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SUPERSEDED Compiled Approved Plans for OPW20-0145 05
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Log in to see the plans as drawn CONNECT EXISTING FOOTPATH TO
NEW FOOTPATH WITH DOWELL JOINT WALTER HAY DRIVE
TO IPWEAQ RS-065
WALTER HAY DRIVE / ROAD A SETOUT TABLE
8
POINT No. EASTING NORTHING LEVEL DESCRIPTION
1 X=505083.520 Y=7077847.974 6.917 CH1.341 TP R50
2 X=505081.310 Y=7077858.374 7.164 CH9.152 1/4 RADIUS
3 X=505076.951 Y=7077868.071 7.403 CH18.311 MID POINT
0.5%> 5.3%> 4 X=505070.640 Y=7077876.628 7.653 CH 28.405 1/4 RADIUS
8 9 10 5 X=505062.662 Y=7077883.656 7.805 CH38.976 TP R50
>
0.5%
KERB LIP AT PAVEMENT LEVEL
KERB 2 SAW CUT EXISTING ROAD A PAVEMENT TO
PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT RADIUS = 50 (LIP) ARC LENGTH = 42.609m
0.5%> 0.5%> 7
6 CONNECTION. REMOVE EXISTING TO TIP
1.0%>
<2.0%
<1.0%
<1.0%
ROAD A
WALTER HAY DRIVE / ROAD A SETOUT TABLE
REFER
8 POINT No. EASTING NORTHING LEVEL DESCRIPTION
DRAWING No. SAW CUT & BREAK UP EXISTING TRAFFIC
6 X=505056.149 Y=7077909.394 7.961 TP RX
CH40
CH20
CH60
ISLAND AS REQUIRED TO CONSTRUCT 7 X=505059.448 Y=7077907.631 7.939 1/4 RADIUS
NEW BIO
20-000713-450
BASIN
NEW BIORETENTION BASIN. REFER TO
STORMWATER DRAWINGS FOR DETAILS 8 X=505075.403 Y=7077901.522 7.853 MID POINT
26 NOV 2021 9 X=505079.044 Y=7077899.511 7.832 1/4 RADIUS
10 X=505085.153 Y=7077894.926 7.772 TP RX
ROAD A
2.0%>
2.0%>
<2.0%
<1.4%
KERB L LIP AT PAVEMENT LEVEL
RADIUS = 15 (LIP) ARC LENGTH = 3.75m -
5
NOOSA COUNCIL
RADIUS = 15 (LIP) ARC LENGTH = 4.172m
0.57%> 0.57%> 0.57%> 4
0.57%>
2.3%
> KERB 1 APPROVED PLAN
3 SAW CUT EXISTING ROAD A PAVEMENT TO
PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
OPW20/0145 17 DEC 2020
BREAK UP EXISTING AC CONNECTION. REMOVE EXISTING TO TIP
SEAL, BARRIER KERB (B1
2.
TYPE) & FOOTPATH TO TIP 3%
>
2
2.
3%
>
7
1
7
CONNECT EXISTING FOOTPATH TO
NEW FOOTPATH WITH DOWELL JOINT
TO IPWEAQ RS-065
WALTER HAY DRIVE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 29 OF 42
0 2.5 5 7.5 10 12.5m 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
SCALE 1:250 A3
(RPEQ 19358) p 07 5443 8285 WALTER HAY DRIVE / ROAD A INTERSECTION PLAN R57 E
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Document Set ID: 21753628
21426255
Version: 1, Version Date: 12/01/2022
24/03/2021
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