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Appendix A - Proposal Plans
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WM WATER METER
H HYDRANT
STOP VALVE
POWER POLE
LIGHT POLE
BENCH MARK
Existing buildings shown shaded from survey to be
demolished.
Concrete block wall to be in accordance with structural
Existing driveway and cross over shown engineers design and detail. Provide Rockcote acrylic
shaded from survey to be demolished. Existing render system with sponge finish and painted with selected
6
kerb profile to be made good. colour in accordance with final colour selections. Refer to
Rockcote for full coating system details. Provide drainage
to hydraulic engineers details.
MH S
LL1.48 89°59'15"
71.545
3
1 .4
2
1 .4
1
1
2 .1
2 .1
WM 6
6
1 .4
H
1
1 .8
Gum
4
2
1
2 .1
2 .1
3
CP
1 .7
Palm
985m²
350RCP
179°59'15"
IL0.58
359°59'15"
IL0.09
IL0.16
SWP MH 600RCP PROPOSED 4X UNIT IL 0 .
07
27.534
27.534
6
.2 1
LL1.45
DWELLINGS
1 .6
SWP MH
LL1.65
IL 0
3
600
RCP
IL-0
.0 5
IL-0.07 600RCP
SWP MH
985m² LL1.48
P
RC
450
CP
Top Wall 2.40
7
WM
1 .4
5
1 .5
GRATE
6
1 .4
Existing water meter shown from survey to be
demolished. Water meter for new development
to be via northern meter.
71.545
269°59'15"
Existing stormwater main to be relocated in accordance with
hydraulic engineers design and detail.
GTP103989
Site plan
1:100
/Users/benthornton/Docs/Cadfiles/2015 - HRS Developments/Archicad/
25012021/2015.pln
Braeden Constructions Pty Ltd
Mobile: 0418 505 117 project Attached Residences lot no. 1&2 project number
for HRS Developments Pty Ltd plan no. RP 72986 2015
braedenconstructions.com.au
[email protected] 30-32 James Street drawn BT drawing number
QBCC: 1017247 at Noosaville scale (A1) 1:100 Rev Details Date 02 © Braeden Constructions Pty Ltd
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