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4
82.11
81.80
81.85
LAKE
ONTARIO
PORT STREET
BAY STREET
LAKE STREET
LAKESHORE ROAD W
MIS
SIS
SA
UG
A R
OA
D S
M
A
P
L
E
A
V
E
S
PIN
E A
VE
S
PE
TE
R S
TR
EE
T S
FFE = 84.20
FFE = 84.20
FFE =
84.20
FFE = 84.10
FFE = 84.10
FFE = 84.00
FFE =
83.75
FFE =
84.10
FFE =
84.10
FFE = 84.00
FFE =
84.30
FFE =
83.50
FFE = 83.90
FFE = 83.55
FFE =
83.50
FFE =
83.50
FFE =
83.60
FFE =
83.45
FFE =
83.10
FFE =
83.10
FFE =
83.10
FFE =
82.90
FFE =
82.50
FFE =
82.50
FFE =
83.20
FFE =
83.00
FFE =
82.70
FFE =
82.50
FFE = 82.50
FFE = 83.50
FFE =
83.50
FFE = 82.50
FFE = 83.00
FFE = 82.00
FFE = 82.00
FFE = 82.00
FFE = 82.10
FFE =
82.10
F
F
E
=
8
2
.
1
0
F
F
E
=
8
2
.
1
0
F
F
E
=
8
2
.
1
0
F
F
E
=
8
1
.
8
0
F
F
E
=
8
1
.
0
0
F
F
E
=
8
1
.
5
0
F
F
E
=
8
1
.
0
0
F
F
E
=
8
1
.
5
0
FFE = 81.75
FFE = 82.75
FFE = 82.50
FFE = 81.50
FFE = 81.00
FFE = 80.50
FFE =
80.50
FFE = 80.70
F
F
E
=
8
1
.
0
0
F
F
E
=
8
1
.
0
0
FFE =
80.30
F
F
E
=
8
0
.
7
0
F
F
E
=
8
0
.
5
0
F
F
E
=
8
0
.
5
0
F
F
E
=
8
0
.
8
0
F
F
E
=
7
9
.
7
0
F
F
E
=
7
9
.
1
0
F
F
E
=
7
9
.
2
0
FFE = 79.50
FFE =
78.60
F
F
E
=
8
1
.
4
0
F
F
E
=
8
1
.
4
0
F
F
E
=
8
1
.
1
0
F
F
E
=
8
1
.
1
0
F
F
E
=
8
1
.
7
0
F
F
E
=
8
1
.
7
0
F
F
E
=
8
2
.
0
0
F
F
E
=
8
2
.
0
0
F
F
E
=
8
2
.
8
5
F
F
E
=
8
2
.
5
0
F
F
E
=
8
2
.
4
0
F
F
E
=
8
2
.
6
0
F
F
E
=
8
2
.
7
5
F
F
E
=
8
3
.
0
0
F
F
E
=
8
0
.
8
0
FFE = 81.30
FFE = 80.70
FFE = 80.60
FFE = 78.50
8
1
.
7
3
8
1
.
4
2
8
1
.
3
1
8
1
.1
0
84.10
84.28
83.18
82.79
82.41
81.68
80.91
81.28
80.24
80.54
83.91 84.1284.21
8
1
.1
0
81.00
80.00
82.10
7
9
.4
0
7
9
.2
0
7
8
.0
0
84.04
79.94
79.92
81.09
78.09
79.15
78.98
80.79
78.07
76.48
75.47
78.41
78.2078.36
84.16
84.02
83.7183.14 82.63
82.3381.72
81.25 81.0081.17
81.29 81.44 81.5381.61
81.31
81.00
80.67
80.21
80.11
79.84
79.43
78.68
78.47
78.23
78.14
78.03
77.73
77.55
77.57
77.28
77.04
78.74
76.11
78.58
81.77
82.00
82.00
81.80
8
3
.5
0
82.00
79.35
79.61
79.75
79.50
79.50
80.93
81.25
82.50
82.50
82.50
82.80
82.75
83.48
85.04
83.80
84.19
79.24
81.68
83.22
83.97
80.48
W
a
t
e
r
f
r
o
n
t
W
a
l
k
w
a
y
S
t
r
e
e
t
D
S
t
r
e
e
t
B
S
t
r
e
e
t
A
Street B
S
t
r
e
e
t
C
Street C
S
t
r
e
e
t
A
81.50
82.50
81.10
CVC HAZARD REGULATION LIMIT
BLOCK 3
BLOCK 5
BLOCK 2
BLOCK 6
BLOCK 9
BLOCK 15
BLOCK 14
BLOCK 10
BLOCK 17
BLOCK 1
BLOCK 4BLOCK 7
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 16
BLOCK 18
BLOC
K 19
BLOCK 20
BLOCK 22
BLOCK 21CVC EROSION REGULATION LIMIT
PRELIMINARY
GRADING PLAN
GR-1
PROPERTY BOUNDARY
90.0
PROPOSED GRADE
EXISTING GRADE
PROPOSED SLOPE
PROPOSED OVERLAND FLOW ROUTE
PROPOSED R.O.W.
FFF = 92.00
PROPOSED FIRST FINISHED FLOOR ELEVATION
Port Credit West Village
Partners Inc.
SCALE:
PROJECT No.: DATE:DRAWING No.:
16-489
H 1:1250
LEGEND
AUGUST 2017
BENCHMARK
REFERENCE DRAWINGS
00919711150 & 00919711151, U.T.M ZONE 17, NAD83 (ORIGINAL).
BEARINGS ARE UTM GRID, DERIVED FROM SPECIFIC CONTROL POINTS
SURVEY: MACKAY, MACKAY & PETERS LTD., PROJECT No. 14-102, DATE: JUNE 1ST, 2015
N.T.S.
KEY PLAN
3760 14th Avenue, Suite 301, Markham, Ontario L3R 3T7
tel: 905.946.9461 fax: 905.946.9595
Urbantech Consulting, A Division of Leighton-Zec Ltd.
www.urbantech.com
PORT
CREDIT
HARBOR
LAKESHORE ROAD WEST
CN RAIL LINE
MIS
SIS
SA
UG
A R
OA
D S
OU
TH
PIN
E A
VE
NU
E S
OU
TH
PE
TE
R S
TR
EE
T S
OU
TH
LAKE ONTARIO
M
A
P
L
E
A
V
E
N
U
E
S
O
U
T
H
20m10m0m10m 40m
DRAFT PLAN: J.D. BARNES, ALL OF LOT 10, PART OF LOTS 9 AND 11 AND WATER LOCATION IN FRONT OF LOT 9,
BROKEN FRONT RANGE CREDIT INDIAN RESERVE. REFERENCE NO. 17-30-041-03-DP-A. DATE: AUGUST 11, 2017
90.0
90.0
CONTOURS (1 m)
CVCA HAZARD REGULATION LIMIT
CVCA EROSION REGULATION LIMIT
EX. 675mm STMEX. 600mm STM
EX. 525mm STMEX. 450mm STM
EX. 375mm STM
EX. 900m
m STM
EX. 1050m
m STM
EX. 900m
m STM
EX. 900m
m STM
LAKE
ONTARIO
PORT STREET
BAY STREET
LAKE STREET
LAKESHORE ROAD W
MIS
SIS
SA
UG
A R
OA
D S
PIN
E A
VE
S
PE
TE
R S
TR
EE
T S
JO
HN
S
TR
EE
T S
EXISTING WATERFRONT TRAIL
WATER'S EDGE AS SHOWN
ON 2016 AERIAL PHOTOGRAPHY
WATER'S EDGE AS OF FEBRUARY, 2017
WATER'S EDGE AS SHOWN ON
2016 AERIAL PHOTOGRAPHY
CVC HAZARD REGULATION LIMIT
ALTERNATE STORM SERVICING FOR
CATCHMENTS D-1 THROUGH D-6
CVC EROSION REGULATION LIMIT
ALTERNATE CONNECTION TO EXISTING OUTFALL
92.8m - 675mm CONC. STM. @ 0.50%
14.0m - 450mm PVC STM. @ 0.50%
67.9m
- 300m
m PVC STM
. @
0.50%
25.4m - 525mm CONC. STM. @ 0.50%
2
8
.
2
m
-
6
0
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
12.0m - 525mm CONC. STM. @ 0.50%
73.7m - 300mm PVC STM. @ 0.50%
6
9
.
9
m
-
6
0
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
7
5
.
0
m
-
6
7
5
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
12.7m - 450mm PVC STM. @ 0.50%
11.0m - 300mm PVC STM. @ 0.50%
47.5m - 600mm CONC. STM. @ 0.50%
19.0m - 375mm PVC STM. @ 0.50%
12.3m - 375mm PVC STM. @ 0.50%
44.7m - 300mm PVC STM. @ 0.50%
78.4m - 675mm CONC. STM. @ 0.50%
65.0m
-900x3000m
m
CO
N
C. BO
X STM
. @
0.50%
38.2m - 675mm CONC. STM. @ 0.50%
7.9m - 450mm PVC STM. @ 0.50%
75.0m - 975mm CONC. S
TM. @ 0.50%
50.4m
-900x1500m
m CO
NC. BO
X STM
. @
0.50%
80.4m-900x1500mm CONC. BOX STM. @ 0.50%
32.2m-900x1500mm CONC. BOX STM. @ 0.50%
37.6m - 1200mm CONC. STM. @ 0.50%
75.6m-900x1500mm CONC. BOX STM. @ 0.50%
65.2m
- 600m
m CO
NC. STM
. @
0.50%
14.9m - 375mm PVC STM. @ 0.50%
13.7m - 525mm CONC. STM. @ 0.50%
11.5m - 600mm CONC. STM. @ 0.50%
8
7
.
9
m
-
5
2
5
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
166.3m-900x2400mm CONC. BOX STM. @ 0.50%
47.8m-900x1500mm CONC. BOX STM. @ 0.50%
8
4
.
4
m
-
6
0
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
50.5m - 825mm CONC. STM. @ 0.50%
8.0m - 300mm PVC STM. @ 0.50%
77.9m - 600mm CONC. STM. @ 0.50%
6
7
.
0
m
-
9
0
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
7
3
.
1
m
-
9
0
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
4
3
.
5
m
-
7
5
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
7
9
.
5
m
-
6
7
5
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
25.8m - 975mm CONC. STM. @ 0.50%
47.6m - 525mm CONC. STM. @ 0.50%
29.8m - 975mm CONC. STM. @ 0.50%
37.3m - 975mm CONC. STM. @ 0.50%
73.6m - 900mm CONC. STM. @ 0.50%
51.8m - 750mm CONC. STM. @ 0.50%
50.1m - 600mm CONC. STM. @ 0.50%
8.1m - 525mm PVC STM. @ 0.50%
7.8m - 525mm CONC. STM. @ 0.50%
25.2m - 900mm CONC. STM. @ 0.50%
12.5m - 450mm PVC STM. @ 0.50%
9.5m - 525mm CONC. STM. @ 0.50%
9.7m - 300mm PVC STM. @ 0.50%
8.8m - 450mm PVC STM. @ 0.50%
STM. MH 17
SW 79.22m
STM. MH 27
NE 79.91m
STM. MH 18
NW 79.34m
SE 79.08m
NE 79.16m
STM. MH 21
NW 78.73m
E 78.68m
STM. MH 42
E 78.03m
S 78.11m
N 78.11m
STM. MH 16
SE 79.68m
STM. MH 55
E 76.63m
STM. MH 57
W 76.41m
NE 76.11m
S 76.26m
STM. MH 14
E 78.39m
STM. MH 29
NE 80.47m
STM. MH 31
SE 80.10m
SW 80.40m
NE 80.25m
STM. MH 28
NW 79.77m
SE 79.62m
SW 79.84m
STM. MH 43
W 77.68m
E 77.70m
STM. MH 9A
SE 76.97m
STM. MH 47
W 76.42m
STM. MH 34
N 78.10m
W 78.20m
STM. MH 58
SE 75.96m
STM. MH 33
E 78.71m
N 78.79m
STM. MH 35
W 78.34m
S 78.04m
E 77.97m
STM. MH 46
W 77.07m
S 76.70m
N 76.62m
STM. MH 59
SW 75.71m
NE 75.69m
NW 75.92m
STM. MH 36
W 77.58m
E 77.55m
STM. MH 39
SW 77.03m
N 76.95m
NW 77.18m
STM. MH 37
W 77.31m
NE 77.28m
STM. MH 73
NW 75.25m
NE 77.53m
SW 75.25m
SE 75.19m
STM. MH 10
SW 76.69m
SE 76.58m
STM. HW 1
NW 75.00m
STM. MH 4
NW 75.83m
SE 75.76m
SW 75.92m
STM. HW 2
NW 75.00m
STM. MH 8
NW 76.32m
SE 76.32m
SW 76.51m
STM. MH 1
NW 74.77m
SW 75.23m
SE 75.32m
STM. MH 6
NW 75.95m
SW 76.53m
SE 76.23m
STM. MH 2
NW 75.60m
SW 75.60m
SE 75.60m
STM. MH 30
SW 80.31m
STM. MH 38
SE 77.24m
STM. MH 51
E 77.30m
S 77.38m
STM. MH 54
W 76.17m
NE 75.84m
S 75.74m
STM. MH 67
SW 75.94m
STM. MH 68
NW 76.33m
SE 76.30m
NE 75.90m
STM. MH 53
W 76.86m
E 76.59m
S 76.67m
STM. MH 11
NE 76.93m
SW 77.11m
STM. MH 24
S 78.53m
N 78.46m
W 78.91m
STM. MH 23
E 78.97m
STM. MH 22
S 78.24m
N 78.17m
W 78.54m
STM. MH 12
SE 78.00m
STM. MH 13
S 77.39m
NE 77.24m
NW 77.77m
STM. MH 7
NE 76.56m
STM. MH 5
NE 76.58m
STM. MH 3
NE 75.97m
STM. MH 49
S 75.92m
N 75.89m
STM. MH 48
E 76.33m
S 76.25m
N 76.10m
STM. MH 56
N 76.30m
STM. MH 60
SE 75.69m
STM. MH 61
SW 75.50m
NE 75.35m
NW 75.65m
STM. MH 15
S 77.80m
N 77.73m
W 78.33m
STM. MH 65
NW 76.33m
SE 76.31m
STM. MH 62
SE 77.17m
STM. MH 63
NW 76.90m
SE 76.88m
53.0m
- 450m
m PVC STM
. @
0.50%
STM. MH 69
SW 75.39m
10.8m - 450mm PVC STM. @ 0.50%
STM. MH 32
S 78.87m
15.6m - 300mm PVC STM. @ 0.50%
STM. MH 41
S 78.20m
STM. MH 40
N 78.20m
18.3m - 450mm PVC STM. @ 0.50%
18.3m - 450mm PVC STM. @ 0.50%
STM. MH 45
E 77.45m
W 77.47m
N 77.53m
STM. MH 44
S 77.62m
4
6
.
5
m
-
6
0
0
m
m
C
O
N
C
.
S
T
M
.
@
0
.
5
0
%
19.0m - 450mm PVC STM. @ 0.50%
18.3m - 450mm PVC STM. @ 0.50%
STM. MH 52
N 76.76m
18.3m - 450mm PVC STM. @ 0.50%
STM. MH 50
N 77.47m
STM. MH 20
SW 79.01m
NW 78.95m
SE 78.93m
14.2m - 300mm PVC STM. @ 0.50%
STM. MH 19
NE 79.08m
40.5m
- 600m
m CO
NC. STM
. @
0.50%
STM. MH 26
NW 79.16m
E 79.06m
15.9m - 675mm CONC. STM. @ 0.50%
STM. MH 25
N 78.93m
W 78.98m
STM. MH 71
SW 77.93m
79.9m
- 6
00mm
CO
NC.
STM. @
0.5
0%
STM. MH 70
SE 75.30m
NW 76.05m
NE 75.34m
10.9m - 975mm CONC. STM. @ 0.50%
51.9m
- 825m
m CO
NC. STM
. @
0.50%
59.7m
- 750m
m CO
NC. STM
. @
0.50%
53.2m
- 750m
m CO
NC. STM
. @
0.50%
51.7m - 600mm CONC. STM. @ 0.50%
STM. MH 66
NW 76.01m
SE 76.59m
STM. MH 64
NW 76.62m
SE 76.60m
STM. MH 34A
E 78.26m
12.3m - 300mm PVC STM. @ 0.50%
22.4m - 1200mm CONC. STM. @ 0.50%
STM. MH 9
NW 76.90m
NE 76.80m
SW 76.55m
37.7m - 450mm PVC STM. @ 0.56%
STM. MH 72
NE 75.46m
STM. HW 1 Alternate
NW 75.00m
91.4m
- 825m
m CO
NC. STM
. @
0.50%
51.9m
- 825m
m CO
NC. STM
. @
0.50%
65.4m
- 750m
m CO
NC. STM
. @
0.50%
51.7m
- 750m
m CO
NC. STM
. @
0.50%
49.2m
- 600m
m CO
NC. STM
. @
0.50%
57.8m
- 450m
m CO
NC. STM
. @
0.50%
EX. 675mm STMEX. 600mm STM
EX. 525mm STMEX. 450mm STM
EX. 375mm STM
EX. 900m
m STM
EX. 1050m
m STM
EX. 900m
m STM
EX. 900m
m STM
S
t
r
e
e
t
D
S
t
r
e
e
t
B
S
t
r
e
e
t
A
Stre
et B
S
t
r
e
e
t
C
Street C
S
t
r
e
e
t
A
BLOCK 3
BLOCK 5
BLOCK 2
BLOCK 6
BLOCK 9
BLOCK 15
BLOCK 14
BLOCK 10
BLOCK 17
BLOCK 1
BLOCK 4BLOCK 7
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 16
BLOCK 18
BLOC
K 19
BLOCK 20
BLOCK 22
BLOCK 21
P-4
0.83 ha
D
4.19 ha
P-2
2.44 ha
C
2.72 ha
D
8.57 ha
B-23
0.54 ha
D
7.45 ha
B-22
0.87 ha
P-3
0.19 ha
ha2.44
P-2
0.30
ha0.54
D-5
0.90
ha0.91
C-1
0.90
ha0.59
C-4
0.90
ha
0.83
C-6
0.90
ha0.41
C-3
0.90
ha1.30
B-7
0.80
ha1.21
D-3
0.65
ha1.30
D-2
0.65
ha0.98
D-1
0.65
ha0.67
A-1
0.65
ha
0.49
A-2
0.70
ha0.95
A-5
0.75
ha0.66
A-8
0.80
ha0.63
A-14
0.90
ha0.98
A-13
0.90
ha0.95
A-17
0.90
ha0.39
A-18
0.65
ha0.72
B-10
0.65
ha0.72
B-3
0.65
ha0.20
A-4
0.90
ha0.20
A-9
0.90
ha0.1
0
D-6
0.90
ha0.1
4
D-4
0.90
ha
0.22
B-1
0.90
ha0.26
B-2
0.75
ha0.16
B-4
0.90
ha0.10
B-6
0.90
ha0.20
C-2
0.90
ha0.19
A-12
0.90
ha0.1
3
A-15
0.90
ha0.1
5
A-11
0.90
ha
0.13
A-16
0.90
ha0.2
4
A-19
0.90
ha0.21
A-7
0.90
ha0.2
5
A-10
0.90
ha0.10
B-5
0.90
ha0.10
B-8
0.90
ha0.2
7
B-9
0.90
ha0.2
3
B-11
0.90
ha0.77
B-12
0.65
ha0.75
B-13
0.90
ha0.72
B-17
0.65
ha0.87
B-22
0.65
ha0.54
B-23
0.65
ha0.67
B-19
0.65
ha0.13
B-14
0.90
ha0.07
B-15
0.90
ha0.05
B-16
0.90
ha0.15
B-20
0.90
ha0.29
B-18
0.90
ha0.0
9
B-21
0.90
ha0.1
9
P-3
0.30
ha0.29
P-1
0.30
ha0.1
9
C-5
0.90
ha0.97
Ext. 3
0.60
ha0.61
Ext. 4
0.60
ha1.78
Ext. 5
0.60
ha0.86
Ext. 6
0.60
ha3.79
Ext. 1
0.60
ha2.41
Ext. 2
0.60
ha0.68
Ext. 8
0.75
ha0.83
P-4
0.30
ha0.26
Ext. 9
0.90
ha0.29
Ext. 10
0.90
ha0.17
Ext. 11
0.90
ha0.24
Ext. 12
0.90
ha0.20
Ext. 13
0.90
ha0.69
Ext. 7
0.90
0.431 m
3
/s
1.075 m
3
/s
0.075 m
3
/s
0.012 m
3
/s
0.120 m
3
/s
1.166 m
3
/s
0.156 m
3
/s
0.551 m
3
/s
0.055 m
3
/s
ha0.22
Ext. 14
0.90
ha0.24
Ext. 15
0.90
ha0.26
Ext. 17
0.90
ha0.24
Ext. 16
0.90
PROPOSED OVERLAND FLOW ROUTE
PROPOSED STORM SEWER
DRAINAGE AREA (ha)
COMPOSITE RUNOFF COEFFICIENT
INTERNAL DRAINAGE BOUNDARY
0.75
19.36
O3
AREA ID
INTERNAL DRAINAGE AREA
EXISTING STORM SEWER
CONCEPTUAL
STORM DRAINAGE
PLAN
Port Credit West Village
Partners Inc.
SCALE:
PROJECT No.: DATE:DRAWING No.:
16-489
H 1:1250
LEGEND
AUGUST 2017
BENCHMARK
REFERENCE DRAWINGS
00919711150 & 00919711151, U.T.M ZONE 17, NAD83 (ORIGINAL).
BEARINGS ARE UTM GRID, DERIVED FROM SPECIFIC CONTROL POINTS
SURVEY: MACKAY, MACKAY & PETERS LTD., PROJECT No. 14-102, DATE: JUNE 1ST, 2015
N.T.S.
KEY PLAN
3760 14th Avenue, Suite 301, Markham, Ontario L3R 3T7
tel: 905.946.9461 fax: 905.946.9595
Urbantech Consulting, A Division of Leighton-Zec Ltd.
www.urbantech.com
PORT
CREDIT
HARBOR
LAKESHORE ROAD WEST
CN RAIL LINE
MIS
SIS
SA
UG
A R
OA
D S
OU
TH
PIN
E A
VE
NU
E S
OU
TH
PE
TE
R S
TR
EE
T S
OU
TH
LAKE ONTARIO
M
A
P
L
E
A
V
E
N
U
E
S
O
U
T
H
20m10m0m10m 40m
DRAFT PLAN: J.D. BARNES, ALL OF LOT 10, PART OF LOTS 9 AND 11 AND WATER LOCATION IN FRONT OF LOT 9,
BROKEN FRONT RANGE CREDIT INDIAN RESERVE. REFERENCE NO. 17-30-041-03-DP-A. DATE: AUGUST 11, 2017
STM-1
DRAFT PLAN BLOCK BOUNDARY
NOTE: ALL CATCHMENTS
WILL RECEIVE QUALITY
CONTROL AS PER CITY OF
MISSISSAUGA AND CVC
GUIDELINES
CVC EROSION REGULATION LIMIT
WATER'S EDGE - LAKE ONTARIO
CVC HAZARD REGULATION LIMIT
D
0.551 m3/s
4.19 ha
MAJOR SYSTEM CAPTURE AREA
100YR CONSTANT FLOW CAPTURED IN PIPE AT LOW POINT
CAPTURE POINT ID
ALTERNATE STORM SEWER SERVICING
SAN. MH 14A
S INV. 76.72m
W INV. 76.77m
E INV. 76.77m
N INV. 76.64m
SAN. MH 57A
N INV. 77.90m
E INV. 77.93m
SAN. MH 1A
SW INV. 74.38m
NW INV. 74.09m
SAN. MH 23A
NE INV. 77.85m
250mm∅ PVC SAN. 55.8m @ 0.40%
375mm∅ PVC SAN. 89.6m @ 0.32%
375m
m∅
PVC SAN
. 95.8m
@
0.40%
250m
m∅
PVC SAN
. 55.4m
@
0.40%
250mm∅ PVC SAN. 52.6m @ 0.40%
300mm∅ PVC SAN. 70.0m @ 0.40%
250mm∅ PVC SAN. 11.1m @ 0.40%
375mm∅ PVC SAN. 72.9m @ 0.40%
250mm∅ PVC SAN. 11.5m @ 0.40%
250mm∅ PVC SAN. 66.1m @ 0.40%
250mm∅ PVC SAN. 17.6m @ 0.40%
375mm∅ PVC SAN. 62.9m @ 0.40%
250mm∅ PVC SAN. 12.2m @ 0.40%
250mm∅ PVC SAN. 64.3m @ 0.40%
250mm∅ PVC SAN. 44.7m @ 0.40%
250mm∅ PVC SAN. 73.4m @ 0.40%
250mm∅ PVC SAN. 8.0m @ 0.40%
250mm∅ PVC SAN. 8.4m @ 0.40%
250mm∅ PVC SAN. 11.6m @ 0.40%
375mm∅ PVC SAN. 100.4m @ 0.32%
375mm∅ PVC SAN. 100.8m @ 0.32%
250mm∅ PVC SAN. 12.4m @ 0.40%
250mm∅ PVC SAN. 8.7m @ 0.40%
250mm∅ PVC SAN. 33.5m @ 0.40%
250mm∅ PVC SAN. 94.0m @ 0.40%
250mm∅ PVC SAN. 82.8m @ 0.40%
250mm∅ PVC SAN. 7.8m @ 0.40%
250mm∅ PVC SAN. 9.6m @ 0.40%
250mm∅ PVC SAN. 16.3m @ 0.40%
250mm∅ PVC SAN. 67.0m @ 0.40%
250mm∅ PVC SAN. 58.3m @ 0.40%
250mm∅ PVC SAN. 90.3m @ 0.40%
250mm∅ PVC SAN. 31.9m @ 0.40%
250mm∅ PVC SAN. 33.8m @ 0.40%
250mm∅ PVC SAN. 8.0m @ 0.40%
250m
m∅
PVC SAN
. 96.0m
@
0.40%
375mm∅ PVC SAN. 15.8m @ 0.32%
250mm∅ PVC SAN. 7.8m @ 0.40%
250mm∅ PVC SAN. 7.7m @ 0.40%
250mm∅ PVC SAN. 61.3m @ 0.40%
250mm∅ PVC SAN. 23.8m @ 0.40%
250mm∅ PVC SAN. 72.9m @ 0.40%
375mm∅ PVC SAN. 23.0m @ 0.40%
250mm∅ PVC SAN. 82.3m @ 0.40%
375mm∅ PVC SAN. 67.2m @ 0.40%
375mm∅ PVC SAN. 37.2m @ 0.40%
SAN. MH 21A
N INV. 77.27m
W INV. 77.30m
S INV. 77.30m
SAN. MH 25A
NE INV. 78.15m
SAN. MH 59A
N INV. 78.17m
SAN. MH 58A
S INV. 78.18m
SAN. MH 60A
W INV. 78.10m
N INV. 78.13m
S INV. 78.13m
SAN. MH 3A
SW INV. 75.08m
NE INV. 75.05m
SAN. MH 35A
NW INV. 79.22m
SAN. MH 19A
W INV. 77.09m
SAN. MH 27A
SW INV. 78.08m
NE INV. 78.08m
SE INV. 78.05m
SAN. MH 20A
W INV. 77.05m
N INV. 77.00m
E INV. 77.05m
S INV. 77.05m
SAN. MH 2A
NE INV. 74.70m
SW INV. 74.73m
SAN. MH 34A
NW INV. 78.97m
SE INV. 79.00m
SAN. MH 24A
NW INV. 77.79m
SE INV. 77.76m
SW INV. 77.79m
SAN. MH 47A
N INV. 77.38m
W INV. 77.35m
S INV. 77.38m
SAN. MH 32A
NW INV. 78.49m
SE INV. 78.49m
NE INV. 78.46m
SAN. MH 28A
SE INV. 77.38m
N INV. 77.35m
SAN. MH 55A
W INV. 77.63m
SAN. MH 56A
W INV. 77.60m
N INV. 77.57m
E INV. 77.60m
S INV. 77.60m
SAN. MH 7A
NW INV. 75.89m
SAN. MH 8A
SW INV. 75.75m
NE INV. 75.72m
NW INV. 75.85m
SE INV. 75.85m
SAN. MH 12A
W INV. 76.49m
SAN. MH 13A
S INV. 76.35m
N INV. 76.32m
E INV. 76.45m
W INV. 76.45m
SAN. MH 5A
SW INV. 75.47m
NE INV. 75.45m
SAN. MH 4A
SW INV. 75.40m
NE INV. 75.37m
EX.SPS
SE INV. 73.71m
SAN. MH 45A
N INV. 77.43m
SAN. MH 11A
E INV. 76.48m
SAN. MH 52A
S INV. 77.27m
W INV. 77.24m
E INV. 77.27m
SAN. MH 50A
E INV. 76.87m
W INV. 76.84m
N INV. 76.87m
SAN. MH 48A
E INV. 76.51m
W INV. 76.48m
SAN. MH 51A
W INV. 77.30m
SAN. MH 26A
SW INV. 78.12m
SAN. MH 31A
SW INV. 78.20m
N INV. 78.17m
SAN. MH 30A
S INV. 77.93m
W INV. 77.90m
SAN. MH 29A
E INV. 77.54m
NW INV. 77.51m
SAN. MH 53A
S INV. 77.44m
N INV. 77.41m
SAN. MH 49A
S INV. 76.90m
SAN. MH 6A
SE INV. 75.88m
SAN. MH 17A
SW INV. 77.20m
SAN. MH 16A
NE INV. 77.17m
SE INV. 77.14m
SAN. MH 15A
NW INV. 76.89m
E INV. 76.86m
SAN. MH 44A
E INV. 77.09m
W INV. 77.06m
SAN. MH 10A
S INV. 76.05m
NE INV. 76.02m
E INV. 76.15m
W INV. 76.15m
SAN. MH 9A
SW INV. 75.93m
NE INV. 75.90m
SAN. MH 37A
NW INV. 78.79m
SE INV. 78.76m
SAN. MH 41A
SE INV. 79.06m
250m
m∅
PVC SAN
. 65.9m
@
0.40%
250mm∅ PVC SAN. 68.3m @ 0.40%
250mm∅ PVC SAN. 8.6m @ 0.40%
SAN. MH 18A
E INV. 77.08m
250mm∅ PVC SAN. 16.1m @ 0.40%
SAN. MH 46A
S INV. 77.44m
SAN. MH 54A
E INV. 77.66m
250mm∅ PVC SAN. 13.6m @ 0.40%
250mm∅ PVC SAN. 10.5m @ 0.40%
SAN. MH 22A
NW INV. 77.37m
E INV. 77.34m
250mm∅ PVC SAN. 13.7m @ 0.40%
250mm∅ PVC SAN. 59.4m @ 0.40%
SAN. MH 61A
SE INV. 78.76m
NW INV. 78.73m
4
621
2
49
0.98
1
470.93
1.05
28
450.33
29
0
0.07
27
00.11
26
1850.87
31
00.14
30
0
0.04
33
6810.63
32
0 0.13
34
0
0.14
35
0
6
60 0.37
0.16
3
0
0.16
5
0
0.21
7b
160 1.04
39
0 0.22
38
0
0.12
36
578 0.76
37
00.13
40
0 0.07
8
242 1.40
41
0 0.29
42
0 0.19
43
2891.45
44
0 0.13
45
0 0.12
46
2891.49
23
137 0.67
22
6430.75
12
11111.31
9
1190.81
10
119 0.65
11
3460.62
13
7050.92
16
424 0.59
17
721.43
15
3760.41
14
0 0.07
18
00.14
19
0 0.07
20
0
0.06
0
21
0
0.16
24
1020.54
25
0.15
250mm∅ PVC SAN. 40.0m @ 0.40%
MH 229
T/G 77.03m
SE INV. 76.02m
7a
1280.73
S
t
r
e
e
t
D
S
t
r
e
e
t
B
S
t
r
e
e
t
A
Street B
S
t
r
e
e
t
C
S
t
r
e
e
t
A
Street A
LAKE
ONTARIO
PORT STREET
BAY STREET
LAKE STREET
FR
ON
T S
TR
EE
T
LAKESHORE ROAD W
MIS
SIS
SA
UG
A R
OA
D S
PE
TE
R S
TR
EE
T S
JO
HN
S
TR
EE
T S
WATER'S EDGE AS SHOWN
ON 2016 AERIAL PHOTOGRAPHY
WATER'S EDGE AS OF FEBRUARY, 2017
WATER'S EDGE AS SHOWN ON
2016 AERIAL PHOTOGRAPHY
S
t
r
e
e
t
C
EX. 250m
m SAN
EX. 250m
m SAN
EX. 375m
m SAN
EX. 375m
m SAN
EX. 250mm SAN
EX. 250mm SAN
EX. 250mm SAN
EX. 350mm SAN
EX. 350mm SAN
EX. 300mm SAN
EX. 350mm SAN
EX. 375mm SAN
EX. 375mm SAN
BLOCK 3
BLOCK 5
BLOCK 2
BLOCK 6
BLOCK 9
BLOCK 15
BLOCK 14
BLOCK 10
BLOCK 17
BLOCK 1
BLOCK 4BLOCK 7
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 16BLOCK 18
BLOC
K 19
BLOCK 20
BLOCK 22
BLOCK 21
Lane W
est
Lane North
HATCHED AREA REPRESENTS
COMMERCIAL AREA FOR AREA #17
CROSSING #1
PROPOSED SAN INV. 75.41 m
EX. SAN INV. 77.08 m
FRONT STREET SPS
FIRM CAPACIT
Y = 276 LPS
PWWF = 76 LPS
(2013 WATER & W
ASTEWATER
MASTER PLAN)
PROPOSED PWWF = 156.6 LPS
EXISTING WATERFRONT TRAIL
CROSSING #2
PROPOSED SAN INV. 74.40 m
EX. SAN INV. 73.90 m
PROPERTY BOUNDARY
PROPOSED SANITARY SEWER AND MANHOLE
1
1101.00
SANITARY DRAINAGE AREA BOUNDARY
DRAINAGE AREA I.D.
DRAINAGE AREA (ha)
POPULATION
Port Credit West Village
Partners Inc.
SCALE:
PROJECT No.: DATE:DRAWING No.:
16-489
H 1:1250
LEGEND
AUGUST 2017
BENCHMARK
REFERENCE DRAWINGS
00919711150 & 00919711151, U.T.M ZONE 17, NAD83 (ORIGINAL).
BEARINGS ARE UTM GRID, DERIVED FROM SPECIFIC CONTROL POINTS
SURVEY: MACKAY, MACKAY & PETERS LTD., PROJECT No. 14-102, DATE: JUNE 1ST, 2015
N.T.S.
KEY PLAN
3760 14th Avenue, Suite 301, Markham, Ontario L3R 3T7
tel: 905.946.9461 fax: 905.946.9595
Urbantech Consulting, A Division of Leighton-Zec Ltd.
www.urbantech.com
PORT
CREDIT
HARBOR
LAKESHORE ROAD WEST
CN RAIL LINE
MIS
SIS
SA
UG
A R
OA
D S
OU
TH
PIN
E A
VE
NU
E S
OU
TH
PE
TE
R S
TR
EE
T S
OU
TH
LAKE ONTARIO
M
A
P
L
E
A
V
E
N
U
E
S
O
U
T
H
20m10m0m10m 40m
DRAFT PLAN: J.D. BARNES, ALL OF LOT 10, PART OF LOTS 9 AND 11 AND WATER LOCATION IN FRONT OF LOT 9,
BROKEN FRONT RANGE CREDIT INDIAN RESERVE. REFERENCE NO. 17-30-041-03-DP-A. DATE: AUGUST 11, 2017
SAN-1
CONCEPTUAL SANITARY DRAINAGE AREA PLAN
EXISTING SANITARY SEWER AND MANHOLE
MIS
SIS
SA
UG
A R
OA
D
LAKESHORE ROAD
PORT STREET
BAY STREET
LAKE STREET
PE
TE
R S
TR
EE
T S
JO
HN
S
TR
EE
T S
EX. 400mm WM
EX. 400mm WM
EX. 300mm WM
EX. 300mm WM
FUT. 600mm WM (REGION PROJECT 18-119)
FUT. 600mm WM (REGION PROJECT 18-119)
EX. 200mm WM
EX. 200mm WM
EX. 150mm WM
EX. 300m
m W
M
EX. 300m
m W
M
EX. 300m
m W
M
PROP. 300mm WM
P
R
O
P
.
3
0
0
m
m
W
M
P
R
O
P
.
3
0
0
m
m
W
M
P
R
O
P
.
3
0
0
m
m
W
M
PRO
P. 300m
m W
M
PRO
P. 300m
m W
M
P
R
O
P
.
3
0
0
m
m
W
M
PRO
P. 300m
m W
M
P
R
O
P
.
3
0
0
m
m
W
M
S
T
R
E
E
T
D
S
T
R
E
E
T
B
S
T
R
E
E
T
A
STREET B
S
T
R
E
E
T
C
STREET C
S
T
R
E
E
T
A
STREET A
BLOCK 3
BLOCK 5
BLOCK 2
BLOCK 6
BLOCK 9
BLOCK 15
BLOCK 14
BLOCK 10
BLOCK 17
BLOCK 1
BLOCK 4
BLOCK 7
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 16
BLOCK 18
BLOC
K 19
BLOCK 20
BLOCK 22
BLOCK 21
WATER SERVICING
PLAN
PROPOSED WATER MAIN
EXISTING WATER MAIN
WTR-1
HYDRANT
HYD&V
HYD&V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
HYD&V
H
Y
D
&
V
HYD&V
EX.HYD&V
EX.HYD&V
EX.HYD&V
EX.HYD&V
EX.HYD&V
EX.HYD&V
EX.HYD&V
EX.HYD&V
H
Y
D
&
V
H
Y
D
&
V
H
Y
D
&
V
Port Credit West Village
Partners Inc.
SCALE:
PROJECT No.: DATE:DRAWING No.:
16-489
H 1:1250
LEGEND
AUGUST 2017
BENCHMARK
REFERENCE DRAWINGS
00919711150 & 00919711151, U.T.M ZONE 17, NAD83 (ORIGINAL).
BEARINGS ARE UTM GRID, DERIVED FROM SPECIFIC CONTROL POINTS
SURVEY: MACKAY, MACKAY & PETERS LTD., PROJECT No. 14-102, DATE: JUNE 1ST, 2015
N.T.S.
KEY PLAN
3760 14th Avenue, Suite 301, Markham, Ontario L3R 3T7
tel: 905.946.9461 fax: 905.946.9595
Urbantech Consulting, A Division of Leighton-Zec Ltd.
www.urbantech.com
PORT
CREDIT
HARBOR
LAKESHORE ROAD WEST
CN RAIL LINE
MIS
SIS
SA
UG
A R
OA
D S
OU
TH
PIN
E A
VE
NU
E S
OU
TH
PE
TE
R S
TR
EE
T S
OU
TH
LAKE ONTARIO
M
A
P
L
E
A
V
E
N
U
E
S
O
U
T
H
20m10m0m10m 40m
DRAFT PLAN: J.D. BARNES, ALL OF LOT 10, PART OF LOTS 9 AND 11 AND WATER LOCATION IN FRONT OF LOT 9,
BROKEN FRONT RANGE CREDIT INDIAN RESERVE. REFERENCE NO. 17-30-041-03-DP-A. DATE: AUGUST 11, 2017
HYD&V