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22-0360 Civil Issue A
STRUCTURE No X/1 X/2 X/3 STRUCTURE No 1/1 2/1 3/1 4/1
LEGEND:
NATURAL SURFACE
JUNCTION LINE JUNCTION LINE PROPOSED SURFACE
PROPOSED SEWER PIPE
Y D MS 600
EX MH
EX MH
EX MH
1000
1000
STRUCTURE TYPE STRUCTURE TYPE EXISTING SEWER PIPE
LRB
J-1
R9
V D P1
V D P1
STRUCTURE LID CLASS
DROP JUNCTION TYPE
SEWERAGE LONGITUDINAL NOTES:
SL.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING
C06.
36.20 0.93
HC DEPTH SL.2. STRUCTURES :
MS MAINTENANCE SHAFT (POO PIT)
HC INVERT LEVEL P1-P3 PRECAST MAINTENANCE HOLE
C CAST-IN-SITU MAINTENANCE HOLE
HC DISTANCE TO
3.98
LRB LONG RADIUS BEND
D/S STRUCTURE TEE TEE JUNCTION
END CAPPED END
No.3
HC TYPE FP FLUSHING POINT
HC LOT No SRB SHORT RADIUS BEND
SL.3. PIPES :
PN12 uPVC SERIES 12 R.R.J.
PROP MH IL 34.705
SN8 uPVC R.R.J.
(2x)100 SWD IL 36.04
PE PN16 PE 100 BUTT WELDED, CLASS SDR 11 PN16 - TYPE 3
BEDDING
SL.4. HOUSE CONNECTIONS / DROP TYPE (RIGGS):
A 150Ø STANDARD CONNECTION
B 150Ø SLOPED CONNECTION
D 150Ø VERTICAL RISER
SZ POO PIT VERTICAL RISER CONNECTION
SV POO PIT AT BASE CONNECTION
CONSTRUCT MH OVER EXISTING CONSTRUCT MH OVER EXISTING V DROP BENCHING - STRAIGHT THROUGH
SEWER. CONNECTION BY UNITYWATER SEWER. CONNECTION BY UNITYWATER
AT DEVELOPERS EXPENSE AT DEVELOPERS EXPENSE
X DROP INTERNAL BACKDROP
W DROP OBLIQUE
Y MH EXTERNAL BACKDROP
SL.5. LOCATIONS:
PROVIDE TRENCH STOPS IN
ACCORDANCE WITH SEQ-SEW-1206-1 PP PRIVATE PROPERTY
VG VERGE
RD ROAD
SL.6. ALL RIGGS ROAD AND STORMWATER CROSSINGS SHALL BE
UPVC R.R.J. PN12 AS SHOWN (MINIMUM OF ONE LENGTH 6.00m).
SL.7. FOR COMPACTION REQUIREMENTS, CONSTRUCTION AND
TESTING METHODOLOGY REFER TO SEQ WS&S D&C CODE -
PART C FOR DETAILS.
SL.8. FOR BULKHEAD AND TRENCH STOP DETAILS REFER TO SEQ
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 FOOTPATH PP SHOWN.
150 150 150 150 150
TYPE EX. EX. TYPE PVC PVC PVC
4.69 % 5.76 % 8.50 % 8.50 % 4.32 %
GRADE GRADE
1:21 1:17 1:12 1:12 1:23
JUNCTION JUNCTION
INVERT LEVEL INVERT LEVEL
2.07
2.82
1.35
1.70
2.31
2.23
1.11
2.00
1.29
1.73
DEPTH DEPTH
33.430
34.930
36.400
37.900
34.705
34.785
36.013
36.842
37.550
37.720
INVERT LEVEL INVERT LEVEL
35.500
(35.500)
37.753
(37.753)
39.600
(39.600)
37.019
(37.019)
37.118
(37.955)
38.839
(39.004)
39.450
(39.223)
SURFACE LEVELS SURFACE LEVELS
FINISHED FINISHED
(EXISTING) (EXISTING)
E 510954.579
E 510925.279
E 510911.561
E 510929.870
E 510922.499
E 510916.308
E 510912.962
N 7079105.250
N 7079118.043
N 7079095.890
N 7079116.038
N 7079103.612
N 7079096.081
N 7079098.153
STRUCTURE STRUCTURE
SETOUT SETOUT
COORDINATES COORDINATES
LENGTH 31.972 26.056 LENGTH 14.448 9.749 3.936
0.000
0.000
31.972
58.028
14.448
24.197
28.133
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:
A M.T. 05/07/22 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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