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Amended Approved Plans MCU22/0180 & OPW22/0257
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DRAWINGS SHALL BE READ IN CONJUNCTION WITH RELEVANT ENGINEERS DESIGN AND DETAILS APPROVED PLAN
MCU22/0180 & OPW22/0257
NOOSA COUNCIL
7
.4
2. 12 JANUARY 2023
s2
m 00 New Fence by
O/
OM
P Client Selectionroof 43.46
2.3
tom 3
W
al
8
.2
6
l
.0
36
36
0' m
0
.0
"
43 5.96
00
36 12
19 9°00
1
°5
.7
67 '
5
.6
35
New Fence by Protect And Retain
2.4 Existing Trees
1
Client Selection
.1
4
36
6
1
7
m
.3
.2
.7
35
35
35
Proposed
mO 0
1
7
.9
2.0
SLMH 33.96
2.3 MP
.9
43
0
2
4
.4
.1
Residence 35.00 Approx IL 32.89
ck 3
35
36
TG MH
43 .120
tom 0
9
0'
.3
De
0
°5
34
34
1.3
2
.9
0
34.0
34
tom
1.0 l
SW
l
Wa
kl 33.64
O
mO 0
6
.6
/s
71
3 P
35
M
2.
CUT
3
5.
cl 33.78
.5
New Fence by 19
35
SW
Client Selection
e
sit
1
6
.8
.2
on
34
36
acph 3 m
9
TG
roo 38.78
.6
Private Open Space
okx
35
5
m
1.4
f 3
perc
00"
.5
218 5.54
8.8
SW
35
O 58m2 approx. FL 36.29 1
0'
/s kl 33.56
1
°0
3.
Approx SLMH 36.50 31 roof 40.19 Pr
not Fnd TG 38.76 roof 39.28 6.0 Ag opos Take Out Existing
4
° 5 3 18 m
0
.0
Approx IL 35.57
mO 0 g. e
1
002
.0
" ro
Dr d
SW
Small Trees
35
0' 6.3
40.2
FL 35.70
36
o
18.
f
Bin Area MP ive
38
.8
wa
roof
8
1
43
FL 35.69 21.
.4
y
e
39
6
36
308
sit
roof 39.35 Existing
.7
MH °0 m
35
SW
36.00 roof 39.35 kl 33.52
.on
.5 7
0'
perc m
14
.5
Residence 0 00" cl 33.64
okx
34
.0
.2
2
SW
6
39
35
1.1
1
28
36. Bin Area
.4
34
.00 acph
New Fence by
8
36
.8
et
34
re
SW
Client Selection
ing
Exist
35
St
SW O/
s5
0'
V rt
0
Carpo
.3
8°
TBM 2
16
21
Screw in kerb 38. kl 33.57 cl 33.66
SW
kl 35.88
RL 36.07 SW oof
rTG 38.12 Protect And Retain
MH
00
ting
m
Existing Trees
36.
00"
Exis ay
218 2.74
SW
65
0'
kl 35.70
ew
SW
1
Driv
°0
6.
35
/s
16 .27
O
31 .0
1° 21
cl 35.92 31 SW
'20
kl 33.64
8
SW
"
.5
35
kl 35.41 SW
ra
cl 33.73
tu
SW
n
1.2
Ve
13 SW 8
3
30 17 '
.0
5° 3. °34
35
21 3.17 2 Protect And Retain
'0
290 8 3.178 23
°48 Existing Trees
SW
' SW 261°41'
35.26
cl 35.36 kl 35.04
SW
Topography Schedule
SW
Or
EXISTING - SITE PLAN ea
lla kl 34.81 MH
kl 33.74
SCALE 1 : 200 OR cl 35.05
kl 34.74
SLMH 33.99
Approx IL 32.42
cl 33.81
Cut Fill Net cut/fill
EA kl 33.90
33.91
34.40 m³ 0.00 m³ -34.40 m³
0 5m 10 m LLA kl 34.41 kl 34.11
CR 34.40 m³ 0.00 m³ -34.40 m³
ES
35.00
CEN
T
AAA Design & Development Pty Ltd No. Cr
esc
en
Description
cl 34.53 Date Mat Deighton APPROVED Earthworks Plan
34/13 Norval Court, MAROOCHYDORE, QLD 4558 t cl 33.98 14 Orealla St, Project number D139-01 Revision
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567 Date 24/08/2022 3951- A114
Mob: 0422 039 247
design Drawn by R.S.
.00
email: [email protected] PROPOSED DWELLING For & on behalf of AAA
34
Development Pty Ltd
MH Design & Development Consulting Checked by D.L.T. Scale @A3 As indicated
cl 33.82
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