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Civil Plans_19660_20260213_OPW_[A-B]
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
4A-A
1-C
1-A
2-A
3-A
4-A
5-A
6-A
7-A
8-A
9-A
1-B
5-A
STRUCTURE NO
RAISED 'SURCHARGE PIT GRATE'
RAISED 'SURCHARGE PIT GRATE'
RAISED 'SURCHARGE PIT GRATE'
RAISED 'SURCHARGE PIT GRATE'
ANTIPOND KERB INLET (SAG)
BIO LOW FLOW DIVERSION
NSC KERB INLET TYPE A
NSC KERB INLET TYPE A
BIO HIGH FLOW BYPASS
STRUCTURE TYPE
PC HEADWALL
PC HEADWALL
600 x 600 PIT
600 x 600 PIT
600 x 600 PIT
900 x 900 PIT
Ø1200 MH
Ø1050 MH
Ø1200 MH
Ø1050 MH
N 7084057.450
N 7084058.066
N 7084050.755
N 7084030.585
N 7084019.092
N 7084016.518
N 7083987.434
N 7083953.125
N 7083944.427
N 7084030.813
N 7084026.771
N 7084020.198
N 7084019.092
E 485059.911
E 485053.264
E 485052.123
E 485049.111
E 485047.394
E 485050.286
E 485044.555
E 485040.140
E 485039.976
E 485049.008
E 485040.038
E 485040.350
E 485047.394
STRUCTURE SETOUT
EXISTING SURFACE
DESIGN SURFACE CAST IN-SITU MANHOLE
REFER IPWEA STD
BLADE WALL
150mm HIGH
DRG DS-010
500 MIN LAP
REFER STRUCTURE DETAIL FOR
N12 N12
BIORETENTION DIVERSION BLADE WALL
EASTING & NORTHING = CENTRE OF PIT
DESIGN LEVEL = LIP OF KERB AT PIT CENTRE
ROADWAY GULLY UNIT N12-150
LIP IN LINE
SECTION A
SCALE 1:20 -
CENTRE OF STRUCTURE
FIELD INLET MH ONLY
CENTRE-TOP OF HEADWALL.
Q2 HGL
3-A
HEADWALL
SETOUT DETAILS
FLOW
Ø375
EX WATER SERVICE CROSSING
EX WATER SERVICE CROSSING
NOT TO SCALE A
EX SEWER DN150 ≈ IL105.53
-
SEWER DN150 ≈ IL106.60
SEWER DN150 ≈ IL106.57
15
0
EX TELECOM
N12
0.25
15
0
0
DATUM RL 89.0 93.0 92.0
5 ED N12-150
PIPE SIZE (mm) Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø37 ERT
PIPE CLASS 3 3 3 3 3 3 3 3 3 3 DIV
FLOW BASIN SETOUT PT
LOW TO BIO E 485049.111
PIPE GRADE (%) 1.000% 1.000% 2.604% 14.932% 15.000% 14.600% 11.850% 1.000% 0.813% 7.646% N12
1-B N 7084030.585
PIPE SLOPE (1 in ...) 99.999 100.000 38.406 6.697 6.667 6.849 8.439 100.000 122.981 13.079
PIPE FLOW (cumecs) 0.045 0.099 0.143 0.095 0.186 0.205 0.205 0.228 0.047 0.094
15
0
CAPACITY FLOW (cumecs) 0.175 0.175 0.283 0.678 0.679 0.670 0.604 0.175 0.159 0.485
Ø1200 MH
BYPASS
FULL PIPE VELOCITY (m/s) 0.412 0.899 1.292 0.857 1.684 1.853 1.859 2.066 0.426 0.856
NORMAL DEPTH VELOCITY (m/s) 1.333 1.637 2.567 4.322 5.242 5.329 4.943 2.066 1.248 3.402
N
BIO BASI
Ø375
HIGH FLOW
96.732
96.752
96.522
96.375
96.375
96.375
108.383
108.299
108.295
108.307
108.170
108.156
108.157
108.030
107.433
107.433
107.426
105.764
105.833
105.470
105.223
105.280
104.881
100.625
100.636
100.534
107.395
107.395
107.400
107.400
107.400
106.665
106.426
105.767
105.833
105.470
HGL & WSE
0.966
1.263
1.283
1.357
1.377
1.147
1.167
0.965
1.275
0.876
0.896
0.924
0.944
0.843
0.863
0.663
0.663
1.198
0.375
0.375
1.200
0.775
1.275
DEPTH TO INVERT
5-A
96.107
96.087
96.000
96.000
107.932
107.865
107.845
107.771
107.751
107.220
107.200
105.465
105.155
104.574
104.554
100.226
100.206
107.200
107.120
107.120
106.200
105.655
105.155
INVERT LEVEL STRUCTURE 4-A
SCALE 1:20
(97.050)
(96.663)
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