Original source · versioned page text
Apdx 2 - Survey Plan.pdf
(D)
11
)
(D
)
W
(B
all
C
SW GT:
ng w
//
D
)
12
DS IL: 8.914
(D
aini
) W 10.98 13.32
Ret
(D
13
E
D)
Sewer MH:
)
DS IL: 8.358
(D
D)
S (
//
)
Type: 150 PVC-U
(B
W (
)
C
(D
D
) W
(D
13
11.22
E
1'45"
LEGEND:
4
11.11
16.58
192°4
) Road Terrain
W (D
//
)
Kerb Back Driveway
(D
Kerb Invert Footpath
)
)
D)
(B
E (D
Edge of Bitumen Slab Edge
C
)
W (D
D)
S (
Edge of Gravel Retaining Wall Base
D
Road Crown Retaining Wall Top
W (
Traffic Park Meter Change of Grade
)
E (D ) Traffic Light Top of Bank
C (D Traffic Pit
Traffic Sign
Toe of Bank
Waterline
//
11.25 Traffic Post Box Garden Edge
f bank
Creek Toe of Bank
) Structures
C (D 11.47
Building Line
Roof Ridgeline
Creek Top of Bank
Creek Invert
)
Top o
(B
E (
Fence Line Creek Waterline
Gate Tree
)
D
C (D
Tree Canopy
D)
Hand Rail
ad
Cattle Grid Control Point/PSM
)
(D
Bollard
)
//
Drainage
Ro
(D
Sewer Drainage line
S
D(*)
13.42
W
S(*) Sewer Line Open Drain
Manhole
n
Valve
12
el
Inspection Opening Field Inlet
sio
nn
Downpipe
C (DE (D
Manhole
a
)
ch
Communications
(B
Electrical
Vi
Communication Line
d
E(*) Electricity Line C(*)
an
D
Overhead Line
/
) )
EOH Overhead Line TOH
rb
/
Pits/Manholes Pits/Manholes
W (D)
Ke
Pillar
)
Pole
(D
Street Light Gas
S
Light In-Ground G(*) Gas Line
Water Valve
W(*) Water Line Marker
/
l Meter General
/
ve y 13.51 Valve Pothole
)
ra a
(B
G vew H Fire Hydrant
i Tap Subsurface Utility - QL
C (D
dr
D
Sprinkler * (A) * QL-A (H±50mm,V±50mm)
Fuel * QL-B (H±300mm,V±500mm)
(D )
* (B)
)
E) (
W (D
P(*) Fuel Line * (C) * QL-C (H±300mm,2D)
/
Fitting * (D) * QL-D (Exist Record)
/
S
D)
"
'15
11
84
0°
11.56 NOTES:
)
)
.5
22
(D
(B
16
/
S
/
1. Drawn to scale on an A3 sheet.
D
Site Benchmark
2. Contour Interval... 0.25m
(D)
Screw in Kerb
C (D
RL 12.79m 11.58 3. All levels are in metres on the Australian Height
W Datum referred to (PSM108352) - RL 3.818 AHD
E (
13
) situated in Venture Dr/ Project Av.
(D
)
/
D)
SW GT: 4. All Boundaries are vide SP295958/SP151406 and subject to
S
/
IL: 10.205 13.69
n confirmation by survey.
(D) me
)
u 5. The Location of Underground services are in
(B
W Bit accordance with AS5488:2019, the Australian
of
D
ge Standard for classification of Subsurface Utility
11.60 ) Ed
(D Information (SUI). The exact nature and location
/
D (D) D (D)
E (D)
S
/
D (D) of these services should be confirmed prior to
(D) construction.
C (D
D (D)
W 6. Area vide title : 1.664 ha
ank
E (
Sewer MH: of b // 7. Field Survey Completed on 26/05/2023
Top
)
D)
IL: 9.630 )
Type: 150 PVC-U (D
S
(D) //
l
l
wa
S (D) W "
S (D) 0'40
g
°3 26
in
/2/47
in
W (D) W (D) 584
ta
13.54 Level datum: AHD Derived ((PSM108352))
Sewer MH: 16. SP151406
Re
E (D)
IL: 9.603
Horiz datum: PLAN (SP295958)
Type: 150 PVC-U 13.19 Coord Origin: Arbitrary (SW Cor Site)
Sewer Line: //
D (D)
GDA System: Not Applicable Coordinate System: Plane 1:1
*Plotted from records* C (D Meridian: - 8°51'55" SP295958
US IL: 9.68 (from records) )
Type: 150mm PVC-U 13.57 Title:
//
11.97
VERIFICATION PLOT
13.70 14 13.58
Lot 26 on SP151406
C (D)
176 Eumundi Noosa Road,
4 Noosaville
//
SP295958 Client: North Coast Chiropractic Services Pty Ltd
13.66 Locality: Noosaville
Local Gov: Noosa Shire Council
13.66 Scale 1:150
Surveyed By: SB Approved: CJ
Date Created: 07/06/23 Scale: 1:150
C (D)
0m 2 4 6 8 10 12 14 16 18
//
File Ref: 230854
Plan No: 230854_001_VER Rev: A
Page 2 of 2 A3
[OCR of page images]
(a) 2
(p\ ——2
\U)
» (Dp) ——
—— D (0) —
[Sewer MH:
IL: 9.630
Type: 150 PVC-U
- W (D) —
=
{
Sewer Line:
Plotted from records*
US IL: 9.68 (from records)
Type: 150mm PVC-U
‘Site Benchmark
Screw in Kerb
RL 12.79m
(Sewer MH:
IL: 9.603
Type: 150 PVC-U
4
SP295958
o
[Sewer MH:
DS IL: 8.358
Type: 150 PVC-U
+
26
#1354 SP151406
13. 57
+
«13. 58
+ +
13.66
Scale 1:150
en _ _
Om 2 4 6 8
+
10 12 14 16 18
% BENNETT +BENNETT
PO Box 5021, GCMC QLD 9726
Ph: (07) 5631 8000
[email protected]
Surveying, Town Planning, Spatial Services & Titling
GOLD COAST | BRISBANE | SUNSHINE COAST | NORTHERN RIVERS.
www.bennettandbennett.com.au
LEGEND:
Road Terrain
——— kerb Back Driveway
—--— Kerb Invert - ~ Footpath
Edge of Bitumen Slab Edge
Edge of Gravel
Building Line
Roof Ridgeline
Fence Line
> Gate
Hand Rail
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
Creek Toe of Bank
Creek Top of Bank
Creek Invert
Creek Waterline
Tree
Tree Canopy
Cattle Grid A © — Control PoinvPSM
Bollard Drainage
—0(")— Drainage line
Sewer Line ===—=- Open Drain
Valve @ Manhole
Inspection Opening = Field Inlet
Manhole ° Downpipe
Electrical Communications
Electricity Line © —C("— Communication Line
Overhead Line —toK— Overhead Line
Pits/Manholes (al Gall cat Pits/Manholes
@0@ Pole © Pillar
“= — Street Light Gas
Light In-Ground Gas Line
Valve
Water Line Marker
Meter General
Valve Pothole
Fire Hydrant %
Tap Subsurface Utility - QL
Sprinkler — i) — *QL-A(H250mm,V#50mm)
— 8) — * QL-B (H:300mm,V2500mm)
Fuel Line — "1 — *QL-C (H#300mm,2D)
Fitting — 0) — *QL-D (Exist Record)
NOTES:
1
2.
3.
. Drawn to scale on an A3 sheet.
Contour Interval... 0.25m
All levels are in metres on the Australian Height
Datum referred to (PSM108352) - RL 3.818 AHD
situated in Venture Dr/ Project Av.
4. All Boundaries are vide SP295958/SP151406 and subject to
confirmation by survey.
5. The Location of Underground services are in
accordance with AS5488:2019, the Australian
Standard for classification of Subsurface Utility
Information (SUI). The exact nature and location
of these services should be confirmed prior to
construction.
6. Area vide title : 1.664 ha
7. Field Survey Completed on 26/05/2023
Level datum: AHD Derived ((PSM108352))
Horiz datum: PLAN (SP295958)
Coord Origin: Arbitrary (SW Cor Site)
GDA System: Not Applicable Coordinate System: Plane 1:1
Meridian: - 8°51'55" SP295958
Title:
VERIFICATION PLOT
Lot 26 on SP151406
176 Eumundi Noosa Road,
Noosaville
Client __ North Coast Chiropractic Services Pty Ltd
Locality: Noosaville
Local Gov: Noosa Shire Council
Surveyed By: SB Approved: CJ
Date Created: 07/06/23 Scale: ———1:150°
230854
230854_001_VER| Rev: A
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