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Attachment 2 - 1856-R30_R63
Original PDF page 14, 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
EXISTING SITE CONDITIONS THE ABOVE IS SUBJECT TO TESTING & FINAL PAVEMENT DESIGN APPROVAL
START WORKS AT CH23.401
END WORKS AT CH98.012
NATURAL SURFACE
IP CH. 56.343 RL.8.070
SAG CH. 73.835 RL.8.007
IP CH. 55.698 RL.7.869
IP CH. 73.609 RL.8.157
IP CH. 73.674 RL.8.157
IP CH. 73.835 RL.8.007
IP CH. 73.834 RL.8.057
IP CH. 86.172 RL.8.279
IP CH. 86.237 RL.8.279
IP CH. 86.012 RL.8.179
IP CH. 86.011 RL.8.129
CREST CH. 23.401 RL.7.779
ROAD A CENTRELINE
IP CH. 23.401 RL.7.779
IP CH. 30.978 RL.7.741
IP CH. 24.992 RL.7.685
IP CH. 29.464 RL.7.685
IP CH. 12.803 RL.7.510
IP CH. 13.212 RL.7.510
IP CH. 12.582 RL.7.381
IP CH. 10.475 RL.7.344
Horiz Curve Data R-120m
58.171%
31.128%
-5000%
1.756%
0.098%
3.685%
-5.89%
-62.5%
5000%
62.5%
0%
0%
Vertical Geometry Grade (%) 2.857% 2.638% 0% 0.519% 0.503% 1% 0.5%
DATUM R.L.6.000
EXISTING SEAL EXISTING ISLAND NEW BASIN NEW CONCRETE SWALE DRAIN NEW TRAFFIC ISLAND NEW TRAFFIC LANE NEW ROUNDABOUT
WORKS EXTENT
CUT 16.514 84.226 68.182
VOLUMES
FILL 41.884 7.34 0
NATURAL SURFACE
7.188
7.703
8.211
8.549
8.521
8.351
8.337
7.982
-0.356
CUT / FILL DEPTH
0.143
0.014
0.423
0.461
0.399
0.283
0.257
DESIGN LEVELS ON
7.045
7.689
7.788
8.089
8.122
8.069
8.080
8.338
ROAD CENTRELINE
66.624
81.119
98.012
CHAINAGE
20
40
60
80
0
LONGITUDINAL SECTION NEW ROAD A
12D OUTPUT SCALE
1:250 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: 14 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 A LONGITUDINAL SECTION R43 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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