Original source · versioned page text
Attachment 3 - Revised Engineering Report (rec. 7.04.2025) MCU24-0165 & OPW24-0222
Original PDF page 26, section 1. The text section number identifies this passage in the reader.
90.04
165° //
90.06
56.93
90.36 90.37 90.15 90.11
2
D (C)
26'
1
//
90.22 90.15 90.06 90.10
90.05 SP316907
90.29 90.24 90.16 90.10
D (C)
Gravel 89.94
Colorbond fence
21 90.29 90.23
90.20
90.27 90.18
90.13 CP
14
//
//
P5015 SP316907
RP35096
D (C)
Steel shed
89.89
90.19 90.16 90.01
90.18 90.17
LEGEND:
90.08 90.04 90.00
Road Terrain
Kerb Back Driveway
//
D (C)
//0°00'
75.901
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
D (C)
90.10 89.92 Traffic Sign Waterline
90.16 90.05 Traffic Post Box Garden Edge
//
90.08
//
S (D)
90.14 90.08 89.97 Structures Creek Toe of Bank
Building Line Creek Top of Bank
90
Roof Ridgeline Creek Invert
Fence Line Creek Waterline
D (C)
Gate Tree
Tree Canopy
S (D)
Hand Rail
Cattle Grid Control Point/PSM
Bollard Drainage
90.13 90.15 90.07
//
Sewer D(*) Drainage line
//
89.89 S(*) Sewer Line Open Drain
Valve Manhole
D (C)
90.06 90.05
Gravel 89.97 89.93 Inspection Opening Field Inlet
S (D)
Timb
Pad Manhole Downpipe
Electrical Communications
Electricity Line C(*) Communication Line
er fe
90.07 E(*)
22 90.14 90.08 EOH Overhead Line TOH Overhead Line
90.12 Pits/Manholes Pits/Manholes
nce
P5015
//
D (C)
Pole Pillar
C (D Street Light Gas
S (D)
) SW Field Inlet: Light In-Ground G(*) Gas Line
//
IL: 89.559
C (D Type: 100 PVC Water Valve
) Marker
W(*) Water Line
Meter General
90.15 90.00 Valve Pothole
D (C)
90.15 90.11 90.08 90.03 H Fire Hydrant
Tap Subsurface Utility - QL
S (D)
//
Sprinkler * (A) * QL-A (H±50mm,V±50mm)
Sewer MH: Fuel * (B) * QL-B (H±300mm,V±500mm)
(Unable to open) 89.96 P(*) Fuel Line * (C) * QL-C (H±300mm,2D)
//
IL: 88.45 (from records) D) Fitting * (D) * QL-D (Exist Record)
Type: 160 PE-100
Sewer Pipe: S(
(Abandoned)
90.05 n
rde
S (D)
D)
90.13
90.07 Ga S(
NOTES:
90.14 S (D) // S (D) S (D) S (D)
90.18 S (D) S (D) S (D) S (D) S (D)
S (D) S (D) S (D) S (D)
1. Drawn to scale on an A3 sheet.
Garden 89.86 2. Contour Interval... 0.25m
//
)
S (D
Sewer MH:
*Plotted from records* 3. All levels are in metres on the Australian Height
89.98
S (C)
IL: 88.58 (from records)
//
Type: 160 PE-100
Sewer MH:
90 Datum referred to (PSM154817) - RL 92.282 AHD
(Unable to open)
IL: 87.32 (from records) 90.02 situated in RECTORY ST POMONA.
Type: 160 PE-100
89.84 4. All Boundaries are vide title and subject to
confirmation by survey.
)
S (D
T6
5. The Location of Underground services are in
90.19 90.23 T7 // accordance with AS5488:2019, the Australian
S (C)
//
T8 Standard for classification of Subsurface Utility
Information (SUI). The exact nature and location
of these services should be confirmed prior to
)
//
S (D
T14
Timber fence
construction.
T13
Garden T15 6. Area vide title : 1868m²
S (C)
7. Field Survey Completed on 09/08/2024
4 //
.23 '
//
)
S (D
40 1
8°5
89.84 23
//
S (C)
90.16
T12 1 Level datum: AHD Derived ((PSM154817))
)
S (D
Horiz datum: PLAN ((RP35096))
// T16
RP35098 Coord Origin: Arbitrary ((NW Cor Site))
//
T11
90.15 GDA System: Not Applicable Coordinate System: Plane 1:1
89.93 Meridian: + 0°00'00" RP35096
S (C)
T10
)
S (D
// Title:
n ce VERIFICATION PLOT
T9
e r fe
mb Lot 14 on RP35096
Ti
//
S (C)
//
)
5 School Street, Pomona
S (D
89.82
Sewer MH:
(Unable to open)
89.94 // IL: 87.04 (from records)
S (D) S (D) Type: 160 PE-100 S (D)
S (D) S (D) S (D)
S (D) S (D) S (D)
S (D)
S (D) Client: Rowan Anderson
S (C)
S (D)
S (D) Pomona
S (D)
S (D) Locality:
S (D)
Local Gov: Noosa Shire Council
Surveyed By: WA Approved: CJ
Scale 1:200 Date Created: 16/08/24 Scale: 1:200
Rifle Street File Ref: 241221
0m 5 10 15 20 Plan No: 241221_001_VER Rev: A
Page 2 of 3 A3
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