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engineering plans · MCU24/0074
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Original PDF page 7, section 1. The text section number identifies this passage in the reader.
dD
dD
dD
dD
1.5
E
dD
A C BM: Nail in Kerb
R R RL: 1.51
dD
TE WM
dD
Ed
dD
IE
E
1.5
M P
64
E M E
1.
dW
GY
dD
E
E
dD
dD
1.5 E W M
d
E
W M
dD
E d
E
dD
dD
E M
1.5 dW
2.0
E
E
5 APPROXIMATE IL OF EXISTING
1.
dD
E M
dD
dW STORMWATER PIPE = 0.60m
65
dD
1.
E
2.0
E
dTE
U d WM \
\
\
\ \ \ \ \ \ \
1/EX1
dD
dD
E \
E
M \
dW \ dD
dD
dT
E \ dD
1.5
U
\ \ \ \
1.5 E M
E
dW 2.
dD
dT
U \ \ 0
dD
dS
E
E
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\
dD
E dWM
\
E
dT
5
1.
dS
U
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\\
E 2.0
\ \ \ \ \ \ \ \ \ \ \ \
dD
2.
WM
0
\
dT
dD
E d dS
E
\
U
\
dD
E
APPROXIMATE IL OF EXISTING 1.5
dT M
\ \ \ \
dW dS
U
dD
STORMWATER PIPE = 0.85m
2/EX2 E
E
BM: Nail in Kerb
66
RL: 1.775
dD
E M
1.
dT
dW dS
U
dD
E
2
\
dD 2.0
.6
E
dD
1
E dD dS
dWM
\ \ \ \
63
1.5
dD
68
1.
1.5
dD
E
1.
E
dS LEGEND:
dD
E
dTU
C 1/EX1
dD
1.5
\ \ \ \ \
E dS
\ \ \ \
E
EJ
dWM
E
dD
46
2.0
1.
dS
dD
E \ \ \ \
\ \
E
dD
\ \ \ \ \ \ \ \
dTU
\ \
1.5
\ \ \ \ \ \ \ \
E dD dD EXISTING STORMWATER
dS
\ \ \ \ \
C 2/EX2
dTU
E PROPERTY BOUNDARY
dD
E
dWM
dD
E MH
CATCHMENT BOUNDARY
dD
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
dTU
\ \ \ \ \ \ \ \
\\ \\ \\
dS
E
\ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \
dTU
dD
\
\ \ \ \
\ \ \ \ \ \ \ \ \ \ \
dD
dWM
dE
\ \ \ \ \ \ \ \ \ \
dD
\\ \\ \\ \\ \\
\ \ \ \ \ \ \ \ \ \ \ \ \ \
dE
dE
dTU
dS
dE
1.5
dE
dD
dE
dTU
dE
dD
dE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
dWM
dD
1.5
dS
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
dTU
\ \ \ \ \
dD
\ \ \ \
dTU
dD
dD
1.5
dWM
\ \ \ \ \ \
dS
\ \ \ \ \ \ \ \ \ \ \ dD
\ \ \
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