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LEGEND:
EMT.V EMT.Y Road Terrain
Kerb Back Driveway
48 SP298783 49 SP106085 Kerb Invert Footpath
Edge of Bitumen Slab Edge
SP298783 SP298783 Edge of Gravel Retaining Wall Base
108 Road Crown
Traffic Park Meter
Retaining Wall Top
Change of Grade
SP106085 Traffic Light
Traffic Pit
Top of Bank
Toe of Bank
349°23
Traffic Sign Waterline
88°10'50"
2.967
Traffic Post Box Garden Edge
8
12.27 11.94 93.515 9.17 8.81 8.43 8.03 Structures Creek Toe of Bank
14.09 9.50 Building Line Creek Top of Bank
'
9.91 Roof Ridgeline Creek Invert
12.48 12.27 10.74 10.55
10
11.97 11.60 8.83 Fence Line Creek Waterline
9
14.43 13.26 8.45
13.91 75 9.60 9.28 Tree
11
14
Gate
10.00
13
Hand Rail Tree Canopy
12
11.96 11.62
RP71151 EMT.AA
31 .479
14.06 9.23 Cattle Grid Control Point/PSM
"
"
10.53
'30
0
8.85 Bollard
4'3
9.98 9.78
SP106085 Drainage
20
12.80
°04
12.54
9
1°0
14.23 13.98 Sewer D(*) Drainage line
.99
13.70 12.32 12.02 11.65 9.56 9.14
11.25 10.35 S(*) Sewer Line Open Drain
21
23
10.85 Manhole
10.10 Valve
13.93 13.62 13.55 12.33 11.61 9.82 Inspection Opening Field Inlet
12.60 10.59
13.1013.0012.83 Manhole Downpipe
13.39
13.44
14.22 Electrical Communications
14.36 88°08'10"
11.99
11.97
11.61
11.26
10.51
107 E(*) Electricity Line C(*) Communication Line
Overhead Line TOH Overhead Line
95.930 SP106085 EOH
Pits/Manholes Pits/Manholes
ad
13.08 12.87 12.63 11.69 11.17 10.90 10.11 9.73 Pole Pillar
10.67 10.40 Street Light Gas
11.96
Light In-Ground
Ro
14
14.18 13.97 G(*) Gas Line
13.03 12.58 12.29 11.37 11.08 9.93 Water Valve
13.39
10
13.75 10.79 10.52 10.23
W(*) Water Line Marker
13.0713
76
"
General
'30
13.29 12.98 Meter
11
a
Valve Pothole
12
12.96
9
°04
os
RP71151
.97
12.81
9
10.97 10.80 10.47 10.22 H Fire Hydrant
"
13.89 11.21
.97
13.75
'30
31
Tap Subsurface Utility - QL
23
12.95 12.42 11.77
No
23
11.95
°04
12.78 11.50 Sprinkler * (A) * QL-A (H±50mm,V±50mm)
13.81 13.66 13.19 Fuel * (B) * QL-B (H±300mm,V±500mm)
31
13.05 12.94 12.61 12.22 10.54 10.43 * (C) * QL-C (H±300mm,2D)
13.78 13.06 10.72 P(*) Fuel Line
11.54 10.92 * (D) * QL-D (Exist Record)
Fitting
i
12.94 88°08'10"
nd
13.19 13.10
11.67 11.38
95.930 EMT.BB
mu
13.95 10.90
13.03 12.42 12.29 10.53
13.07 12.99 SP106085 NOTES:
°04 2
13
"
.75
13
12.65 12.38
'30
11.76
Eu
12.98
12.01 11.65 11.66 11.62 10.99 10.91 10.59
22
13.05 1. Drawn to scale on an A3 sheet.
77
"
'30
31
13.54 13.05 11.80 2. Contour Interval... 0.25m
13.06 12.96 12.93 12.50 12.23 12.01 10.75
2
12.99
°04
10.93 3. All levels are in metres on the Australian Height
12
.75
13.66 RP71151 11.75 11.64 11.51
11
31
Datum referred to (PSM53205) - RL 13.595 AHD
22
13.20
12.98 12.52 12.23 12.23 situated in EUMUNDI RD.
12.93 12.24 11.67
13.84 13.38 12.64 12.27 4. All Boundaries are vide title and subject to
88°08'10" 11.27 10.72
13.52 13 12.96 12.94
13
12.96
12.87 12.79
95.930 12.13 102 confirmation by survey.
5. The Location of Underground services are in
13.82 13.04 11
38.273
268°08'30"
10.79
10.68 SP106085 accordance with AS5488:2019, the Australian
Standard for classification of Subsurface Utility
EMT A 10.74 Information (SUI). The exact nature and location
SP208257 of these services should be confirmed prior to
178°07'50"
3 construction.
16.482
10.80
SP2082 6. Area vide title - 3/SP208257 : 639m²
"
9
0
1 57
.97
5'5
7. Area vide title - 77/RP71151 : 1831m²
2 10.77
23
1°0
8. Area vide title - 76/RP71151 : 1927m²
SP208257 10.66 10.60
21
SP208257 101°5
9. Area vide title - 75/RP71151 : 1925m²
178°08'
2'20" 10. Field Survey Completed on 18/05/2023
3.640
- 151.3 10.52
14.890
0 2
9 10.335
268°0 8'20" 268°0 8'20"
Level datum: AHD Derived ((PSM53205))
Horiz datum: MGA Derived GNSS (CORS)
Coord Origin: Arbitrary ((NE Cor Site))
Scale 1:600 GDA System: GDA2020 Coordinate System: MGA
Meridian: + 8°58'38" RP71151
EMT B
0m 10 20 30 40 50 60 70 SP208257
Title:
Natural Ground Survey
Headland Drive Lots &5-77 on RP71151, and Lot 3 on
SP208257 - 79-83 Eumundi Noosa Rd
and 26 Headland Dr, Noosaville
Client: Capital Prudential Pty Ltd
Locality: Noosaville
Local Gov: Noosa Shire Council
Surveyed By: WA Approved: CJ
Date Created: 26/05/23 Scale: 1:600
File Ref: 230833
Plan No: 230833_001_VER Rev: A
Page 8 of 8 A3
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