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1856-R30_R70
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ROAD A / ROAD B LHS SETOUT TABLE (KERB 3)
<3
C POINT No. EASTING NORTHING LEVEL DESCRIPTION
%
R1 AD
RO 11 X=505047.658 Y=7077894.271 7.830 CH57.355 TP R28
CH
31
60
12 X=505035.495 Y=7077899.124 7.758 CH70.256 1/4 RADIUS
3%
>
13 X=505022.456 Y=7077897.916 7.691 CH20.232 MID POINT
8
14 X=505011.392 Y=7077890.911 7.570 CH32.955 1/4 RADIUS
8%
8
R46 15 X=505004.723 Y=7077879.641 6.467 CH45.354 TP R28
1.
<
30 KERB LIP AT PAVEMENT LEVEL
CH
40 R34
RADIUS = 28 (LIP) ARC LENGTH = 52.871m
8
>
5%
ROAD B / HOFMANN DRIVE SETOUT TABLE (KERB 4)
3.
<1
.7%
32 POINT No. EASTING NORTHING LEVEL DESCRIPTION
R40 3.5
%> 16 X=504997.120 Y=7077890.930 7.216 CH36.332 TP R75
29
R.5 17 X=504999.260 Y=7077898.846 7.648 CH28.675 TP R75
>
4%
8
1. R26 18 X=504999.386 Y=7077899.257 7.655 CH28.273 TP R9.5
4.6%>
R.5
19 X=504998.734 Y=7077907.544 7.901 CH21.456 MID POINT
7 > 28 CH2
0
6% 20 X=504991.811 Y=7077912.146 7.676 CH25.502 TP R9.5
0. 27 8
KERB 5
21 X=504991.158 Y=7077912.282 7.624 CH26.161 TP R44.6
>
26
%
<2
1.0
6
22 X=504984.911 Y=7077912.921 7.230 CH33.596 MID POINT
. 2% KERB 6
.2
<5
%
23 X=504978.635 Y=7077912.676 6.683 CH41.5 TP R44.6
25 33 KERB LIP AT PAVEMENT LEVEL
<4.
7%
<5.
%>
6%
<6.3% >
24 0.7%
RADIUS = 75 (LIP) ARC LENGTH = 8.205m
0.5
<3%
R13 R.5 37 34 RADIUS = 9.5 (LIP) ARC LENGTH = 17.207m
RADIUS = 44.6 (LIP) ARC LENGTH = 12.571m
0.5
CH20
<2.7% CH40
CH0
027
R26
2%
<1.0% <0.5%
98.
HOFMANN DRIVE ROUNDABOUT / ROAD C SETOUT TABLE (KERB 5)
CH60
>
0.
CH
R30 R.5 5%
>
%
<3.4%
35 POINT No. EASTING NORTHING LEVEL DESCRIPTION
.5
<0
0.
HOFMANN DRIVE 22 24 X=504981.623 Y=7077929.541 7.245 CH35.664 TP R30
52
23 21
80
20
%
<2.7% <6.6% R.5
CH
1.0
>
4%
<0.5% 25 X=504991.855 Y=7077932.456 7.674 CH26.468 MID POINT
0. 1. %>
7% <
> R26
R35
36 0.
26 X=505000.426 Y=7077938.759 8.085 CH8.809 TP R30 / R24
19 52
.4%
% 27 X=505003.538 Y=7077941.519 8.060 CH12.531 MID POINT
KERB 4 >
<1
1.3%
8
CH2
0.7%>
0 RO 28 X=505007.079 Y=7077943.700 8.035 CH15.876 TP R24 / R50
R.5 AD
>
60
29 X=505018.955 Y=7077952.015 7.743 CH28.025 MID POINT
CH
R.5 R35
8
A
18 R26 12 30 X=505027.947 Y=7077963.388 7.670 CH41.041 TP R50
R15 13 <0.5% <0
R.5 .5% KERB LIP AT PAVEMENT LEVEL
17 11 R
9% KERB 3 O
%
. AD RADIUS = 30 (LIP) ARC LENGTH = 21.392m
<5.3
<0 RADIUS = 24 (LIP) ARC LENGTH = 8.328m
R85 14 A RADIUS = 50 (LIP) ARC LENGTH = 29.099m
R34
16
%
CH40 ROAD C / ROAD A SETOUT TABLE (KERB 6)
.6
<5
7 R1
POINT No. EASTING NORTHING LEVEL DESCRIPTION
31 X=505053.497 Y=7077971.262 7.942 CH64.418 TP R35
15
<3 32 X=505039.973 Y=7077953.094 7.685 CH37.412 MID POINT
.0%
3.0 33 X=505040.405 Y=7077930.449 7.849 CH16.026 TP R35
%>
34 X=505041.062 Y=7077928.345 7.860 CH14.319 TP R29
35 X=505045.316 Y=7077919.131 7.932 CH73.037 MID POINT
CH
60
36 X=505052.483 Y=7077911.948 8.012 CH63.482 TP R29
37 X=505017.848 Y=7077922.252 8.338 ROUNDABOUT CENTRE R12
B
KERB LIP AT PAVEMENT LEVEL
AD
O
RADIUS = 35 (LIP) ARC LENGTH = 46.129m
R
RADIUS = 29 (LIP) ARC LENGTH = 20.401m
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: 29 OF 42
0 5.0 10 15 20 25m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM
SCALE 1:500 A3
DESIGN CHECK
p 07 5443 8285 ROAD A / B / HOFMANN DRIVE / R58 B
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 ROAD C ROUNDABOUT DETAIL PLAN
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