Original source · versioned page text
Stormwater Management Report
Attached to the e-mail Response to Information Request - MCU18/0120, RAL18/0013, OPW18/0197.
Original PDF page 19, section 6. The text section number identifies this passage in the reader.
S.J.
Fall
.
S.J
0
120.5
Fall
Fall
Fall
Fall
Fall
Fal
l
Fa
D.J.
Fal
D.J.
D.J.
D.J.
D.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
Fall
S.J.
ll
l
SW
7
12 . 120.4
.15
0.1 S.J S.J
m
12
S.J.
12
. S.J.
12
1.5
1.8m
20
0.1
5
0.1
12
0.1
1
5
S.J. S.J. S.J.
0.4
S.J. S.J. S.J.
5
S.J. S.J. S.J. S.J. S.J. S.J. S.J.
S
5
S.J.
120.32
m
0
7.50
Fall
S.J.
SW
S.J.
ll
3%
Fa
l Fa
Fal ll ll S.J. REAL PROPERTY BOUNDARIES ARE TO BE ESTABLISHED BY
T
Fal
Fa
ll
Fa
l
Fa
RT3
120.
ll
D.J.
D.J.
A LICENCED SURVEYOR. THE CONTRACTOR SHALL CONFIRM
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
Fall
Block retaining wall.
S.J.
S.J
S.J.
. TO THE SUPERVISING ENGINEER THAT THIS HAS BEEN
50
Refer C01 for details.
Crossover Slab:
120
Exact location & extent of walls COMPLETED TO SUCH A STANDARD THAT WILL PERMIT
S.J
SW
5
11
11
11
11
to be determined on site. .
5
5
5
9.9
WORKS TO BE SET OUT ACCURATELY. THE ENGINEER SHALL
.20
9.9
9.9
9.9
175 SLAB
9.9
9.9
9.9
9.9
S.J.
S
120
RT1
11
Fall Fall Fall Fall Fall Fall Fall Fall
11
11
11
BE GIVEN THE OPPORTUNITY TO CONFIRM SUCH SETOUT
5
5
5
5
1.8
.47
m
SL92 Mesh BEFORE CONSTRUCTION COMMENCES.
S.J.
120.35 40 Top Cover
SW
BASIN S.L. - 117.80 BASIN S.L. - 118.40 BASIN S.L. - 119.00 F'c = N32
T
450mm sq Pit
1.5m
RT2
with D-Class Grate
S.L. - 119.86
RT2 450mm sq Pit 450mm sq Pit 450mm sq Pit
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.