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Attachment 2 - 1856-R30_R63
Original PDF page 19, section 1. The text section number identifies this passage in the reader.
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. 12.040 RL.8.277
IP CH. 12.105 RL.8.277
IP CH. 12.265 RL.8.177
IP CH. 31.983 RL.7.930
CH.22.275 RL.8.027
CH.21.064 RL.8.040
CH.44.394 RL.6.842
CH.41.691 RL.7.079
IP CH. 64.999 RL.5.036
CH.85.605 RL.4.928
SAG CH. 200.475 RL.4.342
IP CH. 218.496 RL.4.437
IP CH. 201.433 RL.4.321
CH.216.983 RL.4.427
CH.220.010 RL.4.441
CH.208.682 RL.4.370
CH.194.184 RL.4.359
Horiz Curve Data R-50m R50m R75m R120m R50m R-50m
-50000%
-0.499%
-62.5%
0%
0.248%
Vertical Geometry Grade (%) -1% -8.766% -0.524% 0.684%
L14.498
L3.027
R695
Vertical Curve Length (m) L19.416 L41.21
Vertical Curve Radius (m) R250 R500 R1200
DATUM R.L.0.000
NEW ROUNDABOUT NEW SEAL EXISTING
WORKS EXTENT
CUT 0 0.085 69.345 70.269 12.829 0.769 0 0 0 0.238 0
VOLUMES
FILL 287.872 203.49 6.81 2.818 8.124 75.269 206.779 316.915 472.638 133.068 44.954
NATURAL SURFACE
7.982
7.113
6.989
6.670
6.237
6.175
6.138
6.076
6.071
5.727
5.682
5.640
5.296
5.186
4.941
4.723
4.679
4.577
4.392
4.224
4.110
3.928
3.748
3.487
3.487
3.475
4.222
4.236
4.425
4.435
4.435
4.441
4.441
4.462
CUT / FILL DEPTH
-0.356
-0.938
-1.039
-1.227
-0.985
-0.904
-0.853
-0.766
-0.758
-0.249
-0.155
-0.077
-0.041
-0.069
-0.133
-0.250
-0.357
-0.428
-0.542
-0.685
-0.880
-0.880
-0.883
-0.120
-0.106
-0.001
-0.001
0.307
0.258
0.089
0.055
0.008
0.008
0.000
DESIGN LEVELS ON
8.338
8.050
8.027
7.898
7.222
7.079
6.991
6.842
6.829
5.977
5.837
5.718
4.989
4.928
4.852
4.764
4.748
4.710
4.643
4.581
4.538
4.470
4.433
4.367
4.367
4.359
4.342
4.342
4.370
4.427
4.427
4.441
4.441
4.462
ROAD CENTRELINE
116.857
151.753
173.017
192.584
192.586
194.184
200.475
208.682
216.983
217.024
228.361
22.275
28.209
41.691
42.699
44.394
44.546
55.733
57.957
85.605
127.17
220.01
CHAINAGE
100
120
140
160
180
200
220
20
40
60
80
0
LONGITUDINAL SECTION NEW HOFMANN DRV
12D OUTPUT SCALE
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: 19 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 HOFMANN DRIVE LONGITUDINAL SECTION R48 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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