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Appendix G Water and Sewer Analysis
SK400 - Water and Sewer Schematic
8 29
6 3 5
4
12
33
27
7 Water connection to 1
ex DN250 DICL
10 12
7 25 31
5
3 4 10
8 6 1
8
23 FH Ex DN150 PVC-U
57 R.L 108.0 3
21 4 6
5 29
2 Sewer connection 1
DN150 PVC-O ex7 manhole
19 8 51
6 Water main 4
4
9
17 49
8
12 15 6 27
11
DN150 PVC-U 2
Denotes indicative
13
7 4
5
Sewer Main hydrant
47
FH
41
R.L 115.0 6 15 25
1
42 62 5
17
37 3
10
23
19
134A 12
35 21
FH
R.L 123.00 14 Sewer connection 2
21
ex manhole
132A 23
16
31 38 29
2C 1A
2B 2 DN150 PVC-U 19
2A Ex DN150 PVC-U
4
Sewer Main
29 25
11/4 10/4
34 36
128A
3A
25 32 2/3A 27 17
6 1/3B
30 2/3B
8 3B
28
3D 3C
23 19
24
124 8A 1/3C
3C
26 5
10
1/5 6A
22 8B 2/5
3/5
4/5
21 5/5
10A 7 15
22A 22B
122 6/12 5/12 1/7 2/7
08/08/2023, 09:50:27 Note: 1:2,257
Fire hydrant (FH) surface levels are 0 0.03 0.05 0.1 mi
Water System Valve Water Auxiliary Valve Water Trunk Main Manhole Cadastre indicative and are to be confirmed at
detailed design.
Water Fitting Reflux Trunk Main Sewer Gravity Main Base Any discrepencies are to be reported to 0 0.04 0.08 0.16 km
Covey Associates Pty Ltd for
Tee Scour Reticulation Main Trunk Main Easement determination.
Source: Esri, Maxar, Earthstar Geographics, and the GIS
Cross Water Hydrant Sewer Manhole Reticulation Main Strata (Lot) User Community
Covey Associates Pty Ltd
Tapping Device Hydrant Maintenance Shaft Unitywater Operational Area Sketch
Date: 8.8.23 | Drawn: AG
Unitywater
© State of Queensland (Department of Resources), 2023 | Moreton Bay Regional Council 2015. For information and updates, planning scheme amendments or other planning related enquires contact MBRC Strategic Planning ([email protected]) For technical enquires regarding the
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