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Approved Plans OPW17/0055
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Plans and drawings
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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
B
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 526.839 102.700 102.301 STD FIELD INLET TYPE 1 1/H
N 936.204 101.607 1.093 101.998 900 x 900
14.03.17 COUNCIL RFI RESPONSE - AMENDED TO COUNCILS REQUIREMENTS
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: 3C8D6058-F042-4FB0-8808-169246829F7D
N 950.421 100.933 1.761 101.421 WITH 600x900 TYPE 1 'V' GRATE
BF
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
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 See the original
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