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//
88°08'10"
38.273
//
// // //
//
//
LEGEND:
Road Terrain
//
Kerb Back Driveway
Kerb Invert Footpath
Edge of Bitumen Slab Edge
Edge of Gravel Retaining Wall Base
Road Crown Retaining Wall Top
// Traffic Park Meter Change of Grade
Traffic Light Top of Bank
Traffic Pit Toe of Bank
//
Traffic Sign Waterline
Traffic Post Box Garden Edge
Structures Creek Toe of Bank
Building Line Creek Top of Bank
2 Roof Ridgeline Creek Invert
Fence Line Creek Waterline
SP208257 Gate Tree
//
Hand Rail Tree Canopy
//
Cattle Grid Control Point/PSM
102 Bollard
178°07'50"
Drainage
16.482
Sewer D(*) Drainage line
SP106085 S(*) Sewer Line
Valve
Open Drain
Manhole
3 Field Inlet
0"
21// 979
Inspection Opening
5'5
Manhole Downpipe
SP208257
.
C (D)
23
Communications
1°0
Electrical
//
E(*) Electricity Line C(*) Communication Line
Overhead Line TOH Overhead Line
C (D) EOH
Pits/Manholes Pits/Manholes
Pole Pillar
C (D) Street Light Gas
Light In-Ground G(*) Gas Line
Water Valve
//
W(*) Water Line Marker
Meter General
//
Valve Pothole
H Fire Hydrant
Tap Subsurface Utility - QL
// Sprinkler * (A) * QL-A (H±50mm,V±50mm)
//
SW Field inlet: Fuel * (B) * QL-B (H±300mm,V±500mm)
IL: 9.96 P(*) Fuel Line * (C) * QL-C (H±300mm,2D)
//
Sewer MH:
Type: 150 PVC Fitting * (D) * QL-D (Exist Record)
*Plotted from records*
IL: 7.69 (from records)
//
EMT B Type: 150 PVC
//
SP208257 Sewer MH: NOTES:
)
D (B
*Plotted from records* Sewer Line:
Sewer MH: SW MH:
S IL: 7.65 (from records) *Plotted from records*
//
101°5 IL: 7.10 1. Drawn to scale on an A3 sheet.
//
(D) IL: 8.838 2'20"
178°08'
Type: 150 PVC DS IL: 5.53 (from records)
3.640
- 15.3 Type: 150 PVC )
C (D
Type: 150 PVC 29 Type: 150 PVC 2. Contour Interval... 0.25m
Sewer MH: 3. All levels are in metres on the Australian Height
S (D) D)
IL: 8.888 Datum referred to (PSM53205) - RL 13.595 AHD
Type: 150 PVC S (C // //
10.335
) ) D ( situated in EUMUNDI RD.
C (D
14.890 // // //
// 268°08'20" 4. All Boundaries are vide title and subject to
S (D)
S
Sewer MH:
268°08'20"
S confirmation by survey.
(C) IL: 6.512
(D)
)
D (D
Type: 150 PVC 5. The Location of Underground services are in
)
S (C) S (D) C (D accordance with AS5488:2019, the Australian
)
SW MH: Sewer MH:
D (B
IL: 6.535 Standard for classification of Subsurface Utility
IL: 8.140
S (C) ) Information (SUI). The exact nature and location
S (D) D (D
Type: 525 PVC Type: 150 PVC
)
D (C) C (D
D (C) of these services should be confirmed prior to
D (C) D S (C) construction.
C (C) C (C) C (D) D C (D) C (D) C (D)
C (D) D ) 6. Area vide title - 3/SP208257 : 639m²
D D D (D 7. Area vide title - 77/RP71151 : 1831m²
8. Area vide title - 76/RP71151 : 1927m²
9. Area vide title - 75/RP71151 : 1925m²
10. Field Survey Completed on 18/05/2023
SW MH:
SW MH: IL: 5.86
IL: 8.146 Type: 600 RCP
Type: 300 PVC
)
SW MH: Level datum: AHD Derived ((PSM53205))
(D)
SW Gully trap:
IL: 7.05 (D SW MH: Horiz datum: MGA Derived GNSS (CORS)
Type: 525 RCP
D
IL: 8.27 IL: 7.05 Coord Origin: Arbitrary ((NE Cor Site))
S
Type: 300 PVC Type: 450 RCP GDA System: GDA2020 Coordinate System: MGA
Meridian: + 8°58'38" RP71151
Title:
Sewer & SW Services Map
Lots 75-77 on RP71151, and Lot 3 on
)
(D
(D)
SP208257 - 79-83 Eumundi Noosa Road,
D
and 26 Headland Drive, Noosaville
S
Client: Capital Prudential Pty Ltd
Headland Drive Locality:
Local Gov:
Noosaville
Noosa Shire Council
)
Scale 1:150
(D
Surveyed By: WA Approved: CJ
(D)
)
W (D
D
Date Created: 26/05/23 Scale: 1:150
0m 2 4 6 8 10 12 14 16 18
S
File Ref: 230833
D (D) D (D)
W (D) Plan No: 230833_001_VER Rev: A
Page 7 of 8 A3
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