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RFI - Attachment 1 - Traffic Engineering Response Letter
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1
E
4.284ha
E
E
53
7
6.
15
15
8
15
98
7.
15
1
57
8
8.
22
159 LINETYPE LEGEND
15
1
9.
15
DENOTES GRAVEL
BANK BOTTOM
23
E
9.
15
8 BANK TOP
DENOTES CONCRETE
160 15 BATTER
CROWN
DENOTES BUILDING GUTTER
5
8
2
9
6
08
4
4
0
2
1.
2
161
1.
1.
1.
7
9.
16
GRAVEL
16
0.
16
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9
15
16
15
E
BITUMEN
DENOTES BITUMEN
KERB
162 CONCRETE
160
2.931ha
DENOTES PAVING E ELECTRICAL
WATER
8 7
163 DENOTES DAM/POOL DAM/POOL
0.
E
16
6 9
91
SEWER
2.
161
5
16
6
3.
4.
16
5
16
DRAINAGE
0
5.
DENOTES TREE
16
11
164 TREELINE
5.
162
16
GARDEN
53
4.
16
TELSTRA
BUILDING
E
165
10
PAVING
163
3.
16
RETAINING WALL
WALL
43
4.
164
16
0
GUARDRAIL
5
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166
16
72
FENCE
8
6.
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165
16
7.
BDY
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77
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7.
7.
16
MAJOR CONTOUR
51
16
7.
MINOR CONTOUR
16
51
167 166
99
5.
6.
16
16
59
167
7.
16
9
STORMWATER GRATE
5
08
8.
16
9.
168
16
E
STORMWATER MANHOLE
42
168 SW
9.
54
16
9.
50
16
S SEWER MANHOLE
9.
PROPOSED ACCESS
43
16
BM: Peg 169
9.
16
169
165
RL: 169.30 EJ ELECTRICITY JUNCTION BOX
9.
16
13 170 TELSTRA PIT
2
E
7
92
9
33
9
0.
WATER METER
9.
9.
9.
WM
BY MODUS
17
62
6
0.
16
16
16
8
170
17
79
0.
0.
17
17
0.
171 H HYDRANT
17
94
0.
STOP VALVE
86
17
0.
17
87
171 POWER POLE
1.
9
1
17
17 .39
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4
E
7731
1.
58
LIGHT POLE
1. .68
53
1
1. 9
17
17
17 1.5
77
11.
64
1.
80
1.
Scrub
17 71
27
17
1.
17
Scrub
17
BENCH MARK
1
17
2.
Camphor Laurel Scrub Scrub
17
Scrub
40
172 Wattle
46
19
172
7
2.
2.
4
2.
17
2.
Transformer
17
17
17
Gate
93
72
E
87
2.
2.
173
173 E
2.
0
3. 17 173 17 17 17
3.
8
173
17
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Wattle
2 8
17
65 7 .6 .3
6 73
5
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57 3. .6 3 3
6 73. 3.8 62
Wattle
4
1
3.
Wattle
3.
17
17
52 3.5 .59
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E
79 1
73
E
59 9
3
8
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3. 3.5
17 17
8 1
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3. .7
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4.
3. .52
4.
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3. 3.6
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4.
3. .8
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4.
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arking
4. 4.1
4. .20
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Line M E
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20
6. 7
6.
17 75.
36
70 7
17 6.2
174
4. 4.6
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61 8
1
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4. 4.6
17
17 17
17
MOUNTAIN
E
17 17
83
6.
16
E
4
Lin
17
7
RA
6.
5
38 2
e
30 9
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