Original source · versioned page text
PA3660-Coastal Hazard Assessment - 4 arakoon
LEGEND SERVICES LINE LEGEND
LIGHT POLE
OP ORIGINAL PEG SEWER (UTILITY AUTHORITY) S S
POWER POLE DRAINAGE (PRIVATE) D D
FIRE HYDRANT STORMWATER SW SW
AJS SURVEYS
VALVE WATER W W Sewer Line
SEWER MANHOLE UNDERGROUND ELECTRICITY UE UE Approximate only
SURVEYING
Plotted from
ROOFWATER PIT OVERHEAD POWER Unitywater Records
POWER BOX
COMMUNICATIONS T T T Stormwater Line Power
Pole
TELSTRA PIT Approximate only
GAS G G Plotted from #58233
RETAINING WALL Council Records
S
STORMWATER MANHOLE Water Line
. PLANNING . DEVELOPMENT
GAS SUPPLY/GAS CYLINDER Approximate only
Plotted from
TEMPORARY BENCH MARK (TBM) Unitywater Records
S
W
SW
PERMANENT SURVEY MARK
GULLY GRATE
W
WATER METER
S
SW
SIGN Ridge
HEADWALL/CROSSOVER Level
34.03
W
S
ROCK WALL
SW
PALM
Telstra Line
W
TREE Approximate only
S
Plotted from
Telstra Records
SW
W
S
T
SW
W
S
Roof
T
Level
MULTI STOREY
T
30.61
SW
W
P: 07 3823 2144 E: [email protected]
TIMBER
S
N
T
Sewer Floor
Incorporating LJ Hewitt & Co
3
.7
Level
28
BUILDING
Manhole
27.49
W
SCE
SW
SL 28.64
W:www.ajssurveys.com.au
(unable to open)
T
2 S (not fully visible)
Sewer Property
D1-2 S Connection
W
Approximate only
S
S 786
S
Plotted from
T
SW Stormwater Unitywater Records
SW SW S RP48111
2
Manhole
.6
CRE
28
3
W
.5
SW
SW
SL 28.64
S
28
S
(unable to open)
S
SW
T
SW S
Site Datum Ridge Windo
w
Stormwater Line Level Windo
PSM 44265
S H 0.00
w
4
2
W
.6
S
Approximate only 34.04
.6
Windo
28
SW
28
3
RL 27.686m
.6
w Windo
28
SW
Plotted from w
S
Gully Trap
T
See datum note
d
Ridge
28 . 8.02
Council Records
Roa
Windo
00
SL 28.46 Level 3
2
w
C
4 .03
7
IL 27.66
.3
n of
27
W Ø300 Telstra Line Windo
S Gutter w
DECK
Crow
Windo
S
TBM
7
27 . 00
Approximate only Level ws
W
.9
26
Block R
00
Screw in Headwall Plotted from 28.98
SHED
etainin Windo
RL 28.62 Telstra Records g Wall w
SW
S
2
27 .
.6
28
See datum note
W
Gutter
S
3
Fence
.6
b
0
28
.0
26 . 00
Ker
00
Level
28
T*S2/200
9
SW
.6
28.98
.
27
T*S2/200 Deck
S
26
e
Timber
pprox)
tabl
6
Gutter
.5
Level
W
25
Level
6
100° 25.20
n
.6
S
T*S2/200 3 0
28
Mou
25 . 00
31.83
40|234
9
SW
.0
Block R
25
9
(approx
.0
7|041 (a
8
etainin
25
.8
0
0
)
S
25 . 0 g Wall
25
4
10°3
.1
W
9
3
7
1
.8
.3
25
.6
.0
9
28
4
26
28
25
.0
24 . 00
.0
6
25
25
.4
24
SW
9
S
9
.1
Grass
.0
25
8
25
.4
23 . 00 .96
0
24
2
1
24 . 0
23 . 00 2
.0
S
W
28
9
T*S2/T 2 100
.1
g Wall
25
5
.7
5
7
24
22 . 0201.8
.1
SW
22 . 00
25
0
.4
T*S2/200
S
27
etainin
ll
8
21 . 00
8
.1
ing Wa
.5
21 . 00
25
20
W
N
S
2200.. 00
00
SW
R
Retain
Block
785
0
O
8
7
1919 1.9.0
S 28.6
.5
. 0014
S
17
000
W
8
T*S3/300
2
17 . 00
.5
.2
16 . 00
Thick
15 . 00
14 . 00
Block
13 . 00
O
17
11 . 00
12 . 00
9 . 00
1188..0
10 . 00
27
8 . 00
11
7 . 00
6 . 00
5 . 00
SW
4 . 00
3.
x)
Vegetation
K
8|067 (appro
T*S3/300
1
W
S
.9
RP48111
7
604 m
25
7
.0
.9
SW
S
25
e
8
A
25
4 . 00
.6
r Fenc
(Un
26
Pre ater R
5
ityw
.6
R
Stairs
19
ssu
2
W
.7
Timbe
28
S Sewer s)
SW
re
8
S
A
.7
Pavers
1
28
.9
Water Line
5 . 00
7
7
28
.0
.1
16
eco
25
25
1
6°51
Pavers
5.
Approximate only
.2
24
1
.9
rd
Plotted from
25
W SW
3
1
.2
3
.9
T*S2/200
.0
T*S2/200
28
25
S
Unitywater Records
25
POOL
5 . 00
S
S
4
.8
5
28
.4
W
21
SW
25 . 00 2 2
ll
00
6
ing Wa
.1
T*S4/400
5.
1
25
.8
S
rb
S
28
S
Ke
Thick
7
T*S2/200
.7
Power
24
7
0
Grass
.6
le
Retain
.3
SW
24
Sewer Property
17
Pole
ab
Vegetation
nt
#58232 Connection
.00
ou
pprox)
S
Approximate only
M
S
Block
CH 80
Plotted from
Thick
00
SW
0
8
9
Unitywater
.4
.9
7
27
27 . 0
28
.0
28 .
1
Vegetation
a
8
24
T*S2/200
.1
Records
.5
29 . 00
28
Wall
15|088 (
28
1
W
S
T*S2/200
.2
8
28
.7
S
21
2
.8
Wall Block Re
SW
27
etaining
5
T*S2/200
25 2
ining taining W
2
.8
9
.9
.9
.4
27
all
4
25
Reta
0
.0
26
4
.5
1
Block
.4
25
.1
27
27
30
Block R
0
9
0
0
28 4
2
.2
S
6
.4
.4
.2
.2
0
W
etainin
.2
27
6
8
26 . 0
26
.8
28
26
T*S3/T 3 300
26
Block R
.7
1 .9
g Wall
27
Power
26
.9 28
S
S
9
SW
.8
Concrete
26
6 18
0
9
Pole
3
.2
.9
.1 5.
.0
CONTOUR & DETAIL SURVEY
28
28
28
9
2
25 2
25
3
r
.1
.6
.1
we ds)
2
#76515
28
26
26
.9
Roof
3
25
Se cor S
.4
Driveway Pavers
5
.0
26
S
Stormwater Line
8
e
25
e
.8
r Level
4
0
.8
W
su r R
28
.0
0
SW
28
.2
24
Approximate only es te Block R
26
5
28.76
S
ence
Pr ywa
.0
etainin
25 .18
25
Plotted from g Wall
nit S
7
7
25
.1
Roof
.7
25
Council Records (U
5
Garde
Timber F
.2
00
Level 100°
9
29
0
.7
6
3
784
S
3
.5
0
39|721 (
.0
n
7
25
.9
Gutter
.2
27
SW
25
28.77
27
Roof
27
approx)
8
W
25 .
S
.7
7
.9
Level
15|57 (approx)
24
S
5
26
Level
4
.0
ad
00
.9
8
25
T*S2/T 2 200
Pavers
356°0830
.2
28
30.68 Roof
5
Grate
6
26
8
Ro
28.08
.3
.2
.7
28
0
24.
26
25
0
.8
.6
Level
2
0
6
24
S
.3
.8
.1
26
8
of
1
7
.6
S
.1
26
25
SW
28
.7
3
28 . 001
28
26
6
.3
0
25
28.10
3
.9
n
.
6
.6
23
28
29 . 0208
.7
ow
6
W
28
.7
18
Wall
RP48111
26
570 m
S
Cr
Pavers
8
g
.7
tainin S
7
0
8
.7
25
Roof
5
.9
.2
k Re
. 00
27
.8
28
26
9
16
.7
Bloc
8
9
.6
25
29 Floor Level
.7
S
25
2
1
7
25
4 2
.3
.8
.6 .6
2
Roof
28
.4
28.25
9
Level
28
27 27
5
.6
S
26
.8
21
W
Level
22
D1-2 26.31
S
Ridge 28.24 Roof
7
.4
27
TBM Level Level
S
serve)
7
ROAD
.0
S
3
T*S3/300 28.24
.9
29
Nail in Kerb 30.06
18
0
2
.9
7
.4
6
.1
1
27
9
29
.4
.1
.7
29
W
RL 29.03
27
29
25
0
2
Thick
.2
S Pavers
S
3
28
.2
3
See datum note
26
e
4
Ridge
27 3 7.7
717
190°
(road r
0
0
.4 2
Vegetation
.1
Sign
S
Level
29
6
29 . 0
.7
T*S2/200
6
27
.2
S 31.96
26
TWO STOREY RP48111
W
6
0
.7
.9
Roof
S
27
0
16
2
.6
0
.2
29
1
Block
3
Level
29
S
.1
CH 0.0
.0
TIMBER
26
S
29
8
.0
26 . 0027 .30
Retaining 29.77 Roof
28
6
.7
26
27
6
0
.7
Wall Level
.3
29
26
W
S
5
BUILDING
3
. 00
.8
28.25
.9
S
27
25
8
ROAD
.5
4
6
22
.2
.7
e
29
27
r Fenc
6
Deck
.0
Roof
28 . 00
S
1
T*S2/200
29
Ridge
.4
9
.1
9
27
Level
9
.8
T*S2/200
28
Level
.1
25
Level (road reserve)
20
W
28.68
Timbe
28.77
S
9
30.14
.8
6
.7
S
28
27
2
.8
0
28
8
Block Retaining Wa
0
.0 Ridge
.6
.7
28
11
6
DECK
.1
29
Level
28
S
W
Floor 32.68
S
Pavers
Cr
Level
Thick
ow
S
2
25.89
.1
4
2
n
.7
23
.0
28
17
of
Vegetation
pprox)
Ro
W
S
S
ad
7
ll
.7
Mo
27
6
.7
un
26 . 00
28
28 . 00
a
S
tab
15|088 (
Roof
28 . 00
T*S2/200
9
7 .09
.2
W
le
28
26
Level
S
0
5
.1
Ke
.8
.6
28.25
28
25
27
6
S
.7
Thick
3
rb
2
5
0
.0
15
22
.6
.2
.9
Block R
27 . 00
28
.
27
28
25
28
T*S4/400 etainin
g Wall
Grave Vegetation
3
l
AR ES
Roof
.6
S
W
27
S
6
.7
8
Level
4
27
26 . 00
.6
.4
20
28
4
CR
0
.8
28.25
3
.9
7
.4
25
25
.7
28
S Gutter
25
Gutter
Pavers
3
AK CE
4
.3
.3
Level
4
23
Sewer Manhole Level
.7
28
0
25 . 00
.5
27
W
T*S3/300
28
30.68
S
2
Approximate only 28.69
.1
Ridge
1
Gutter
26
S
.7
25
Plotted from Level Level
O NT
5
Unitywater Records
.7
5
35|858
24 . 00
25
29.71 29.49
.3
Roof
6
28
.3
(approx
28
O
Level
)
W
Ridge 280° Block R Gutter 28.21
3 . 00
etainin
223 . 00
N
30
S Level g Wall Level
1
RidgeT*S2/200
.5
222..0000
16
31.60
5
30.67
.2
TBM Level
5
28
.9
2 . 00
T*S2/200
6
22
.1
W
31.38
24 7.96
0
8
Screw in Kerb
23
S
.9
Gutter
23
211. 0
1
2
00
2
.3
RL 28.53 Level T*S2/200
00. 0. 0
Timbe
1199. .0000
See datum note 30.20 r Fenc
S DECK Gutter e
22
18 . 00
Level Timber
W
Gutter
17 . 00
Retaining
7
29.87
.4
Level
20
16 . 00
Wall
9
S 28.42
.6
15 . 00
17
14 . 00
W
9
13 . 00
.3
Gutter
24
S Floor
12 . 00
Level
Level
MULTI STOREY
11 . 00
28.70
27.59
S
W
BRICK
1
S
.0
10
BUILDING
W
Gutter
10 . 00
S Level
(not fully visible)
30.21
Note: 783
9 . 00
8
W
.4
S
10
8 . 00
RP48111
Refer to the digital file for levels and contours
7 . 00
S
0.00
extending east of the subject lot.
W
6 . 00
CH 10
!
S
5 . 00
Water Line
4 . 00
Approximate only
The NORTH POINT shown relates to the subject Plotted from
survey plan unless noted otherwise in title block. Unitywater Records Sewer Line
Approximate only
The user should ensure this is suitable for their purpose.
30
Plotted from
3.
!
Unitywater Records
Green contour lines denote "ground level" as
defined by local council.
! No survey marks were located at time of survey.
It is recommended that an Identification Survey be carried
out prior to any construction.
4 . 00
All boundary positions are approximate only.
28
3.
!
Levels shown on this plan are correct in relation to
the benchmarks placed on this plan.
AJS Surveys accepts no responsibility for any
subsequent plans or works that do not use the same
level datum as shown on this plan.
Subject title has not been obtained, therefore AJS
Surveys can not certify that no easements affect this
lot. A full title search should be carried out prior to
any construction.
!
This plan has been prepared for the purpose of
designing new constructions and should not be used
for any other purpose. Title boundaries were not marked
at time of survey and have been determined by plan
Natural Ground Contour Note:
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. LJS LEVEL DATUM: AHD PSM 44265 RL 27.686m SCALE: 1:100 (A0)
Prior to any demolition, excavation or construction on Scale 1:100 - Lengths are in Metres.
DRAWN:
HORIZ DATUM: ARBITRARY 4-6 Arakoon Crescent, Sunshine Beach
the site, the relevant authorities should be contacted
for accurate location of all services. 14-12-23 ADD LONGITUDINAL SECTIONS LJS B Shaun Lockyer Architects DATE:
CHECKED:
01-12-2023
LGM COORD ORIGIN: N/A Lots 784 & 785 on RP48111 PLAN REF: 23345-D1-1-B
1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14
08-12-23 ORIGINAL ISSUE LJS A MERIDIAN: RP48111
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (PA3660-Coastal Hazard Assessment - 4 arakoon.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.