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Attachment 1 - Civil Drawings - OPW20-0092 · OPW20/0092
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
MH7/5
E1/1
FI3/5
E1/2
FI2/3
FI5/5
E1/4
FI2/3
FI1/5
FI3/5
FI4/5
FI5/5
G6/5
E1/6
F3/3
F3/3
F2/5
F2/5
TG1/3
STRUCTURE
NAME
ACO TRENCH GRATED DRAIN
END CAP
END CAP
END CAP
END CAP
TEE FITTING
300mm WIDE CLASS A (PEDESTRIAN)
TEE FITTING
TEE FITTING
TEE FITTING
450 x 450 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
450 x 450 FIELD INLET
450 x 450 FIELD INLET
600 x 600 FIELD INLET
GULLY PIT - 2.4m LINTEL
OVER EXISTING STORMWATER PIPE
CONSTRUCT 1050mm DIA MANHOLE
STRUCTURE
DESCRIPTION
150 DIA. WATER IL.9.20
30 DIA. COMMS IL.9.46
50 DIA. COMMS IL.9.39
EXISTING 300Ø RCP IL.8.81
150 DIA. SEWER IL8.74
PIPE SIZE (mm) 150Ø 150Ø 150Ø 225Ø 225Ø 225Ø 225Ø 225Ø 225Ø 225Ø 225Ø 300Ø 225Ø
PIPE CLASS PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC 4 4 uPVC
PIPE GRADE (%) 2.42% 3.33% 0.85% 7.29% 7.29% 2.92% 13.53% 13.46% 13.68% 2.00% 0.70% 0.50% 3.22%
PIPE SLOPE (1 in X) 1 in 41 1 in 30 1 in 117 1 in 14 1 in 14 1 in 34 1 in 7 1 in 7 1 in 7 1 in 50 1 in 143 1 in 200 1 in 31
FULL PIPE VELOCITY (m/s) 1.34 1.57 0.80 3.05 3.05 1.93 4.16 4.14 4.18 1.60 0.95 0.97 2.46
PART FULL VELOCITY (m/s) 1.02 0.91 0.70 1.99 2.07 1.24 2.62 3.00 3.19 1.58 1.24 1.10 1.31
SEWER
EX WATER
DATUM RL -1.0 -2.0 -3.0 -1.0 -1.0 1.0
EX
9.544
9.348
9.672
9.666
9.544
9.348
9.179
9.146
9.130
12.011
12.011
11.997
10.044
10.012
10.010
10.270
10.249
10.199
10.194
10.012
10.010
10.592
10.198
10.194
14.155
14.099
13.602
13.593
12.011
11.997
13.600
13.602
13.593
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW 0.004 0.002 0.004 0.013 0.015 0.008 0.016 0.025 0.031 0.031 0.049 0.063 0.009
(Cumecs)
PIPE CAPACITY 0.024 0.028 0.014 0.121 0.121 0.077 0.165 0.165 0.166 0.064 0.038 0.068 0.174
AT GRADE (Cumecs)
0.628
0.580
0.600
0.802
0.778
0.853
0.336
0.530
0.600
0.852
0.853
0.791
1.675
1.990
0.580
0.600
0.825
0.894
0.894
0.580
0.600
0.560
0.600
0.600
0.980
0.416
0.650
0.740
0.740
0.937
0.894
0.894
DEPTH TO INVERT
11.890
11.870
11.850
10.004
10.190
10.170
10.100
10.520
10.120
10.100
13.995
13.461
13.461
11.870
11.850
13.480
13.461
13.461
9.984
9.909
9.909
9.909
9.309
8.425
9.560
9.520
9.500
9.120
9.085
8.851
8.830
8.830
INVERT LEVEL
OF DRAIN
12.518
12.450
10.806
10.762
10.526
10.700
10.762
10.100
12.510
10.700
14.820
14.355
12.450
10.120
10.100
14.417
14.355
9.501
9.570
DESIGN SURFACE
LEVEL
E 2148.506
N 1052.368
E 2148.439
N 1053.190
E 2166.104
N 1046.472
E 2166.702
N 1046.520
E 2168.034
N 1041.859
E 2166.902
N 1043.910
E 2166.702
N 1046.520
E 2166.108
N 1054.733
E 2162.081
N 1031.103
E 2166.902
N 1043.910
E 2132.729
N 1051.814
E 2136.662
N 1052.159
E 2148.439
N 1053.190
E 2165.112
N 1054.646
E 2166.108
N 1054.733
E 2171.026
N 1053.806
E 2174.587
N 1056.022
E 2136.711
N 1051.561
E 2136.662
N 1052.159
SETOUT
COORDINATES
0 20 40 60m
HORIZ:
0.000
0.825
0.000
0.600
0.000
2.343
4.961
0.000
0.000
3.948
0.000
0.600
13.195
13.685
15.770
32.506
33.506
38.511
42.705
Scale 1:1000 @A1
CHAINAGE 0.825 0.600 2.343 2.618 8.234 13.685 3.948 11.822 16.736 1.000 5.005 4.194 0.600
Scale 1:2000 @A3
0 2 4 6m
VERT:
LINE 1 2 3 4 5 6 Scale 1:100 @A1
Scale 1:200 @A3
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