACTIVITIES UNDERTAKEN SHALL COMPLY WITH CURRENT WORKPLACE HEALTH AND SAFETY REQUIREMENTS AND LEGISLATION.
4. PRIOR TO COMMENCING WORK, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RELEVANT LOCAL AUTHORITY PERMITS.
6 7 5. THE CONTRACTOR SHALL NOT COMMENCE THE DEMOLITION OF ANY EXISTING BUILDINGS AND/OR STRUCTURES WITHOUT APPROVAL FROM THE SUPERINTENDENT.
1038m² 1079m²
6. THE CONTRACTOR SHALL APPLY INDUSTRY BEST PRACTICE SO WORKS SHALL NOT DISTURB OR AFFECT NEARBY RESIDENTS EITHER BY DUST, NOISE, FLOODING OR
DISCONNECTION OF SERVICES. CONTRACTOR TO ENSURE THAT ACCESS AND SERVICES TO EXISTING PROPERTIES ARE AVAILABLE AT ALL TIMES.
S150
5 7. THE CONTRACTOR SHALL VERIFY LEVELS OF EXISTING SERVICE CROSSINGS AND CONNECTION POINTS PRIOR TO COMMENCEMENT OF WORKS AND NOTIFY
824m²
SUPERINTENDENT OF ANY DISCREPANCIES BETWEEN ACTUAL AND PROPOSED DESIGN LEVELS.
BUTLER STREET
4
8. THESE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE APPROVED VEGETATION MANAGEMENT PLAN, WHERE APPLICABLE. WHEN IN DOUBT,
711m² ALL EXISTING TREES ARE TO REMAIN UNLESS DIRECTED OTHERWISE.
S150
9. HOLD POINT: ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND FIELD INLETS FOR STORMWATER DRAINAGE AND SEWERAGE HAVE BEEN POURED,
CONSTRUCTION SHALL ONLY RE-COMMENCE ONCE THE SUPERINTENDENT AND/OR ENGINEER HAVE INSPECTED THE WORKS.
10. THE CONTRACTOR SHALL NOTE DURING THE COURSE OF THE WORKS WHEN JOINT INSPECTIONS WITH THE AUTHORITY AND THE SUPERINTENDENT ARE REQUIRED.
1 2 3
THESE INCLUDE PRE-STARTS, SUBGRADES, PRE-SEALS, CLEARING, AND OTHER SUCH INSPECTIONS AS NOMINATED IN THE APPROVAL AND THE SPECIFICATIONS. THE
600m² 600m² 600m²
CONTRACTOR SHALL ENSURE NO WORKS PROCEED PAST THE INSPECTION POINT UNTIL THE JOINT INSPECTION HAS BEEN SUCCESSFULLY COMPLETED.
SEWER NOTES
1. ALL DESIGN OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY SEWERAGE CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND
REET GYMPIE STREET
SERVICE PROVIDERS EDITION VERSION 2.1 (SEPTEMBER 2021), PART 1: PLANNING AND DESIGN AND PART 3: DRAWINGS.
GYMPIE ST 2. ALL CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY SEWERAGE CODE OF AUSTRALIA, SOUTH EAST
QUEENSLAND SERVICE PROVIDERS EDITION VERSION 2.1 (SEPTEMBER 2021), PART 2: CONSTRUCTION AND PART 3: DRAWINGS.
3. ALL PRODUCTS AND MATERIALS USED IN CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE SOUTH EAST
QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE PRODUCTS AND MATERIAL LIST, AND THE MOST RECENT VERSION OF THE LIST IN EFFECT AT THE DATE OF
THE CONSTRUCTION PRE-START MEETING.
4. CONSTRUCTION WORKS SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
PERMITTED TO CONNECT INTO UNITYWATER'S SEWERAGE NETWORK.
NEARMAP 5. ALL LIVE WORKS ASSOCIATED WITH THE SEWERAGE NETWORK SHALL BE CARRIED OUT AT THE DEVELOPER'S COST, EITHER:
LOCALITY PLAN ENVIRONMENTAL CONDITIONS 6. BY THE CONSTRUCTOR, FOR ‘MINOR’ SEWERAGE CONNECTION WORKS, DEFINED IN THE A&C MANUAL UNDER SECTION PRE-START MEETING, UNDER THE
SEWER DRAWING INDEX SCALE: 1:1000
VEGETATION PROTECTION
INSPECTION OF THE CONSTRUCTION CERTIFIER WHO SHALL FOLLOW THE PLANNED NETWORK INTERVENTION PROCESS, OR
7. BY QUOTATION REQUEST TO UNITYWATER PRIVATE WORKS, FOR SEWERAGE CONNECTION WORKS NOT MEETING THE CRITERIA FOR CLASSIFICATION AS ‘MINOR’.
DWG NO. DRAWING TITLE A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IF
8. THE CONSTRUCTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET OWNERS AND AUTHORITIES BEFORE COMMENCING
DESTROYED.
C400 SEWER LOCALITY PLAN WORKS.
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH 1.8m
9. PRIOR TO COMMENCEMENT OF ANY VARIATION WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN APPROVAL FROM THE REGISTERED MAJOR CONNECTIONS
C401 SEWER LAYOUT PLAN BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO
CERTIFIER.
TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
C410 SEWER LONGITUDINAL SECTIONS C. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA
10. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.
SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE. 11. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE SUPERVISED BY AGENCY AT THE DEVELOPER'S COST.
NAME OF ESTATE TEWANTIN - 7 LOT SUBDIVISION D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST. 12. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND MATERIALS" LIST.
SOIL 13. EACH ALLOTMENT SHALL BE SERVED BY A Ø100 uPVC PROPERTY CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A Ø150 uPVC PROPERTY
SUBDIVIDER NOVATO GROUP PTY LTD A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
CONNECTION SHALL BE PROVIDED.
14. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. THIS MAY INVOLVE
APPLICATION No. - PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. 15. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 500mm AND A MAXIMUM OF 1000mm.
CREEK CROSSINGS 16. PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE REQUIRED SERVICE AREA OF EACH LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH OF THE
PROPERTY CONNECTION AT 1.5M UNLESS OTHERWISE STATED. FOR JUNCTION DETAILS REFER SEQ-SEW-1106-1 TO SEQ-SEW-1106-6.
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY EXCAVATION WORK.
17. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
APPROVAL DATE - B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S.1289 (MODIFIED COMPACTION). TESTING
C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK. SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY AGENCY UNLESS
DRAWING/PLAN No. C400 - C410 REHABILITATION CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REINSTATED. 18. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
No. OF ALLOTMENTS 7 B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. 19. SEWERS SHALL BE DISUSED IN ACCORDANCE WITH PROCEDURE SET OUT IN THE SEQ SEWER CODE.
AREA 0.59 ha ALL WATER AND SEWER CONSTRUCTION
20. BENCH MARK AND LEVELS TO AHD.
WORK UNDERTAKEN BY THE CONTRACTOR 21. CONSTRUCT EMBEDMENT AND TRENCHFILL TO SEQ-SEW-1200-2, 1201-1 TO 1205-1 (TYPE 4 SUPPORT UNLESS GEOTECHNICAL INVESTIGATIONS DEMONSTRATE THAT
LENGTH Ø100 17m SHALL COMPLY WITH ALL APPLICABLE TYPE 3 SUPPORT IS ADEQUATE. TYPE 4 SUPPORT TO BE USED WHERE MIGRATORY NATIVE SOILS (OR SAND OR FINE CLAY MATERIAL) ARE ENCOUNTERED
WORKPLACE HEALTH AND SAFETY ADJACENT TO THE EMBEDMENT ZONE AND SINGLE SIZE AGGREGATE IS USED) AND LOCAL COUNCIL STANDARDS FOR ROADWAYS, WHICHEVER IS MORE ONEROUS.
OF SEWER Ø150 109m LEGISLATION. 22. CONSTRUCT BULKHEADS AND TRENCH STOPS TO SEQ-SEW-1206-1 AND TRENCH DRAINS TO SEQ-SEW-1207-1
MAINS CONSULTANT: RECOR
23. CONSTRUCT MANHOLES TO SEQ-SEW-1302-1, 1303-1, 1304-1, 1305-1, 1306-1, 1307-1, 1308-1, 1313-1, 1314-1, 1314-2.
24. INSTALL MH/MS TYPE B COVERS TO SEQ-SEW-1308-5 TO 1308-7
CONTACT: EOIN WHITMORE
TELEPHONE: 1300 469 707 25. INSTALL MH/MS TYPE D COVERS TO SEQ-SEW-1308-8 TO 1308-11
26. CONSTRUCT PROPERTY CONNECTIONS TO SEQ-SEW-1104-1, 1104-3, 1105-1, 1106-1 TO 1106-6.
LIVE SEWER WORKS 27. INSTALL DETECTABLE MARKER TAPE ON ALL SEWER MAINS AND PROPERTY CONNECTIONS.
ALTERATION TO 28. CONCRETE FOR MH CONSTRUCTION SHALL BE SPECIAL CLASS TO WSA PS-358 WITH REQUIREMENTS FOR CALCEREOUS AGGREGATE.
EXISTING ASSET DEPTH EXISTING MH
DIA. MH/MS COVER LOT CONNECTION
No. DESCRIPTION ID AT F.S.L. E.S.L. TO
SEWER TYPE TYPE No. IL BENCHING
CONNECTION INVERT
REQUIRED (Y/N)
CONTRACTOR TO INSTALL A NEW MAINTENANCE SHAFT 1/1 BETWEEN Ø150
1 (A) EXISTING MANHOLES TO PROVIDE ACCESS TO THE ALIGNMENT OF THE uPVC EX 1/2 MS - LOT 6 2.745 2.569 -0.950 3.695 - ALL WATER AND SEWERAGE CONSTRUCTION SHALL COMPLY WITH THE
NEW SEWER WITHIN LOT 6 REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT I, A. Khuzaini Sani on X-X-2025, certify that:
SN 10
2011. CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETY FOR
Ø100 1. This design drawing has been assessed in accordance with
CONTRACTOR TO INSTALL A NEW MAINTENANCE SHAFT 1/2 BETWEEN INFORMATION. PHONE 1300 362 128
the requirements of the SEQ Code and Unitywater Standards;
2(A) EXISTING MANHOLES TO PROVIDE ACCESS TO HOUSE CONNECTION FROM uPVC EX 1/1 - EX 1/2 MS - LOT 6 2.905 2.586 1.206 4.111 - 2. The construction of the works must only be undertaken in
LOT 7 SN 10 LIVE WORKS NOTES: accordance with this drawing; and
1. ALL WORK ON EXISTING SEWER TO BE CARRIED OUT BY THE CONTRACTOR (IN 3. No design amendments are permitted either before or during
CONTRACTOR UNDER UNITY WATER SUPERVISION TO MAKE LIVE ACCORDANCE WITH AN APPROVED NETWORKS ACCESS PERMIT) UNDER AGENCY ALL ENVIRONMENTAL PROTECTION construction without the approval of Unitywater
1B
CONNECTION AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION SUPERVISION, AT THE DEVELOPERS EXPENSE. MEASURES SHALL BE IMPLEMENTED PRIOR
2. LIVE WORKS CANNOT COMMENCE UNTIL ALL RELEVANT TEST CERTIFICATES HAVE TO ANY CONSTRUCTION WORK Signed ACR/MAJ 2025-144
NOT FOR CONSTRUCTION BEEN PROVIDED AND ACCEPTED BY AGENCY. COMMENCING, INCLUDING CLEARING
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
12 GYMPIE STREET, TEWANTIN SEWER RETICULATION COVER SHEET, DRAWING INDEX
N
---- ---- ---- ---- ---- 31423 ---- AND LOCALITY PLAN
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
17.02.26
ISSUED FOR OPW APPROVAL
ISSUED FOR OPW APPROVAL CS EW NTS www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
A ---- ---- 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 C400 A
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