4
84.07 84.00 84.03 84.05 84.01 83.78 83.75 83.59 83.56 83.27 83.18 82.78 82.23 81.91 81.58 81.37 81.07 81.03 81.03 81.02 81.01 81.25 81.33 81.50 81.63 81.74 81.78 81.65 81.30 81.04 80.80 80.53 80.29 80.03 79.79 79.56 79.32 79.04 78.73 78.52 78.27 78.01 77.84 77.68 77.61 77.70 77.61 77.49 77.28 77.10 77.03 76.98 76.99 83.71 82.27 77.04 80.23 82.23 82.09 81.94 81.80 81.66 81.43 81.31 81.19 81.07 80.95 80.83 80.71 80.59 80.47 80.34 80.22 80.10 82.43 82.35 81.50 81.55 81.55 80.05 80.10 81.02 80.93 80.88 80.78 80.68 80.40 80.17 79.95 79.73 79.50 79.28 79.05 78.83 78.60 78.38 80.87 80.82 80.95 80.58 80.64 80.73 80.63 78.09 78.04 79.75 80.95 80.84 80.72 80.61 80.50 80.38 80.27 80.16 80.04 79.93 79.82 82.20 82.02 82.12 82.22 82.12 82.02 81.92 81.82 81.72 81.62 81.52 81.42 81.32 81.22 81.12 81.02 80.92 80.82 80.72 80.62 80.52 80.42 80.33 80.18 80.03 79.88 79.30 78.90 78.50 78.10 77.70 77.30 76.93 76.98 82.05 82.00 82.22 80.38 80.43 80.43 79.74 76.94 76.89 76.94 83.71 83.49 83.39 83.28 83.17 83.07 82.96 82.85 82.75 82.64 82.54 82.32 82.22 82.11 82.01 81.90 81.79 81.69 81.58 81.47 81.37 81.26 81.16 81.05 80.94 80.84 80.73 80.63 80.52 80.41 80.31 79.24 78.74 78.24 77.74 83.56 80.19 77.48 77.43 77.48 83.25 83.82 83.75 83.65 83.55 83.45 83.35 83.25 83.27 83.25 83.28 83.18 83.08 83.22 83.27 83.27 83.22 83.32 83.05 83.10 81.53 81.63 81.73 81.83 81.93 82.03 82.13 82.23 82.33 82.43 82.53 82.63 82.73 82.83 82.93 83.03 83.13 83.23 83.33 83.43 83.29 83.09 82.99 82.89 82.74 82.52 82.31 82.10 81.89 83.45 83.09 82.86 82.91 82.99 82.91 81.83 81.90 82.15 82.05 81.94 81.84 81.74 81.63 81.73 81.83 81.93 82.03 82.08 81.98 81.88 82.25 81.65 81.73 81.65 81.60 82.11 81.77 81.82 81.67 81.77 81.87 81.97 82.07 82.06 81.96 81.86 81.13 81.03 79.70 79.75 81.69 81.64 82.11 81.80 81.85 LAKE ONTARIO PORT STREET BAY STREET LAKE STREET LAKESHORE ROAD W MISSISSAUGA ROAD S MAPLE AVE S PINE AVE S PETER STREET 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 FFE = 82.10 FFE = 82.10 FFE = 82.10 FFE = 81.80 FFE = 81.00 FFE = 81.50 FFE = 81.00 FFE = 81.50 FFE = 81.75 FFE = 82.75 FFE = 82.50 FFE = 81.50 FFE = 81.00 FFE = 80.50 FFE = 80.50 FFE = 80.70 FFE = 81.00 FFE = 81.00 FFE = 80.30 FFE = 80.70 FFE = 80.50 FFE = 80.50 FFE = 80.80 FFE = 79.70 FFE = 79.10 FFE = 79.20 FFE = 79.50 FFE = 78.60 FFE = 81.40 FFE = 81.40 FFE = 81.10 FFE = 81.10 FFE = 81.70 FFE = 81.70 FFE = 82.00 FFE = 82.00 FFE = 82.85 FFE = 82.50 FFE = 82.40 FFE = 82.60 FFE = 82.75 FFE = 83.00 FFE = 80.80 FFE = 81.30 FFE = 80.70 FFE = 80.60 FFE = 78.50 81.73 81.42 81.31 81.10 84.10 84.28 83.18 82.79 82.41 81.68 80.91 81.28 80.24 80.54 83.91 84.12 84.21 81.10 81.00 80.00 82.10 79.40 79.20 78.00 84.04 79.94 79.92 81.09 78.09 79.15 78.98 80.79 78.07 76.48 75.47 78.41 78.20 78.36 84.16 84.02 83.71 83.14 82.63 82.33 81.72 81.25 81.00 81.17 81.29 81.44 81.53 81.61 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 83.50 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 Waterfront Walkway Street D Street B Street A Street B Street C Street C Street 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 4 BLOCK 7 BLOCK 8 BLOCK 11 BLOCK 12 BLOCK 13 BLOCK 16 BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 22 BLOCK 21 CVC 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 MISSISSAUGA ROAD SOUTH PINE AVENUE SOUTH PETER STREET SOUTH LAKE ONTARIO MAPLE AVENUE SOUTH 20m 10m 0m 10m 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

Street C Street B Street C Street D Street B Street A€¦ · port street bay street lake street lakeshore road w mississauga road s pine ave s peter street s john street s. existing

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Page 1: Street C Street B Street C Street D Street B Street A€¦ · port street bay street lake street lakeshore road w mississauga road s pine ave s peter street s john street s. existing

84

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82.05

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82.22

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4

3

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4

3

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9

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7

4

76

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4

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76

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4

83

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83

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83

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83

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83

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82

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82

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82

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0

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9

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3

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80

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4

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0

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4

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3

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3

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5

2

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4

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1

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9

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2

4

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4

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83.56

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9

7

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83

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4

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4

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3

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.2

5

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6

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3

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81

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7

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1

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3

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0

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9

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5

81

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9

81

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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

AutoCAD SHX Text
0.55%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.55%
AutoCAD SHX Text
0.77%
AutoCAD SHX Text
0.55%
AutoCAD SHX Text
0.75%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
0.70%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
2.50%
AutoCAD SHX Text
0.55%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.55%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.55%
AutoCAD SHX Text
1.10%
AutoCAD SHX Text
1.10%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
0.50%
AutoCAD SHX Text
1.75%
AutoCAD SHX Text
1.35%
AutoCAD SHX Text
1.40%
AutoCAD SHX Text
0.85%
AutoCAD SHX Text
0.80%
AutoCAD SHX Text
0.60%
AutoCAD SHX Text
0.60%
AutoCAD SHX Text
0.65%
AutoCAD SHX Text
2.60%
AutoCAD SHX Text
1.05%
AutoCAD SHX Text
1.02%
AutoCAD SHX Text
2.04%
AutoCAD SHX Text
1.33%
AutoCAD SHX Text
1.32%
AutoCAD SHX Text
1.17%
AutoCAD SHX Text
0.84%
AutoCAD SHX Text
0.74%
AutoCAD SHX Text
0.98%
AutoCAD SHX Text
1.92%
AutoCAD SHX Text
1.64%
AutoCAD SHX Text
2.65%
AutoCAD SHX Text
2.0%
Page 2: Street C Street B Street C Street D Street B Street A€¦ · port street bay street lake street lakeshore road w mississauga road s pine ave s peter street s john street s. existing

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

Page 3: Street C Street B Street C Street D Street B Street A€¦ · port street bay street lake street lakeshore road w mississauga road s pine ave s peter street s john street s. existing

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

Page 4: Street C Street B Street C Street D Street B Street A€¦ · port street bay street lake street lakeshore road w mississauga road s pine ave s peter street s john street s. existing

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