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16-003302-3302(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
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A
REVISION
DATE
CHAINAGES
ISSUE DETAILS
CUT (-) / FILL
21.12.16 ORIGINAL ISSUE
DATUM RL 93.0
LHS EDGE LEVEL
RHS EDGE LEVEL
DESIGN SURFACE
EXISTING SURFACE
HORIZONTAL CURVES
0.000 103.181 102.284 102.918 102.647 -0.897
4.000 103.076 102.404 102.828 102.404 -0.672 IP CH 4.000 RL 102.404
6.116 102.995 102.383 102.781 102.461 -0.611
-
-
*
8.616 102.905 102.346 102.725 102.436 -0.559 IP CH 8.616 RL 102.358
EXISTING
STAGE 1A
VC 5.0
11.116 102.852 102.283 102.373 102.373 -0.569
(R250.0)
START OF CONSTRUCTION CH 13.023
INTERSECTION LOOP ROAD RL 102.226
17.563 102.725 102.090 102.180 -0.635
3.0% -1.00% -3.000%
20.000 102.631 102.011 102.101 -0.620
ROAD
IP CH 22.563 RL 101.940 INTERSECTION BOWLING GREEN ACCESS
SURFACE
22.109 102.545 101.933 -0.613
CONCRETE
22.563 102.518 101.915 -0.603 CH 22.557 RL 101.915
VC 10.0
(R500.0)
R6.000
25.369 102.326 101.795 -0.531
27.563 102.167 101.690 -0.477
-5.000%
INTERSECTION BOWLING GREEN ACCESS
3*
37.966 101.415 101.170 101.260 -0.245
CBR
ASSUMED SUBGRADE CBR
40.000 101.268 101.076 101.166 -0.192 CH 37.654 RL 101.185
DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
SUBGRADE
HT
42.966 101.053 100.970 101.060 -0.084 IP CH 42.966 RL 100.920
DRAWN
VC 10.0
(R250.0)
47.966 100.651 100.870 100.960 0.219
BF
DESIGN
-
53.031 99.898 100.819 100.909 0.921
-1.000%
ESA'S
REFER INTERSECTION DETAILS FOR LIP LEVELS
TRAFFIC
58.031 100.233 100.706 100.796 0.473 IP CH 58.031 RL 100.769 INTERSECTION BOWLING GREEN ACCESS
58.761 100.221 100.680 100.770 0.459
DRAWN
DESIGN
VC 10.0
(R200.0)
CH 59.044 RL 100.668
R33.000
60.000 100.201 100.628 100.718 100.718 0.427
60.482 100.193 100.606 100.696 100.696 0.413
-6.000%
63.031 100.153 100.469 100.559 100.559 0.316 IP CH 69.785 RL 100.064
STATUS
64.785 100.133 100.364 100.454 100.454 0.231
APPROVED
VC 10.0
(R250.0)
69.785 100.124 100.114 100.204 -0.011
INTERNAL
INTERSECTION LOOP ROAD
ROAD CLASS
74.785 100.056 99.964 100.054 -0.093
80.000 99.945 99.859 99.949 -0.086 CH 75.956 RL 99.940
-2.000%
ANDREW McPAIL
83.456 99.864 99.790 99.880 -0.074
85.956 99.806 99.748 99.838 -0.058 IP CH 85.956 RL 99.740
88.456 99.789 99.720 99.810 -0.069
VC 5.0
(R416.7)
150
(mm)
CONCRETE
SURFACING
PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
-0.800%
100.000 99.719 99.628 99.718 99.838 -0.091
RPEQ 6921
FOR APPROVAL
PRELIMINARY PAVEMENT DESIGN
101.158 99.706 99.619 99.709 99.829 -0.087
NOT FOR CONSTRUCTION
106.158 99.621 99.549 99.639 99.759 -0.072 IP CH 106.158 RL 99.579
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
150 (CBR45)
VC 10.0
BASE (mm)
(R418.0)
111.158 99.468 99.419 99.509 99.629 -0.049
-
SCALE
120.000 99.131 99.137 99.227 0.005
-3.192%
(mm)
1:50
1:1000
1:100
1:500
121.344 99.080 99.094 99.184 0.014
SUB-BASE
121.725 99.060 99.082 0.022
1
10
IP CH 126.725 RL 98.922 LP CH 127.145 RL 98.995
ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
126.725 98.738 98.996 99.086 0.257
LOOP ROAD
5
127.145 98.723 98.995 99.085 0.272
0.5
SCALE VERT 1:100
R-9.890
SCALE HORIZ 1:1000
131.725 98.556 99.057 99.147 0.501
-
0
0
132.502 98.529 99.078 99.168 99.168 0.549
(mm)
IP CH 137.502 RL 99.213 HP CH 137.151 RL 99.141
BLANKET
136.879 98.391 99.140 99.230 0.749
137.151 98.384 99.141 99.231 0.757
VERTICAL
137.465 98.376 99.140 99.230 0.765
HORIZONTAL
LP CH 147.702 RL 98.971
1
2.697% -3.104%
10
IP CH 146.638 RL 98.929
R-15.000
137.502 98.375 99.140 99.230 0.766 INTERSECTION CARAVAN AISLE
VC 10.0 VC 10.0 VC 7.5
140.000 98.314 99.117 99.207 0.803
(R169.8) (R172.4) (R155.1)
300
CH 147.499 RL 98.903
(mm)
142.502 98.259 99.058 99.148 0.799
TOTAL BOX
142.888 98.251 99.046 99.136 0.794
2
20
146.638 98.256 98.975 99.065 0.719
A3
A1
A3
A1
147.270 98.263 See the original
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