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1856-R30_R71_D Roadworks
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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
IP CH. 332.780 RL.8.521
IP CH. 332.780 RL.8.471
SAG CH. 299.615 RL.8.394
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.8.158
IP CH. 12.061 RL.8.158
SAG CH. 37.824 RL.7.873
IP CH. 12.221 RL.8.058
IP CH. 39.976 RL.7.850
IP CH. 12.222 RL.8.008
IP CH. 341.427 RL.7.650
Horiz Curve Data R80m R-50m R-80m R200m
-11.753%
-1.5%
0%
0%
0%
Vertical Geometry Grade (%) -0.568% 1.23% 0.698% -0.553% 0.237%
Vertical Curve Length (m) L11.691 L4.788 L32.53 L5.925
Vertical Curve Radius (m) R650 R900 R2600 R750
DATUM R.L.4.000
CUT 193.901 305.915 398.848 447.842 439.467 434.995 438.256 457.118 514.854 567.946 481.329 243.834 36.713 0 60.709 17.962
VOLUMES
FILL 0 0 0 0 0 0 0 0 0 0 0 1.193 89.396 318.784 206.981 0.002
NATURAL SURFACE
7.982
8.162
8.170
8.207
8.246
8.299
8.449
8.633
8.641
8.689
8.842
8.897
8.909
9.006
9.116
9.126
9.270
9.445
9.527
9.614
9.741
9.736
9.730
9.654
9.207
8.748
8.574
7.860
7.517
7.464
7.460
7.446
7.342
9.566
9.358
8.676
8.547
CUT / FILL DEPTH
-0.356
-0.028
-0.632
-0.889
-0.931
-0.935
-0.951
-1.078
0.198
0.231
0.323
0.373
0.423
0.526
0.544
0.544
0.553
0.596
0.616
0.620
0.620
0.602
0.601
0.606
0.641
0.641
0.683
0.811
0.826
0.849
0.831
0.494
0.116
1.125
0.908
0.859
0.897
DESIGN LEVELS ON
8.338
7.964
7.940
7.884
7.873
7.877
7.922
8.089
8.097
8.135
8.246
8.281
8.289
8.386
8.514
8.525
8.665
8.805
8.886
8.931
8.930
8.910
8.880
8.823
8.712
8.631
8.602
8.491
8.406
8.394
8.395
8.397
8.420
8.441
8.450
7.818
7.650
ROAD CENTRELINE
118.433
171.717
204.246
209.637
254.722
299.615
301.395
311.175
323.727
343.853
24.288
37.824
45.821
59.371
64.159
85.037
86.128
295.47
CHAINAGE
34.13
100
120
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
C
D
21-09-20
15/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
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 D
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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