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Attachment 3 - Engineering Report · MCU23/0030
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GENERAL NOTES: SEWER RETICULATION NOTES WATER RETICULATION NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON 12. SURFACE LEVELS SHOWN ON LINES ARE INTERPOLATED FROM A SPOT 1. RETICULATION MAINS ARE TO BE LAID AT 1.50m OFF PROPERTY
EAST QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS. THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE LEVEL SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS ALIGNMENT UNLESS OTHERWISE DIRECTED BY COUNCIL ENGINEER.
RELEVANT SERVICE AUTHORITY PRIOR TO COMMENCEMENT OF INFORMATION MAY BE VARIED BY THE SUPERINTENDENT ON SITE. 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH SOUTH EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND
THE RELEVANT AUSTRALIAN STANDARDS. CONSTRUCTION TO DETERMINE THE LOCATION AND LEVEL OF ALL EXISTING CONTRACTOR TO ENSURE SEWER MANHOLES TO BE APPROX 50mm
SERVICE UTILITIES. THE CONTRACTOR SHALL BEAR THE COST OF ANY ABOVE FINISHED GROUND LEVEL IN ALLOTMENTS AND FLUSH IN ROAD STANDARDS.
3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL 3. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL
DAMAGE TO EXISTING SERVICES. RESERVES (UNO).
BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.
WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO 4. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR 13. ALL MANHOLES TO BE STANDARD 1050 DIAMETER U.N.O.
CONNECT INTO UNITYWATER SEWERAGE SYSTEM. 5. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: -
ROADWORKS, DRAINAGE WORKS, SEWER MAINS ETC. PRIOR TO
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A LICENSED SURVEYOR 14. ALL CONCRETE MANHOLES TO BE SEALED WITH 6.5mm THICK GREASY
CARRIED OUT BY UNITYWATER AT THE DEVELOPER'S COST. NOMINAL DIAMETER
TO THE REQUIREMENTS OF THE SHIRE ENGINEER. HEMP ON COMPLETION OF THE MAINTENANCE INSPECTION. LOCATION
5. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE ≤150 ≥200
"ACCEPTED PRODUCTS AND MATERIALS" LIST. 3. PRIOR TO ON & OFF MAINTENANCE INSPECTIONS THE CONTRACTOR SHALL 15. EXTERNAL FORMWORK IS TO BE USED FOR CAST INSITU MANHOLES. NON-ROADWAYS 600 1000
6. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 PVC) PROPERTY PROVIDE CCTV INSPECTION DATA IN ACCORDANCE WITH WSA PART 3 SEALED ROADWAYS 600 1000
CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN160 PE SECTION 22.7. 16. MANHOLE LIDS TO BE SLOPED TO SUIT THE DESIGN FINISHED SURFACE. MAJOR ROADWAYS/
750 1000
(OR DN150 PVC) PROPERTY CONNECTION SHALL BE PROVIDED. EMBANKMENTS
4. DETECTABLE MARKER TAPE SHALL BE PROVIDED EITHER ABOVE THE 17. MAXIMUM DEPTH OF HOUSE DRAIN INSPECTION OPENING - 1.5m. FREEWAYS 1200 1200
7. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN EMBEDMENT ZONE OR 1000 BELOW THE FSL, WHICHEVER IS CLOSER TO
IN THE DRAWINGS. THE FSL. 18. ALL ALLOTMENTS WITHOUT EXISTING HOUSE CONNECTIONS TO BE 6. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD
8. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A PROVIDED WITH HOUSE CONNECTIONS UNLESS NOTED OTHERWISE. DRAWINGS.
MINIMUM OF 500mm AND A MAXIMUM OF 750mm. 5. ALL LEVELS, CHAINAGES AND DISTANCES ARE IN METRES. 7. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE
19. LOCATION AND LEVEL OF EXISTING SEWER CONNECTION POINTS TO BE INSTALLED AT THE SERVICE POINT OF EACH LOT IN ACCORDANCE WITH
9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS
6. REFER SEQ-SEW-1200 SERIES FOR BEDDING AND BACKFILL CHECKED BY CONTRACTOR BEFORE WORK COMMENCES. THE STANDARD DRAWING FOR THE SEQ-SP.
NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
REQUIREMENTS. 8. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
20. NOT MORE THAN ONE DN160 SEWER OR NOT MORE THAN TWO DN110 SEQ-SP's ACCEPTED PRODUCTS AND MATERIALS LIST OR BE
WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION).
7. REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND PROPERTY CONNECTION SEWERS SHALL BE PERMITTED TO CONNECT TO APPROPRIATELY SHOWN, LISTED AND DEFINED IN THE ENGINEERING
TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH
DROPS AND FOR RIGSS COMPLAINT APPURTENANCES. THE MS RISER; EACH CONNECTION SHALL BE LOCATED AT A DIFFERENT SUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR MATERIAL CAN
CASES APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ
LEVEL. BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE SEQ-SP.
SERVICE PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT
8. PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY RIGSS (PVC). PN12 PVC-U 9. THRUST BLOCKS TO BE PROVIDED ON ALL BENDS, TEES AND DEAD
THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
TO BE USED WHERE SEWER MAIN IS GREATER THAN 3.0m IN DEPTH OR 21. PROPERTY CONNECTION SEWERS MAY BE CONNECTED TO THE SEWER ENDSAS PER STD DRG SEQ-WAT-1205-1, 1206-1 AND 1207-1.
10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE 10. PAVEMENT MARKERS TO BE IN STALLED AS PER STD DRG
WHERE LAID WITH REDUCED COVER. WITH AN APPROVED 45° SADDLE AND A 45° SHORT RADIUS BEND. THE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE. SEQ-WAT-1300-1 AND 1300-2.
MAXIMUM LENGTH OF THE PROPERTY CONNECTION SEWER SHALL BE 25m
11. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING 9. REFER SEQ-SEW-1104 AND SEQ-SEW-1105 FOR PROPERTY CONNECTION AND SHALL EXTEND A MINIMUM OF 0.5m AND MAXIMUM OF 0.75m INTO 11. DETECTABLE MARKER TAPE IS REQUIRED TO BE INSTALLED ON ALL
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS. TYPES. PROPERTY WATERMAINS.
12. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH PROCEDURES 12. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
SET OUT IN THE SEQ SEWER CODE. 10. DETAILS OF STANDARD DN150 LONG RADIUS PVC BENDS ARE SHOWN ON 22. MAINTENANCE SHAFTS OR TERMINAL ENTRY POINTS SHALL BE LOCATED 13. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH
STD DWG SEQ-SEW-1314-3. AT THE UPSTREAM END OF ANY SEWER WHERE THE DISTANCE TO A STANDARD DRAWING NO.SEQ-WAT-1410-1.
13. BENCH MARK AND LEVELS TO AHD. 14. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON
DOWNSTREAM MS IS GREATER THAN 40m. STOP ENDS SHALL BE
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING 11. PE SEWERS SHALL BE PE100 MIN SDR21 TO AS/NZS 4130. VC SEWERS PROVIDED AT THE UPSTREAM END OF ANY SEWER WHERE THE DISTANCE THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ
SEWERS SHALL BE PROVIDED BY UNITYWATER AT THE DEVELOPERS COST. SHALL BE CLASS 4 TO AS1741 OR CONFORM TO EN295-1. UPVC SEWERS TO A DOWNSTREAM MS IS LESS THAN 40m. THE STOP END SHALL REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT
SHALL BE SN8 TO AS1260, EXCEPT FOR DN100 WHICH SHALL BE SN10 TO COMPRISE A RUBBER RING SEAL SCREWED CAP FITTING WELDED INTO WILL NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
AS1260. DICL SEWERS SHALL BE CLASS PN35 TO AS2280 AND SEWER PIPELINE.
POLYETHELENE SLEEVED.
23. PROVIDE THE FOLLOWING MINIMUM HORIZONTAL SEPARATION FROM
SEWER RETICULATION:
ALL ENVIRONMENT PROTECTION MEASURES SHOULD BE IMPLEMENTED STORMWATER PIPES - 1.0m
PRIOR TO ANY CONSTRUCTION WORK, INCLUDING CLEARING, COMMENCING. WATER SUPPLY - 1.0m
24. CCTV INSPECTION REPORTS TO BE PROVIDED TO UNITYWATER PRIOR TO
APPLICATION OF CERTIFICATE OF COMPLETION.
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 14/02/23 CLIENT NAME REVISED EPW BWM
PROPOSED RESIDENCE SEWER AND WATER NOTES
E [email protected] ................ ................ at 50 NOOSA PARADE, NOOSA HEADS CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ ‐ 4665 for PETER PULJICH
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6398/23/S02 REVISION: A
NOT FOR CONSTRUCTION
FILENAME : C6398-23-S02.dwg - DATE : 14/2/23 - 9:07am A1 Sheet Size Design: BWM Drawn: BWM Date: FEB 2023 COUNCIL REFERENCE: SHEET: 2 of 2
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