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7.0 Site Surveys
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3.
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3.
9
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22
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17 12
LEGEND:
12 Road Terrain
3.
9°
11
12
Kerb Back Driveway
47 44'
3.
12
.8 5 Kerb Invert Footpath
89 0" Edge of Bitumen Slab Edge
Edge of Gravel Retaining Wall Base
95
Road Crown Retaining Wall Top
2.
12
63
123 Traffic Park Meter Change of Grade
3.
Traffic Light Top of Bank
12
94
2.
Traffic Pit Toe of Bank
12
Traffic Sign Waterline
Traffic Post Box Garden Edge
82
Creek Toe of Bank
2.
Structures
B
12
69
Building Line Creek Top of Bank
3.
77
Creek Invert
ru
12
Ve Roof Ridgeline
2.
g Fence Line Creek Waterline
12
Bu etat Tree
ce
89
Gate
2.
ffe ion Hand Rail Tree Canopy
77
12
36
r Cattle Grid
2.
Control Point/PSM
3.
12
12
H Bollard
47
Drainage
3.
Sewer Drainage line
ig
D(*)
12
32
S(*) Sewer Line Open Drain
3.
hw Manhole
12
Valve
56 Inspection Opening Field Inlet
2.
12
Manhole Downpipe
ay Communications
19
Electrical
35
3.
47
Electricity Line C(*) Communication Line
2.
E(*)
12
83
2.
12
EOH Overhead Line TOH Overhead Line
12
2.
12
Pits/Manholes Pits/Manholes
31
14
Pole Pillar
2.
3.
12
Street Light Gas
12
03
Light In-Ground G(*) Gas Line
3.
12
Water Valve
12
78
3 W(*) Water Line Marker
1.
71
12 Meter
2.
Valve
12
12 H Fire Hydrant
69
66
2
Tap Subsurface Utility -QL
1.
1.
80
12
12
Sprinkler * (A) * Quality A (H±50mm,V±50mm)
71
2.
86
2.
12
Fuel * (B) * Quality B (H±300mm,V±500mm)
1.
12
* Quality C (H±300mm,2D)
12
45
Fuel Line * (C)
60
P(*)
2.
2.
Fitting * (D) * Quality D (Exist Record)
9
12
2
12
1.
2
2
78
12
35 1
1.
64
43
12
2.
89
30 .2
1.
12
1.
9° 32
12
12
44 NOTES:
83
'50
48
76
1.
9
2.
"
0
83
12
1.
12
1.
1. Drawn to scale on an A3 sheet.
0.
12
12
32
99
12
2. Contour Interval... 0.25m
.
0.
22
Ve
18
12
74
35 1
3. All levels are in metres on the Australian Height
2.
g
1.
Bu etat
12
2.
12
Datum referred to PSM190989 - RL 120.402 AHD
12
5
12
9
1 ffe ion
0.
situated in Taylor Court, Cooroy.
12
22
r
0.
4. All Boundaries are vide title and subject to
67
12
12
0.
84
2 confirmation by survey.
12
0.
12
42
0. 5. The Location of Underground services are in
81
12
01
accordance with AS5488:2019, the Australian
83
0.
2.
60
12
81
12
1.
Standard for classification of Subsurface Utility
2
1.
61
12
0.
8
12
1.
1.
12
Information (SUI). The exact nature and location
12
12
72
76
of these services should be confirmed prior to
9.
0.
11
12
75
construction.
1.
6. Field Survey Completed on 5/7/2021
12
82
9.
73
2
11
0.
7
0
0.
12
1
12
12
12
42
1.
11
41
12
76
9.
67
1.
11
0.
12
0.
12
77
11
12
0.
22
1.
12
4
12
28
1.
2
1
12
1.
0.
125
12
6
12
0.
Level datum: AHD Derived (PSM190989)
12
12
01
1 Horiz datum: MGA Derived DCDB (05/18)
6
1.
.2
61
12
21
Coord Origin: PSM (Form 6) (PSM190989)
0.
21 1
37
12
GDA System: GDA94 Coordinate System: Plane 1:1
2
64
8.
8
1.
8.
11
0.
Meridian: DCDB
12
11
12
6
98
4
46
0.
58
0.
119
9.
12
Title:
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0.
63
64
11
12
0.
0.
VERIFICATION PLOT
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12
30
0.
55
44
12
20
0.
Lots 1-4 SP324340
0.
07
12
8.
12
12
0.
11
91
9°
12
0.
118
2 43 44'5
40
Taylor Court, Cooroy
12
62
85
21
0.
0.
86
0.
.2 0
0.
12
12
25 "
12
9.
12
SP324340
11
81
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