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Approved Plans OPW17/0055
Original PDF page 17, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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A3
A1
A3
A1
N 1009.017 101.043 1.315 101.360 600x900 TYPE 1 'V' GRATE
WATER 150mm DIA
375
2.36
1.38
0.248
0.152
49.99
2.00%
26.879
101.183 ELECTRICAL
CLIENT
-151.988 E 622.518 101.986 100.506 1.480 101.184 7/H
N 1009.235 100.483 1.503 101.075
-
0.000 E 524.226 103.275 102.352 STD FIELD INLET 1/K
N 988.600 102.143 1.132 102.324 600x900 TYPE 1 'V' GRATE
64 L/s SURCHARGE
88.0
REFER NOTE 4 ASIDE
300
1.41
0.77
DURING A Q100 EVENT.
0.097
0.054
1.00%
23.895
100.00
102.168
23.895 E 540.388 103.036 101.904 1.132 102.168 STD FIELD INLET
K
2/K
N 970.999 101.829 1.207 102.097 SEWER LINE 19 100 DIA. R.L. 101.30 600x900 TYPE 1 'V' GRATE
375
1.59
1.20
SEWER LINE 21 100 DIA. R.L. 100.87
0.157
0.132
0.80%
101.956
17.110
125.03
41.006 E 552.136 102.865 101.692 1.173 101.790 2/H
PALM LAKE WORKS PTY LTD
NOOSA COUNCIL
APPROVED PLAN
N 958.560 101.249 1.615 101.702
-29.385 E 522.392 103.143 102.171 STD FIELD INLET 1/M
N 1069.387 101.977 1.167 102.138 ELECTRICAL 600x900 TYPE 1 'V' GRATE
OPW17/0055 13 APR 2017
87.0
300
1.76
0.62
0.141
0.044
46.89
2.13%
101.864
11.975
-17.410 E 527.820 103.005 101.721 1.283 101.871 STD FIELD INLET 2/M
C 2015
N 1058.713 101.571 1.433 101.821 600x900 TYPE 1 'V' GRATE
450
1.30
0.70
0.202
0.111
0.50%
101.799
17.410
200.07
0.000 E 545.229 102.865 101.484 1.381 101.799 STD FIELD INLET 3/M
N 1058.855 101.464 1.401 101.759 600x900 TYPE 1 'V' GRATE
450
1.69
1.10
0.248
0.175
0.75%
101.551
25.500
132.47
25.500 E 570.729 102.661 101.272 1.389 101.486 STD MANHOLE 1050mm DIA 4/M
87 L/s SURCHARGE
N 1059.064 101.122 1.539 101.486 WITH 600x900 TYPE 1 'V' GRATE
REFER NOTE 4 ASIDE
DURING A Q100 EVENT.
1.65
1.05
www.calibreconsulting.co
0.434
0.297
0.50%
600 (2)
101.423
25.500
200.00
51.000 E 596.228 102.457 100.994 1.463 101.423 STD MANHOLE 1050mm DIA 5/M
N 1059.273 100.974 1.483 101.388 WITH 600x900 TYPE 1 'V' GRATE
1.71
1.25
0.434
0.355
0.50%
600 (2)
26.000
200.00
101.288
M
77.000 E 622.227 102.249 100.844 1.405 101.288 STD MANHOLE 1050mm DIA 6/M
N 1059.486 100.824 1.425 101.245 WITH 600x900 TYPE 1 'V' GRATE
PROJECT
DISCLAIMER
1.98
1.45
0.502
0.411
0.67%
600 (2)
25.500
150.00
101.142
102.500 E 647.726 102.045 100.654 1.391 101.142 STD MANHOLE 1050mm DIA 7/M
N 1059.695 100.634 1.411 101.084 WITH 600x900 TYPE 1 'V' GRATE
2.18
1.67
0.549
0.471
WATER 150mm DIA
0.80%
600 (2)
21.213
125.00
101.002
123.713 E 668.750 101.855 100.465 1.390 101.039 STD MANHOLE 1200mm DIA 8/M
180 L/s SURCHARGE
N 1056.867 100.445 1.410 100.899 WITH 600x900 TYPE 1 'V' GRATE
REFER NOTE 4 ASIDE
STAGE 3
DURING A Q100 EVENT.
SEWER LINE 15 225 DIA. R.L. 98.79
PALM LAKE RESORT
1.71
1.09
0.704
0.480
0.40%
750 (2)
47.250
250.00
19 TRADING POST ROAD - COOROY
100.682 ELECTRICAL ELECTRICAL
170.963 E 669.131 101.501 100.256 1.246 100.457 9/H
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
N 1009.619 99.680 1.821 100.329
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
PROJECT No.
DRAWING TITLE
0.000 E 580.917 103.333 102.302 STD FIELD INLET 1/S
N 928.088 102.092 1.242 102.252 600x900 TYPE 1 'V' GRATE
16-003302
88.0
S
300
1.72
0.61
0.137
0.043
50.00
(PVC)
2.00%
26.477
101.678
26.477 E 566.696 102.693 101.562 1.131 101.518 3/H
N 950.421 100.933 1.761 101.421
DRAWING No.
SHEET 1 OF 2
0.000 E 522.622 103.177 102.251 STD FIELD INLET 1/U
4311
N 1041.388 102.048 1.129 102.218 600x900 TYPE 1 'V' GRATE
U
89.0
300
1.67
0.68
WATER 150mm DIA
0.127
0.048
58.18
(PVC)
1.72%
101.865
18.088
STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
18.088 E 527.820 103.005 101.737 1.267 101.871 2/M
B
REVISION
N 1058.713 101.571 1.433 101.821
N.S.C. REF NO. MCU15/0111 & REC15/0031
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