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22-0360 Civil Issue G
STRUCTURE No X/1 X/2 X/3 STRUCTURE No 1/1 2/1 3/1 4/1
LEGEND: SEWERAGE RETICULATION GENERAL NOTES
SG.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SEQ SEWERAGE
NATURAL SURFACE
JUNCTION LINE JUNCTION LINE DESIGN AND CONSTRUCTION (D&C) CODE SPECIFICATIONS AND STANDARD DRAWINGS.
PROPOSED SURFACE SG.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
PROPOSED SEWER PIPE
V D MS 600
V D MS 600
EX MH
EX MH
EX MH
EX MH
AUSTRALIAN STANDARDS.
1000
STRUCTURE TYPE STRUCTURE TYPE EXISTING SEWER PIPE SG.3. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY
J-1
J-1
V D P1
UNITYWATER AT THE DEVELOPER'S COST. ALLOTMENTS REQUIRING A PROPERTY CONNECTION
STRUCTURE LID CLASS FROM EXISTING SEWERS SHALL BE PROVIDED BY UNITYWATER AT THE DEVELOPERS COST.
DROP JUNCTION TYPE 0.03 0.04 SG.4. ALL PRODUCTS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE SEQ
SEWERAGE LONGITUDINAL NOTES: "ACCEPTED PRODUCTS AND MATERIALS" LIST.
SL.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING SG.5. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
C06. RELEVANT AUTHORITIES BEFORE COMMENCING WORKS
35.18 1.95
HC DEPTH SL.2. STRUCTURES : SG.6. ALIGNMENT:- UNLESS NOTED OTHERWISE, SEWERS AND MAINTENANCE STRUCTURES SHALL BE
MS MAINTENANCE SHAFT (POO PIT) LOCATED AS FOLLOWS:
HC INVERT LEVEL P1-P3 PRECAST MAINTENANCE HOLE 1.75m FROM FRONT AND REAR ALLOTMENT BOUNDARIES,
C CAST-IN-SITU MAINTENANCE HOLE 1.00m FROM SIDE ALLOTMENT BOUNDARIES
HC DISTANCE TO
3.99
LRB LONG RADIUS BEND SG.7. EACH ALLOTMENT SHALL BE SERVED BY A DN100 PVC (OR DN110 PE) PROPERTY CONNECTION.
D/S STRUCTURE TEE TEE JUNCTION FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN150 PVC (OR DN160 PE) PROPERTY
END CAPPED END CONNECTION SHALL BE PROVIDED.
Lot 1
HC TYPE FP FLUSHING POINT SG.8. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE
HC LOT No SRB SHORT RADIUS BEND DRAWINGS. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM
SL.3. PIPES : OF 500mm, MAXIMUM OF 750mm.
PN12 uPVC SERIES 12 R.R.J.
PROP MH IL 34.705
SG.9. PIPE BEDDING, EMBEDMENT, AND BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE
(2x)100 SWD IL 36.87
(2x)100 SWD IL 35.92
SN8 uPVC R.R.J.
SEQ SEWERAGE CODE. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN
PE PN16 PE 100 BUTT WELDED, CLASS SDR 11 PN16 - TYPE 3
LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
BEDDING
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED
SL.4. HOUSE CONNECTIONS / DROP TYPE (RIGGS):
IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT
A 150Ø STANDARD CONNECTION
AFTER EACH ALTERNATE LAYER. APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY
B 150Ø SLOPED CONNECTION
UNITYWATER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED
D 150Ø VERTICAL RISER
COMPACTION HAS BEEN ACHIEVED.
SZ POO PIT VERTICAL RISER CONNECTION
SG.10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 (5.0%) OR STEEPER, BULKHEADS AND TRENCHSTOPS
SV POO PIT AT BASE CONNECTION
CONSTRUCT MH OVER EXISTING
CONSTRUCT DN150 OUTLET IN EXISTING V DROP BENCHING - STRAIGHT THROUGH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
SEWER. CONNECTION BY UNITYWATER SG.11. WHERE SHOWN ON THE DRAWINGS, EXISTING SEWERS SHALL BE DISUSED/ABANDONED IN
MH (LEVELS TO BE CONFIRMED ON SITE) X DROP INTERNAL BACKDROP
AT DEVELOPERS EXPENSE ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWERAGE CODE.
W DROP OBLIQUE
PROVIDE TRENCH STOPS IN Y MH EXTERNAL BACKDROP SG.12. BENCH MARK AND LEVELS TO AHD.
ACCORDANCE WITH SEQ-SEW-1206-1 SL.5. LOCATIONS: SG.13. EXISTING DWELLINGS SERVED BY A SEPTIC SYSTEM, SHALL BE CONNECTED TO THE NEW SEWER
PP PRIVATE PROPERTY BY A LICENSED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY AND
VG VERGE REQUIREMENTS. THE SEPTIC SYSTEM, INCLUDING TRENCHES SHALL BE REMOVED AT THE
RD ROAD DEVELOPERS COST. ALL FIXTURES SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE.
SL.6. ALL RIGGS ROAD AND STORMWATER CROSSINGS SHALL BE SG.14. PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE ENTIRE LOT AT A GRADE OF 1
UPVC R.R.J. PN12 AS SHOWN (MINIMUM OF ONE LENGTH 6.00m). IN 60 (MINIMUM), AND A MAXIMUM DEPTH OF PROPERTY CONNECTION OF 1.50 m, UNLESS
SL.7. FOR COMPACTION REQUIREMENTS, CONSTRUCTION AND OTHERWISE STATED.
TESTING METHODOLOGY REFER TO SEQ WS&S D&C CODE - SG.15. ALL SEWERS SHALL BE INSPECTED BY CCTV IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
PART C FOR DETAILS. SG.16. ALL SEWER MAINS AND MAINTENANCE STRUCTURES SHALL BE VACUUM TESTED IN ACCORDANCE
SL.8. FOR BULKHEAD AND TRENCH STOP DETAILS REFER TO SEQ WITH THE SEQ SEWERAGE CODE.
WATER STANDARD DRAWING SEQ-SEW-1206-1
DATUM RL 26.0 DATUM RL 27.0 SL.9. LONG RADIUS BENDS ARE SETOUT TO IP's EXCEPT WHERE
STREET RD VG VG PP STREET VG VG PP SHOWN.
150 150 150 150 150 NAME OF ESTATE SEWER DISUSED JOB No. NUMBER OF MH, MS, HB & VB
TYPE EX. EX. TYPE PVC PVC PVC
JMML LOCATION DWG. No. DIA. TYPE LENGTH YEAR LAID
MH MH
MS HB VB OTHER
4.69 % 5.76 % 4.00 % 16.67 % 10.50 % SUB-DIVIDER/DEVELOPER IN-SITU PRECAST
GRADE
1:21 1:17
GRADE
1:25 1:6 1:10
DEVELOPMENTS PIVATE
C06 150mm PVC 23.3m
APPLICATION No. PROPERTY
JUNCTION JUNCTION
INVERT LEVEL INVERT LEVEL SP DELEGATE APPROVAL DATE
DRAWING No. C06/C07
2.07
2.82
1.35
1.70
2.31
2.23
1.76
1.73
1.85
1.81
1.60
DEPTH DEPTH
No. OF ALLOTMENTS 1
33.430
34.930
36.400
37.900
34.705
34.785
35.363
35.393
37.486
37.526
37.900
INVERT LEVEL INVERT LEVEL AREA (Ha) 0.06
100Ø
35.500
(35.500)
37.753
(37.753)
39.600
(39.600)
37.019
(37.019)
37.118
(37.955)
39.341
(39.341)
39.500
(39.500)
SURFACE LEVELS SURFACE LEVELS
LENGTH OF SEWER
FINISHED FINISHED 150Ø 30.57
(m)
(EXISTING) (EXISTING)
225Ø
E 510954.579
E 510925.279
E 510911.561
E 510929.870
E 510922.499
E 510914.526
E 510911.561
N 7079105.250
N 7079118.043
N 7079095.890
N 7079116.038
N 7079103.612
N 7079093.914
N 7079095.890
STRUCTURE STRUCTURE
SETOUT SETOUT
COORDINATES COORDINATES
SCHEDULE OF LIVE SEWER WORKS
DIA. STRUCTURE STRUCTURE COVER FINISH EXISTING SEWER DEPTH TO
No. DESCRIPTION LOT No.
SEWER No. TYPE TYPE ED SL SL IL INVERT
LENGTH 31.972 26.056 LENGTH 14.448 12.555 3.564
CONTRACTOR TO CONSTRUCT NEW STRUCTURE 1/1 OVER EXISTING SEWER
2A 150mm 1/1 MH D VERGE 37.02 37.02 34.705 2.31
0.000
0.000
31.972
58.028
14.448
27.003
30.567
AND BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE.
CHAINAGE CHAINAGE
2B CONTRACTOR TO CONSTRUCT NEW DN150 OUTLET IN EXISTING MH 150mm X/3 MH - No1 - 39.50 37.90 1.60
LINE EXISTING 150 LINE 1 2C CONTRACTOR TO CONSTRUCT LINE 1 & INSTALL HOUSE CONNECTIONS 150mm - - - - - - - -
UNITYWATER TO SEAL THE 150Ø INLET IN EXISTING STRUCTURE X/2 AND TO
5A ABANDON THIS SECTION AFTER SUCCESSFUL 'ON MAINTENANCE' 150mm X/2 MH - No5 - 37.75 37.75 2.32
INSPECTION.
LONGITUDINAL SECTIONS 5B CONTRACTOR TO REMOVE ABANDONED SEWER AND REINSTATE GROUND. 150mm
SCALE A1 - 1:1000(H) 1:100(V)
A3 - 1:2000(H) 1:200(V)
HOR. 10 0 10 20 30 40 50m 1:1000
VERT. 1 0 1 2 3 4 5m 1:100 Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
F M.T. 20/02/23 For Operational Works Approval
REVISION
G M.T. 22/06/23 For Operational Works Approval
at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
Dwg No.: C07 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] SEWERAGE RETICULATION LONG SECTIONS
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