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CHANGE - Engineering Plans
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
CONTROL LINE SETOUT TABLE - DRIVEWAY CENTERLINE
PT CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 1008.541 1040.491 114°49'40.04"
TC 18.537 1025.364 1032.707 114°49'40.04"
IP 2 19.558 1026.329 1032.261 R = 3.000 2.043 39°01'17.04"
CT 20.580 1026.797 1031.307 153°50'57.08"
TC 46.755 1038.334 1007.811 153°50'57.08"
IP 3 49.110 1039.655 1005.120 R = -3.000 4.709 89°56'41.12"
CT 51.465 1042.346 1006.439 63°54'15.96"
TC 63.246 1052.926 1011.621 63°54'15.96"
IP 4 65.586 1055.593 1012.927 R = 3.000 4.681 89°24'02.39"
CT 67.927 1056.926 1010.274 153°18'18.35"
IP 5 84.981 1064.588 995.038 153°18'18.35"
BOUNDARY
CH 4.771 RL120.839
CH 1.419 RL120.763
MAPLE ST
CH 23.826 RL120.365
CH 18.083 RL120.336
HIGH POINT
LOW POINT
VTP CH 9.055
VTP CH 11.055
HIGH POINT
LOW POINT
DESIGN SURFACE
VTP CH 40.064
VTP CH 42.064
RL120.534
RL120.422
MATCH NEATLY TO
RL120.284
EXISTING SURFACE
RL120.257
EXISTING KERB INVERT
Vertical Curve Length (m) 2m 2m
Vertical Curve Radius (m) R 22.766m R 115.985m
Vertical Geometry Grade (%) -10% 2% 2.5% -2.5% -10% -1.215% 0.5% -0.5% -2.224% -2% -1%
Vertical Geometry Length (m) 1.5m 1.5m 1.852m1.643m 3.641m 8.028m 5.743m 17.238m 19.3m 7.421m 17.196m
Horizontal Curve Length (m) 2.043m 4.709m 4.681m
Horizontal Curve Radius (m) R 3m R -3m R 3m
DATUM RL 116.000
CUT / FILL DEPTH
-0.012
-0.033
-0.025
-0.007
-0.004
-0.108
-0.099
-0.194
-0.236
-0.038
-0.044
0.000
0.002
0.064
0.001
0.002
0.607
0.834
0.832
1.162
1.373
TO EXISTING SURFACE
0
DESIGN LEVELS
120.744
120.763
120.793
120.839
120.798
120.456
120.336
120.339
120.346
120.349
120.365
120.284
120.274
120.152
120.047
119.858
119.849
119.792
119.701
119.700
119.579
119.529
ROAD CENTRELINE
EXISTING SURFACE
120.744
120.775
120.791
120.872
120.734
120.481
120.343
120.343
120.345
120.348
120.363
120.392
120.373
120.346
120.283
119.896
119.893
119.185
118.867
118.867
118.417
118.156
LEVELS
CONTROL LINE CHAINAGE
10.055
18.083
18.537
20.000
20.580
23.826
40.000
41.064
46.755
51.465
60.000
60.364
63.246
67.785
67.927
80.000
84.981
0.000
1.419
2.919
4.771
6.414
ROAD CENTRELINE
DRIVEWAY LONGITUDINAL SECTION
SCALE: HORIZONTAL - 1:200
VERTICAL - 1:40
VERTICAL SCALE 0.4 0 0.4 0.8 1.2 1.6 2.0 1:40 (meters)
HORIZONTAL SCALE 2 0 2 4 6 8 10 1:200 (meters)
(FULL SIZE)
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
45 MAPLE ST, COOROY AND 9 MYALL DRIVEWAY LONGITUDINAL SECTION
N
---- ---- ---- ---- ---- 31423 17/04/2026 ST COOROY
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- NTS www.recor.au | ABN 89 647 469 707 MYALL RISE PTY LTD COOROY SOCIAL HOUSING A1
A 17/04/2026 ISSUED FOR OWP APPROVAL AY EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0478-26-001 C041 A
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