Original source · versioned page text
ECM_22343538_v1_Proposal Plans
Plans and drawings: the text below has words only, no drawings.
Very large file (19.3 MB): may take a few minutes to open.
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
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,
5
785
0.08
C IS304495, IS295771, IS177648, SP137632, IS156867,
ES
IS159182, IS95399 & IS29170 Held by Department of
L: 3
RP48111 Resources. Bearings shown on the plan have been
ne R
CR
2
rotated by 8°46'20" to be in terms of MGA2020 z56.
8.82
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
K
L: 3
2.72
geli
should be contacted for locations of underground
Line
Rid
A
ne R
Rid
services if applicable.
L: 3
AR
only tion
2
Trunk: 0.400m
ne R
geli
8.96
For detailed information please refer to digital models.
prox l Protec
9
Spread: 6.0m
Rid
L-D)
8.20
)
L: 2
geli
Height: 10.0m
W (Q
Survey File: M4371 3000 001 A.12da & .dwg
Rid
ne R
L: 2
s t a
02
R
Coa
0m
geli
(Ap
This note is an integral part of the plan.
.W
28.2
ght: : 6.0m
91
Rid
Spr k: 0.80
T.O
6.0m
28.5
RL:
6
4
784
7
0
00
0.71
28.4
)
ead
-D
RL:
.00
.W
Sewer MH
SS
L
SE
L-D)
n
(Q
T.O
28
RP48111
L: 3
SL:28.856
M
Tru
76
RL:
S
.W
W (Q
Gut
0
Hei
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
4
0
D
8
T.O
.594
8.0mm
3
(Q
26.0
9
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
6
Gutter RL: 34.456
W (Q
00
0
L: 3
DW STING line RL:
)
L-D
9.89
Sewer MH
SS
(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)
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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.