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Amended Stormwater Management Report
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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)
E N Driveway
Lot boundaries were not marked at the time of survey
W (Q
and have been derived from survey plan's RP48111,
85
785
SC
IS304495, IS295771, IS177648, SP137632, IS156867,
30.0
IS159182, IS95399 & IS29170 Held by Department of
RP48111
E
L:
Resources. Bearings shown on the plan have been
ne R
R
2
rotated by 8°46'20" to be in terms of MGA2020 z56.
8.82
C
7
0.09
geli
L: 2
ON
L-D)
Rid
Services shown hereon have been located by field
L: 3
ne R
W (Q
7
survey where possible. Prior to any excavation,
0.25
ne R
O demolition or construction the relevant authorities
geli
2
AK
L: 3
2.72
geli
should be contacted for locations of underground
Line
Rid
ne R
Rid
services if applicable.
L: 3
AR
only tion
2
Trunk: 0.400m
eR
geli
8.96
For detailed information please refer to digital models.
prox l Protec
9
Spread: 6.0m
n
Rid
L-D)
8.20
)
L: 2
geli
Height: 10.0m
W (Q
Survey File: M4371 3000 001 A.12da & .dwg
Rid
eR
L: 2
s t a
n
02
R
Coa
0m
geli
(Ap
This note is an integral part of the plan.
.W
28.2
ght: : 6.0m
n 8.591
Rid
Spr k: 0.80
T.O
6.0m
4
RL:
06
00 784
7
L: 2
0.71
28.4
)
ead
L-D
S
.00
.W
Sewer MH SE S
L-D)
R
(Q
T.O
28
SL:28.856
RP48111
L: 3
M
Tru
6
RL:
S
.W
W (Q
7.97
Gut
0
Hei
ter R
T.O
27.0
ter R
.W
L: 2 EXISTING
L: 2
9.75
T.O
8
.465
DWELLING
Gut
R
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
5 4
09
26.9
0 PO
Spr k: 0.60
S
D
0
S0 6.
FL
Trunk: 0.400m
L-D)
Gutter
S 2 109° Scale 1 : 250 - Distances are in Metres
RL:
Spread: 8.0m M 16'2
W (Q
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
)
-D L
CP
(Q
D
S
0"
ROA
SP148678 ay
vew
32
IO
8
Dri
31.4
L-D)
0.27
STA 6
Gutter RL: 34.456 IRS
W (Q
00
.890
L: 3
DW STING line RL:
)
L-D
Sewer MH
SS
(Q
ter R
9
SL:27.610 M
P
A 25/05/22
S
D
Issued to client
L: 2
Hei ad: 4. 0m
ge
SE
L-D)
3.00
Gut
ter R
E (Q 0
5.0mm
Trunk: 0.300m Rev Date Revision Details
Rid
ING
0
24.0
Ridgeline RL: 31.803
Spr k: 0.30
POOL
22.0
0
ght: .0m 2
Spread: 3.0m
Gut
ELL
m
L-D)
Height: 6.0m
)
0
CONSULTING
EXI
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