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Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145
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Original PDF page 14, section 2. The text section number identifies this passage in the reader.
1.845
1.945
1.534
1.425
1.425
2.239
2.227
DEPTH TO 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
2.555
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
4.103
4.621
7.938
6.208
5.335
7.920
8.500
8.700
8.500
8.000
DESIGN SURFACE
8.064
7.556
5.017
4.905
4.789
4.259
4.985
4.905
4.538
4.755
4.755
4.077
4.479
4.478
4.834
4.452
LEVEL
ROAD CHAINAGE
(Offset)
123.520
182.336
205.568
216.534
11.016
15.825
29.825
90.089
12.416
64.074
12.582
12.948
14.243
78.345
46.688
52.287
34.624
96.036
0.000
2.996
0.000
0.000
0.000
0.000
0.000
0.000
0.000
5.945
RUNNING CHAINAGE 2.996 43.692 17.386 26.015 5.947 27.484 58.816 23.232 10.966 12.948 5.945 11.016 23.608 12.582 12.416 14.243 38.044 26.058 15.825
14.00
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
C
D
21-09-20
16/10/20
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:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL 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 E
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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