Council archive · source document
Complied Approved Plans - MCU24 0125, OPW24 0158 & RAL24 0021(As Published) · MCU24/0125
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 48, section 1. The text section number identifies this passage in the reader.
MH3/4
FI1/1
FI2/3
FI1/2
FI2/2
DT3/2
FI1/3
FI2/3
FI3/3
FI4/3
FI5/3
FI6/3
DT7/3
DT1/4
FI2/4
EX4/4
EX5/4
STRUCTURE
NAME
OVER EXISTING PIPE
1050mm DIA MANHOLE
DETENTION TANK
EXISTING GULLY PIT
EXISTING GULLY PIT
FIELD INLET 900 x 600
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
OVER 1050mm DIA. MANHOLE
DETENTION TANK
DETENTION TANK
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 900 FIELD INLET
900 x 600 FIELD INLET
STRUCTURE
DESCRIPTION
NATURAL SURFACE
150 DIA. SEWER PC IL5.17 CLR 0.28
DESIGN SURFACE
1% AEP 2100
HGL
150 DIA. SEWER IL5.11 CLR 0.30
PIPE SIZE (mm) 300Ø 300Ø 300Ø 450Ø 450Ø 450Ø 450Ø 450Ø 525Ø 450Ø 450Ø EX 300Ø EX 300Ø
PIPE CLASS 2 2 2 2 2 2 2 2 2 2 2 PVC PVC
PIPE GRADE (%) 3.24% 1.00% 1.00% 0.51% 0.50% 7.13% 3.63% 10.00% 0.51% B 0.47% 0.50% 6.61% 3.93%
PIPE SLOPE (1 in X) 1 in 31 1 in 100 1 in 100 1 in 196 1 in 200 1 in 14 1 in 28 1 in 10 1 in 197 1 in 211 1 in 200 1 in 15 1 in 25
FULL PIPE VELOCITY (m/s) 2.46 1.37 1.37 1.28 1.27 4.79 3.42 5.67 1.41 1.23 1.27 4.58 3.53
PART FULL VELOCITY (m/s) 1.69 1.07 1.38 1.38 1.56 4.68 3.63 5.31 2.12 1.85 1.85 5.18 4.31
DATUM RL -1.0 -6.0 -5.0 -8.0
10.742
10.708
10.703
10.514
10.942
10.754
10.703
10.514
10.428
5.556
5.530
5.505
5.421
5.320
9.874
8.002
7.454
6.368
5.819
5.839
5.360
5.320
5.489
5.266
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW
0.022 0.019 0.050 0.142 0.249 0.349 0.349 0.350 0.459 0.295
(Cumecs)
PIPE CAPACITY
0.174 0.097 0.097 0.204 0.202 0.761 0.543 0.902 0.306 0.196 0.201 0.323 0.249
AT GRADE (Cumecs)
1.251
0.954
1.129
0.929
0.982
1.002
1.027
1.027
1.016
1.109
1.129
1.215
1.500
1.031
1.641
1.230
2.000
0.916
1.715
1.757
1.757
1.846
0.989
1.009
0.930
0.950
0.925
0.935
0.689
0.689
DEPTH TO INVERT
10.350
10.050
10.000
9.875
5.425
5.268
5.248
5.164
5.164
9.895
9.875
9.755
9.470
7.660
7.050
6.185
5.415
5.138
4.338
4.320
4.320
4.320
4.221
4.201
4.180
4.160
3.365
3.355
2.296
2.296
INVERT LEVEL
OF DRAIN
11.601
11.004
11.016
11.004
10.970
6.354
6.250
6.191
8.691
7.415
6.053
6.077
6.166
5.210
5.110
4.290
2.985
DESIGN SURFACE
LEVEL
N 7079564.949
N 7079565.293
N 7079545.631
N 7079560.217
N 7079568.410
N 7079544.861
N 7079565.293
N 7079588.862
N 7079589.781
N 7079590.549
N 7079587.782
N 7079584.282
N 7079573.831
N 7079574.712
N 7079573.722
N 7079574.469
N 7079575.622
E 505074.962
E 505084.217
E 505136.989
E 505134.252
E 505132.715
E 505086.949
E 505084.217
E 505079.780
E 505105.157
E 505128.985
E 505129.126
E 505129.736
E 505132.564
E 505153.406
E 505157.496
E 505169.492
E 505196.398
NOOSA COUNCIL
SETOUT APPROVED PLAN
COORDINATES MCU24//0125, OPW24/0158
& RAL24/0021
100.161
15.741
24.076
20.614
44.601
69.994
93.834
96.608
20.879
25.087
37.106
64.037
0.000
9.265
0.000
0.000
0.000
4 SEP 2025
CHAINAGE 9.265 15.741 8.336 20.614 23.986 25.394 23.840 2.774 3.553 20.879 4.208 12.019 26.931
0 20 40 60m 0 2 4 6m
LINE 1 2 3 4 HORIZ: VERT:
Scale 1:1000 @A1 Scale 1:100 @A1
Scale 1:2000 @A3 Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
M.K.P. D.R.
This drawing is subject to
copyright in accordance with DEVTEX NOMINEES 73-77 EUMUNDI-NOOSA ROAD STORMWATER DRAINAGE AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's PTY LTD M.K.P. D.R. NOOSAVILLE, QLD 4566 LONGITUDINAL SECTIONS (1% See the original
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