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CHANGE - Engineering Plans
Original PDF page 19, section 1. The text section number identifies this passage in the reader.
STRUCTURE
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1/E
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EX/A
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NAME
STRUCTURE
DESCRIPTION
EXISTING STRUCTURE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
FIELD INLET - SQUARE
1050mm DIAMETER
1050mm DIAMETER
DETENTION TANK
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
GENERIC 900x900
STD MANHOLE
STD MANHOLE
MANHOLE
MANHOLE
GENERIC
GENERIC
EXISTING DN100 WATER MAIN
Q10 HGL
CONTRACTOR TO POTHOLE AND
LOCATE DEPTH OF WATER SERVICES
WITHIN VERGE AND ORGANISE
LOWERING OF WATER MAINS AS
REQUIRED TO ENSURE MINIMUM
CLEARANCE
0.3m
MIN.
BREAK INTO EXISTING
PIT AND MAKE GOOD.
CONTRACTOR TO
PRESSURE CLEAN OUT
TO ENSURE FREE
DRAINAGE
0.3m
MIN.
EXISTING DN150
WATER MAIN
EXISTING 150Ø
SEWER MAIN
APPROX IL: 110.52
PIPE SIZE (mm) 225 225 300 300 300 300 375 375 375 150 150 225 225 225 225 150
PIPE CLASS uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10 3 3 3 uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10 uPVC SN10
PIPE GRADE (%) 1.00% 1.00% 1.00% 1.00% 1.00% 5.55% 9.78% 10.00% 4.48% 1.00% 1.00% 13.07% 1.00% 1.00% 10.05% 1.83%
PIPE SLOPE (1 in X) 100.00 100.00 100.00 100.00 100.00 18.03 10.23 10.00 22.31 100.00 100.00 7.65 100.00 100.00 9.95 54.52
FULL PIPE VELOCITY (m/s) 0.53 0.97 1.27 1.54 1.76 1.50 0.96 1.00 1.00 0.28 0.61 0.38 0.24 1.00 0.67 1.03
PART FULL VELOCITY (m/s) 1.11 1.27 1.55 1.54 1.76 3.17 1.68 3.92 2.93 0.77 0.94 2.55 0.90 1.28 2.75 1.32
DATUM RL 103.0 107.0 -6.0 106.0 107.0 107.0
H.G.L IN PIPE &
119.480
119.414
119.379
119.386
119.301
119.190
119.206
119.034
118.898
118.933
118.683
118.456
118.505
118.163
117.964
116.982
116.752
115.995
115.995
115.995
113.780
113.593
113.503
113.146
113.170
113.039
112.976
112.976
112.976
119.240
119.212
119.150
119.151
119.103
118.969
118.919
118.904
118.898
118.933
118.683
119.354
119.343
119.336
119.343
119.252
119.190
119.206
119.034
119.488
119.341
119.336
119.343
119.252
119.604
119.441
119.379
119.386
119.301
W.S.E IN STRUCTURE
PIPE FLOW
0.021 0.039 0.090 0.109 0.125 0.106 0.106 0.111 0.110 0.005 0.011 0.015 0.010 0.040 0.027 0.018
(Cumecs)
PIPE CAPACITY
0.045 0.045 0.097 0.097 0.097 0.228 0.178 0.555 0.371 0.015 0.015 0.162 0.045 0.045 0.142 0.021
AT GRADE (Cumecs)
1.319
1.461
1.481
1.404
1.598
1.409
1.740
1.736
1.756
2.010
3.206
1.919
1.959
1.931
2.246
1.490
1.510
1.510
1.510
1.251
1.374
1.394
1.524
1.729
1.720
1.740
1.336
1.441
1.461
1.578
1.598
1.454
1.339
1.461
1.277
1.271
1.481
DEPTH TO INVERT
119.017
118.859
118.839
118.689
118.495
118.336
118.005
117.827
117.807
117.697
116.500
115.828
115.788
113.572
113.258
112.491
112.471
111.751
111.751
119.149
119.026
119.006
118.876
118.671
118.025
118.005
118.754
118.612
118.592
118.515
118.495
119.204
118.714
118.592
119.129
119.049
118.839
INVERT LEVEL
OF DRAIN
120.336
120.320
120.093
119.745
119.562
119.706
117.747
115.504
113.981
113.261
120.400
120.400
119.745
120.090
120.053
120.093
120.517
120.053
120.406
120.320
0.000
DESIGN SURFACE
LEVEL
E 1024.952
N 1032.898
E 1032.302
N 1018.841
E 1040.340
N 1006.213
E 1055.198
N 1011.762
E 1063.361
N 995.926
E 1063.486
N 1006.927
E 1068.200
N 995.760
E 1088.482
N 1005.844
E 1095.414
N See the original
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