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ECM_22343537_v1_Coastal Hazard Assessment
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Note:
This plan was prepared as a site contour and detail
survey of 2 Arakoon Crescent, Sunshine Beach, Qld,
T 4567 and it should not be used for any other purpose.
L-D)
N Driveway
Lot boundaries were not marked at the time of survey
CE
W (Q
and have been derived from survey plan's RP48111,
85
785 IS304495, IS295771, IS177648, SP137632, IS156867,
30.0
S RP48111 IS159182, IS95399 & IS29170 Held by Department of
RE
L:
Resources. Bearings shown on the plan have been
ne R
22
rotated by 8°46'20" to be in terms of MGA2020 z56.
C
7
28.8
0.09
geli
ON
L-D)
Rid
Services shown hereon have been located by field
RL:
L: 3
W (Q
7
survey where possible. Prior to any excavation,
0.25
ne R
ne
O demolition or construction the relevant authorities
geli
22
K
L: 3
geli
should be contacted for locations of underground
32.7
Line
Rid
A
ne R
Rid
services if applicable.
AR
RL:
only tion
62
Trunk: 0.400m
geli
28.9
For detailed information please refer to digital models.
prox l Protec
ne
09
Spread: 6.0m
Rid
L-D)
)
geli
28.2
RL:
Height: 10.0m
W (Q
Survey File: M4371 3000 001 A.12da & .dwg
Rid
a
RL:
ne
s t
02
Coa
Hei ad: 6. 0m
geli
(Ap
This note is an integral part of the plan.
.W
28.2
6.0mm
1
Rid
Spr k: 0.80
T.O
Tru L: 28.59
0
RL:
06
4
784
7
00
0.71
28.4
)
-D
0
.W
Sewer MH
SS
ght :
.0
L
SE
)
R
n
(Q
D
T .O
28
RP48111
e
L: 3
SL:28.856
-
M
76
RL:
S
.W
L
W (Q
Gut
0
27.9
ter R
T.O
27.0
ter R
.W
L: 2 EXISTING
9.75
T.O
RL:
8
.465
DWELLING
Gut
Gut
ter R 5 0 5
N
.W
RL: 28
Hei ad: 6. 0m
)
L: 2
L-D
P
34
0
D
8.59
T .O
8.0mm
(Q
26.0
9 4
26.9
5
PO
Spr k: 0.60
S
D
0
0
00
6.
FL
Trunk: 0.400m
L-D)
Gutter
2
SS
109° Scale 1 : 250 - Distances are in Metres
RL:
Spread: 8.0m 16'2
W (Q
M
HOU
35.8 0"
351°27'2
ght:
ISSUE/REVISION
.W
n
Height: 6.0m SE
e
ENT
Tru
58
14.120
T .O
RY
)
L-D
CP
(Q
D
S
0"
ROA
SP148678 ay
vew
32
IO
8
Dri
31.4
L-D)
0.27
STA
IRS
06
Gutter RL: 34.456
W (Q
0
L: 3
DW STING line RL:
)
-D
0
9.89
Sewer MH
SS
L
(Q
ter R
SL:27.610 P
A 25/05/22
S
Issued to client
M
D
L: 2
Hei ad: 4. 0m
ge
SE
L-D)
8.0mm 23.00
Gut
ter R
E (4Q.00
5.0mm
Trunk: 0.300m Rev Date Revision Details
Rid
ING
0
Ridgeline RL: 31.803
Spr k: 0.30
POOL
22.0
0
Spread: See the original
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