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RFI - 22-0360 Civil Issue F
LEGEND:
STRUCTURE No STRUCTURE No
SEWERAGE RETICULATION GENERAL NOTES
X/1 X/2 X/3 1/1 2/1 3/1 4/1 NATURAL SURFACE SG.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SEQ SEWERAGE DESIGN
PROPOSED SURFACE AND CONSTRUCTION (D&C) CODE SPECIFICATIONS AND STANDARD DRAWINGS.
JUNCTION LINE JUNCTION LINE
PROPOSED SEWER PIPE SG.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
EXISTING SEWER PIPE AUSTRALIAN STANDARDS.
V D MS 600
V D MS 600
EX MH
EX MH
EX MH
EX MH
STRUCTURE TYPE STRUCTURE TYPE SG.3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THE SEWERAGE RETICULATION PLAN
1000
J-1
J-1
V D P1
SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWER WORKS NOT
STRUCTURE LID CLASS COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE UNITYWATER
DROP JUNCTION TYPE SEWERAGE LONGITUDINAL NOTES: SEWERAGE SYSTEM.
SL.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING SG.4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY
C06. UNITYWATER AT THE DEVELOPER'S COST. ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM
SL.2. STRUCTURES : EXISTING SEWERS SHALL BE PROVIDED BY UNITYWATER AT THE DEVELOPERS COST.
35.18 1.95
HC DEPTH MS MAINTENANCE SHAFT (POO PIT) SG.5. ALL PRODUCTS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE SEQ "ACCEPTED
P1-P3 PRECAST MAINTENANCE HOLE PRODUCTS AND MATERIALS" LIST.
HC INVERT LEVEL C CAST-IN-SITU MAINTENANCE HOLE SG.6. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT
LRB LONG RADIUS BEND AUTHORITIES BEFORE COMMENCING WORKS
HC DISTANCE TO SG.7. ALIGNMENT:- UNLESS NOTED OTHERWISE, SEWERS AND MAINTENANCE STRUCTURES SHALL BE
TEE TEE JUNCTION
3.99
D/S STRUCTURE LOCATED AS FOLLOWS:
END CAPPED END
FP FLUSHING POINT 1.50m FROM FRONT AND SIDE BOUNDARIES IN ALLOTMENTS
HC TYPE
Lot 1
SRB SHORT RADIUS BEND 2.50m FROM FRONT BOUNDARIES IN VERGE
HC LOT No SL.3. PIPES : SG.8. EACH ALLOTMENT SHALL BE SERVED BY A DN100 PVC (OR DN110 PE) PROPERTY CONNECTION. FOR
PN12 uPVC SERIES 12 R.R.J. ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN150 PVC (OR DN160 PE) PROPERTY CONNECTION
SN8 uPVC R.R.J. SHALL BE PROVIDED.
(2x)100 SWD IL 36.87
PE PN16 PE 100 BUTT WELDED, CLASS SDR 11 PN16 - TYPE 3 SG.9. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.
PROP MH IL 34.705
BEDDING PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 500mm,
(2x)100 SWD IL 35.92
SL.4. HOUSE CONNECTIONS / DROP TYPE (RIGGS): MAXIMUM OF 750mm.
A 150Ø STANDARD CONNECTION SG.10. PIPE BEDDING, EMBEDMENT, AND BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE SEQ
B 150Ø SLOPED CONNECTION SEWERAGE CODE. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT
D 150Ø VERTICAL RISER EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT
SZ POO PIT VERTICAL RISER CONNECTION LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S.
SV POO PIT AT BASE CONNECTION 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER.
CONSTRUCT DN150 OUTLET
IN EXISTING MH (LEVELS TO
V DROP BENCHING - STRAIGHT THROUGH APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY UNITYWATER UNLESS CERTIFICATES
CONSTRUCT MH OVER EXISTING
SEWER. CONNECTION BY UNITYWATER BE CONFIRMED ON SITE) X DROP INTERNAL BACKDROP ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
AT DEVELOPERS EXPENSE W DROP OBLIQUE SG.11. WHERE SEWERS HAVE A GRADE OF 1 IN 20 (5.0%) OR STEEPER, BULKHEADS AND TRENCHSTOPS SHALL
Y MH EXTERNAL BACKDROP BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
SL.5. LOCATIONS: SG.12. WHERE SHOWN ON THE DRAWINGS, EXISTING SEWERS SHALL BE DISUSED/ABANDONED IN
PP PRIVATE PROPERTY
PROVIDE TRENCH STOPS IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWERAGE CODE.
ACCORDANCE WITH SEQ-SEW-1206-1 VG VERGE
SG.13. BENCH MARK AND LEVELS TO AHD.
RD ROAD
SG.14. EXISTING DWELLINGS SERVED BY A SEPTIC SYSTEM, SHALL BE CONNECTED TO THE NEW SEWER BY A
SL.6. ALL RIGGS ROAD AND STORMWATER CROSSINGS SHALL BE
LICENSED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY AND REQUIREMENTS. THE
UPVC R.R.J. PN12 AS SHOWN (MINIMUM OF ONE LENGTH 6.00m).
SEPTIC SYSTEM, INCLUDING TRENCHES SHALL BE REMOVED AT THE DEVELOPERS COST. ALL FIXTURES
SL.7. FOR COMPACTION REQUIREMENTS, CONSTRUCTION AND
SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE.
TESTING METHODOLOGY REFER TO SEQ WS&S D&C CODE -
SG.15. PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE ENTIRE LOT AT A GRADE OF 1 IN 60
PART C FOR DETAILS.
SL.8. FOR BULKHEAD AND TRENCH STOP DETAILS REFER TO SEQ (MINIMUM), AND A MAXIMUM DEPTH OF PROPERTY CONNECTION OF 1.50 m, UNLESS OTHERWISE
WATER STANDARD DRAWING SEQ-SEW-1206-1 STATED.
SL.9. LONG RADIUS BENDS ARE SETOUT TO IP's EXCEPT WHERE SG.16. ALL SEWERS SHALL BE INSPECTED BY CCTV IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
DATUM RL 26.0 DATUM RL 27.0 SHOWN. SG.17. ALL SEWER MAINS AND MAINTENANCE STRUCTURES SHALL BE VACUUM TESTED IN ACCORDANCE WITH
THE SEQ SEWERAGE CODE.
STREET RD VG VG PP STREET VG VG PP
150 150 150 150 150
TYPE EX. EX. TYPE PVC PVC PVC
NAME OF ESTATE SEWER DISUSED JOB No. NUMBER OF MH, MS, HB & VB
4.69 % 5.76 % 4.00 % 16.67 % 10.50 %
GRADE
1:21 1:17
GRADE
1:25 1:6 1:10
JMML LOCATION DWG. No. DIA. TYPE LENGTH YEAR LAID
MH MH
MS HB VB OTHER
SUB-DIVIDER/DEVELOPER IN-SITU PRECAST
JUNCTION JUNCTION
DEVELOPMENTS PIVATE
C06 150mm PVC 23.3m
INVERT LEVEL INVERT LEVEL APPLICATION No. PROPERTY
SP DELEGATE APPROVAL DATE
2.07
2.82
1.35
1.70
2.31
2.23
1.76
1.73
1.85
1.81
1.60
DEPTH DEPTH
DRAWING No. C06/C07 SCHEDULE OF LIVE SEWER WORKS
DIA. STRUCTURE STRUCTURE COVER LOT FINISHED EXISTING SEWER DEPTH TO
33.430
34.930
36.400
37.900
34.705
34.785
35.363
35.393
37.486
37.526
37.900
No. OF ALLOTMENTS 1 No. DESCRIPTION
INVERT LEVEL INVERT LEVEL SEWER No. TYPE TYPE No. SL SL IL INVERT
AREA (Ha) 0.0602 CONTRACTOR TO CONSTRUCT NEW STRUCTURE 1/1 OVER EXISTING SEWER VER
SURFACE LEVELS SURFACE LEVELS 2A 150 1/1 MH D 37.02 37.02 34.705 2.31
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)
AND BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE. GE
FINISHED FINISHED 100Ø
(EXISTING) (EXISTING) LENGTH OF SEWER
150Ø 30.57 2B CONTRACTOR TO CONSTRUCT NEW DN150 OUTLET IN EXISTING MH 150 X/3 MH - No1 - 37.90 39.50 1.60
(m)
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 225Ø 2C CONTRACTOR TO LAY LINE 1 AND INSTALL HOUSE CONNECTIONS. 150
SETOUT SETOUT
COORDINATES COORDINATES 5A UNITYWATER TO SEAL THE 150Ø INLET IN EXISTING STRUCTURE X/2 150 X/2 MH No5 37.75 37.75 34.93 2.32
5B CONTRACTOR TO REMOVE ABANDONED SEWER AND REINSTATE GROUND. 150
LENGTH 31.972 26.056 LENGTH 14.448 12.555 3.564
0.000
0.000
31.972
58.028
14.448
27.003
30.567
CHAINAGE CHAINAGE
LINE EXISTING 150 LINE 1
LONGITUDINAL SECTIONS
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
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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