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Attachment B - Approved plans MCU210027
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NOOSA COUNCIL
APPROVED PLAN
MCU21/0027 & OPW21/0047
10 JUN 2021
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
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.
1 2 3 4 5 6 7 8 9 10 11
7 200 5 690 1 710 7 490 7 105 7 105 7 490 1 710 5 690 7 200
MH S
LL1.48 89°59'15"
71.545
3
1 .4
2
1 .4
1
1
bdy to roof
2 .1
2 .1
2 552
6
bdy to wall
3 652
wall to be in accordance with
eers design and detail. Provide WM
c render system with sponge finish and
ected colour in accordance with final
s. Refer to Rockcote for full coating 3 800
bdy to pool waterline
A A
6
1 .4
11 349
H
1
1 .8
50mm powder coated aluminium
m screen/fence. Knotwood Silver
Gum
4
2
1
2 .1
2 .1
7 800
7 800
3
CP
1 .7
Palm
985m²
50mm powder coated aluminium
paces) to form screen/fence.
Wattle.
350RCP
179°59'15"
IL0.58
B B
359°59'15"
IL0.09
IL0.16
PROPOSED 4X UNIT
3 090
3 090
IL 0 .
SWP MH 600RCP 07
27.534
27.534
6
LL1.45
DWELLINGS
1 .6
C SWP MH C
LL1.65
3
600
RCP
IL-0
.0 5
4 200
4 200
IL-0.07
6 000
SWP MH
985m²
bdy to wall
LL1.48
P
D D
RC
5 400 6 555
450
bdy to fascia bdy to fascia
all to be in accordance with
ers design and detail. Provide
ne facing by Eco outdoor.
0mm powder coated aluminium
paces) to form automatic sliding gate.
bdy to roof
Wattle.
bdy to fascia
bdy to fascia
7 684
CP
bdy to roof
6 984
bdy to roof
7 000
Top Wall 2.40
6 384
6 400
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"
1 2 3 4 5 6 7 8 9 10 11
Existing buildings shown shaded from survey to be
demolished.
Concrete driveway and parking to be in accordance structural engineers design and detail.
Driveway to comply with AS2890.1. Provide new crossover in accordance with local authority
regulations. Driveway grades to be in accordance with AS2890.1. Driveway to in selected
exposed agg. concrete blend with tool joints as detailed, provide slip resistant clear sealer coat to
entire driveway, applied in accordance with manufacturers specifications.
GTP103989
Concrete block wall to be in accordance with structural engineers design and detail. Provide
Crackenback stone facing by Eco outdoor.
Site plan
1:100
/Users/benthornton/Docs/Cadfiles/2015 - HRS Developments/Archicad/
06052021/2015.pln
Braeden Constructions Pty Ltd
Mobile: 0418 505 117 project Attached Residences lot no. 1&2 DA05 Revised DA issue 7/5/21
project number
for HRS Developments Pty Ltd plan no. RP 72986 DA04 Revised DA issue 6/5/21
2015
braedenconstructions.com.au DA03 Revised DA issue 10/3/21
[email protected] 30-32 James Street drawn BT
P2 Preliminary issue 25/2/21
drawing number
Document Set ID: 21499551 QBCC: 1017247 at Noosaville scale (A1) 1:100 Rev Details Date 02 DA05 © Braeden Constructions Pty Ltd
Version: 1, Version Date: 17/06/2021
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