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2020072-Opw
Attached to the e-mail OPW Application for 13 Noosa Dr Noosaville - 360 Civil Consulting (email 1 of 2).
Plans and drawings
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Log in to see the plans as drawn LEGEND
SL72 MESH (150mm THICK) N32 CONCRETE
50mm (+/- 5mm) TOP COVER
NOTE: FINAL PAVEMENT DEPTH TO BE
DETERMINED FOLLOWING SUBGRADE
*
D D
TESTS BY GEOTECHNICAL ENGINEER
W
WATERPROOF
MEMBRANE
50mm MAX. SAND BINDING LAYER SUBGRADE TO BE COMPACTED
(IF REQUIRED) TO 98% RDD STANDARD AND
PROOF ROLLED.
Typical Pavement Detail for Concrete Portions
NTS
39.456
10.87
15
20
25
30
35
3
10
1% 1%
VARIES
VARIES
1%
VARIES
5
1.0%
2.5%
2.5%
FSL 2.70
DISABLED ACCESS FSL 2.65
0.0
00
1.20m
FSL 2.62
SCOOTER
PARK 02
FSL 2.58 FSL 2.55
SCOOTER
5 PARK 01
RP91777
418m²
PROPOSED SHOP
VARIES
FFL 2.70
FSL 2.67
FSL 2.66
W
FSL 2.62
0 1.0 2.0 3.0 4.0 5.0m
SCALE 1:100 A3
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Commercial Development Drawing Title Driveway Layout Plan
Date March 2021 Drawn JAG Checked CAG PO Box 5028
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 13 Noosa Dr, Noosa Heads
Client in accordance with the Terms of Agreement. QLD 4558
No responsibility or liability will be assumed to any third BEATRICE GIBBERD
CHRIS GIBBERD RPEQ
RPEQ 14557
13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client Golden Breed Project No. 2020072 Dwg No. 07 of 16 Issue -
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