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Compiled Approved Plans MCU18-.010120, RAL18-0013.01, OPW18-0197.01 · MCU18/0120.01
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12
1.4
12
0.
12
7
07
0° 02' 45"
2.8
SET BACK
SP197517
1.8m Chain mesh fence
EMT C
3
11
9.
122 138.787 41
50
50
12
12 .3.302
12
12
12
12
12
12
12
12
12
12120
2.
1.
2.
2.
2.
2.
2.
2.
2.
2.
2.
1
PROPOSED
12
119.22
24
63
26
85
35
47
73
48 265
56
83
58
Rock
0
1
.0
12 Back
192.
INDUSTRIAL C TENANCY 33G.F 122 SET BACK
2
90° 08' 35"
Surface Level RL118.52
Sewer Manhole
DSIL 119.22 EMT I SP197517
USIL 119.26
.5
TENANCY 27G.F TENANCY 28G.F TENANCY 29G.F TENANCY 30G.F TENANCY 31G.F TENANCY 34G.F TENANCY 36G.F TENANCY 37G.F TENANCY 38G.F
stack
LAND
G.F : 111.1 m2 G.F : 110.2 m2 G.F : 110.2 m2 G.F : 110.2 m2 G.F : 108.8 m2 G.F : 110.0 m2 G.F : 110.2 m2 G.F : 107.4 m2 G.F : 110.2 m2 G.F : 110.2 m2
16.737
TENANCY 39G.F
FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 TENANCY 32G.F FFL 121,400 FFL 121,400 TENANCY 35G.F FFL 121,400 FFL 121,400 FFL 121,400
G.F : 111.1 m2
wall
of layback kerb
LANDSCAPING
G.F : 110.2 m2 G.F : 110.2 m2 FFL 121,400
121
SCAP
FFL 121,400 FFL 121,400
Change of grade
12
12
12
0 1 2 3 4 5
12
0.
12
ING
0.
1.
12
96
122.23
1.
73
1.
40
12
T r u s t
12
1.
12
61
12
04
1.
73
0.
2.
0.
85
69
3
62
SCALE 3
53
55
56
LANDSCAPING
LANDSCAPING
41
42
43
44
45
46
57
58
59
50
51
52
12
47
48
49
38
5
MH MH
60
12
1218
12 29
12
11
1
1
12
0.
0. .97
0.
12
8.
0.
32
2.
101
26
87
0.
17
20
2 0.
PROPOSED UNDERGROUND
12
12
08
2.
DRIVEWAY
WATER TANK REF. CIVIL ENG.
07
0 SP197517
12
R
1
REFER PARKING PLAN
22
VE
1
.0
9
SO
0
6
FOR TRAFFIC DIRECTION PAGE 3
.8 41 0
°
OS
119
CR
AY .
4
1
Q u a s a r
W NG
8
3 "
IV L E
12
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Section 2
12
' 21.
12
1.
DR VI
1.
67
12
1.
11
R CI
27
93
1.
9.
12
11 .87
01
FOEF.
86
94
1.
11
12
9.
11
02
R
9
0.
74
12
9.
80
0.
12
87
118 Sewer Manhole
11
56
12
0.
9. .8994
31
0.
27
.89
30
1117
02
32
33
34
35
36
11
1
37
DSIL 118.88
USIL 118.89
Surface Level RL121.74
8.
.86 7
39
40
19
TENANCY 20G.F TENANCY 21G.F TENANCY 22G.F TENANCY 23G.F TENANCY 24G.F TENANCY 25G.F
30
12
G.F : 110.4 m2 G.F : 109.4 m2 G.F : 109.4 m2 G.F : 109.9 m2 G.F : 110.0 m2 G.F : 109.4 m2
12
12 74
TENANCY 26G.F
1.
1.
FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950
1.
69
G.F : 111.0 m2
PROPOSED
67
FFL 120,950
12
Rock
INDUSTRIAL B
29
0
stack
12
E
PROPOSED UNDERGROUND
12
RPD
1.
LAND
LIN
53
wall
0.
12
LOT 05 ON SP 197517
WATER TANK REF. CIVIL ENG.
12
12
51
1.
PARISH OF Mooloolah
1.
0.
A T F
37
K
MH MH
22
83
12
AC
COUNTY OF Canning
12
0.
SCAP
SP197517
0.
SITE AREA: 10540 m2
65
MH
28
TB
11117
FOOTPRINT: 5342 m2
12
TENANCY 17G.F TENANCY 18G.F
11
TENANCY 12G.F TENANCY 13G.F TENANCY 14G.F TENANCY 15G.F TENANCY 16G.F TENANCY 19G.F
3
SE
8 .1
257°
1.
SITE COVERAGE = 50.6%
.2 4
6.
G.F : 149.6 m2
45
G.F : 97.9 m2 G.F : 97.1 m2 G.F : 97.1 m2 G.F : 97.1 m2 G.F : 149.6 m2 G.F : 97.1 m2 G.F : 97.9 m2
7
85
LOCAL AUTHORITY = NSC
1
11
6.M
ING
FFL 120,950 FFL 120,950 FFL 120,950
LUNCH AREA
12
FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950
9.
LANDSCAPING =11.9%
0
1.8
6,0
1.
93
27
(1259.64M2)
3.076
00
11
m
PARKING REQ. 59
9.
Ch
08' 15
4,7
62
11
ACHIEVED 60
ain
11 33
18
9.
11
11
35
9.
SP197517
9.
me
EMT G
16
9.
REF. PROJECT URBAN FOR
11
22
sh
12
L t d
8.
119
1.
31
f
LANDSCAPING DETAIL SURVEY INFORMATION
en Section 3
2
19
"
c
1
e
Chan
(PDW)1.5 M PEDESTRIAN ACCESS
5 6'
4
1111611
1
12
9
°
CONCRETE FOOTPATH
ge of
1
12
C5 C5
6
0.
.17
. 00"
.2
48.8
11
SP197517
12
0.
2
61
5
5
17
44
9.
0.
C O O R O Y
8 L
0
4
12
90
27
grade
11
0
0.
9.
90
55
7
11
SHEET INDEX - WORKING DRAWINGS A1 COM
9.
W
ANDS
35
at
P t y
12
Sheet No. Sheet Name Rev Description Date
e r
0.
PWD SHARE
TENANCY 08G.F TENANCY 09G.F TENANCY 10G.F
CONTAINER
TENANCY 06G.F TENANCY 07G.F
p
25
70
LAYDOWN
1 COVER D.A- RFI-A
lo
TURNING
G.F : 66.4 m2 G.F : 77.2 m2 G.F : 76.8 m2
20 PDW
G.F : 98.4 m2 G.F : 97.2 m2
t
12
RETAIN
26
27
28
t
CAPIN
SPACE
12
e
FFL 120,500 FFL 120,500 FFL 120,500 FFL 120,500 2 Site Plan D.A- RFI-A Landscape, HRV, Footpoath
LANDSCAPING
FFL 120,500
0.
d
RETAIN
12
0.
Ba
BAY
44
80
fro
3 Parking Plan D.A- RFI-A
0.
ck
81
m
ING W
4 Floor Plans A D.A- RFI-A
o
TENANCY 11G.F
f
DB
ING W
l a
5 Floor Plans A D.A- RFI-A
G
G.F : 77.8 m2
12
Y
yb
HATCH DENOTES 12.5 x3.5 HRV LOADING ZONE
D
ALL
PROPOSED UNDERGROUND
0.
11
FFL 120,500
ac
6 Elevations D.A- RFI-A
T
MH WATER TANK REF. CIVIL ENG.
a
22
ALL
e
9.
11 .02
k
n
ls
11
06
7 Floor Plans B D.A- RFI-A
d
8.
ke
t
11
11
r
9
12
s
90
ap
r
ur
8.
116.07
11
5
8 Floor Plans B D.A- RFI-A
b
0
.6
96
fa
.6
7.
l
H o l d i n g s
11
o
21
116
3
3
3
9 Floor Plans B D.A- RFI-A
c
tt
PROPOSED
24
e
9.
7.
23
e
12 .50
91
MH
d
f
77
10 Floor Plans B D.A- RFI-A
e
12
0.
C O U R T
12
fro
atu
SP197517
11
11
H
Section 4
52
0
INDUSTRIAL A
EMT D
BIORE
11 Elevations D.A- RFI-A
0.
9.
ATCH ENTION BAS
m
2
1
9.
r
10
62
es
20.4
.
43
8m C
DB
12 Elevations D.A- RFI-A
11
11
9.
9.
T
TENANCY 01G.F
Y
13 Floor Plans C D.A- RFI-A
DENOT
33
DSIL 118.5 el RL1
87
D
12
12 12
G.F : 110.3 m2
hain m S I G N A T E D S P E C .
an
USILface Lenvhole
0.
TENANCY 04G.F TENANCY 03G.F TENANCY 02G.F
0. 0.4
TENANCY 05G.F 14 Floor Plans C D.A- RFI-A
09
FFL 120,500
41 1
d
120
G.F : 152.9 m2 G.F : 109.5 m2
11
G.F : 109.5 m2 15 Elevations D.A- RFI-A Boundary wall
12
G.F : 110.4 m2
E
s
118 . 3
51
u
S
8.
FFL 120,500 FFL 120,500
0.
FFL 120,500
r Ma
r
FFL 120,500
D
96
16 Elevations D.A- RFI-A
fac
1
esh f e
61
118.5
22
20
E
12
I N T O 115.83115.
e
.5
0
Se e
.6
fe
4
Surw
11
0
atu
12
3
nce
5.
ENG .
12
0.
54
re
SET
44
0
s
.
B
56 12 4
7,7ACK
A REA FO
12
12 .1527
86
118.51
1
0.
12
0. 0.
12
T A Y L O R
2
0.
42
5
11
0.
0.
0
DRIVEWAY
119
49
5912
61
6.
ST
R
12
R
97
61
12 LIG E E T
0.
54
0.4
55
0. HT
Co
27
9 Ga
118
11 8.6
11
n
11
11
1
8. 7
c
11
11
15
6.
T
rete 20.
80
8.
12
116
11
LANDSCAPING
LANDSCAPING
87
8.
.4
85
t
0.
SETBACK
e
72
Surface Level RL118.52
4
50
BIN ENCLOSURE
11
1
19
11
12
UR
2
6.
7
9.
0.
17,183
11
99
55
73
48
°
9.
11
.
R
The text continues on section 5.
Used in these records
Compiled Approved Plans MCU18-.010120, RAL18-0013.01, OPW18-0197.01.pdfRelated documentApplication case desk ↗
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