Original source · versioned page text
MCU14/0106 Appendix E - Engineering Report
Very large file: it may take a few minutes
The original of this document is very large (24.1 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 170, section 1. The text section number identifies this passage in the reader.
XREF's: X-TITLE BORDER
CAD File: T:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C06-C07 ROAD LONG SECTS.dwg DATE PLOTTED: 8 December 2014 3:59 PM BY : NICHOLA WALLACE
A
Rev.
Date
28/11/2014
GRADE
RADIUS
LEVELS
LEVELS
DESIGN
CUT/FILL
HC DATA
(Depth of)
CHAINAGE
PAVEMENT
VC LENGTH
DA LODGEMENT
DATUM RL -4.0
EARTHWORKS
LIP LEVELS LHS
LIP LEVELS RHS
EXISTING SURFACE
FILL
CUT
0.000 6.779 6.779 0.000
Description
6.466, 6.971
MC03
2.969%
20.000 7.320 7.214 0.106 7.032 7.032 16.466, 7.181 I.P.16.466, 7.268
R 577
VC 20
23.811 7.314 7.225 0.089 7.043 7.043
26.466, 7.218
R -50
39.896 7.230 7.151 0.080 6.969
40.000 7.229 7.150 0.079 6.968
51.173 6.990 7.094 -0.105 6.913
-0.500%
60.000 6.801 7.050 -0.249 6.868
N.J.W P.M
R 45
66.816, 7.016
Des. Verif. Appd.
78.392 6.536 7.059 -0.522 76.816, 7.041 I.P.76.816, 6.966
R 667
VC 20
80.000 6.540 7.080 -0.540
86.816, 7.216
2.500%
100.000 6.201 7.546 -1.345
INTERSECTION MC01
102.179 6.154 7.600 -1.446 102.179, 7.600 I.P.102.179, 7.600
120.000 5.915 7.154 -1.239
HOFMANN DRIVE CONNECTION
-2.500%
135.568 5.699 6.765 -1.067
140.000 5.601 6.654 -1.053 6.473 139.702, 6.662
R -500
147.149 5.436 6.455 -1.019 6.273 6.273
149.702, 6.374 I.P.149.702, 6.412
VC 20
R 1333
160.000 5.298 6.000 -0.702 5.818 5.818 159.702, 6.012
161.554, 5.938
180.000 5.059 5.394 -0.335 5.212 5.212
195.850 4.808 5.236 -0.427 5.054 5.054 -4.000% 194.054, 5.239 I.P.194.054, 4.638
R 878
VC 65
200.000 4.736 5.241 -0.505 5.060 5.060 INTERSECTION MC07
A3 - 1:2000(H) 1:200(V)
SCALE A1 - 1:1000(H) 1:100(V)
LONGITUDINAL SECTIONS
220.000 4.445 5.544 -1.100 5.363 5.363
226.554, 5.743
240.000 4.194 6.200 -2.006 6.018 6.018
3.400%
R 94.5
251.518, 6.592
260.000 3.984 6.807 -2.823 6.625 6.625
280.000 3.816 6.734 -2.918 6.553 6.553 279.018, 6.757 I.P.279.018, 7.527
R 491
VC 55
286.973 3.712 6.517 -2.805 6.336 6.336
content of this document.
300.000 3.483 5.847 -2.364 5.665 5.665
-7.800%
306.518, 5.382
benefit of and use by the client in accordance with the
Cardno Limited All Rights Reserved.
307.199, 5.329
party arising out of any use or reliance by third party on the
This document is produced by Cardno Limited solely for the
assume any responsibility or liability whatsoever to any third
R -72.5
320.000 4.431 4.590 -0.160 4.410 4.409 318.699, 4.641 I.P.318.699, 4.432
R 315
VC 23
330.199, 4.374
337.336 4.466 4.340 0.126 336.118, 4.344
338.618, 4.338 I.P.338.618, 4.332
VC 5
340.000 4.472 4.339 0.133
R 524
341.118, 4.343
-0.500%0.455%
345.000 4.498 4.361 0.138
Level 1, 9 Maud Street
Maroochydore, QLD 4558
Web: www.cardno.com.au
Tel: 07 5443 2555 Fax: 07 5443 5642
Cardno (Qld) Pty Ltd | ABN 57 051 074 992P.M.
P.M.
Drawn
Verified
N.J.W.
N.J.W.
Checked
Designed
Approved
SIG APPROVED
RPEQ NO
DATE
Date
Date
.
.
.
.
. Title
Date Client
Date Project
.
CONCEPT
NOOSAVILLE
NOOSA CIVIC EXPANSION
HOFMANN DRIVE CONNECTION
L. ONGITUDINAL SECTION - MC03
QIC NOOSA CIVIC PTY LTD
HOR.
VERT.
Status
DATUM
1
10
A.H.D.
Drawing Number
0
0
1
10
Orig. Date
2
20
NOV 2014
3
30
Scale
J13041-CI-C07
4
40
FOR APPROVAL
AS SHOWN
5m
50m
Size
A1
A
Revision
1:100
1:1000
NOT TO BE USED FOR CONSTRUCTION PURPOSES
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
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.