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7.0 Site Surveys
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
2 6
4.
12
82
01 "
0
3.
3'5
93
12
3.
°4
12
.0
39
10
76
3.
11
17
12
4.
4.
12
12
46
3.
8.
12
45
30 35
3.
46
9° 1
17
12
3.
43
4.
59
12
'30
12
3.
12
"
12
06
4.
4.
12
12
22
3.
LEGEND:
17 12
12 Road Terrain
05
3.
9°
4.
11
Kerb Back Driveway
12
47 44'
12
3.
Kerb Invert Footpath
12
.8 5
89 0"
124
Edge of Bitumen Slab Edge
Edge of Gravel Retaining Wall Base
94
95
Road Crown Retaining Wall Top
3.
2.
12
43 1
Traffic Park Meter Change of Grade
12
63
123
"
0
'50
3.
3
21 6.9
Traffic Light Top of Bank
12
94
33
Traffic Pit Toe of Bank
1
2.
3.
9°
12
12
Traffic Sign Waterline
SP197517
55
Traffic Post Box Garden Edge
3.
82
12
Structures Creek Toe of Bank
2.
8.
12
Building Line Creek Top of Bank
69
30 12
3.
9° 0 Roof Ridgeline Creek Invert
12
17
43 Ve Fence Line Creek Waterline
3.
28
'30 g
12
Bu etat
Tree
3.
50
Gate
84
"
12
3.
10
Hand Rail Tree Canopy
2.
ffe ion
12
31
3.
12
36
12 Cattle Grid Control Point/PSM
12
r
2.
3
3.
12
Bollard
12
Drainage
11
0
47
05
0
3.
3.
3.
Sewer D(*) Drainage line
3.
12
75
12
12
12
123 Sewer Line Open Drain
2
99
S(*)
2.
3
12
3.
2.
Valve Manhole
12
12
06
Inspection Opening Field Inlet
2.
09
14
04
Manhole Downpipe
12
2.
2.
2.
12
12
Communications
12
Electrical
19
122 Communication Line
3.
E(*) Electricity Line C(*)
12
83
EOH Overhead Line TOH Overhead Line
2.
66
Pits/Manholes Pits/Manholes
12
89
2.
95
Pole Pillar
12
1.
14
1.
12
3.
Street Light Gas
12
12
1°2 23
0"
03
Light In-Ground Gas Line
93
rt
G(*)
5'1
3.
.8
1.
Water Valve
62
12
12
33
89
2.
ou
12 W(*) Water Line Marker
1.
78
12
3
12
Meter
1.
21
71
12
Valve
2.
12
H Fire Hydrant
rC
82
12
38
2
1.
Tap Subsurface Utility -QL
2
2.
12
8
12
Sprinkler * Quality A (H±50mm,V±50mm)
1.
* (A)
42
12
Fuel * Quality B (H±300mm,V±500mm)
86
* (B)
2.
12
1.
* (C) * Quality C (H±300mm,2D)
ylo
P(*) Fuel Line
12
45
22
Fitting * (D) * Quality D (Exist Record)
2.
2.
12
12
1
78
72
1.
1.
Ta
12
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