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1856-R30_R70
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EXTENT OF NEW WORKS
40mm AC WITH AMCO PRIME AT A RATE OF 1.0 LITRES/m2
125mm BASE COURSE GRAVEL (TYPE 2.1 - CBR80)
150mm SUB-BASE COURSE GRAVEL (TYPE 2.3 - CBR45)
SUB-GRADE 300mm
THE ABOVE IS SUBJECT TO TESTING & FINAL PAVEMENT DESIGN APPROVAL
CREST CH. 189.875 RL.8.950
IP CH. 187.982 RL.9.000
CH.204.246 RL.8.910
CH.171.717 RL.8.886
IP CH. 332.780 RL.8.471
IP CH. 332.780 RL.8.521
SAG CH. 299.615 RL.8.394
IP CH. 341.427 RL.7.659
IP CH. 333.100 RL.8.621
IP CH. 333.165 RL.8.621
IP CH. 298.433 RL.8.390
IP CH. 61.765 RL.8.118
IP CH. 11.996 RL.8.278
IP CH. 12.061 RL.8.278
CH.295.470 RL.8.406
CH.301.395 RL.8.397
IP CH. 12.221 RL.8.178
CH.64.159 RL.8.135
IP CH. 12.222 RL.8.128
SAG CH. 39.228 RL.7.890
CH.47.225 RL.7.940
CH.59.371 RL.8.089
IP CH. 39.976 RL.7.850
CH.32.726 RL.7.923
R45m R80m R-35m R-80m R200m
-11.641%
Horiz Curve Data
-0.037%
-0.5%
0%
0%
Vertical Geometry Grade (%) -1% 1.23% 0.698% -0.553% 0.237%
L32.53 L5.925
Vertical Curve Length (m) L14.499 L4.788
Vertical Curve Radius (m) R650 R900 R2600 R750
DATUM R.L.5.000
CUT 51.064 138.647 205.703 247.19 239.976 233.247 235.993 253.277 309.108 364.823 290.766 80.475 0.049 0 21.074 8.636
VOLUMES
FILL 3.724 1.762 2.827 3.162 3.142 3.158 3.148 3.141 3.141 3.144 3.172 14.136 230.795 516.864 352.33 0.375
NATURAL SURFACE
7.982
8.162
8.186
8.193
8.251
8.268
8.448
8.620
8.628
8.642
8.680
8.760
8.836
8.903
8.964
9.006
9.085
9.120
9.264
9.439
9.518
9.604
9.742
9.737
9.730
9.662
9.227
8.748
8.604
7.883
7.532
7.473
7.469
7.455
7.342
9.241
9.358
8.718
8.547
CUT / FILL DEPTH
-0.356
-0.609
-0.874
-0.921
-0.925
-0.941
-1.080
0.111
0.264
0.287
0.360
0.378
0.508
0.531
0.531
0.533
0.544
0.568
0.590
0.614
0.637
0.620
0.600
0.595
0.599
0.635
0.631
0.673
0.812
0.827
0.854
0.839
0.515
0.122
0.002
0.800
0.906
0.892
0.889
DESIGN LEVELS ON
8.338
8.050
7.923
7.906
7.890
7.891
7.940
8.089
8.097
8.109
8.135
8.192
8.246
8.289
8.328
8.386
8.486
8.525
8.665
8.805
8.886
8.931
8.930
8.910
8.875
8.823
8.712
8.626
8.602
8.491
8.406
8.394
8.395
8.397
8.422
8.441
8.452
7.825
7.658
ROAD CENTRELINE
114.339
171.717
204.246
210.564
299.615
301.395
312.103
324.654
32.726
34.702
39.228
47.225
59.371
61.107
64.159
72.325
86.131
91.725
255.65
295.47
344.78
CHAINAGE
100
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140
160
180
200
220
240
260
280
300
320
340
20
40
60
80
0
LONGITUDINAL SECTION NEW ROAD C
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL SCALE 1:1000 (Horiz.) A3 AT NOOSA CIVIC, WALTER HAY DRIVE
B 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 22 OF 42
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
0 1 2 3 4 5m (RPEQ 19358) p 07 5443 8285 ROAD C LONGITUDINAL SECTION R51 B
CL
SCALE 1:100 (Vert.) A3 e [email protected] w www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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