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Attachment 2 - 1856-R30_R63
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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
IP CH. 11.797 RL.8.279
IP CH. 11.732 RL.8.279
IP CH. 11.957 RL.8.129
CH.23.529 RL.7.993
IP CH. 29.997 RL.7.916
CH.36.466 RL.7.359
CH.42.477 RL.6.842
IP CH. 63.559 RL.5.026
CREST CH. 207.898 RL.4.713
SAG CH. 219.600 RL.4.672
IP CH. 206.865 RL.4.728
SAG CH. 169.092 RL.4.492
IP CH. 131.400 RL.4.683
IP CH. 219.990 RL.4.661
CH.84.642 RL.4.919
IP CH. 194.800 RL.4.633
CH.201.992 RL.4.690
CH.216.016 RL.4.681
CH.223.964 RL.4.686
CH.194.053 RL.4.629
CH.195.548 RL.4.639
CH.211.738 RL.4.703
CH.172.385 RL.4.501
CH.166.133 RL.4.500
Horiz Curve Data R-70m R50m R52m R50m
-93.691%
-0.512%
0.787%
-0.5%
Vertical Geometry Grade (%) -1.178% -8.614% -0.505% -0.528% 0.588% 0.623%
0%
L12.937
L6.252
L1.495
L9.746
L7.948
R560
R750
R750
R700
Vertical Curve Length (m) L42.165
Vertical Curve Radius (m) R174 R520
DATUM R.L.0.000
NEW ROUNDABOUT NEW SEAL NEW INTERSECTION
WORKS EXTENT
CUT 0 166.293 87.86 0.608 0 0 0 0 0 0 0
VOLUMES
FILL 147.6 85.652 256.65 1116.119 1675.762 1840.384 1964.165 1690.59 1508.438 1198.791 74.407
NATURAL SURFACE
7.982
7.732
7.358
7.239
6.870
6.870
6.782
6.759
6.719
6.024
5.978
5.877
5.160
4.961
4.412
3.954
3.754
3.742
3.738
3.760
3.792
3.817
3.851
3.936
4.067
4.088
4.128
4.153
4.305
4.384
4.445
4.452
4.522
4.647
4.791
4.823
CUT / FILL DEPTH
-0.356
-0.561
-0.676
-0.753
-0.490
-0.489
-0.273
-0.218
-0.123
-0.430
-0.786
-0.901
-0.895
-0.893
-0.772
-0.707
-0.675
-0.651
-0.611
-0.562
-0.551
-0.546
-0.537
-0.399
-0.297
-0.227
-0.221
-0.163
-0.079
0.397
0.404
0.413
0.196
0.041
0.005
0.017
DESIGN LEVELS ON
8.338
8.293
8.034
7.993
7.361
7.359
7.055
6.977
6.842
5.627
5.573
5.464
4.963
4.919
4.842
4.741
4.655
4.638
4.631
4.532
4.500
4.492
4.501
4.546
4.629
4.639
4.674
4.690
4.703
4.681
4.672
4.672
4.686
4.725
4.786
4.806
ROAD CENTRELINE
136.656
141.168
166.133
169.092
172.385
194.053
195.548
201.992
211.738
216.016
223.964
230.331
243.249
23.529
36.447
36.466
40.905
42.477
63.328
84.642
CHAINAGE
8.856
61.05
219.6
100
120
140
160
180
200
220
240
20
40
60
80
0
12D OUTPUT SCALE LONGITUDINAL SECTION NEW ROAD B
1:500 HORIZ
10 VERTICAL
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: 16 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 B LONGITUDINAL SECTION R45 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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