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Roadworks Design Attachment 1 - 1856-R30_R71_E
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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
EXISTING SITE CONDITIONS THE ABOVE IS SUBJECT TO TESTING & FINAL PAVEMENT DESIGN APPROVAL
START WORKS AT CH23.401
NATURAL SURFACE
IP CH. 83.187 RL.8.390
IP CH. 83.252 RL.8.390
IP CH. 54.694 RL.8.241
IP CH. 71.827 RL.8.327
IP CH. 71.892 RL.8.327
IP CH. 72.052 RL.8.227
IP CH. 83.027 RL.8.290
IP CH. 72.053 RL.8.177
IP CH. 83.026 RL.8.240
ROAD A CENTRELINE
IP CH. 36.577 RL.7.660
IP CH. 28.143 RL.7.610
IP CH. 27.919 RL.7.902
IP CH. 27.983 RL.7.902
IP CH. 12.832 RL.7.509
IP CH. 13.211 RL.7.509
IP CH. 12.612 RL.7.380
IP CH. 10.412 RL.7.339
Horiz Curve Data
-182.375%
58.473%
47100%
-5000%
1.872%
0.106%
5000%
-62.5%
62.5%
0%
0%
0%
Vertical Geometry Grade (%) 2.852% 2.67% 0.593% 0.607% 0.502% 0.574% 0.542%
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 56.41 179.798 68.401 TOTAL CUT = -304.606
VOLUMES
FILL 9.419 15.52 0 TOTAL FILL = 24.943
NATURAL SURFACE
7.188
7.703
8.211
8.549
8.521
8.351
8.337
7.982
-0.488
CUT / FILL DEPTH
0.146
0.012
0.238
0.281
0.220
0.129
0.108
DESIGN LEVELS ON
7.042
7.690
7.973
8.268
8.301
8.223
8.229
8.470
ROAD CENTRELINE
66.624
81.119
98.012
CHAINAGE
20
40
60
80
0
LONGITUDINAL SECTION NEW ROAD A
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
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:
E 23/11/20 REVISED AS PER COUNCIL RFI MEETING MM CL DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
0 1 2 3 4 5m (RPEQ 19358) p 07 5443 8285 ROAD A LONGITUDINAL SECTION R43 E
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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