Concept Plan
P/L
50
REGIO
NAL
TOTAL SITE AREA:
RAIL
LINK
4.50
887
885
883
D
881
TEL
X
E
E
10
15
13
11
9
S
2.00
D
3
12
E
21
19
17
15
13
32.80
16
32.80
16
16
13.50
32.30
32.30
32.30
14
14
16
16
14
16
16
16
28
28
14
15.25
14
16
32
32
16
32
16.75
14
32
16.75
16.75
15.25 16
14
PROPOSED RETARDING BASIN
16.43
12.50
16
14
12.50
13 32
PROPOSED PLANTATION RESERVE
16
14 16.75 16.25
15.25
RETARDING BASIN 0.9ha
47
16
28
14
28
14
12.50
14
16
12.50
12.50 14
16
14
794
166 1 11
13
162
160
24
8
6
128
4
156
1 9
7 11
125 126
7
13
154 17
11
9
19
21
16 9
8
150
30
32
D
S
18 11
152
23
5 7
E
13
15
28
3.00
20
S
127
26
22 15
13
2.00
10
158
9
2
2.00
12
17
13
S
2
2.00
14
S
D 2.00
12
130 129
E
23
14
11
2.00
E S S
25
14
32
S
27
807
12.50
19
S
16
13
11
E
E
18
48 16
14
16
E
E
3
S
20
14
12.50
15
10
11
3
D
22
3.00
24
15.14
17
5
132
E
26
809
D
3.00
9
10
4
4 5
3.00
872
870
5 133
E
28
28
16
131
E
26
7
D
30
874
PROPOSED UNENCUMBERED RESERVE
16
E
S
2.00
876
811
S
E
28
4
D
3.00
S
30
2.00
/S P/LIN
E E
813
880 5.50 G TELW
E
878
6
134
17
14.01
19 6
X 19
28
PROPOSED ACCESS STREET L1
16.36
14
D
21
15.25
14
3.00
23
16
14
8
9 136
S
25
14
12.50
ROAD
P/LINE
D
27
E
815
135
S
29
882
32
8
817
5.50 G TEL W/S
884
12.50
14
E
12
14
12.50
E
14
14
13.50
S E
16
E P/LINE
2.00
29
X 7
6
18
32
16.75
W/S
8
E
20
886
S
2.00
22
31 34
X
7
138
D
24
16
16
16 14
14
32
140
E
26
16.75
12.50
FUTURE CONNECTOR STREET
137
2.00
28
3.00
30
16
16
16
28
TEL
S
32
14
32
D
819
32
16
15.25
14
G
E
890
888
12.50
14
W/S
D
3.00
38
ARTERIAL ROAD (WITHIN ROAD WIDENING)
X
877 139
36
28
E
4.00
879
2.00
821
G
16
16
32
2.00
892
S
33
LEAKES
W/S
13.91
46
889
14
E
891
S
893
ARTERIAL ROAD 12.50
2.00 D
895
12.50
E
897
2.00
16
32
32
33.14
14
28
50m 899
E
901
823
894 40
15.25
18
12.50 28
32
16
12
16
12.50
12.69
32
14
16
16
12
Approx.
RD
E
896
35
16 12.50
14 14 16 16
12
16.75
16
16 14
12.50
12.50 16
16.25
16.80
30 30 16
16
14
12.50
32
15.75
32
28
12.50
14
17.67
14
14
16
16
32
12.50 12.50 27.60
28.01
16.49
16
16
32
12.50
28
16
16
12
18.16
14
15.75
12
12
16.25 32
32.30
30 12
14
15.75
16
32
32
12
16
16
12
14
16.25
16 14
32.02
14
32
14
E
RD 42
903
13.50
30 7
30
14
17.13 14
30
16
898 825
32
14
16
E
E
24
13.50
49 34.50 16 14
12.50 14
14
17.13
14
16
16
34.36
W/S P/LINE
14 12.50 14
14 14
16 16.88
14
900
44
16
16 9.50
17.23
T
9.50 7.5 0 7.50 7.50 7.5 0 7.50 7.50
17.71
G
8
15.94
5.50
915
16
16
RESERVE 0.7ha
17.82
E
12.50
14
32
32
16.25
ROAD WIDENING
12.50
16
10.82
W/S P/LINE
28
16
13.50 46 G T
5.50
9.50
32
16 16.03
14
14
917
16
16
14
12.50
14
14 16
12.50
14
12.50 12.50 12
12.50
28
14
14 12
12.50
12
12
7.50 7.5 0 7.50 7.50 7.5 0 7.50 9.50
12
12.50
12
16.42
17.55
13.50
32
32 12
28
15.75
12.50
28
12
12
30
34.50
34.50
16
14
12.50
16
16
14
14 12.50
14 12.50
12
17.31 10.00
32
12.50
12.50 12.50
12
17.30
18.42
12
28
12.50
12.50 12.50 14
14 12.50
28 12
33.75
16
14
12.50
14 14
14
14
12.50
12.50
12.50
14
12.50
12.50
14
32
12
14
16
12.50
28
33.01
14 28
12.50
16
16
14
14
14
14
32
32
12.50
12.50
16
16
32
14
14
14
16
16
28 32
12.50
16
12.50
TARNEIT
16
32
16
14
14
16
32
16
14
16 32.66
15.50
16
14
32
14
16
12.50
ON)
34.50
14.50
28
16
14
14
CONST RUCTI
14
32
14
12.50
16
R
14
16
34.50
14
32
32.08
(UNDE
14
32
14
34.50
32
14
16
12.50
14.50
12.50
16
14
13.50
16
15.25
12.50
13.50
12.50
ROAD
W/S
31.43
21.7ha
LOT YIELD: 303
3
5
7
9
11
Subdivision Master Plan DATE: 19 Dec 2013 REF: 29474 001 DWG: 2947400BC
0
50
100
150
scale 1:4000 @ A3
NOTE: This plan is for discussion purposes only and represents indicative outcomes for future assessment and review.
830 LEAKES ROAD, TARNEIT
50
REGIO
NAL
TOTAL SITE AREA:
RAIL
LINK
4.50
887
885
883
D
881
TEL
X
E
E
10
15
13
11
9
S
2.00
D
3
12
E
21
19
17
15
13
32.80
16
32.80
16
16
13.50
32.30
32.30
32.30
14
14
16
16
14
16
16
16
28
28
14
15.25
14
16
32
32
16
32
16.75
14
32
16.75
16.75
15.25 16
14
PROPOSED RETARDING BASIN
16.43
12.50
16
14
12.50
13 32
PROPOSED PLANTATION RESERVE
16
14 16.75 16.25
15.25
RETARDING BASIN 0.9ha
47
16
28
14
28
14
12.50
14
16
12.50
12.50 14
16
14
794
166 1 11
13
162
160
24
8
6
128
4
156
1 9
7 11
125 126
7
13
154 17
11
9
19
21
16 9
8
150
30
32
D
S
18 11
152
23
5 7
E
13
15
28
3.00
20
S
127
26
22 15
13
2.00
10
158
9
2
2.00
12
17
13
S
2
2.00
14
S
D 2.00
12
130 129
E
23
14
11
2.00
E S S
25
14
32
S
27
807
12.50
19
S
16
13
11
E
E
18
48 16
14
16
E
E
3
S
20
14
12.50
15
10
11
3
D
22
3.00
24
15.14
17
5
132
E
26
809
D
3.00
9
10
4
4 5
3.00
872
870
5 133
E
28
28
16
131
E
26
7
D
30
874
PROPOSED UNENCUMBERED RESERVE
16
E
S
2.00
876
811
S
E
28
4
D
3.00
S
30
2.00
/S P/LIN
E E
813
880 5.50 G TELW
E
878
6
134
17
14.01
19 6
X 19
28
PROPOSED ACCESS STREET L1
16.36
14
D
21
15.25
14
3.00
23
16
14
8
9 136
S
25
14
12.50
ROAD
P/LINE
D
27
E
815
135
S
29
882
32
8
817
5.50 G TEL W/S
884
12.50
14
E
12
14
12.50
E
14
14
13.50
S E
16
E P/LINE
2.00
29
X 7
6
18
32
16.75
W/S
8
E
20
886
S
2.00
22
31 34
X
7
138
D
24
16
16
16 14
14
32
140
E
26
16.75
12.50
FUTURE CONNECTOR STREET
137
2.00
28
3.00
30
16
16
16
28
TEL
S
32
14
32
D
819
32
16
15.25
14
G
E
890
888
12.50
14
W/S
D
3.00
38
ARTERIAL ROAD (WITHIN ROAD WIDENING)
X
877 139
36
28
E
4.00
879
2.00
821
G
16
16
32
2.00
892
S
33
LEAKES
W/S
13.91
46
889
14
E
891
S
893
ARTERIAL ROAD 12.50
2.00 D
895
12.50
E
897
2.00
16
32
32
33.14
14
28
50m 899
E
901
823
894 40
15.25
18
12.50 28
32
16
12
16
12.50
12.69
32
14
16
16
12
Approx.
RD
E
896
35
16 12.50
14 14 16 16
12
16.75
16
16 14
12.50
12.50 16
16.25
16.80
30 30 16
16
14
12.50
32
15.75
32
28
12.50
14
17.67
14
14
16
16
32
12.50 12.50 27.60
28.01
16.49
16
16
32
12.50
28
16
16
12
18.16
14
15.75
12
12
16.25 32
32.30
30 12
14
15.75
16
32
32
12
16
16
12
14
16.25
16 14
32.02
14
32
14
E
RD 42
903
13.50
30 7
30
14
17.13 14
30
16
898 825
32
14
16
E
E
24
13.50
49 34.50 16 14
12.50 14
14
17.13
14
16
16
34.36
W/S P/LINE
14 12.50 14
14 14
16 16.88
14
900
44
16
16 9.50
17.23
T
9.50 7.5 0 7.50 7.50 7.5 0 7.50 7.50
17.71
G
8
15.94
5.50
915
16
16
RESERVE 0.7ha
17.82
E
12.50
14
32
32
16.25
ROAD WIDENING
12.50
16
10.82
W/S P/LINE
28
16
13.50 46 G T
5.50
9.50
32
16 16.03
14
14
917
16
16
14
12.50
14
14 16
12.50
14
12.50 12.50 12
12.50
28
14
14 12
12.50
12
12
7.50 7.5 0 7.50 7.50 7.5 0 7.50 9.50
12
12.50
12
16.42
17.55
13.50
32
32 12
28
15.75
12.50
28
12
12
30
34.50
34.50
16
14
12.50
16
16
14
14 12.50
14 12.50
12
17.31 10.00
32
12.50
12.50 12.50
12
17.30
18.42
12
28
12.50
12.50 12.50 14
14 12.50
28 12
33.75
16
14
12.50
14 14
14
14
12.50
12.50
12.50
14
12.50
12.50
14
32
12
14
16
12.50
28
33.01
14 28
12.50
16
16
14
14
14
14
32
32
12.50
12.50
16
16
32
14
14
14
16
16
28 32
12.50
16
12.50
TARNEIT
16
32
16
14
14
16
32
16
14
16 32.66
15.50
16
14
32
14
16
12.50
ON)
34.50
14.50
28
16
14
14
CONST RUCTI
14
32
14
12.50
16
R
14
16
34.50
14
32
32.08
(UNDE
14
32
14
34.50
32
14
16
12.50
14.50
12.50
16
14
13.50
16
15.25
12.50
13.50
12.50
ROAD
W/S
31.43
21.7ha
LOT YIELD: 303
3
5
7
9
11
Subdivision Master Plan DATE: 19 Dec 2013 REF: 29474 001 DWG: 2947400BC
0
50
100
150
scale 1:4000 @ A3
NOTE: This plan is for discussion purposes only and represents indicative outcomes for future assessment and review.
830 LEAKES ROAD, TARNEIT
