Original source · versioned page text
Engineering plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 3. The text section number identifies this passage in the reader.
Slab:
S.J.
S.J.
S.J.
S.J.
S.J. Fall
12
12
0.9 175 SLAB
8
2
2
2
2
2
2
2
2
2
98
121.
0.9
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
S.J.
0.9
2
2
12
12
12
12
12
12
12
12
12
12
D.J. D.J. D.J. S.J. S.J. S.J. S.J. D.J. D.J. D.J. D.J. S.J. S.J. S.J. D.J. Fall D.J. D.J. S.J S.J
. . SL92 Mesh
S
F al
l
12
40 Top Cover
Fal
12
l
1.7
0.8
5
F'c = N32
6
S.J
.
S.J.
S.J.
m
S.J.
S.J.
S.J.
S.J.
1.5
3
S
RT
Fall
Denotes Dowel Joint. Denotes Sawn Joint. S.J
ll .
Fa S.J. S.J. Refer detail on C01. Refer detail on C01.
Typical. Typical. S.J. S.J. Block retaining wall.
12
S.J. S.J. S.J.
2
0.9
Refer C01 for details.
0.9
l
12
2
Exact location & extent of walls
Fal
D.J
Fall
. to be determined on site.
S.J.
S.J.
S.J.
S.J
S
.
12
D.J.
2
0.9
0.9
RT3
12
12
6
S.J.
0.9
S.J
2
D.J. D.J. .
S
S.J.
D.J
.
450mm sq Pit S.J. D.J.
S
Proposed Industrial B
S.J.
with D-Class Grate Driveway Slab: F.F.L. - 120.950m
12
S.J
0.9
S.L. - See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the original