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Commercial site investigation data and classification report
Attached to the e-mail Ind Bus Type 2, Reconfigure a Lot (Access Easements) & Op Works (Comm site investigation report, Vehicle access & Stormwater Mgmt) - MCU18/0120, RAL18/0013 & OPW18/0197 .msg.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
121
1
.47
12
2
0.0
7
2.8
3
1.8m Chain mesh fence 0° 02' 45" SET BACK 11
1 12 12 12 12 12 12 12 12 12 9.4 12
1
50
50
11221 21 2. 2. 2. 2. 2. 2. 2. 2. 2. 2.
.
0. 3 .63 26 24 35 138.787 85
12
023 47 58 56 73 83 48
122 119.22
0.0
12119
2
PROPOSED 2. .2
Rock s
EMT C
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 SET BACK 55 6
SP197517
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
INDUSTRIAL C TENANCY 33G.F G.F : 110.0 m2 G.F : 110.2 m2
122 G.F : 107.4 m2 G.F : 110.2 m2 G.F : 110.2 m2
TENANCY 39G.F
FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400 FFL 121,400
tack w
TENANCY 32G.F TENANCY 35G.F G.F : 111.1 m2
all
G.F : 110.2 m2 G.F : 110.2 m2
LAND
FFL 121,400
USIL 119.26
DSIL 119.22
S
FFL 121,400 FFL 121,400
Sewer Manhole
C
121
A
Change of grade
16.737
12 12 12
0. 0. 12 1. 12 12
73 96 1.
BH2
1.
DC2
40 12
Back of layback kerb
Surface Level RL118.52
90° 08' 35"
12
BH1
DC1
12 04 61 1. 1. 12
0. 73
PING
0. 69 85 2.
62 33
122.23
LANDSCAPING
53
55
56
SCALE
0 1 2 3 4 5
41
42
43
44
45
46
57
58
59
50
51
52
47
48
49
38
12
60
11120 12 12 0. 12
11
8. .1 12 0. 0.2 32 2.
8. 97 01 0. 29 6 12 17
T r u s t
87
20 20 1
.0
8
12EMT I SP197517
2.
3%
Fall
07
5 12
2.
12
0 SP197517 12 06
0°
4
DRIVEWAY
3
12 12
119
1. 12
BH8
DC8
12 1. 67 1.
19 8' 4
11 1. 27 12 93
11 9. 12 01 1.
11 86 12 1. 94
.81 0"
11 9. 02
9. 9.87 74 12 0.
87 12 0. 80
11
40
12 56
9 0.
0.
27
31
1111 .30 02
32
33
34
35
36
11
.89
37
7.8.
9489
7.8
6
39
TENANCY 20G.F TENANCY 21G.F TENANCY 22G.F TENANCY 23G.F TENANCY 24G.F TENANCY 25G.F 12
30
12 1
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
TENANCY 26G.F 1. 21 1.
FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 FFL 120,950 74 .6 69
G.F : 111.0 m2 7
USIL 118.89
DSIL 118.88
FFL 120,950
118 Sewer Manhole
PROPOSED
29
Q u a s a r
BH4
DC4
Rock s
INDUSTRIAL B
Surface Level RL121.74
12
tac
0 12
E
12 1.
N
0. 53
I
12
RPD
k wall
12 12
L
51 1.
AREA
LOT 05 ON SP 197517
0. 1. 37
K
83 22
LUNCH
12
12 PARISH OF See the original
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