Original source · versioned page text
19553-C1000[A]-C1300[A} - full set
Attached to the e-mail Operational Works Application OPW20/0051 -Cover letter - DA Form 1 - Civil Plans.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
2-X2
1-X2
0-X2
1-X3
0-X3
1-X9
0-X9
OUTLET TO EXISTING TABLE DRAIN
2-C
1-C
0-C
2-A
1-A
0-A
3-B
2-B
1-B
0-B
STRUCTURE NO
OUTLET TO EXISTING GULLY
OUTLET TO EXISTING GULLY
2.4m LIL KERB INLET (SAG)
2.4m LIL KERB INLET (SAG)
2.4m LIL KERB INLET (SAG)
OUTLET TO EXISTING DAM
OUTLET TO NEW DRAIN
2.4m LIL KERB INLET
2.4m LIL KERB INLET
2.4m LIL KERB INLET
2.4m LIL KERB INLET
2.4m LIL KERB INLET
STRUCTURE TYPE
PC HEADWALL
PC HEADWALL
PC HEADWALL
PC HEADWALL
PC HEADWALL
PC HEADWALL
PC HEADWALL
PC HEADWALL
600 x 600 PIT
N 7079321.061
N 7079313.302
N 7079296.435
N 7079882.090
N 7079854.299
N 7079840.678
N 7079836.075
N 7079855.340
N 7079857.447
N 7079860.431
N 7079837.502
N 7079843.188
N 7079855.111
N 7079800.584
N 7079803.173
N 7079761.345
N 7079757.123
E 491645.752
E 491644.953
E 491641.497
E 491853.264
E 491855.880
E 491860.754
E 491866.333
E 492095.535
E 492101.705
E 492107.101
E 492107.876
E 492109.599
E 492113.212
E 492127.258
E 492121.845
E 491888.551
E 491886.267
STRUCTURE SETOUT
CENTRE OF PIT ON LIP OF KERB
ROADWAY GULLY UNIT
LIP IN LINE
CENTRE OF STRUCTURE
FIELD INLET & MANHOLE
CENTRE-TOP OF HEADWALL.
HEADWALL
SETOUT DETAILS
NOT TO SCALE
DATUM RL 106.0 109.0 109.0 109.0 116.0 105.0
PIPE SIZE (mm) Ø300 Ø300 Ø300 Ø300 Ø375 Ø375 Ø450 Ø600 Ø600 Ø300 Ø675
PIPE CLASS 2 2 2 2 2 2 2 2 2 2 2
PIPE GRADE (%) 10.350% 0.400% 8.798% 3.290% 0.400% 0.690% 0.588% 1.000% 1.000% 0.833% 1.042%
PIPE SLOPE (1 in ...) 9.661 250.000 11.366 30.395 250.000 144.979 170.032 100.000 100.000 120.000 96.000
PIPE FLOW (cumecs) 0.019 0.059 0.047 0.092 0.175 0.164 0.213 - - 0.026 -
CAPACITY FLOW (cumecs) 0.311 0.061 0.287 0.175 0.111 0.146 0.219 0.614 0.614 0.088 0.858
FULL PIPE VELOCITY (m/s) 0.263 0.829 0.669 1.299 1.585 1.481 1.338 0.362
REFER REFER
NORMAL DEPTH VELOCITY (m/s) 2.420 0.985 2.999 2.510 1.585 1.481 1.567 1.081
CULVERT CULVERT
REPORT REPORT
112.439
112.405
111.783
111.789
111.618
111.551
116.919
116.719
114.507
114.529
114.345
114.217
114.249
113.937
113.836
116.131
115.592
115.526
115.540
115.411
115.378
122.419
122.372
122.311
ON DRG ON DRG
HGL & WSE DG-CLC DG-CLC
1.100
1.080
1.100
0.684
1.200
1.180
1.200
1.080
1.100
1.107
1.300
1.325
1.400
0.707
1.229
1.480
1.500
0.955
0.600
0.700
1.000
1.000
DEPTH TO INVERT
C:\Users\Lenovo\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
112.302
111.403
111.383
111.316
116.550
114.081
114.061
113.577
113.557
113.530
115.181
115.128
115.053
115.020
115.412
115.358
115.338
115.208
122.250
122.200
112.050
112.000
INVERT LEVEL
113.402
0.000 (113.836)
112.483
8.684 (113.942)
112.000
25.484 (111.665)
117.750
0.000 (118.442)
115.261
28.068 (115.271)
114.657
42.787 (114.828)
114.637
49.587 (114.637)
116.481
0.000 (117.366)
116.453
7.634 (115.804)
115.727
13.234 (114.902)
116.641
0.000 (116.641)
116.838
5.400 (116.203)
116.163
18.400 (115.203)
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