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MNA_250215_33 Ross Crescent Sunshine Beach_00.pdf
LEGEND
. 0 9.04
0
1
LIGHT POLE
19
OP ORIGINAL PEG
POWER POLE
50
FIRE HYDRANT 18 . 5
AJS SURVEYS
0
VALVE
. 00 RP216711 . 50 . 00
7
71
.2
.5
50
18
.
18
16
SEWER MANHOLE 17 17 0
19
.0 0
SURVEYING
.
ROOFWATER PIT
16 .5 0
16
.0 0
4
15
.4
.5
14
POWER BOX
15
14
Post & Wire Fence
7
.1 .17
.2
CP
19
18 18
97
TELSTRA PIT
5 09.37
.
3
19
18 . 0 0
4
.4
1
20
18 . 50
9
RETAINING WALL
.6
19 . 00
Concrete
9
GTP100987
18
0
.1
00
2
. 19
6
.6
0
.9
17 . 50
0
17
9
0
8
17
.1
50
2. 010. 0
STORMWATER MANHOLE T*S2/200
18 . 50
.5
1
21
0.
.
1
.6
1 219.63
19
7
17
. PLANNING . DEVELOPMENT
.3
9
5
.
3
5
0
17
.2
.1
GAS SUPPLY/GAS CYLINDER
.7
.2
.9 4
20
20
18
18 . 00
17 7.9
18
19
4
0
2
1
.6
9
7
.3
. 521
Block Retaining Wall
6
1
.3
81
.3
Rock
19
.00 .07
TEMPORARY BENCH MARK (TBM)
19
Ridge
17
Roof
17 4
.
8
ence
17
2
7
17 . 50
.6
9308 63|0 (approx)
.4
02
Timber F Concrete Roof
.3
5
2
17
17
3
Retaining
.2
1
2 2 . 5 22.40
.4
49 x)
Level 24.11
2
Level 22.83
21
Stairs
50
.9
17
Level
2
PERMANENT SURVEY MARK
0
22
10
66
0
Wall Post & Wire Fence
0
8
15 . 0
. 5 024.24
17 . 00
2
.0
1 6 . 0 0 16.
o
1
7
0
ppr
2
.8
59
17
.1
16 . 50
.4
23.02
.4
.
24
2 22
.
24
17
.
17
8
14
0
(a
.4
1
3
GULLY GRATE
22
1
.7
15 . 50
.3
17
.1
10|0 Bench
0
14
15
14
15 . 00
9
8
.3
2
.6
14 . 50
T*S2/200
3.
.3
20
24
20
WATER METER
17
00
14 . 00
1
50
2
5
.8
.3
.9
12
50
2
17
Ridge
20
. 00
2
50
.4
39
5
13 . 00
20
.9
3 .. 5
SIGN
Garden
.
Roof
20
1 1 . 5. 0 0 11
Level
16 .
12 . 50
12 . 50
8
15 .
.
.3
50
42
Co
T*S2/200
17
12 . 00
Garden Level
14
7
Bank
.
24.69
.3
0
20
Timber
1
.7
25
13
20
7
Garden
ncr
Post & Wire
4
HEADWALL/CROSSOVER
.1
14
00
.9
23.02
1.5
1 11 . 0 0
10
14
Retaining
.
1
10 . 50
8
7
2
10 . 50
ete
Fence
.1
23
.7
.2
9
4
12
Block
.4
.4
9
ROCK WALL
16
14
14
Wall
of
.1
17
15
T*S2/200
11 .
24
Re
3
Retaining
Pavers
.9
Top
14
Timber
0
0
t ai n
PALM 0 Wall
21 .
.0
Retaining
i ng
4
Wall
.9
6
Gutter
24
1
.9
14
28
TREE
.5
6
1
20
9
T*S2/200
08
.7
Wa
.6
50
17
7
.
.2
2
1
Gutter
16
3
.2
14
21
.5
.5
.
Level
16
.1
22
17
Chimney
25
0
17
Garden
8
25
22 . 5
.9
Concrete
Post & Wire Fence
ll
Level
20
0
22.80
3
Level
.4
Concrete
6
.
2
.4
9
17
.4
.5
1
.7
22.78
22
25
.3
20
16
9
28.42
16
.4
16
T*S1/300
7
Gutter Sewer
.5
24
16
Gutter
00
Level IO
8
.8
9
Level
13
.3
0
5
27.63
20
95
.9
22 .
25.64
.
20
20
0
Sewer Line
x) Floor
3
5.
.3
6
o
DECK
0
0
.9
1
8
22
POOL
.4
pr
.0
.4
.7
20
Approximate only Level
5
20
22
22
12
3
6
2
.7
.9
2
4
p
.1
21
20
Plotted from
0
9
17.59
24
a
.9
36
2 50
11
(
.0
Council Records Bl
6
.9
|0
4
oc
D
9
20
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9
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5
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13
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k
16
10
6
.
ec
17
20
R
25
et
Grass
6
7
k
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ai Deck
17
16
ni
2
Gutter
P: 07 3823 2144 E: [email protected]
24
.1
ng Level Deck
0
10
W Level
S
.0
0
20.41 Level
9
al
4
.0
DECK
.5
22.80
24
l
10 . 5
12
16.50
Incorporating LJ Hewitt & Co
26
2
Garden
.8
13
Roof
6
St
6
.6
Light
.4
Roof
13
(pavers below)
Top of Bank
26
Level
43
ai
W:www.ajssurveys.com.au
9
Pole
.
.4
20
S
Level
16
rs
6
22.85
. 50
1 4 . 00
.9
20
5
23.52
2
2
.3
.4
Grass
.4
17
17
20
3
2
.3
.4
Deck
17
8
20
. 00
8
.2
.8
26
1
16
Gutter
20
.3
C
16
8
3
.3
Level
.3
on
5
S
RENDERED
14
0
.8
17
.3
25
20
6
16
7
22.78
.8
.7
cr
TWO STOREY
20
24
Stairs
10 . 50
20 2
et
0
.4
Gutter
5
.2
9
20
.5
.9
GARAGE
26
e Level
24
Co
Gutter
6
RENDERED
1 30
.8
. 50 4.32
1
nc
20
.4
Roof
.
S
25.66
16 16
Level
17
2
1 5 . 0 4.39
r
1
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UE
et
18
T
Level
7|0
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26.18
01
0
e
0
9
Re
1 .8
Floor
15 . 5
23.82
(ap
0
BUILDING
16 . 0
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ta
18
9
p Level
i
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ni
0
30
30 rox)
14
Top o
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20
20
ng
Bo
Co
20
6
20.98
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50
S
2
3
.1
23 3.8
.2
.4
W
28
tto
17
13
0
2
.0 0
nc Ridge
al
T
7
m
.
.5
l
UE
f Ban
21
5
16
18
ret
5
Roof Level
.3
.8
of
1
12
6
20
.8
.4
16
1
24.68
12
Level
e G
.9
Ba
0
2
23
20
.9
.9
S
k
20
9
20
24.38
ar
S
nk
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8
8
25
.4
.5
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00
18
26
de
0
T
0
.2
26
S Gutter
.
UE
T*S2/200
n
26
9
6
.8
.9
Level
20
23
3
0 T*S2/200
.4
S
Garden
9
22.78
17
.0
.7
0
6
S Sewer Manhole
10
Floor
.6
.5
Garden Ridge
16
Block
8
21
.9
0
T
Approximate only Level
.9
13
Level
20
Retaining 18
Stormwater Line Plotted from 23.46 Stairs
4
3
.0
.4
24.70
S Wall
5
27
8
T UE
18
8
.7
3
.8
Approximate only
.6
Council Records
6
.5
21
20
.2
21
21
S
16
4
.5
Plotted from
0
22.00
21
23
5
1
S
1
.5
Stairs
.6
.8
.5
S
21
2
18
Council Records
23
.4
8
S
4
1
.8
23
.5
.4
.1
8
20
17
.2
25
25
24
5
0 Gutter Gutter T*S2/200
.2
SW Grass
22
Gutter
2
.8
Level Level
16
Deck
T UE
6
S 24
1
T*S2/200
.2
Level
.1
22
25
27.61 .0 22.84
T*S2/200
3
26.13 Floor
.2
7
SW
0
.5
Cr
12
9
Block Floor
.0
23
S
ow TBM
4
25
Level
.4
7
4
.1
.1
n Level
27
S Retaining
13
25
of Screw in Kerb 30 Block
0
17.62 T*S2/200
1
.4
5
.1
Wall 20.49 Ridge
.4
16
Ro
3
9
25
.2
2 2 . 50 Gutter
00
22
T*S2/200
16
0
Retaining
SW RL 26.73 T*S2/300
22
ad
.5
37
T E
1
T*S2/200
22
Level
|25
.7
8
Wall Gutter Level
.5
26
24 .
30 T*S2/200
U
See datum note
3
21
.
0
S
Concrete 24.69
.4
S
.6
8(
00 22.76
25
18
.7 9
18
Level
Stairs
5
24 4.2
.5
ap
16
2
4
SW 22.84
pr
T*S2/200T*S2/200
3
24 .25
.7
. 00
1
9
5
ox
1
.1
26
.5
25
.5
4
.8
.2
21
26
21
S T*S2/200
)
T*S2/200
21
1
.8
UE
13
Mo
24 . 50
9
SW
.9
2
9
T
taining Wall
25
un
.7
Concrete
22
tab
2
Concrete Retaining Wall
S le T*S3/300 24 .
9
0
Ke
.7
50
Garden
22
SW
5
rb
4
.1
5
.6
4.
16
T*S2/200
16
0
7
.4 .6
0
.5
2
T*S2/200
T
25 24
Concrete Re
UE
. 52
S
.2
26
16
4
0
T*S2/200
SW ank
0
.5
of B
1
3 . 00
25
.6
Top
5
22
1
2
.8
24
1 0 .. 550
26
48
4
Garden
26 .
Garden
.3
S
6
0.
T*S2/200
17
7
SW
1
.2
Bottom of Bank
50
Water Line
25
T
5
Septic Tank
.4
T*S2/200
16
UE
Approximate only
8
10
.4
25 . 00
0
SL 15.98
17
25 . 00
2.
T*S2/200
2
Plotted from
.1
.0
0
S
. 50
SW
.2
23
26
3
2
3
Council Records
.5
.2
24
17
23
W
4
17
T
.2
3
RP216711
10
8
.5
3520 m
SW
S
.0
22
26
TBM
9
UE
.6
25
8
.8
W Screw in Kerb
22
4
ll
.3
3
1
5
.7
T*S2/200
.3
ing Wa
26
.2
SW RL 26.27 Deck
11
25
16
7
S
2
Timber
.6
Floor
.3
T*S2/200
26
17
T
7
9
7 1
.3
See datum note
.6
Retaining
.7 .3
Level
23
W
DECK
13
25 25
Retain
Wall
3
17.61
0
1
50
.5
SW
.6
26 . 50
T UE
23
2 9
15
S 3. 17 . 50
.5
.5 .4
23 23
W Grass
5
2
.5
4
1
2
7
.9
17
17
.5
.5
.6
T*S2/200
Block
12
17
23
00
14
0
T*S2/200
SW
.5
2
2
.9
17
UG Electricity
4
.4
1
5
18
S
.0
.1
0
18
.6
19
18
.
W
23
3
3
.4
.5
Approximate only
8
.7
0
18
25
.1
2
1
.5
1
.4
17
Gutter . 50
T UE
6
Plotted from
20
18
.9
5
SW
23
.6
25
18
23
Energex Records Level
8
S
1
W
.7
ll 5.7
0
22
8
.1
.7
22.82
Wa 2
41
26
Ti
12
0
0
0.
m
10 . 51
4
6
. 00
.0
SW
.7
.2
RO
be
14
14
1
3
.1
rF
.8
S
Stairs
24
26
4
0
ing
Telstra Line
13
.2
.0
W
en
19
26
0
tain
Approximate only
5
16
ce
.3
.5
SW Concrete
26
Plotted from
Grass
22
Re
0
.
6
.1
19
26 . 00
24
S
16| 225
.8
SS
16
3
Telstra Records
50
Stairs
24
.8
00
W
ck
15
00
CONTOUR & DETAIL SURVEY
25
1 9.
Blo
SW T*S2/200
2.
3
00
50
8 ( 230
26 .
.
25
36
S
Bottom
2
ap
Deck
.
26
50
W
16 .
7
8
.6
.8
pro
20
25
8
561
.2
.
Stormwater
7
19
x)
.8
25
25
S
5
Manhole
of Ba
Gutter
.6
2
.2
W
10
22
0
SL 26.25
3
Level
7
.2
Ridge
9
.1
RP48112
.1
48
.1
23
Tank
19
19
9
7
.
26
SW
19
.5
.3
(unable to open) 22.80
nk
Level
16
19
S 0
en
24.70
.5
W T*S3/300
25 .89
ROAD
2
d
.8
62|0 (approx)
4
25
19
.3
ar
0
(Road Reserve)
9
C
12
1822640
.8
on T*S2/200
25
.0
S cr
5
SW
00
.0
W e
G
24
te
22
.
8
To
.7
R
9
25
Tim
20
.3
po
et
7
T*S2/200
.8
19
ai
25
S T*S2/200
fB ni
ber
ng Gutter
8
T*S2/200
26 . 00
W
1
.4
an
.0
T*S2/200
20
19
W Level
Ret
k T*S2/200 T*S3/300
8
al
SW
8
.3
.2
0
l
26
23.53
18
T*S2/200
aini
3
Sewer 50
10 . 5
.8
T*S2/200 T*S2/200
21
W
.
5
De
n
Manhole
2
.7
7
.5
gW
20
20
.6
19
13
SL 25.89
Deck ck
4
.5
all
S
(unable to open)
20
T*S2/200 T*S2/200
SW
0 T*S4/400
W
0
.0
.5
T*S2/200 T*S2/200
21
Tank
2.38 1
T*S3/300
21
S
Thick
8
6
SW
2
.4
.7
.1
25
25
23
5
.2
Vegetation
9
24
.8
W
6
8
25
.2
.8
15
15
1
.5
T*S2/200
Thick
Cr
9
20
.2
S
10
3
ow
.7
3
SW
16
T*S2/200
.7
50
15
n
Vegetation
00
of
W
T*S2/200
3
.9
16 .
Ro
11
16 .
50
T*S2/200
ad
S
3
.4
0
12
.6
SW
14
10 .
W
T*S2/200
T*S2/200
6
.6
25
S
W
SW
Grass
7
.8
18
Bott
9
T*S3/300
.2
o
S
15
m o
W
2
SW
.3
23
f Ba
562 T*S2/200
nk
1
.0
TBM
9
.3
24
W
RP48112
16|2
S
25
Nail in Kerb
3
.3
0
21
.7
9
SW
.5
25
336
58 (
RL 25.60
25
5 . 50
See datum note T*S2/200
07
app
W
S
30
rox)
00
2
SW
T*S3/300
T*S2/200
11 .
W
T*S2/200
To
S
p
of B
SW
T*S2/200
ank
T*S6/600
S
T*S2/200
W
T*S3/300
1
.2
0
SW
14
.6
0
23
.4
25
CR
S
W
3
.1
Gully Trap
19
6
4
3
T*S2/200
.5
SW
.6
.4
SL 25.55
25
15
25
7
.0
S
E
13
W
6
.5
T*S3/300
SW
25
SW
0
SC
T*S3/300
5
.4
1.5
25
T*S3/300 T*S5/500
T*S3/300
S
W
5
1
.5
0
25
.6
25
SW
SW
T*S3/300 T*S3/300
EN
S
W
0
.6
11
Thick T*S3/300
SW
SW
0
.7
21
T*S2/200
Vegetation
S
T
W
2
.3
25
T*S2/200
SW
SW
T*S2/200
1
9
4
.9
.8
.2
Stormwater Sewer Line
23
15
23
S
Manhole Approximate only T*S3/300
W
SL 25.57
S S Plotted from T*S2/200
S
1
.7
6
(unable to open)
S Council Records T*S2/200
.5
13
25
SW
Sewer
!
Manhole
SW
W
T*S2/200 T*S2/200
Grass
9
SL 25.55
.0
S
24
7
.5
The NORTH POINT shown relates to the subject (unable to open)
25
11|0 (app 0
34922
SW
survey plan unless noted otherwise in title block. Thick
2
.2
T*S4/400
19
The user should ensure this is suitable for their purpose. Vegetation
SW
T*S2/200
S
0
W
rox)
!
3
T*S2/200 .0
SW
12
T*S2/200
Green contour lines denote "ground level" as
Tim
9
.5
25
Post & Wire Fence
defined by local council.
ber
S
SW
W
Bottom of Bank
4
.9
Fen
23
T*S5/500
Mounta
!
ce
563
S
No survey marks were located at time of survey.
W
RP48112
ble Ke
SW
18 . 00
17 . 5 0
17 . 00
18 . 50
0
It is recommended that an Identification Survey be carried
1 5 . 5.46
00
510
19 . 00
00
14 . 50
14 . 00
13 . 50
1 9 . 50
T*S2/200
16 . 5
Post &
13 . 00
2 0 . 00
out prior to any construction.
. 50
rb
. 00
16 .
Wire
15 .
. 2 50
. 00
3
.50
All boundary positions are approximate only.
.2
Fence
.00
47
23
2 3 . 50
S
W
5
1.
.1
50
18
20
12 .
21
2
SW
6
.7
4
.4
21
!
.5
13
Post & Wire Fence
25
22
. 00
2
12
22
.4
23
38|58 (approx)
12
8
27053
.2
T*S2/200
Levels shown on this plan are correct in relation to
12
3
.5
To
24
25
9
. 50
the benchmarks placed on this plan.
.6
S
W
po
23
SERVICES LINE LEGEND
TBM
fB
AJS Surveys accepts no responsibility for any
SW
an
8
24
Screw in Kerb
25
.5
. 00
subsequent plans or works that do not use the same
25
0
k
.5
3
RL 25.60
.5
T*S2/200
25
level datum as shown on this plan. See datum note
W
SEWER (UTILITY AUTHORITY)
S
S S
25
Subject title has not been obtained, therefore AJS DRAINAGE (PRIVATE) D D
Crown of
SW
Surveys can not certify that no easements affect this
7 STORMWATER SW SW
0
.3
lot. A full title search should be carried out prior to
25
W
S
any construction. MCH5211 WATER W W
Road
T*S2/200
UNDERGROUND ELECTRICITY UE UE
!
SW
7
.5
OVERHEAD POWER
25 . 50
25
This plan has been prepared for the purpose of
W
S
designing new constructions and should not be used Water Line
Approximate only COMMUNICATIONS T T T
for any other purpose. Title boundaries were not marked Plotted from GAS G G
at time of survey and have been determined by plan Council Records
W
Natural Ground Contour Note:
S
dimensions and not by field measurement.
Unless noted otherwise only visible services have been REVISIONS ASSOCIATED CONSULTANTS: SURVEYOR: LGM DATUM: CLIENT: SITE:
located. Natural ground contours are at 0.5 metre intervals. DRAWN: LJS LEVEL DATUM: AHD VIA CORS (PSM 2512 RL 21.850m) 33 Ross Crescent, Sunshine Beach SCALE: 1:100 (A0)
HORIZ DATUM: ARBITRARY
Shaun Lockyer Architects Luke and Susie Hamill
Prior to any demolition, excavation or construction on Scale 1:100 - Lengths are in Metres. DATE: 24-10-2023
the site, the relevant authorities should be contacted
for accurate location of all services. CHECKED: LGM COORD ORIGIN: ARBITRARY Lot 6 on RP216711 PLAN REF: 23311-D1-A
1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 MERIDIAN: RP216711
06-11-23 ORIGINAL ISSUE LJS A
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