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3018AppendixD
Attached to the e-mail RAL21/0018 - Information Request Response - 130 Lake Macdonald Drive Cooroy (Email 3 of 3).
Z = 116.829
Z = 116.678
Z = 115.788
DESIGN
DESIGN
DESIGN
OFFSET
OFFSET
OFFSET
SURVEY
SURVEY
SURVEY
Y = 2133.668
X = 1062.046
Y = 2131.249
X = 1066.422
Y = 2128.829
X = 1070.798
Centreline Data
Centreline Data
Centreline Data
DATUM RL 115.500
DATUM RL 113.500
DATUM RL 111.500
-7.500 116.494 116.529
-7.393 114.490 114.490 -9.744 112.424 112.424
1 in -
2
1 in
-2
-4%
-3.500 114.840 116.436
-2.500 114.920 116.603
-3.500 112.893 115.546
-3%
-2.500 112.972 115.713
0.000 116.829 116.829 0.000 115.079 116.678
CHAINAGE 5
-3%
CHAINAGE 0
-3%
0.000 113.174 115.788
2.500 115.205 116.603
CHAINAGE 10
3.500 115.252 116.436
-3%
4%
1 in
2.500 113.387 115.713
-2
5.632 115.371 115.371
3.500 113.483 115.546
7.500 117.104 117.129
1 in
-2
7.000 113.796 113.796
A3 VERT SCALE 1:50
A3 HORZ SCALE 1:50
Z = 115.013
DESIGN
OFFSET
SURVEY
Y = 2126.410
X = 1075.173
Centreline Data
DATUM RL 112.500
-5.787 113.272 113.272
1
in -
2
Z = 115.142
Z = 115.206
DESIGN
DESIGN
OFFSET
OFFSET
SURVEY
SURVEY
Y = 2123.990
X = 1079.549
Y = 2123.506
X = 1080.424
Centreline Data
Centreline Data
-2.744 113.365 114.794
DATUM RL 114.000
DATUM RL 114.000
-2.677 114.842 114.842 -2.749 115.119 115.119
-1.744 113.439 114.961 -2.500 115.118 114.995
-2.500 114.854 114.930
-1.500 114.933 115.097 -1.500 115.111 115.161
-3%
0.000 113.567 115.013
-3%
-3%
0.000 115.067 115.142 0.000 115.102 115.206
CHAINAGE 15
-3%
-3%
-3%
1.744 113.695 114.961
CHAINAGE 21
1.500 115.079 115.097 1.500 115.093 115.161
CHAINAGE 20
2.744 113.783 114.794
2.500 115.073 114.930 2.500 115.087 114.995
2.782 115.071 115.071 2.683 115.086 115.086
1 in
-2
4.383 113.974 113.974
Hydraulic Engineers
Callaghan & Toth
Civil, Environmental &
[OCR of page images]
-3%
-3%
—] [—,
Ting
aor
Centreline Data | —_—
X= 1070.798 rs —_
Y = 2128,829 eee rT]
_z=s6208 —— —— —
DATUM RL 111.500
5 ¢ 2 8 2 g 8
DESIGN qa 6 8 S 8 8 3S
a 3 &g x 3 3 3
SURVEY g g a 5 5 5 5
OFFSET = 3 8 8 8 8 8
$ % 9 3 ai 3 Fe
CHAINAGE 10
3% “3%
Ting
Centreline Data
Centreline Data
X= 1062.046
Y = 2133.668
Z= 116.829 —_
DATUM RL 115.500
MATCH EXISTING
ROAD SURFACE
X= 1066.422 |
Y = 2131.249
__2= 116.678 —- —~ J
DATUM RL 113.500
DESIGN z z 3 3 g 3 2
g g g g 8 g 5
SURVEY 3 2 g 8 3 3 8
OFFSET 3 g 2 8 3 3 3
x © o S ai ° 6
CHAINAGE 5
NATURAL SURFACE
X= 075.173
Y=2126.410
Z= 115.013
Centreline Data
DATUM RL 112.500
Centreline Data
X = 1080.424
Y = 2123.506 3% 3%
T= 116206 y FJ
DATUM RL 114.000
2| a} & g gl 8
DESIGN 5] 2 S 8 8) 8
=| =| = 8 g 3| 3
SURVEY 3B) 3 5 & 8 3
OFFSET z 8 g 8 g gl g
| : ° = ai] si
CHAINAGE 21
Centreline Data
X = 1079.549
Y = 2123.990 -3% -3%
221184200 nn +7
DATUM RL 114.000
gl sl 8 g 5 gis
DESIGN s/s] 8 5 8 s| 3
gl al 3 8 g els
SURVEY e/ | ¢ 3 3 8] 8
OFFSET 5| 8] 8 8 8 8) 8
q q 7 3 - A oi
CHAINAGE 20
-3% -3%
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSAVILLE 4566
yt 1.16/90 Goodchap Street
=| Phone 54749081
www.callaghanandtoth.com.au
designed | MP. datum AHD DERIVED
drawn MP.
Jenecked | AOT | Origin (BM) PSM 116668 |
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE: 5442 6121
FT
project
PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY
Ee
($<
Client
S. ARNOLD & L. PETERSEN
|
——
title
DRIVEWAY CROSS-SECTIONS
VN)
LOTS 11-13 OF THE
RECONFIGURATION OF LOT 233
ON MCH4301
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
KN
_ a’
SCALE
AS SHOWN
ld
REVISIONS
A | FOR APPROVAL
FILES
COMPUTER DIRECTORY
DESIGN
116.529
116.829
117.129
DESIGN
113.272
114.794
114,961
115.013
114.961
114.794
113.974
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN
SURVEY
116.494
116.829
SURVEY
117.104
113.272
113.365
113.439
113.567
113.695
113.783
113.974
FOR APPROVAL
OFFSET
-7.500
0.000
OFFSET
7.500
“5.787
2.744
4.744
0.000
1.744
2.744
4.383
Sheet 4 of 5 sheets
CHAINAGE 0
A3 HORZ SCALE 1:50
A3 VERT SCALE 1:50
CHAINAGE 15
drawing number
2151-04
XK date DECEMBER 2021 S/S
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