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450mmØ COMB
375m
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C
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750m
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300m
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C
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54.9m-600mmØ COMB @ 1.51%
BH
19-8
BH 19-9
MH
CH
14916
450m
m
Ø
C
O
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B
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14917
450mm
Ø C
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B
MH
CH
14932
200mmØ WM
ottawa.ca
3-1-1
TTY / ATS 613-580-2401
Engineers, Planners & Landscape Architects
PV
I S
TA
: 5+
018
PV
I E
LE
V: 72.90
PV
I S
TA
: 5+
054.68
PV
I E
LE
V: 72.66
PV
I S
TA
: 5+
084.14
PV
I E
LE
V: 72.79
70.37
71.01
D
C
D
C
8" (2
00mm
) WAT
ERMA
IN
D
C
D
C
D
C
D
C
D
C
D
C
D
C
18" (
450m
m) S
ANIT
ARY
SEW
ER
R
U
E
C
A
M
B
R
ID
G
E
S
T
R
E
E
T
N
V
B
V
B
V
B
8" (2
00m
m) W
ATER
MAI
N
R
I
B
R
I
B
R
I
B
5" WATER ABAND
203mm WATERMAIN
750mm COMBINED SEWER
400mm WATERMAIN
8" (200mm) WATERMAIN
R
U
E
C
H
R
IS
T
IE
S
T
R
E
E
T
750mm COMBINED SEWER
542m
m
H
Y
D
R
O
542m
m
H
Y
D
R
O
A
V
E
N
U
E
B
R
O
N
S
O
N
A
V
E
N
U
E
B
E
L
L
BELL
B
E
LL
914mm WATERMAIN
-0.52%
-1.7
4%
-1.3
1%
-0.64%-0.64%
600mmØ
0.43%0.43%
COMB
600m
mØ
CO
MB
T
R
A
F
F
IC
TRAFFIC
TRAFFIC LOOP
TRAFFIC
T
R
A
F
F
IC
L
O
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4" (100m
m
) G
A
S
A
B
A
N
D
100m
m
G
A
S
75mm GAS
4" (100m
m
) G
A
S
2" LIN
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D
75m
m
G
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4" (100m
m
) G
A
S
A
B
A
N
D
V
C
V
C
V
C
V
C
V
C
18" (450mm) SANITARY SEWER
DC DC
RUE CHRISTIE STREET 8" (200mm) WATERMAIN
EXISTING
PROFILE
APPROXIMATE LOCATION OF
70
.8
6
70
.7
1
NW
=70.87
NE
=69.92
70
.3
6
1+
62
5
73
.0
6
72
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2
72
.9
0
75 75
74 74
73 73
72 72
71 71
70 70
69 69
68 68
67 PROPOSED
ELEVATION
TOP OF EX WM
ELEVATION
SAN/COMB
SEWER
INVERTS
CHAINAGE
PV
I S
TA
: 5+
018
PV
I E
LE
V: 72.90
PV
I S
TA
: 5+
054.68
PV
I E
LE
V: 72.66
PV
I S
TA
: 5+
084.14
PV
I E
LE
V: 72.79
08 09
08
APPROXIMATE LOCATION
OF BEDROCK
CONC CL 100-D
82.78m - 600mmØ COMB
72.90
5+
025
72.85
70.37
70.57
70.68
70.66
70.66
70.76
70.77
70.82
70.84
71.01
71.01
NW
=6
9.9
0
1+
63
0.2
0
E=
69
.8
7
NW
=69.90
5+
021.08
E
=69.87
NW
=70.87
NE
=69.92
SW
=69.29
E=
68.79
W=
68.42
S=
73.00
NW
=73.00
9.83m
600mmØ
COMB
@ 1.42%
W=
69.73
5+
027.64
N
E=
69.70
5+
050
72.69
72.66
5+
075
72.75
72.79
5+
100
CONC CL 100-D
54.93m - 600mmØ COMB
@ 1.51%
EX
. H
YD
5+
083.15
S
W=
69.14
5+
098.16
HORIZONTAL (1:250)
0 2 4 6 8 10
0 0.5 1.0 1.5 2.0
VERTICAL (1:50)
