Original source · versioned page text
Revised architectural plans
Attached to the e-mail Response to Information Request - MCU18/0120, RAL18/0013, OPW18/0197.
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Proposed Industrial
L O T 5 T A Y L O R C O U R T C O O R O Y
H a s s H o l d i n g s P t y L t d A T F Q u a s a r T r u s t
3d Perspective ( Indicative only) 3d Perspective ( Indicative only) 3d Perspective ( Indicative only)
Building A Building A LETTER BOXES Building A
3d Perspective ( Indicative only) 3d Perspective ( Indicative only)
3d Perspective ( Indicative only)
Building B OVERALL
Building B
3d Perspective ( Indicative only) BACK
3d Perspective ( Indicative only) 3d Perspective ( Indicative only) WALL, REF. ELEVATION BUILDING C
Building C Building C FOR MOR INFORMATION
STATUS- D.A -RFI DATE 10/09/2018
M // 0 4 0 4 7 6 6 8 8 3 L O T 5 T A Y L O R C O U R T C O O R O Y DRAWN- JRL CECKED BY:
- JRL
PROJECT NO SHEET SIZE SHEET NO.
A1
RL 18003
1 of 16
E // j a r m o 2 1 2 [email protected] o m
Proposed Industrial Hass Holdings Pty Ltd ATF Quasar Trust PLOT DATE:
10/09/2018
GSPublisherVersion 0.25.100.100
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Full text of sections 2 to 4 (of 31)
Section 2
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 122 SET BACK
2
90° 08' 35"
DSIL 119.22 EMT I SP197517
USIL 119.26
Surface Level RL118.52
Sewer Manhole
.5
TENANCY 27G.F TENANCY 28G.F TENANCY 29G.F TENANCY 30G.F TENANCY 31G.F TENANCY 33G.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
T r u s t
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
LANDSCAPING
of layback kerb
G.F : 110.2 m2 G.F : 110.2 m2 FFL 121,400
121
FFL 121,400
SCAP
FFL 121,400
Change of grade
12
12
12
0 1 2 3 4 5
12
0.
12
0.
ING
1.
12
96
122.23
1.
73
1.
40
12
12
1.
12
61
12
04
1.
73
0.
2.
0.
85
69
3
62
SCALE 3
LANDSCAPING
53
55
56
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
DRIVEWAY
2.
WATER TANK REF. CIVIL ENG.
Q u a s a r
07
0 SP197517
12
R
1
REFER PARKING PLAN
22
VE
1
.0
9
SO
0
6
FOR TRAFFIC DIRECT PAGE 3
.8 41 0
°
OS
119
CR
AY .
4
1
W NG
8
3 "
IV L E
12
12
' 21.
12
Section 3
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
32
33
34
35
36
02
11
1
37
Surface Level RL121.74
DSIL 118.88
USIL 118.89
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 INDUSTRIAL B
Rock
29
0
A T F
stack
NE
12
PROPOSED UNDERGROUND
12
1.
LAND
LI
RPD
53
wall
0.
12
WATER TANK REF. CIVIL ENG.
12
12
51
LOT 05 ON SP 197517
1.
K 1.
0.
37
MH MH PARISH OF Mooloolah
AC
22
83
12
12
COUNTY OF Canning
0.
SP197517
SCAP
0.
TB
SITE AREA: 10540 m2
65
MH
28
11117
FOOTPRINT: 5342 m2
12
TENANCY 17G.F TENANCY 18G.F
11
TENANCY 16G.F
SE
TENANCY 12G.F TENANCY 13G.F TENANCY 14G.F TENANCY 15G.F TENANCY 19G.F
3
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
M
11
ING
FFL 120,950 FFL 120,950 FFL 120,950
12
LUNCH AREA
FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950
LANDSCAPING =13.9%
9.
6.
0
1.8
6,0
1.
93
(1470M2)
27
3.076
11
00
m
PARKING REQ. 59
9.
Ch
L t d
08' 15
4,7 ACHIEVED 60
62
11
ain
11 33
9.
18
11
11
35
9.
SP197517
9.
me
EMT G
16
9.
REF. PROJECT URBAN FOR
11
22
sh
12
8.
119
1.
31
f
LANDSCAPING DETAIL SURVEY INFORMATION
en 2
19
"
c
1
e
Chan
5 6'
4
111187 11 1
1
12
Section 4
9
°
ge of
1
6.17
12
C O O R O Y
6
0.
. 00"
.2
48.8
11
SP197517
12
0.
2
61
5
5
44
9.
0.
0
4
12
90
27
grade
11
0
0.
9.
SHEET INDEX - WORKING DRAWINGS A1 COM
P t y
90
55
7
11
L
9.
W
Sheet No. Sheet Name Rev Description Date
ANDS
35
at
12
e
1 COVER D.A- RFI
PWD SHARE
r
CONTAINER
0.
TENANCY 06G.F TENANCY 07G.F TENANCY 08G.F TENANCY 09G.F TENANCY 10G.F
p
25
70
TURNING
LAYDOWN
2 Site Plan D.A- RFI
lo
G.F : 66.4 m2 G.F : 77.2 m2
20 P D W
G.F : 98.4 m2 G.F : 97.2 m2 G.F : 76.8 m2
t
12
RETAI
26
27
28
t
SPACE
12
e
LANDSCAPING
CAPI
FFL 120,500 FFL 120,500 FFL 120,500 FFL 120,500 FFL 120,500 3 Parking Plan D.A- RFI
0.
d
RETAI
12
0.
Ba
BAY
44
80
fro
4 Floor Plans A D.A- RFI
0.
ck
81
NING
m
5 Floor Plans A D.A- RFI
o
TENANCY 11G.F
NING
f
DB
NG
l a
G.F : 77.8 m2 6 Elevations D.A- RFI
12
Y
yb
WALL
D
PROPOSED UNDERGROUND
0.
11
FFL 120,500
ac
7 Floor Plans B D.A- RFI
T
MH WATER TANK REF. CIVIL ENG.
WALL
a
22
e
9.
11 .02
k
n
ls
11
06
8 Floor Plans B D.A- RFI
d
8.
ke
t
H o l d i n g s
11
11
r
9
12
s
90
ap
r
ur
8.
116.07
11
5
9 Floor Plans B D.A- RFI
b
0
.6
96
fa
.6
7.
l
11
21
o
C O U R T
116
3
3
3
10 Floor Plans B D.A- RFI
c
tt
24
PROPOSED
e
9.
7.
23
e
12 .50
91
MH
d
f
77
11 Elevations D.A- RFI FINISH SCH.
e
12
0.
12
fro
atu
SP197517
11
11
INDUSTRIAL A
H
52
0
EMT D
BIORE
12 Elevations D.A- RFI
0.
9.
ATCH TENTION B
m
2
1
9.
r
10
62
es
20.4
.
43
8m C
DB
13 Floor Plans C D.A- The text continues on section 5.