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Amended Compiled Approved Plans for OPW20-0145 04 · OPW20/0145.04
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 35, section 1. The text section number identifies this passage in the reader.
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: 21426255
Version: 1, Version Date: 24/03/2021
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