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Apdx 2 - Survey Plan.pdf
W (D)
W (D)
Sewer line:
S (D)
*Plotted from records*
3
E (D)
C (D)
DS IL: 5.81 (from records)
D (D)
C (D)
SP295958
E (D)
Type: 150mm PVC-U
Sewer MH:
IL: 8.346 10.51 C (D) Neighbouring Building
Type: 150 PVC-U Wire Fence
H
13.24
// //
90°18'50"
// // // 10
W ((D)
)
180°18'50" 14
D)
Sewer MH:
C (D
10.57 40.000
)
13.47
IL: 8.358 10.97 13 13.66
SP163792
W (D
)
D (B)
)
(B
E (D
Type: 150 PVC-U
S
13.27
Neighbouring Building
6.670
SW GT: 13.65
//
D
//
IL: 8.914 10.97 SW Field Inlet:
Wire Fence
IL: 12.281
DS IL: 8.866
l
wal
10.84 13.31 LEGEND:
12ning
Road Terrain
11
13.30 Kerb Back Driveway
D)
13.41
etai
Kerb Invert Footpath
)( 10.98 13.32 13.59 Edge of Bitumen Slab Edge
(DW
C (D)
13
R
)
Edge of Gravel Retaining Wall Base
//
(B
W ((D)
D)
)
E
//
Road Crown Retaining Wall Top
(D
1'45"
Traffic Park Meter Change of Grade
D
11.22 13.46
13
Traffic Light Top of Bank
C
4
S
11.11
16.58
Traffic Pit Toe of Bank
)
192°4
W ) (D
13.39
13.53 13.57 Traffic Sign Waterline
ad
W (D) E (D Traffic Post Box Garden Edge
Creek Toe of Bank
See page 2 11.25 Structures
Ro
f bank
Building Line Creek Top of Bank
)
C (D
//
11.47 13.42 13.58 Roof Ridgeline Creek Invert
//
C (
el
8 Fence Line Creek Waterline
//
n
Top o
n
D)
Vi (B)
C (D)
(DD) chan
Gate Tree
//
sio 13.42 Tree Canopy
12 SP208110 Hand Rail
E (
Cattle Grid
WS ( and
Control Point/PSM
D
Wire fence
//
Bollard
//
rb 13.45 Drainage
D) C
el
)
Sewer D(*) Drainage line
Ke
v y
ra a S(*) Sewer Line Open Drain
G vew
/
13.51 13.63 Valve Manhole
/
i
Site Benchmark
dr
(D)
Inspection Opening Field Inlet
Screw in Kerb Manhole Downpipe
//
"
7
'15
RL 12.79m 13.47 Electrical Communications
11.56
11
(D) Communication Line
)
84
E(*) Electricity Line C(*)
SP163792
0°
(B
Sewer MH: Overhead Line
11.58
W .5 Overhead Line TOH
22
EOH
SW GT:
16
IL: 9.630 Pits/Manholes Pits/Manholes
13
/
D
Type: 150 PVC-U IL: 10.205 Pole Pillar
//
/
E ( C (D
13.69 Street Light Gas
11.60 13.70 Light In-Ground
) an k G(*) Gas Line
D (D) (D of b
D)
Water Valve
(DS)
D (D)
Top Marker
//
W(*) Water Line
W Wire fence CP
180°20'40"
ll
/ // Meter General
wa
'40" /
//
6 Pothole
85.670
Valve
E (D)
S (D) °30
//
g
W 247 SP208110 Fire Hydrant
in
(D) 84
13.54
SP208110
H
in
6.5 Tap Subsurface Utility - QL
)
13.19
ta
// nce 1 Sprinkler * QL-A (H±50mm,V±50mm)
Re
* (A)
//
11.97 13.57 13.78
e Fuel * QL-B (H±300mm,V±500mm)
re F
* (B)
13.70 1 4 Wi 13.58 P(*) Fuel Line * (C) * QL-C (H±300mm,2D)
Sewer Line: Fitting * (D) * QL-D (Exist Record)
13.65
//
//
*Plotted from records* 13.69
13.81
US IL: 9.68 (from records) 13.66
C (D)
Type: 150mm PVC-U 13.66
13.80
5 NOTES:
SP208110 1. Drawn to scale on an A3 sheet.
13.78 13.83
13.83 13.92 2. Contour Interval... 0.25m
Sewer MH: 13.82
IL: 9.603 3. All levels are in metres on the Australian Height
//
//
Type: 150 PVC-U 14
Datum referred to (PSM108352) - RL 3.818 AHD
14
situated in Venture Dr/ Project Av.
Wire Fence
14 14.08
14.09 14.03 14.08 4. All Boundaries are vide SP295958/SP151406 and subject to
14.06
14.07 confirmation by survey.
14.32
5. The Location of Underground services are in
4 14.50 14.48 14.43 14.38 14.34 Concrete Slab 14.32 14.32
accordance with AS5488:2019, the Australian
Wire Fence
14.66 Standard for classification of Subsurface Utility
SP295958
//
14.64
//
Bottom of Bank Information (SUI). The exact nature and location
15 15
Drain
of these services should be confirmed prior to
0°01'05"
15 construction.
44.000
15.03 16 6. Area vide title : 1.664 ha
Drain
16 Top of Bank
16.19 // // //
15.23 16.33 16.37 16.37 16.38 16.35 // 16.31 // // 4 7. Field Survey Completed on 26/05/2023
//
16.14 16.42 Wire Fence 16.46 16.38
16.09 16 SP208110
//
//
16.04
//
15.89
15.68 15.69
16.20
15.81 16.21
16.16
15.92 16.20 Level datum: AHD Derived ((PSM108352))
16.20 16.28
Horiz datum: PLAN (SP295958)
/
//
/
Coord Origin: Arbitrary (SW Cor Site)
W
16.36 16.35
16.37 16.34 16.20
ire
16.23 GDA System: Not Applicable Coordinate System: Plane 1:1
Fe
//
16.28 Meridian: - 8°51'55" SP295958
16.23 16.38
nc
16.35
e
16.39 16.20 Title:
16.36
16.40
VERIFICATION PLOT
/
/
16.42
16.38
Lot 26 on SP151406
//
16.37
26 EMT Z 176 Eumundi Noosa Road,
//
Wire Fence
SP151406 RP901045 90°01'20" Noosaville
//
Timber Fence 16.56 40.234
16.46 Client: North Coast Chiropractic Services Pty Ltd
// // // // // // Noosaville
Locality:
Scale 1:400 Local Gov: Noosa Shire Council
Building
Surveyed By: SB Approved: CJ
Date Created: 07/06/23 Scale: 1:400
0m 5 10 15 20 25 30 35 40
File Ref: 230854
Plan No: 230854_001_VER Rev: A
Page 1 of 2 A3
[OCR of page images]
LL
|
=
a
oO
|
—
~
apy)
¢ ©)
Site Benchmark]
Screw in Kerb |,
RL 12.79m
«
Sewer MHI
IL: 9.630
Type: 150
PVC-U
—
Lo
wer Line:
‘Rlotted from records*
5 IL: 9.68 (from records)
pe: 150mm PVC-U
Se
Sewer MH:
IL: 9.603
Type: 150 PVC-U
4
SP295958
Wire Fence
0°01'05"
% 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
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
Building Line Creek Top of Bank
Roof Ridgeline Creek Invert
Fence Line Creek Waterline
> Gate. Tree
Hand Rail 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 © —°("]— Communication Line
Overhead Line ©——ToK—— Overhead Line
Pits/Manholes (al Gall cat Pits/Manholes
@08 Pole ® Pillar
“= — Street Light Gas
Light In-Ground Gas Line
Valve
Water Line Marker
Meter General
Valve 4 Pothole
Fire Hydrant
Tap Subsurface Utility - QL
Sprinkler —") — *QL-A (H50mm,V#50mm)
— "© — *QL-B (H£300mm,V#500mm)
Fuel Line — "1 — *QL-C (H#300mm,2D)
Fitting — 0) — *QL-D (Exist Record)
CS | [Sewer line:
= | Plotted from records* 3
> [DSIL: 5.81 (from records)
= 2 [rype: 150mm Pvc-U SP295958
1 | ° 3
| levee 1051} | | I — C (0) — Neighbouring Building
/ 1 Type: 150 PVC-U - Wire Fence \\\\“v 30 B30 XX XO 1 0
t
oS 2 Ree sea! 13.47 | 40.600) | 7" 13.66 — SP163792 N
~~ Gg [Type: 150 PVC- |. | |
>= » 19.27 | « 1565 oz
[SW Field Inlet: yy @
/ | . Sees
/ | 3 5
| Z 5.
a7 2 13-41 ‘ | + + 3 @
& * * 2 13.59 — &
‘ ue
«13.46 * + v
213.53, 13.57 __ b
| 213.58 [-———______
| 8
| Oo SP208110
«13.63
— 7
ote SP163792
is 6 s cP
[3 SP208110 P208110
5
SP208110
=
oO
nn
ee gs
8 8
+ wah
x Z Wire Fence 16 Ts 38 4
i ] | [7008 gp SP208110
i} 15.89
15168 15.691,” /}* | | | 16.20 ™S
15:87 | . 16.16
«15.92 16.20 as | | |
. 2 16.36 16.37 . ~ 16.34 = 16.35
16.23 , «16.26 00 * «16.38 +
- «16.39 . . 16.36 20
+ «16.40 + .
16.42 | . 1638 co
| | 26 ) | ‘ EMT Z
a $P157406 } | ‘ RP901045 — s0°01720"
S. |
g| mea Fence I | | |. 16.46 - = 16.56 40.234
a kk EES SN
Building Scale 1:400
Om 5 10 15 20 25 30 35 40
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.
. Area vide title : 1.664 ha
. Field Survey Completed on 26/05/2023
NOD
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: 1:400
230854
230854_001_VER| Rev: A
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