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Appendix B - Detail and Contour Survey · OPW26/0090
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DANYA COOK TOWN PLANNING
Appendix B
Detail and Contour Survey
Prepared by Surveyors Co.
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DANYA COOK TOWN PLANNING
Appendix B
Detail and Contour Survey
Prepared by Surveyors Co.
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Section 2
0 .2
PURPOSE
11
• This data has been prepared for Aaron Freeman
from a combination of field survey and existing 210
0 .3
//
records for the purpose of assisting planning and or 124
//
R.1087
11
9
0 .1
design within Lot 34 on RP179733 and should not be
°48
11
MCH4371
used for any other purpose.
20 SCHOOL RESERVE
0 .3
//
11
LAND BOUNDARIES Wi
r
//
e
7
0 .4
me
• Land boundaries have not been marked on the
24
11
sh
0 .6
ground. Boundaries have been compiled from |4
11
fen
4
//
0 .4
ce
32
11
minimal connection to cadastral marks and
6
1.2
0 .4
hig
11
compilation from existing records. h
//
1
0 .6
//
1
9
0. 5
0 .6
11
11
SERVICES
11
• Above and Underground services have been plotted
6
from visible surface markers observed by the
0 .6
4
0. 6
//
11
11
Surveyor at the time of survey and using records
9
0. 7
1 .0
7
//
0. 5
11
11
obtained from the relevant authorities. Prior to any
11
. 71
demolition, excavation, or construction within the Screw in conc MH
0
11
Ea RL 110.802
site, the relevant authorities should be contacted for ve
8
6
0.8
6
11
0.7
0.7
3.0
11
11
possible location of additional underground services
11
2 Sewer MH
//
and detailed locations of all services. Ca SL110.802
//
• It should be noted here that a site verified depth of rpo
8
rt o
0.8
4
1 .0
8
ng
11
the sewer manhole at the rear of the property was
0 .6
1
11
0 .9
ras
11
11
NOT able to be obtained as the steel manhole lid s
ce
fen
has seized and will require a underground locate
7
3
0.9
0.8
//
Ea
11
11
7
ve
ing
team to open it.
0.6
//
1 13. 111
11
3
3
pal
0.7
53
1.0
j
2
11
11
0.9
3
1.0
11
h
GENERAL
Hig
d
11
2
cre she
r
0.8
floo
• In particular, no reliance should be placed on the
11
Ea
33
3
ve
con tin
1.0
te
11
8//
information provided in this data for any financial
0.6
11
4.2
on ided
d
11
//
9
she
9
0.7
dealings involving the land.
1.0
3-s
RP179733
11
|9
11
Tin
3
• These notes are an integral part of the data provided
67 230
1.0
0.9
11
11
Un
9
3
.04
1.1
1.1
Ea der
3 111
ve
11
11
113 cov
FEATURES & CONTOURS .76 e
°4
r co
1.1
//
Ea ncr
11
• Contour Information as shown has been derived ve Ea
32
ete
//
114 ve
3
d
1.0
.52 pat 11
she
from field survey. Indexing 1m. Interval 0.2m. 4
11
io .22
Tin
• Coordinate system is arbitrary.
6
8
• Meridian vide RP173733.
0.7
0.8
11
11
Sin
.79
1
//
1.0
.14
gle
13
11
//
1
ve1
N
11
Sto
8
Ea
1.0
Field inlet with pump
Ea
ry B ve
5
11
114
0.9
rick .52 300x250
11
1
Dw
1.3
9
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1.1
e llin
2
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3.9
g
1.0
11
//
1
.66
0.8
11
5
ce
113
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fen /
1.0
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Hig
6
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1.2
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ve
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hc
1.0
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Ea
11
arp
11
ing
ort
5
8
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pal
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11
1
11
7
11
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1.0
Section 3
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ve
1
h
//
8
1
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4
Hig
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1.3
3.5
1.0
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11
/
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3
111.4 /
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ve
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Ea
1
7
0.9
1.2
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11
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11
1.2
6
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96
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ay
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//
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vew
1.0
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11
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dri
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35
11 .24
212
ete
1
8
11
1.2
ncr
1.4
RP179733
0.8
1
RP179733
11
Co
1.3
11
11
9
Garden
0.8
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/
11
5
1.3
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1
11
11
.4
4
1
1
0.9
11
11
11
2
7
0.9
1.1
11
11
1.1
11
4
0.7
1
//
0.5
11
11
Garden
6
7
0.8
1.2
11
11
7
1.4
OH
1
11
3
2
0.4
1.0
6
0.9
P
0.7
11
11
11
11
1
1
0.7
1.0
7
6
11
1.4
1.1
11
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ce //
111
0.2
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11
11
OH
0
2
.29
11
11
0.6
P
1
Garden
11
.37
11
0.6
fen
.87
1
4
11
1.1
11
0
.22
11
11
4
sh
0
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11
OH
me
11
9
P
4
0.9
1.6
11
11
9
wire
0.6
3
1.2
Drill Hole
Dog //
11
11
1.1
.28
RL110.537
OH
11
.82
1
11
P
6
1
0.7
11
6
1.1
2
6
11
1.0
0.4
11
11
11
.86
3
0.6
5
6
9
0
1.7
0.8
OH
.46
1.3
11
11
P
11
11
Garden
1
11
5
11
0.4
2
11
1.3
21 6°09
5
1.6
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2
0.6
|
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31
33
.42
OH
11
1.4
P
Ke
1
11
11
4
.12
rb
8
11 111
1.7
line
6
1.4
3
11
3
0.6
2
1.1
1.1
11
OH
2
11
11
1.4
0.9
P
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11
2
1.6
1.3
9
11
11
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11
OH
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1
P
11
3
1
0.8
11
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11
5
1
1.6
11
11
9
0.9
OH
.46
1.4
11
30 3|66
11
P
1
11
11
1
O
2°3 6
1
1.0
Gully Pit
VE
2
11
OH
1.6
74
P
SL111.24
4
11
1.3
Ro
.59
5
11
R
1
ad
9
11
1.5
2
Scale 1:250 - Lengths are in metres.
1.2
LA
cro
11
6
1.9
11
OH
wn P
11
2
1
2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
1.5
1.2
N
11
11
OH
D
11
P
.8
1
1.4
1
2
Ke
ER
11
11
rb
6
LINEWORK SYMBOLS
2.0
l ine OH
11
P
1.4
11
7
7
1.7
Subject Lot Boundary Centre-Line of Gully Electricity Telstra Stormwater
2.1
Water
.04
11
Pit Pit
11
OH Adjoining Boundary Change of Grade Manhole
12
P Meter Tree
A
1
Electricity
4
OHP Overhead Power Line Top of Bank Gully
vew te
1.6
Telstra
VE
Manhole
dri ncre
Trap Tap
ay
11
E Underground Power Cable Bottom of Bank Manhole
.97
.17
9
Shrub
1.5
Electricity
1
G Gas Line Top of Wall Field
Co
2
11
Water
11
11
S Sewer Line Pillar Telstra Inlet Valve
Bottom of Wall Pillar
D Stormwater Line // Fence Line Power Palm
Sewer
7
Fire
1.8
Pole Telstra Tree
T Telstra Cable Edge of Bitumen T Manhole Hydrant
11
//// ////
Marker
Light
6
O Optical Fibre Cable
2.1
IL of Kerb Pole Fence Inspection Bench
2
w Water
11
1.8
W Water Reticulation Line
11
Back of Kerb Post Opening Marker Mark
11
E Electricity
2
Edge Of Vegetation
6
Crown of Road Gas Traffic
2.0
Marker Traffic Sign
Valve
11
Paving Concrete Light Sign
PROJECT : Detail Survey CLIENT :
Aaron Freeman
12d File Ref : 260035D01 Date Drafted : 08/05/2026
Level Datum : AHD Drafted By : QSD
Detail and Contour Survey Surveyors - Planners -
Origin : PSM 137135 Surveyed : KAB
over Lot 34 on RP179733 Development Consultants
Sunshine Coast * Toowoomba * Western Downs
RL 109.187 Checked By : TV www.surveyorsco.com A.C.N. 010 841 639
DWG Name : 260035D01.dwg 28 Overlander Avenue, Cooroy C COPYRIGHT PROTECTS THIS PLAN Plan Reference Sheet
260035D01
Unauthorised reproduction or amendment
Scale : 1:250@A3 A3 Local Authority : Noosa Shire Council not permitted. Please contact the author.
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Appendix B - Detail and Contour Survey.pdfRelated documentApplication case desk ↗
Appendix B - Detail and Contour Survey.pdfRelated documentApplication case desk ↗
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