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Roadworks Design Attachment 1 - 1856-R30_R71_E
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9
ROAD C / NOOSA CIVIC ACCESS ROAD ROUNDABOUT SETOUT TABLE (KERB 8)
R1 POINT No. EASTING NORTHING LEVEL DESCRIPTION
<3% 3%> 51 9
51 X=505140.411 Y=7078261.723 8.123 CH67.177 TP R20
R35 52 X=505143.374 Y=7078251.264 8.692 CH78.213 MID POINT
<1.5
70 R35
53 X=505151.370 Y=7078243.900 8.954 CH87.981 TP R20
%
52
0.53%>
54 X=505152.946 Y=7078243.026 8.922 CH60.332 TP R18
55 X=505159.163 Y=7078240.695 8.803 CH54.931 MID POINT
<
R.5 0.
6% 56 X=505165.801 Y=7078240.777 8.703 CH48.365 TP R18
69 R.5 R26 53
54 KERB LIP AT PAVEMENT LEVEL
KERB 8 55 56
%>
9
<0 RADIUS = 20 (LIP) ARC LENGTH = 22.018m
3%>
0.7
.6%
<0.5% RADIUS = 18 (LIP) ARC LENGTH = 13.354m
68
%
.1
9
<1
R12
R15
.5%
R.5
0 ROAD C / NOOSA CIVIC ACCESS ROAD ROUNDABOUT SETOUT TABLE (KERB 9)
CH10
<0
R26
.649
<3%
R15 POINT No. EASTING NORTHING LEVEL DESCRIPTION
CH77
R.5
8
57 X=505175.216 Y=7078219.755 8.836 CH45.135 TP R30
0.9%> 58 X=505166.800 Y=7078215.330 8.784 CH54.119 MID POINT
CH344.78 71
67 59 X=505160.096 Y=7078208.606 8.653 CH62.334 TP R30 / R24
.9 %
KERB 10 <0 57 60 X=505158.732 Y=7078206.860 8.636 CH329.058 MID POINT
CH340
61 X=505157.212 Y=7078205.247 8.620 CH327.452 TP R24 / R30
<0
< 58
5%
1.
.65
0%
0.
8 62 X=505150.074 Y=7078194.455 8.288 CH316.307 MID POINT
<
8
%
R15 KERB 9 59 63 X=505148.145 Y=7078181.660 8.220 CH303.478 TP R30
2%
1. KERB LIP AT PAVEMENT LEVEL
<
60
66 RADIUS = 30 (LIP) ARC LENGTH = 19.106m
9 61 RADIUS = 24 (LIP) ARC LENGTH = 4.434m
%
<0
.7
RADIUS = 30 (LIP) ARC LENGTH = 26.083m
.5
<0
CH320
%
8 R26
R.5 R.5
ROUNDABOUT SUPERELVATION IS IN
TOWARDS CENTRE OF ROUNDABOUT7WITH 65
STORMWATER FLOWS BEING DISCHARGED 62
ROAD C / NOOSA CIVIC ACCESS ROAD ROUNDABOUT LHS SETOUT TABLE (KERB 10)
<0.5%
INTO BIORETENTION BASIN LOCATED IN THE R35
MIDDLE OF THE NEW ROUNDABOUT R35
<0.5
POINT No. EASTING NORTHING LEVEL DESCRIPTION
%
64 X=505135.106 Y=7078181.801 8.225 CH304.5 TP R35
65 X=505131.809 Y=7078194.432 8.418 CH317.101 MID POINT
64 63
66 X=505124.114 Y=7078204.977 8.488 CH327.346 TP R35/ R24
CH300
67 X=505116.590 Y=7078220.676 8.384 CH343.082 MID POINT
R1 68 X=505121.658 Y=7078237.331 8.268 CH88.932 TP R24 / R30
<3% 3%>
69 X=505126.368 Y=7078245.893 8.217 CH82.154 MID POINT
70 X=505128.077 Y=7078255.516 8.165 CH73.455 TP R30
71 X=505140.521 Y=7078222.492 7.720 ROUNDABOUT CENTRE R12
KERB LIP AT PAVEMENT LEVEL
8
RADIUS = 35 (LIP) ARC LENGTH = 26.262m
RADIUS = 24 (LIP) ARC LENGTH = 35.630m
RADIUS = 30 (LIP) ARC LENGTH = 19.633m
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 AT NOOSA CIVIC, WALTER HAY DRIVE
B 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 31 OF 42
0 5.0 10 15 20 25m
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
SCALE 1:500 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 ROAD C / NOOSA CIVIC ACCESS ROAD R60 E
CL
e [email protected] w www.barlowshelley.com.au
DATE 13-09-19
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 ROUNDABOUT DETAIL PLAN
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