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Change to OPWks Plans 2018068 Rev G
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Datum
project specified.
LINE
AHD
DATUM RL
CHAINAGE
PIPE CLASS
March 2019
Scale
PIPE SIZE (mm)
HGL ELEVATION
PIPE GRADE (%)
SURFACE LEVEL
DEPTH TO INVERT
STRUCTURE NAME
PIPE SLOPE (1 in X)
PIPE FLOW (cumecs)
DESIGN (& EXISTING)
Client in accordance with the Terms of Agreement.
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
SETOUT COORDINATES
INVERT LEVEL OF DRAIN
No responsibility or liability will be assumed to any third
party. This document shall only be used for the site and
CAPACITY FLOW (cumecs)
FULL PIPE VELOCITY (m/s)
This drawing as been produced for the sole benefit of the
As Shown
STRUCTURE DESCRIPTION
NORMAL DEPTH VELOCITY (m/s)
0.000 1010.113E 109.502 109.142 1/1 900X900 1/1
Status
Drawn
1057.257N (109.458) 108.777 0.725 108.935
Grated Inlet with Heavy Duty Lid
Designed
92.000
225
2.22
0.89
31.0
0.095
0.035
3.22%
13.678
JAG
JAG
108.677
13.678 996.472E 109.063 108.336 0.725 108.679 2/1 900X900 2/1
1058.259N (108.908) 108.316 0.745 108.512
Grated Inlet with Heavy Duty Lid
Checked
Approved
225
2.54
1.43
29.8
0.097
0.057
3.35%
15.655
FOR APPROVAL
108.341
BEATRICE GIBBERD RPEQ 14557
29.334 980.842E 108.541 107.791 0.750 108.349 3/1 900X900 3/1
BG
BG
1
1059.153N (108.286) 107.771 0.770 108.232
Grated Inlet with Heavy Duty Lid
BLACKMAX (SN8)
F
E
A
B
D
G
C
300
3.17
1.02
18.8
4.908
0.264
0.072
5.32%
108.212
34.241 977.679E 108.321 107.510 0.811 108.247 4/1 600X600 4/1
1055.983N (108.201) 107.490 0.831 108.017
Grated Inlet with Heavy Duty Lid
375
2.11
1.39
92.9
0.215
0.153
1.08%
20.993
Original Issue
13-10-19 Design Changed
Issue Date Description
107.903
55.235 958.990E 108.182 107.264 0.918 107.973 6/4 600X600 6/4
18-10-19 Floor Levels Changed
1053.513N (107.323) 107.244 0.938 107.544
09-07-19 Changes to Retaining Wall
Grated Inlet with Heavy Duty Lid
03-07-19 Changes as per Council RFI
11-07-19 Additional detail for Pit 2/9 added
15-05-19 Retaining wall and footpath adjusted
01-11-19 Driveway Crossover widened & SW added
JAG
JAG
JAG
JAG
JAG
JAG
JAG
JAG
0.000 982.691E 108.695 108.373 1/2 900X900 1/2
BG
BG
BG
BG
BG
BG
BG
1020.184N (108.711) 107.891 0.804 108.352
By Chkd
Grated Inlet with Heavy Duty Lid
92.000
300
1.17
0.25
0.114
0.018
100.0
1.00%
20.343
NORTH 20.343 979.870E 108.493 107.688 0.804 108.347 2/2 900X900 2/2
2
1040.331N (108.327) 107.668 0.824 108.253
Grated Inlet with Heavy Duty Lid
BLACKMAX (SN8)
300
1.64
0.83
97.8
0.116
0.059
1.02%
15.464
108.212
35.807 977.679E 108.321 107.510 0.811 108.247 4/1 600X600 4/1
1055.983N (108.201) 107.490 0.831 108.017
Grated Inlet with Heavy Duty Lid
0.000 962.358E 108.750 108.340 1/4 450X450 1/4
1011.955N (107.668) 108.253 0.497 108.315 Grated Courtyard Pit
92.000
150
0.86
0.26
8.452
0.018
0.005
100.0
1.00%
8.452 961.193E 108.750 108.168 0.582 108.253 2/4 450X450 2/4
1020.327N (107.642) 108.148 0.602 108.232 Grated Courtyard Pit
150
1.00
0.47
7.416
0.018
0.008
100.0
1.00%
15.868 960.165E 108.750 108.074 0.676 108.189 3/4 450X450 3/4
1027.671N (107.555) 108.054 0.696 108.155
uPVC
Grated Courtyard Pit
150
1.72
0.67
29.7
8.431
0.033
0.012
3.37%
Maroochydore BC
Mobile: 0403 862 009
QLD 4558
PO Box 5028
24.300 958.996E 108.500 107.770 0.730 107.972 4/4 450X450 4/4
4
1036.021N (107.464) 107.750 0.750 107.960 Grated Courtyard Pit
Email: [email protected] Client
ABN: 13 609 593 339 Project
Location
225
1.24
0.50
0.053
0.020
100.0
1.00%
15.022
39.322 956.908E 108.400 107.600 0.800 107.940 5/4 450X450 5/4
1050.897N (107.338) 107.580 0.820 107.909 Grated Courtyard Pit
225
1.34
0.68
2.415
0.053
0.027
100.0
1.00%
107.903
41.737 958.990E 108.182 107.556 0.626 107.973 6/4 600X600 6/4
1053.513N (107.323) 107.244 0.938 107.544
Grated Inlet with Heavy Duty Lid
Calezac Pty Ltd
BLACKMAX (SN8)
375
2.79
1.88
49.8
0.287
0.179
2.01%
12.164
25 Kauri St, Cooroy
53.901 955.502E 107.300 107.000 0.300 HEADWALL 7/4
1065.406N (107.203) 107.000 0.300 107.211
Proposed Unit Development
-46.354 944.466E 106.863 106.503 CATCHPIT 1/6
1059.383N (106.415) 106.245 0.617 106.418 KERB ENTRY TYPE B
90.000
375
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