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Change to OPWks Plans 2018068 Rev G
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Log in to see the plans as drawn Date
Datum
project specified.
AHD
LINE
DATUM RL
CHAINAGE
March 2019
Scale
PIPE CLASS
PIPE SIZE (mm)
HGL ELEVATION
PIPE GRADE (%)
SURFACE LEVEL
DEPTH TO INVERT
STRUCTURE NAME
PIPE SLOPE (1 in X)
Client in accordance with the Terms of Agreement.
PIPE FLOW (cumecs)
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
DESIGN (& EXISTING)
No responsibility or liability will be assumed to any third
party. This document shall only be used for the site and
This drawing as been produced for the sole benefit of the
SETOUT COORDINATES
As Shown
INVERT LEVEL OF DRAIN
CAPACITY FLOW (cumecs)
FULL PIPE VELOCITY (m/s)
STRUCTURE DESCRIPTION
Status
Drawn
NORMAL DEPTH VELOCITY (m/s)
0.000 1020.731E 109.800 109.278 1/5 450X450 1/5
Designed
1077.799N (110.037) 109.200 0.600 109.258 Grated Courtyard Pit
92.000
JAG
JAG
150
1.35
0.24
25.3
8.603
0.036
0.004
3.95%
8.603 1012.152E 109.800 108.860 0.940 108.947 2/5 450X450 2/5
1078.434N (109.596) 108.840 0.960 108.924 Grated Courtyard Pit
Checked
Approved
FOR APPROVAL
150
1.13
0.47
72.2
6.486
0.021
0.008
1.39%
BEATRICE GIBBERD RPEQ 14557
BG
BG
15.088 1005.683E 109.350 108.750 0.600 108.869 3/5 450X450 3/5
1078.907N (109.262) 108.730 0.620 108.832 Grated Courtyard Pit
C
F
E
A
B
D
G
150
1.95
0.69
21.4
9.312
0.039
0.012
4.68%
24.401 996.396E 109.350 108.295 1.055 108.509 4/5 450X450 4/5
5
1079.592N (108.803) 108.275 1.075 108.452 Grated Courtyard Pit
Original Issue
11-07-19 Line 9 adjusted
13-10-19 Design Changed
Issue Date Description
150
1.15
0.93
7.459
0.018
0.016
100.0
1.00%
18-10-19 Floor Levels Changed
BLACKMAX (SN8)
31.859 988.957E 108.800 108.200 0.600 108.390 5/5 450X450 5/5
09-07-19 Changes to Retaining Wall
1080.136N (108.526) 108.180 0.620 108.311 Grated Courtyard Pit
11-07-19 Additional detail for Pit 2/9 added
15-05-19 Retaining wall and footpath adjusted
150
2.29
1.17
20.2
01-11-19 Driveway Crossover widened & SW added
8.426
0.040
0.021
4.96%
40.286 980.556E 108.800 107.762 1.038 6/5 450X450 6/5
1080.780N (108.214) 107.742 1.058 107.872 Grated Courtyard Pit
JAG
JAG
JAG
JAG
JAG
JAG
JAG
JAG
BG
BG
BG
BG
BG
BG
BG
225
By Chkd
1.31
0.62
6.659
0.053
0.024
100.0
1.00%
46.945 973.913E 108.350 107.675 0.675 107.817 7/5 450X450 7/5
1081.241N (107.955) 107.655 0.695 107.795 Grated Courtyard Pit
NORTH
91.000
225
2.14
0.71
29.0
0.099
0.028
3.44%
11.698
58.643 962.246E 108.350 107.252 1.098 107.418 8/5 450X450 8/5
1082.101N (107.483) 107.232 1.118 107.385 Grated Courtyard Pit
225
1.41
0.84
3.187
0.053
0.033
100.0
1.00%
61.830 959.068E 107.215 107.200 0.225 HEADWALL 9/5
1082.334N (107.354) 107.200 0.225 107.329
-67.524 112.525 END CAP FOR FUTURE 1/7
111.252 1.273 111.326 CONNECTION
93.000
375
0.00
0.00
31.9
4.768
0.367
0.000
3.14%
RCP Class 3
-62.756 1054.390E 112.321 111.102 1.218 111.326 LIP IN LINE PIT 2/7
1065.892N (112.322) 111.082 1.238 111.247 2.4m LINTEL
375
2.35
0.47
31.9
0.367
0.052
3.14%
57.951
RCP Class 3
-4.805 1014.964E 110.218 109.263 0.955 109.494 LIP IN LINE PIT 3/7
1023.419N (110.163) 109.243 0.975 109.449 2.4m LINTEL
Maroochydore BC
Mobile: 0403 862 009
QLD 4558
PO Box 5028
7
Email: [email protected] Client
ABN: 13 609 593 339 Project
375
2.72
0.72
29.9
Location
0.379
0.080
3.34%
68.584
RCP Class 3
107.624
63.779 968.365E 107.956 106.952 1.005 107.625 LIP IN LINE PIT 4/7
973.097N (107.939) 106.932 1.025 107.602 2.4m LINTEL
525
1.78
0.42
5.171
0.508
0.091
100.0
1.00%
Calezac Pty Ltd
RCP Class 3
68.950 963.198E 107.912 106.880 1.032 1050 MANHOLE 5/7
25 Kauri St, Cooroy 973.285N (107.662) 106.880 1.032 107.600
0.000 944.492E 106.716 106.481 1/8 900X900 1/8
1093.930N 106.237 0.478 106.402 Grated Inlet with Heavy Duty Lid
Proposed Unit Development
90.000
8
375
1.57
0.47
99.3
3.632
0.208
0.052
1.01%
RCP Class 3
3.632 943.345E 107.010 106.200 0.810 LIP IN LINE PIT 2/8
1090.484N (106.080) 106.200 0.810 106.328 4.80m LINTEL
-3.845 955.903E 107.358 CATCHPIT 1/9
0
0
974.196N (107.299) 106.340 1.018 106.904 KERB ENTRY TYPE B
90.000
525
9
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