Original source · versioned page text
18-0165B Stormwater Management Report_Issue D
Attached to the e-mail Amended stormwater management report - 5, 12 & 18 Taylor Court, Cooroy (MCU18/0120 & RAL18/0013 OPW18/0197) Existing landuse parameter or MUSIC.
Original PDF page 19, section 5. The text section number identifies this passage in the reader.
Fall Fall Fall
S.J.
D.J.
Fall Fall Fall
0.4
0.4
0.4
7 Approx. location of existing
2
12
0.3
12
D.J. D.J. S.J. S.J
7
7
S.J.
7
S.J. . Sewer Main. Confirm on site
12
12
D.J. S.J.
0.5
8 & in consultation with local
0.3
S.J.
0
S
authority.
12
D.J.
Fall
D.J
S.J.
.
S.J.
Fa
l
S.J.
S.J.
S.J.
Fal
S.J.
ll
ll
Fa Fa
ll
S
S.J. S.J. S.J. S.J.
12
12
12
0.4
0.4
0.4
S.J
S.J. .
7
S.J.
5
7
S.J.
7
0.4
S.J.
S.J.
S.J.
12
12
7
0.4
0.3
Fall
S
12
8
D.J. D.J. S.J
Fal .
l
450mm sq Pit MH
Fa
S.J.
ll
with D-Class Grate
Denotes location of D.J
S
S.L. - 120.30 .
S.J.
proposed tank under.
Refer C07 for details.
6
0.3
12
D.J. D.J. S.J. S.J.
S.J
120
.47
Fall .
S
120
.47
5
.47
1%
0.4
0
12
12
S.J.
S.J
Proposed Industrial A .
S.J.
S.J.
F.F.L. - 120.500m S.J.
S
D.J. D.J. D.J
.
Fall
S.J. S.J. S.J.
S
S.J.
SW
l
Fal
Fall
S.J
.
S.J.
S.J.
S.J. S.J.
S.J.
S
Fall
S.J
T
SW
1% .
S.J.
12
5
Footpath Slab:
0.3
0.3
D.J. D.J. D.J. S.J. S.J. S.J. S.J. S.J. D.J
12
D.J.
5
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.