SWITCHGEARHYDRO

TRANSFORMER

3990

5320

∅∅

∅

∅

∅ CSP

∅CNC

∅

∅

∅∅

∅

∅∅

∅

∅∅

∅∅

∅

∅

∅

∅∅

∅

∅∅

∅

∅∅

16173

SITE PLAN (OVERALL)

SCALE = 1 : 400

SP-2

1

7997

3400522700

9251

21501

15148

5200

6700

5200

15780

6700

3623

6531

6039

13748

12854

∅

garb

age

conta

iner

garbage

compactor

i

n

t

e

r

l

o

c

k

b

r

i

c

k

r

e

t

a

i

n

i

n

g

w

a

l

l

i

n

t

e

r

l

o

c

k

i

n

g

b

r

i

c

k

r

e

t

a

i

n

i

n

g

w

a

l

l

r

e

t

a

i

n

i

n

g

w

a

l

l

N3

2°1

9'0

0"W

65

.4

7

N57°40'00"E 76.20

N

3

6

°

3

4

'0

0

"

E

8

3

.

0

2

1

2

8

.

9

3

N

3

5

°

0

4

'2

0

"

E

9

2

.

7

3

N31°13'40"W

111.77

N31°10'20"W

125.33

N

23°37'50"W

58.02

N31°14'20"W

26.89

N57°40'00"E 19.17

N

2

9

°

4

1

'

0

0

"

E

6

.

7

7

C A R L I N G A V E N U E

M

E

R

I V

A

L E

R

O

A

D

M

E

R

I V

A

L E

R

O

A

D

loading

dock

retaining wall with

decorative

pillars and iro

n fencing

interlocking pavers

retaining wall with decorative

pillars and iron fencing

interlock pavers (typical)

(typical)

decorative pillars with iron fencing separating traffic

BUS SHELTER

concrete sidewalk

E

S

T

I

M

A

T

E

D

P

O

S

I

T

I

O

N

O

N

L

Y

interlock

pavers

6 storey commercial building

N3

7°1

4'5

0"W

0

.3

7

N3

2°0

5'0

0"W

10

.9

0

No. 1335 Carling Avenue

(pre-cast finish at grade noted)

1

.

3

8

N

3

2

°

2

9

'3

0

"

E

SUBJECT TO EASEMENT AS IN INSTRUMENT NO. CR334034

SUBJECT TO EASEMENT AS IN INSTRUMENT NO. CR334034

S

U

B

J

E

C

T

T

O

E

A

S

E

M

E

N

T

A

S

I

N

I

N

S

T

R

U

M

E

N

T

N

o

.

C

R

4

3

6

7

7

7

S

U

B

J

E

C

T

T

O

E

A

S

E

M

E

N

T

A

S

I

N

I

N

S

T

R

U

M

E

N

T

N

o

.

C

R

3

4

0

2

7

4

PR

OP

OS

ED

15M

W

ID

EN

IN

G

∅

EX

TE

NT

O

F P

HA

SE

III

H

Y

D

R

O

P

R

O

P

E

R

T

Y

L

I

N

E

PHASE 1 LIMIT(90.861M)

PH

AS

E 1 LIM

IT

(88.582M

)

23 SPACES

4 STOREYS

PODIUM

1 STOREY

24 STOREY

COMMERCIAL /

RESIDENTIAL TOWER

BIKE ROOM

ACCESS

5 to 20 S

TO

RE

Y

1 STOREY

21 to 24 S

TO

RE

Y

DC

DC

DC

FH

FH

250mmØ STM SEWER

30

0m

mØ

S

TM

S

EW

ER

200mmØ WATERMAN

SCALE 1: 400

0m10 20

40

FIR

E R

OU

TE

FIRE ROUTE

EXISTING

HYDRO

TOWER

EXISTING

HYDRO TOWER

EXISTING

HYDRO

TOWER

EXISTING

HYDRO

TOWER

HYDRO PROPERTY

HYDRO PROPERTY

HYDRO PROPERTY

14170 69290 740

EXISTING 2 STOREY MALL

228.49m

CENTRE LINE OF ASPHALT

22250

TOWER SETBACK

TO

WE

R S

ET

BA

CK

14170

CE

NT

RE

LIN

E O

F A

SP

HA

LT

EX

TE

NT

O

F P

HA

SE

III

ZONING SCHEDULE

AREA 'C'

ZONING SCHEDULE

AREA 'A'

ZONING SCHEDULE

AREA 'B'

ZONING SCHEDULE

AREA 'A'

ZO

NIN

G S

CH

ED

UL

E

AR

EA

'C

'

88704 55543 56756

88

76

9

30

28

1

2252

2

2

4

1

2130

EXISTING BUS LOADING AREA TO REMAIN

EXISTING BUS

AND SHELTER

CENTRE LINE OF ASPHALT

88.8m - PHASE II 84.20m - PHASE I

3075

3513

5450

55.49m - PHASE III

3660

5200

LO

AD

IN

G B

AY

LOADING BAY

LO

AD

IN

G B

AY

22248

RESIDENTIAL

ENTRY

COMMERCIAL

ENTRY

EXIT

RA

MP

D

N 27.0M

@

11.0%

LO

AD

IN

G B

AY

LO

AD

IN

G B

AY

REFUGE

LOADING

AREA

DC

COMMERCIAL

ENTRY

EXIT

PARKING

GARAGE

ENTRY

3832

18834

6880

8095

19515

22028

41730

15000

N57°28'35"E (P1&MEAS)

165.76 (MEAS) 165.81 (P1)

54.68 N59°13'50"E

R=11.00

A=18.536

C=16.420

N12°14'41"E

N

24°48'20"W

(P

3&

M

E

A

S

) N

24°49'05"W

(P

1)

68.84 (P

1,P

3&

M

E

A

S

)

R=

150.00

A=

74.78

N

3

9

°

0

5

'5

5

"

W

(

P

1

&

M

E

A

S

)

R=

500.00

A=

41.30

C=

41.29

N32°10'35"W

R

=

500.00

N

24°57'54"W

(P

1,P

3&

S

E

T

)

R=

500.00

N27°52'15"W

(P

1&

SE

T)

(P

1&

SE

T)

C

=

1

7

.42

C=

33.59

2

.

0

0

4

.

7

7

A

=

1

7

.4

2

1.81

N57°43'35"E

17.50

N55°54'55"E

46.90

N57°46'10"E93.64

A=

33.60

N3

2°1

6'2

0"W

40

.2

4

N26°47'20"W

8.34

24.67

44.17

N26°06'15"W

16.15

N28°05'50"W

40.77

R

=

1

5

7

.2

5

A

=

6

1

.2

5

C

=

6

0

.8

7

N

4

1

°1

4

'3

6

"W

A=

30.66

C=

30.65

N27°42'09"W

N

1

3

°

0

7

'

1

5

"

E

7

.

0

2

4300 3500

9000

13000

3R

D

N

3R

D

N

PROPOSED 22.25M WIDENING

68.33 N58°30'40"E

EXIT

DR

AF

T R

.O

.W

. C

ON

DIT

IO

N T

O B

E D

EV

ELO

PE

D IN

F

IN

AL P

HA

SE

DRAFT R.O.W. CONDITION TO BE DEVELOPED IN PHASE 2

PROPOSED LOCATION OF 2.0m WIDE FUTURE

CONCRETE SIDEWALK TO BE INSTALLED AT THE

TIME OF THE CITY'S ROAD RE-ALIGNMENT

2000

COMMERCIAL ENTRY

200mmØ WATER

200mmØ SAN SEWER

37161

1R

D

N

2500

15.88

AMENITY

AREA (340 m²)

8926

PR

OP

OS

ED

1

5.0

M W

ID

EN

IN

G

9

0

4

6

2R

D

N

FH

EXISTING BUS LOADING AREA TO REMAIN

B

B

A

A

F

F

DC

G

H

100007500

7

6

5

0

6700

DC

27

85

25

39

11

12

A

3

0

0

0

J

6000

7

0

0

0

E

SHEET No.

PROJECT No.

SCALE:

NOTATION SYMBOLS:

INDICATES DRAWING NOTES, LISTED ON EACH

SHEET.

INDICATES ASSEMBLIE TYPE; REFER TO TYPICAL

ASSEMBLIES SCHEDULE.

INDICATES WINDOW TYPE; REFER TO WINDOW

ELEVATIONS AND DETAILS ON A900 SERIES.

INDICATES DOOR TYPE; REFER TO DOOR

SCHEDULE AND DETAILS ON A900 SERIES.

DETAIL NUMBER

DETAIL CROSS REFERENCE PAGE

DETAIL REFERENCE PAGE

00

00

00

000

TITLE00

A000A000 SCALE

DRAWN: CHECKED:

SHEET TITLE:

PROJECT TITLE:

CLIENT:

ARCHITECT:

NORTH ARROW:ARCHITECT SEAL:

IT IS THE RESPONSIBILITY OF THE APPROPRIATE

CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS

ON SITE AND TO REPORT ALL ERRORS AND/OR

OMISSIONS TO THE ARCHITECT.

ALL CONTRACTORS MUST COMPLY WITH ALL

PERTINENT CODES AND BY-LAWS.

THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION

UNTIL SIGNED BY THE ARCHITECT.

DO NOT SCALE DRAWINGS.

COPYRIGHT RESERVED.

REVISIONS:

No. DESCRIPTION DATE

PAPER SIZE: ISO Full Bleed B1 (707.00 X 1000.00 MM)PLOT DATE: Thursday, July 09, 2020 PLOT SCALE: 1:1 PEN STYLE: 0-RLA-MASTER-100%.ctb

SEAL DATE: STAMP DATE

1

Dec 21, 15ISSUED FOR ZONING AMENDMENT

PAPER SIZE: ISO Full Bleed B1 (707.00 X 1000.00 MM)PLOT DATE: Thursday, July 09, 2020 PLOT SCALE: 1:1 PEN STYLE: 0-RLA-MASTER-100%.ctb F:\2018\1807 - Westgate Redevelopment - RioCan\02_Working Drawings\01 Sheets\1807 - Westgate Site Plan 2020 05 05.dwg

SITE PLAN

SEAL DATE: STAMP DATE

WESTGATE

2

1807

1:400

SP-2

RV M.L.

OTTAWA ONTARIO

1309 CARLING AVENUE

D0

7-1

2-1

8-0

17

0

Jan. 09, 19ISSUED FOR COMMUNITY MEETING

# 17818

OVERALL

WESTGATE LANDS

Mar. 22, 19ISSUED FOR SPC ROUND #1 COMMENTS

3

July 18, 19ISSUED FOR SPC ROUND #3 COMMENTS

4

5

Oct. 31, 19ISSUED FOR PUBLIC MEETING

6

May 21, 20GARAGE DRIVE WAY ADJUSTMENT (HONI)

7

July 7, 20REVISED AS PER CITY COMMENTS