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Sewer MH: Scale 1:250
IL: 10.372
Type: 150 RCP
D (D)
0m 5 10 15 20 25 108
SP106085
B)
S (
49
48 SP298783 EMT.Y
SP106085
SP298783
D (D)
LEGEND:
Road Terrain
Kerb Back Driveway
Kerb Invert Footpath
987 (B)
Edge of Bitumen Slab Edge
83
SP2 TS. V
Edge of Gravel Retaining Wall Base
Road Crown Retaining Wall Top
Traffic Park Meter Change of Grade
Traffic Light Top of Bank
EM
Traffic Pit Toe of Bank
Timber fence // // Traffic Sign Waterline
// // // // Traffic Post Box Garden Edge
// // 7.74
349°23
D (D '
// 8.32 7.97 Structures Creek Toe of Bank
88°10'50"
// 9.14 8.71
8
// 9.47 Creek Top of Bank
2.967
// 9.80 Building Line
// // 10.44 10.05 Roof Ridgeline Creek Invert
// 11.51 93.515 10.69
//
D (D) Fence Line Creek Waterline
)
13.08 12.59 11.94 8.43
12.27 9.17 8.81 Gate Tree
8.03 7.75 Tree Canopy
B)
Hand Rail
13.12 9.50 Cattle Grid
(D)
Control Point/PSM
D //
e
S (
nc
Co Bollard Drainage
ncr 9.91
r fe
13.09 ete Sewer D(*) Drainage line
d rive 12.70 10.74
be
10
10.55 S(*) Sewer Line Open Drain
wa 12.27 11.60 10.17
Tim
y Valve Manhole
12.86 8.83 Inspection Opening Field Inlet
11.03 8.45 8.10 Downpipe
9.60 Manhole
brick house with subfloor space
Electrical Communications
EMT.AA
//
12.57 E(*) Electricity Line C(*) Communication Line
Single storey Timber and
12
Overhead Line TOH Overhead Line
12.14 11.62
SP106085 EOH
Pits/Manholes Pits/Manholes
10.74 Pole Pillar
75
B)
9.23
D)
11.19 10.32 Street Light Gas
9
D 30"
S (
8.85
43,494.22 mm
(
.47
Light In-Ground Gas Line
Concrete RP71151 Water
G(*)
Valve
'
9.78
// 20
9.98
°04
12.78 W(*) Water Line Marker
12.54 8.52
31
9
Meter General
Valve Pothole
12.60 12.02 11.65 9.56 H Fire Hydrant
12.33 9.14
11.25 Tap Subsurface Utility - QL
T70 8.79 Sprinkler * (A) * QL-A (H±50mm,V±50mm)
10.85 Fuel * (B) * QL-B (H±300mm,V±500mm)
10.23 P(*) Fuel Line * (C) * QL-C (H±300mm,2D)
Ridge line Fitting * (D) * QL-D (Exist Record)
//
12.65 15.52 9.82
(D)
15.40
B)
12.60 T69
10.59
107
S (
12.40
Open face
D
garage
12.83 Concrete SP106085 NOTES:
12.30 11.61 // //
// // 1. Drawn to scale on an A3 sheet.
11.26 // 9.31
//
//
11
12.76 11.64 // // Chainwire fence 9.83 2. Contour Interval... 0.25m
88°08'10" // // // //
// //
// 10.99 10.51 3. All levels are in metres on the Australian Height
C (D)
//
95.930 11.68 Datum referred to (PSM53205) - RL 13.595 AHD
T67 Garden T29
T27 T28 situated in EUMUNDI RD.
12.03
4. All Boundaries are vide title and subject to
B)
T49
9.46 confirmation by survey.
S (
)
11.17 9.73
//
5. The Location of Underground services are in
(D
12.63 11.69 10.90 10.11
10.40
12
10.67 accordance with AS5488:2019, the Australian
D
11.96 Standard for classification of Subsurface Utility
T30 Information (SUI). The exact nature and location
of these services should be confirmed prior to
12.58 construction.
10
12.29 11.37 11.08 9.93
6. Area vide title - 3/SP208257 : 639m²
//
10.52 10.23
10.79 9.74
4 7. Area vide title - 77/RP71151 : 1831m²
.6
11 8. Area vide title - 76/RP71151 : 1927m²
EMT.AA
B)
12.17
)
9. Area vide title - 75/RP71151 : 1925m²
(D
12.98 12.67
SP106085
9
S (
"
10. Field Survey Completed on 18/05/2023
97
76
'30
// 23.
D
°04
12.94 11.37
RP71151 10.03
31
10.97 10.80 10.22 Level datum: AHD Derived ((PSM53205))
11.21 10.47
Horiz datum: MGA Derived GNSS (CORS)
Coord Origin: Arbitrary ((NE Cor Site))
12.42 11.77
11.95 GDA System: GDA2020 Coordinate System: MGA
11.50 EMT.BB Meridian: + 8°58'38" RP71151
SP106085
)
//
(D
B)
Title:
S (
Sewer MH:
12.22
10.54
10.43 10.20 D
102 VERIFICATION PLOT
10.72
IL: 10.849
11.54 11.43 10.92 // // SP106085 Lots 75-77 on RP71151, and Lot 3 on
//
//
Type: 150 RCP
11.64 // Chainwire
11.25 fence // //
11.90
12.32 88°08'10"
// // // 10.54 SP208257 - 79-83 Eumundi Noosa Road,
//
12.03
95.930 11.76 and 26 Headland Drive, Noosaville
11
103
12
Shed
14.27
Garden
15.30
Garden Client: Capital Prudential Pty Ltd
e
SP106085
nc
10.18
r fe /
Locality: Noosaville
Ridge line
be /
Ridge line
12.07 11.08 10.93 10.53
12.06 Local Gov: Noosa Shire Council
Shed 77
Tim
r ain 10.22 Surveyed By: WA Approved: CJ
ld RP71151
14.32
ra
15.36
Date Created: 26/05/23 Scale: 1:250
tu 11.76
Na 10.80
°04//2
10.91 File Ref: 230833
"
.75
10.59
'30
10.99
22
Plan No: 230833_001_VER Rev: A
31
Page 3 of 8 A3
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