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Attachment 2 -1856-SW01_SW30
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INVERT
2.991
2.916
3.100
2.810
3.100
6.000
5.825
5.750
5.275
5.200
3.330
3.255
2.865
2.790
2.700
2.700
2.658
2.508
2.500
3.550
3.060
3.600
3.300
3.000
2.900
6.920
6.850
6.850
6.675
6.675
6.600
6.850
6.775
6.520
6.500
INVERT LEVEL
4.500
4.500
3.450
2.940
2.940
OF DRAIN
8.100
8.100
4.217
4.621
7.938
5.977
5.335
7.920
8.500
8.700
8.500
8.000
DESIGN SURFACE
8.064
7.427
4.985
4.905
4.755
4.000
4.985
4.905
4.538
4.755
4.755
4.077
4.452
4.478
4.834
4.452
LEVEL
ROAD CHAINAGE
(Offset)
101.275
129.843
187.343
214.547
220.960
11.016
11.122
27.315
91.618
12.715
67.170
13.625
13.334
15.664
72.886
48.735
54.733
35.644
0.000
3.993
0.000
0.000
0.000
0.000
0.000
0.000
0.000
6.452
RUNNING CHAINAGE 3.993 44.742 18.435 24.448 9.657 28.568 57.500 27.204 6.413 13.334 6.452 11.016 24.628 13.625 12.715 15.664 39.069 18.153 11.122
16.193
LINE 5 10 9 8 7 6 1 12
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 SCALE 1:2000 (Horiz.) A3 AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 14 OF 30
0 20 40 60 80 100m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK
0 2 4 6 8 10m (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LONGITUDINAL SECTION SW14 B
CL
SCALE 1:200 (Vert.) A3 a PO Box 899, Maroochydore,4558
DATE 13-09-19
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers
SHEET 2 OF 3
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