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9307-OPW RFI 1 Civil Plans
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
NAME
LEVEL
LINE
SETOUT
PIPE CLASS
DATUM RL
OF DRAIN
PIPE SIZE (mm)
CHAINAGE
PIPE GRADE (%)
STRUCTURE
STRUCTURE
PIPE SLOPE (1 in X)
DESCRIPTION
INVERT LEVEL
COORDINATES
H.G.L IN PIPE &
PIPE FLOW (m3/s)
DESIGN SURFACE
FULL PIPE VELOCITY (m/s)
DEPTH OF INVERT
PART FULL VELOCITY (m/s)
W.S.E IN STRUCTURE
PIPE CAPACITY (m3/s)
0.000 E 504926.345 4.963 4.077 STD FIELD INLET TYPE 2 F1/01
N 7078024.165 3.983 0.980 4.073 600 x 600 GRATE
-8.0
600 x 600 CHAMBER
3
0.69
0.14
300Ø
8.626m
0.068
0.010
0.50%
1 in 200
4.071
8.626 E 504919.491 4.900 3.939 0.961 4.073 STD FIELD INLET TYPE 2 F2/01
N 7078018.948 3.919 0.981 4.060 600 x 600 GRATE
600 x 600 CHAMBER
3
0.89
0.35
300Ø
0.068
0.024
01
0.50%
11.560m
1 in 200
4.052
20.186 E 504910.258 4.743 3.862 0.881 4.058 STD 1050mm MANHOLE MH3/01
N 7078025.905 3.842 0.901 4.006 DIVERSION MANHOLE - LOW FLOW TO TD/01
HIGH FLOW TO MH1/11
3
2.45
0.64
300Ø
3.708m
0.220
0.045
5.17%
1 in 19
3.742
MIN. 700mm DROP
23.894 E 504906.700 4.709 3.650 1.059 2.988 STD 1050mm MANHOLE MH1/11
N 7078026.946 2.850 1.859 2.984
TREATMENT CHAMBER
THROUGH WATER QUALITY
0.000 E 504910.172 4.743 3.443 STD 1050mm MANHOLE MH3/01
MH3/01B
N 7078025.882 3.443 1.300 3.443 DIVERSION MANHOLE - LOW FLOW TO TD/01
-9.0
HIGH FLOW TO MH1/11
3
0.00
0.00
225Ø
0.045
0.000
2.088m
1.00%
1 in 100
3.422
2.088 E 504908.179 4.742 3.422 1.320 3.072 TREATMENT DEVICE TD/01
N 7078025.260 3.072 1.670 3.072 USER DEFINED
JELLFISH PROPRIETARY FOR PROJECT
TREATMENT DEVICE
01B
USER DEFINED FOR PROJECT
1500DIA CHAMBER - JF-1500-1-1
3
0.00
0.00
225Ø
2.243m
0.045
0.000
1.00%
TREATMENT
1 in 100
3.050
4.331 E 504906.700 4.709 3.050 1.659 2.988 STD 1050mm MANHOLE MH1/11
WATER QUALITY
OFFLINE STORM-
N 7078026.946 2.850 1.859 2.984
0.000 E 504911.218 4.890 4.109 STD FIELD INLET TYPE 2 F1/02
N 7078007.207 4.033 0.857 4.106 600 x 600 GRATE
-8.0
600 x 600 CHAMBER
3
0.67
0.13
300Ø
0.068
0.009
0.50%
16.840m
1 in 200
4.041
16.840 E 504901.140 4.866 3.949 0.917 4.042 STD FIELD INLET TYPE 2 F2/02
N 7077993.717 3.929 0.937 4.034 600 x 600 GRATE
600 x 600 CHAMBER
3
0.82
0.26
300Ø
0.068
0.018
02
0.50%
15.748m
1 in 200
3.992
32.588 E 504888.628 4.525 3.850 0.675 3.996 STD FIELD INLET TYPE 2 F3/02
N 7078003.280 3.830 0.695 3.957 900 x 600 GRATE
900 x 600 CHAMBER
3
0.84
0.49
0.064
0.039
6.003m
EXISTING SURFACE
0.50%
PRECAST CONCRETE HEADWALL OUTLET
1 in 200
3.915
(2x)225Ø
DESIGN SURFACE
38.591 E 504884.913 3.949 3.800 0.149 3.915 PRECAST BIO-RETENTION
TOCONCRETE BASIN
HEADWALL HW4/02
N 7077998.565 3.800 0.149 3.915 OVER GEOFABRIC
WITH ROCK REFER SW.X.XXX FORSCOUR PAD
DETAILS
REFER TO DRAWING SW.2.01 FOR DETAILS
-17.763 E 504915.341 4.728 4.185 STD FIELD INLET TYPE 2 F1/03
N 7077960.491 4.110 0.618 4.177 900 x 600 GRATE
-8.0
900 x 600 CHAMBER
3
0.62
0.15
225Ø
6.947m
0.032
0.006
0.50%
1 in 200
4.138
-10.816 E 504919.044 4.797 4.075 0.722 4.128 STD FIELD INLET TYPE 2 F2/03
N 7077966.369 4.055 0.742 4.124 900 x 600 GRATE
900 x 600 CHAMBER
3
0.62
0.15
225Ø
0.032
0.006
0.51%
16.003m
1 in 198
4.117
5.187 E 504903.885 4.807 3.974 0.833 4.119 STD FIELD INLET TYPE 2 F3/03
N 7077971.112 3.954 0.853 4.093 900 x 600 GRATE
900 x 600 CHAMBER
3
0.94
0.43
300Ø
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