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16-003302-4311
From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.
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3
8
7
6
5
4
2
A
REVISION
LINE
NAME
NOTE:
DATE
PROFILE.
(Cumecs)
ACCEPTED.
PIPE FLOW
STRUCTURE
STRUCTURE
DESCRIPTION
OVERLAND FLOW.
H.G.L IN PIPE &
PIPE CAPACITY
PIPE GRADE (%)
ISSUE DETAILS
30.01.17 ORIGINAL ISSUE
MODELLED Q100 EVENT
DEPTH TO INVERT
PIPE SLOPE (1 in X)
AT GRADE (Cumecs)
PRIOR TO CONSTRUCTION.
RUNNING CHAINAGE
PIPE SIZE mm (Class)
W.S.E IN STRUCTURE
SETOUT COORDINATES
INVERT LEVEL OF DRAIN
DESIGN SURFACE LEVEL
FULL PIPE VELOCITY (m/s)
PART FULL VELOCITY (m/s)
1. NOTWITHSTANDING THE STORMWATER
CONTRIBUTES TO OVERLAND FLOW. FLOOD
STRUCTURE LEVELS SHOWN, THE COVER OR
2. THE PIPE CLASSES HAVE BEEN DESIGNED FOR
PIPE CLASSES IF NECESSARY IN ACCORDANCE
PARTIALLY DOWNSTREAM AND THE REMAINING
5. DRAINAGE SYSTEM FOR STAGES 4 & 5 HAS BEEN
DESIGNED TO MAXIMISE CAPTURE AND MINIMISE
SERVICE LOADS ONLY. THE CONTRACTOR SHALL
ASSESS ANTICIPATED LOADS AND UPGRADE THE
WITH AS 3725-2007. CRACKED PIPES WILL NOT BE
4. SURCHARGE DURING A Q100 EVENT IS PICKED UP
WIDTHS DO NOT EXCEED ROAD RESERVE DURING
GRATE LEVEL SHALL SUIT THE FINISHED SURFACE
3. CONTRACTOR TO CHECK EXISTING CONNECTIONS
0.000 E 526.839 102.896 102.301 STD FIELD INLET TYPE 1 1/H
N 936.204 101.607 1.289 101.998 900 x 900
DATUM RL 87.0
2.32
0.92
1.114
0.407
1.00%
750 (2)
33.760
100.00
101.786 SEWER LINE 21 100 DIA. R.L. 100.92 ELECTRICAL
33.760 E 552.136 102.865 101.269 1.595 101.790 WATER 150mm DIA STD MANHOLE 2/H
N 958.560 101.249 1.615 101.702 1350mm DIA
WATER 150mm DIA
2.50
1.22
1.114
0.538
1.00%
101.502
750 (2)
16.680
100.00
50.440 E 566.696 102.693 101.083 1.611 101.518 STD MANHOLE 1500mm DIA 3/H
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
N 950.421 100.933 1.761 101.421 WITH 600x900 TYPE 1 'V' GRATE
NA
DRAWN
1.86
1.03
1.145
0.656
0.40%
101.362
900 (2)
17.300
250.00
67.740 E 579.273 102.555 100.863 1.692 101.362 STD MANHOLE 1350mm DIA 4/H
BF
N 962.300 100.843 1.712 101.342 WITH 600x900 TYPE 1 'V' GRATE
DESIGN
2.17
1.13
1.362
0.719
0.57%
900 (2)
101.287
26.500
176.90
94.240 E 598.520 102.344 100.694 1.650 101.287 STD MANHOLE 1350mm DIA 5/H
DRAWN
DESIGN
N 980.515 100.674 1.670 101.263 WITH 600x900 TYPE 1 'V' GRATE
H
DESIGN SURFACE
EXISTING SURFACE
237 L/s SURCHARGE
REFER NOTE 4 ASIDE
1.94
1.22
1.145
0.778
0.40%
101.235
900 (2)
17.909
250.00
DURING A Q100 EVENT.
112.149 E 611.557 102.200 100.602 1.598 101.235 STD MANHOLE 1350mm DIA 6/H
MINOR HGL Q10
STATUS
N 992.793 100.582 1.618 101.211 WITH 600x900 TYPE 1 'V' GRATE
APPROVED
ELECTRICAL
1.95
1.25
1.145
0.797
0.40%
101.183
900 (2)
19.760
250.00
131.909 E 622.518 101.986 100.503 1.483 101.184 STD MANHOLE 1350mm DIA 7/H
N 1009.235 100.483 1.503 101.075 WITH 600x900 TYPE 1 'V' GRATE
ANDREW McPHAIL
2.35
1.57
1.372
1.001
0.57%
24.621
174.21
100.912
156.530 E 647.138 101.775 100.342 1.434 100.837 STD MANHOLE 2100mm DIA 8/H
N 1009.439 100.322 1.454 100.837 WITH 600x900 TYPE 1 'V' GRATE
SEWER LINE 18 150 DIA. R.L. 99.19
1.55
1.19
1.220
1.052
0.30%
WATER 150mm DIA WITH REDUCED
21.994
333.33
100.703
178.524 E 669.131 101.501 100.256 1.246 100.457 COVER REFER DETAIL ON DRG 4600 CUSTOM SPLITTER MANHOLE 9/H
RPEQ 6921
FOR APPROVAL
NOT FOR CONSTRUCTION
N 1009.619 99.680 1.821 100.329 ELECTRICAL 900x900 FLUSH GRATE
REFER DETAIL ON DRG 4315
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
3.12
1.51
8.027
2.732
1.303
1.00%
100.111 100.00
900 (2) TWIN 750 (2) 1050(2)
186.550 E 677.157 99.600 99.600 -0.000 100.111 CUSTOM HEADWALL 10/H
N 1009.705 99.600 -0.000 100.111
SCALE
-252.175 E 522.851 103.418 102.343 STD FIELD INLET 1/J
1:200
1:100
1:2000
1:1000
N 1013.377 102.201 1.217 102.343 WATER 150mm DIA 600x900 TYPE 1 'V' GRATE
2
10
88.0
300
1.25
0.48
0.097
0.034
1.00%
22.308
100.00
102.220
1
0
-229.867 E 544.641 103.206 101.978 1.228 102.220 STD FIELD INLET 2/J
N 1008.599 101.958 1.248 102.162 600x900 TYPE 1 'V' GRATE
0
10
300
1.94
0.97
0.137
0.068
50.00
20
2.00%
25.500
101.644
VERTICAL
-204.367 E 570.140 102.782 101.448 1.334 101.644 STD FIELD INLET 3/J
HORIZONTAL
2
30
J
N 1008.808 101.373 1.409 101.611 600x900 TYPE 1 'V' GRATE
40
375
1.78
0.94
0.193
0.104
82.26
1.22%
25.500
101.461 SEWER LINE 19 150 DIA. R.L. 100.32
4
50
-178.867 E 595.640 102.359 101.063 1.295 101.461 STD FIELD INLET 4/J
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 See the original
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Full text of the other 1 section
Section 2
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
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
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
A
REVISION
N 1058.713 101.571 1.433 101.821
N.S.C. REF NO. MCU15/0111 & REC15/0031