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_19660_OPW_20260616 Civil Plans
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
4A-A
1-C
1-D
1-A
2-A
3-A
4-A
5-A
6-A
7-A
8-A
1-B
5-A
5-A
STRUCTURE NO
ANTIPOND KERB INLET (SAG)
RAISED FIELD INLET GRATE
RAISED FIELD INLET GRATE
RAISED FIELD INLET GRATE
BIO LOW FLOW DIVERSION
NSC KERB INLET TYPE A
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
900 x 900 PIT
Ø1200 MH
Ø1200 MH
Ø1200 MH
Ø1200 MH
Ø1200 MH
N 7084057.450
N 7084058.066
N 7084050.755
N 7084030.585
N 7084018.338
N 7083987.434
N 7083953.125
N 7083944.427
N 7084030.813
N 7084026.771
N 7084020.198
N 7084018.338
N 7084022.208
N 7084018.338
E 485059.911
E 485053.264
E 485052.123
E 485049.111
E 485049.635
E 485044.555
E 485040.140
E 485039.976
E 485049.008
E 485040.038
E 485040.350
E 485049.635
E 485054.841
E 485049.635
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 ≈ IL105.51
-
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 92.0
5
PIPE
PIPESIZE
SIZE (mm) (mm) Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø37 RTE
D N12-150
IVE
PIPE CLASS 3 3 3 3 3 3 3 3 3 3
L O W D ASIN
F B SETOUT PT
PIPEGRADE
PIPE GRADE (%) (%) 1.000% 1.000% 2.596% 14.978% 15.000% 11.850% 1.000% 0.813% 8.196% 11.649% LOW TO BIO E 485049.111
N12
1-B N 7084030.585
PIPESLOPE
PIPE SLOPE (1 in ...)(1 in ...) 99.999 100.000 38.520 6.676 6.667 8.439 100.000 122.981 12.202 8.585
PIPEFLOW
PIPE FLOW (cumecs)
(cumecs) 0.043 0.096 0.138 0.090 0.190 0.199 0.222 0.047 0.094 0.011
15
0
CAPACITY
CAPACITY FLOW
FLOW (cumecs)
(cumecs) 0.175 0.175 0.283 0.679 0.679 0.604 0.175 0.159 0.502 0.599 Ø1200 MH
HIGH FLOW BYPASS
FULL
FULLPIPE
PIPEVELOCITY
VELOCITY (m/s) (m/s) 0.393 0.868 1.253 0.818 1.721 1.806 2.009 0.426 0.848 0.097
NORMAL
NORMAL DEPTH VELOCITY
DEPTH (m/s) (m/s)
VELOCITY 1.316 1.623 2.545 4.270 5.273 4.904 2.009 1.248 3.479 2.077
BIO BASIN
Ø375
96.715
96.734
96.514
96.375
96.375
96.375
108.351
108.275
108.272
108.284
108.153
108.144
108.144
108.024
107.453
107.459
107.420
105.547
105.617
105.242
100.634
100.640
100.530
107.395
107.395
107.400
107.400
107.400
106.660
106.425
105.547
105.617
105.242
105.777
105.773
105.547
105.617
105.242
HGL & WSE
0.966
1.264
1.284
1.358
1.378
1.146
1.166
0.936
1.376
0.924
0.944
0.843
0.863
0.663
0.663
1.198
0.375
0.375
1.200
0.876
1.376
0.996
1.356
1.376
DEPTH TO INVERT
5-A
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