g:p63-bronte village mall redevelopmentdrawingsarchrevitqal … planning/sp... · 2021. 1. 15. ·...

LIGHT STANDARD

LIT BOLLARD

13L-3

LANDSCAPE FORMSBIKE RING DETAIL

SOD

CSW

CSW

SOD

SOD

CSW

CSW

CSW

SOD

CSW

SOD

SOD

MICROCLOVER

CSW

REMOVABLE BOLLARD

84.3

6

82.7

6

85.17 84

.95

9

81

84.10

83.9

3

83.73

83.4

1

84.80

84.8

2

84.8

3

84.8

4

85.

07

85.00

84.99 8

5.05

84.9

7

84.

97

84.7

8

84.

81

84.8

7

84.

83

84.8

7

84.

80

85.

07

85.0

6

82.

96

82.9

0

82.74 82.64

84.5

7

84.56

84.73

84.75

84.80

84.83

82.8

6

83.3

9

83.85

82.85

83.9

6

84.9

7

84.9

5 84

.93 8

4.75

82.7

2

85.24

82.7

3

83.93 8

3.82

84.08

82.81

84.9

4

82.99 82.97 83.04

84.03

84.02

83.64

83.50

83.8

0

83.91

83.7

3

83.81

84.44

84.

44

83.54 8

3.59

82.

77

82.9

7

84.

28

82.7

7

82.80 82.92

83.07 83.

01

82.88

82.99 82.85

83.

02 8

3.00

84.38 84

.38

84.83 84.82

84.92

84.44

83.

74

83.77

83.

47

83.79

83.57

83.45

84.0

4

83.4

8

83.50 8

3.61

83.

65

83.82

83.56

84.9

6

85.02

84.95 84.94

84.96

84.00

83.4

8

84.0

1

83.70

82.75

84.

79

84.7

6

82.95

84.59

82.7

1

83.2

2

84.28

84.3

7

83.5

9

83.7

9

83.9

1

83.5

4

83.9

9

84.2

7

83.7

8

83.8

4

83.9

0

84.04

82.86

83.53

84.24

84.19

84.21

84.17

84.16

84.17

84.10

84.06

84.17

84.27

84.30

85.01

83.37

84.29

84.30

84.07

84.02 84.02

83.92

83.83

83.67

83.50

83.1

2

83.31

83.7

5

85.2

1

83.6

5

84.19

84.3

9

84.40

85.

14

85.0

0

84.9

6

4.90

84.6

2

84.1

9

84.01

83.8

4

83.47

82.7

5

84.9

9

84.9

4

84.8

9

84.9

7

84.9

8

85.0

1

85.

12 85.10 85.12

85.1

1

85.1

2

85.1

4

85.08 8

4.89

84.9

4

84.

97

84.9

4

85.

00

84.8

7

84.9

9

85.18

83.0

4

82.

99

82.7

1

83.65

84.2

7

83.65

84.54 84.7

3 84.64

85.06

84.94

84.84 84.87

85.17

84.96

84.87

85.15

84.80

84.91

84.73

84.

72

82.6

7

82.9

4

83.5

0

84.2

4

83.

37 8

3.53

83.6

2 8

3.77

83.8

9

84.29

83.75

83.72

PIN 24760-0001 (LT)

PIN

24 7

6 0-0

129

(LT)

PIN

24 7

6 0-0

128

(LT)

PIN 24760-0127 (LT)

PIN 24760-0125 (LT)

PIN 24760-0201 (LT)

PIN 24760-0199 (LT)

LOT

155

LOT

154

LOT 153

LOT 152

REGISTERED PLAN

85

85

83

83 RETAINING WALL

0.50

DI A

0.30 DIA

0.20 DIA

0.35 DIA

0.25 DIA

0.35 DIA

0.40 DIA

0.40 DIA0.40 DIA

0.20 DIA 0.20 DIA 0.20 DIA 0.15 DIA 0.35 DIA

0.35

DIA

00.35 DIA

0.30DIA

0.60 DIA

0.20 DIA

ROW OF TREES

HEDGE

HEDGE

HEDGE

FB

PAPART 4

PART 5PART 6PLAN

PLAN 20R-5306PART 1

No. 24411 STOREY BRICK

COMMERCIAL BUILDING

N37°33'10"E 59.74

N37°08'30"E

N37°49'10"E20.06

N36°44'40"E

N38°04'40"E5.18

N62°57'00"W

82.91

18.38

N52

°47'

50"W

19.0

5

N5 2

°37'

3 0" W

5 0.4

4

N37°55'00"E21.57

STM

MH

STM

MH

CB#7

CB#4

CB#6

CB#5

CB

CB

CB

CB

CB

CB#14

CB#12

SAN MH SAN MH

SAN MH

SAN MH#10

H

H

TP

PED

PED

TMH

TJB

TJB ON CONC PAD

MH

MH#15

MH#1

1

LS

LS

LS

LS LS HP

LS LS

LS LS

LS

LS

LS

LS

LS

LS

HMH

GM GM

GM

MW

MW

MW MWFIBRE OPTICCHAMBER

CO

NC

RETE W

ALK

CO

NC

RETE W

ALK

CO

NC

RET

E W

A LK

CO

NC

RET

E W

ALK

CO

NC

RET

E W

ALK

C/L OF ROAD

C/L OF ROADC/L O

F RO

AD

C/L O

F RO

AD

INTERLOCKSTONES

11 P

ARK I

NG

SPA

CE S

11 P

ARK I

NG

SPA

CE S

9PA

RK I

NG

S PAC

ES

6 PARKING SPACES

CURB

CURB

CURB

CURB

CURB

CU

RB

CURBCURB

CURB CURB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CU

RB

CURB CUT

CURB CUT

CURB CUTCURB CUTCURB CUT

CURB CUT

CURB CUT

CURBCUT

CU

RB C

UT

CU

RB C

UT

ASPHALT EDGE

SIGN

SIG

N

SIGN

PARKING CURB

B

BOL BOL BOL BOL

BO

L B

OL

BOL BOL

METALFENCE

CH

AIN

L IN

KFE

NC

E

CH

AIN

LIN

KF E

NC

EC

HA I

N L

INK

F EN

CE

OVE

RH

ANG

TTC Friendly Bus

TTC Friendly Bus

WB-17.5

WB-17.5, Mack-53ft Trailer

TAC P Car

TAC P Car

Halton Region Garbage, Yr 2008-2014

WB-17.5, Mack-53ft Trailer SU - Single Unit Truck, zero correction

SU - Single Unit Truck, zero correction



SU - Single Unit Truck, zero correctionTTC Friendly Bus

TTC Friendly Bus

WB-17.5

WB-17.5, Mack-53ft Trailer

TAC P Car

TAC P Car

Halton Region Garbage, Yr 2008-2014

WB-17.5, Mack-53ft Trailer SU - Single Unit Truck, zero correction





Patio

Patio

PatioPatioPatio

Patio

Patio

Patio

Patio

Patio

Patio

Patio

Patio

Patio

Patio Patio Patio Patio PatioPatio

Patio Patio Patio Patio

Patio Patio Patio

Patio

AIR INTAKE16 sm

AIR INTAKE16 sm

OU

TDO

OR

TERR

ACE

9 1010

2

BLOCK 1B

O1 ZONE

O1 ZONE

LAKESHORE ROAD WEST

SOVEREIGN STREET

BRONTE RO

AD

EXISTINGCAR PARK

EXISTING 1STOREY

BUILDINGEXISTING GAS

STATION

MARKET SQUARE

PROPOSEDNEW

DRIVEWAYACCESS

CENTRAL DRIVEWAY

DROP OFF

DROP OFF

COURTYARD(330 SM)

MECHANICAL ROOFH= 39.08 M

BUILDING 'B' RESIDENTIALPRIMARY ENTRANCE AT GRADE

BUILDING 'A' RESIDENTIALPRIMARY ENTRANCE AT GRADE

FIRE EXITAT GRADE

FIRE EXITAT GRADE

FIRE EXITAT GRADE

DASHED LINEINDICATES

BUILDING ATGROUNDFLOOR

DASHED LINEINDICATES BUILDINGAT GROUND FLOOR

FIRE EXITAT GRADE

FIRE EXITAT GRADE

LOADINGENTRANCEAT GRADE

VEHICULAR ENTRANCE TOUNDERGROUND PARKINGGARAGE AT GRADE

RETAILENTRANCE

FIRE EXITAT GRADE

TERRACE AT LEVEL 5 H= 14.63 M


TERRACE AT LEVEL 5 H=14.63 M

TERRACE AT LEVEL5 H= 14.18 M




ROOF AT LEVEL 14 H= 45.63 M

ROOF AT STAIROVERRUN H=39.08M

ROOF AT LEVEL 10H= 33.08M

GROUND FLOOR FFE = 84.5 MAVERAGE GRADE =84.17 MOVERALL HEIGHT=33.08 M

MECH. ROOFH = 51.63 M

AIR EXHAUST16 sm

FIRE EXITAT GRADE

PROPOSED DEVELOPMENT-SITE PLAN APPLICATION - WEST

BUILDING 'B'

BUILDING 'A'

FIRE EXITAT GRADE NEW 10 STOREY

RESIDENTIAL BUILDING

NEW 14 STOREYRESIDENTIAL BUILDING

GROUND FLOOR FFE = 84.8MAVERAGE GRADE = 84.17 MOVERALL HEIGHT =45.63 M

ROOF AT STAIROVERRUN H=18.33M

T

T

TRANSFORMERS

EXTENTOF ROOFCANOPY

ROOFACCESSHATCH

ROOFACCESSHATCH

TYPE

-G L

OAD

ING

SPAC

E (1

3m x

4m

x6.

1m h

eigh

t)

EXTENT OF CANOPY AT FLOOR 3 LEVEL

98.80 TOFR129.80 TOFR

129.80 TOFR

117.25TOFR

98.80TOFR

89.05TOFR

117.25TOFR

107.65TOFR

98.35TOFR

92.45TOFR

4453 13675

FIRE EXITAT GRADE

FIRE EXITAT GRADE

3350

9150

2300

017

756

2475

1525

2475

4000

1525

3994

119

544

4000

9150

3350

10696

23050

BLOCK 2BLOCK 1A

BLOCK 1B

O1 ZONE

PRO

PER

TY L

INE

50.4

4N

52°3

7′30″W

PROPERTY LINEN36°44′40″E

18.38

PRO

PER

TY L

INE

19.0

5N

52°4

7′50″W

PROPERTY LINE5.18

N38°04′40″EPROPERTY LINE

N52°33′40″W3.05PROPERTY LINE

N37°33′10″E

PROPERTY LINE

N62°57′00″W


20.06


FIRE EXITAT GRADE

ADAD

ADC B

C BC B

ADC B

ADC B

2.0%

0.8%

4.0%

1.0%

5.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.5%

1.7%

1.0%1.0% 1.0%

3.0%

3.0%

3.0%

1.0%

2.5%

1.0%

2.3%

1.6%

2.0%

135.80 TOFR


92.45TOFR

98.35TOFR98.35TOFR


102.5 TOFR

EXISITNG FIREHYDRANT

WATER SERVICE

WATER SERVICE

EXISTING MANHOLE

PROPOSED MANHOLE

EXISTING MANHOLE

SANITARY SERVICESTORM SERVICE

SANITARY SERVICE

GAS METERROOM

EXISITNG FIREHYDRANT

STORM SERVICE

123.25TOFR

120.35TOFR

FIRE AC

CESS R

OU

TE

(12M RADIUS)

(12M RADIUS)

EXISTING CURB

EXISTING

CU

RB

EXISTING

CU

RB

EXISTING

CU

RB

EXISTING CURB

(12M RADIUS)

FIRE ACCESS ROUTE

EXISTING SIDEWALK

EXISTING

SIDEW

ALK

EXISTING

SIDEW

ALK

EXISTING SIDEWALK

RETAILENTRANCE

PROPOSEDFIRE HYDRANT

38762

SIAMESE CONNECTION

SIAMESECONNECTION

24526

117.25TOFR

2.0%

2.0%

2.0%

1.2%

1.5%

1.5%

3.0%

3.0%

3.0%

3.8% 3.8%

3.8%

5.0% 2.0%2.0%

2.5% 2.5% 1.8%

8.0%

1.8%

1.8%

4.0%

3.0%

3.0%

ADC B

ADC B

ADC B

ADC B

ADC B

ADC B

ADC B

ADC B

83.56

83.50 83.30 83.40 83.55 83.65 B/C83.80T/C

83.75 B/C83.90T/C

82.83T/C

82.98B/C

87.80T/C

82.74B/C

82.00T/C

82.82B/C

83.05T/C

82.90B/C83.20T/C

83.05B/C

84.00

84.00

84.00

84.45

84.45

84.5085.50

85.05 T/C84.90 B/C

85.15

85.50

85.00

85.07 B/C85.22 T/C

85.00 B/C85.15 T/C

85.14 B/C85.30 T/C

84.50 84.30

84.50

84.4084.20

84.40

84.45

84.40

84.45

84.50

84.35

84.50

84.4084.39

84.27

84.3084.25

84.40

84.20

84.3584.15

84.20

84.0084.00

84.35

84.25

84.45

84.45

84.10

84.04

84.00

84.20

84.10

84.0084.15

83.9083.90 83.95

83.85

83.77

84.00

84.29

84.45

84.55

84.95

85.40

84.75 84.80

84.20 84.35

84.40

83.65B/C 83.80 T/C

83.65B/C

83.35B/C83.50 T/C

84.75

84.55

84.50

84.40

84.30

84.45

84.90

84.75

84.7084.75

83.73 83.81

84.30

84.15

84.25

84.45

84.40

83.75

83.85

83.50 BC84.00T/C

83.93 B/C84.00T/C

83.82

82.94

84.60

84.20

84.04

TYPE A

TYPE A

TYPE B

5 BIKE RINGS

5 BIKE RINGS

5 BIKE RINGS

NEWPARKINGSPACE

NEWCURB

5 BIKE RINGS

EXISTING LS TO BERELOCATED

EXISTING LS TO BERELOCATED

PRIMARY BUILDING ENTRANCE

BUILDING ENTRANCE(SECONDARY)

BUILDING EXIT

PARKING ENTRANCE

LOADING ENTRANCE

PROPOSED GRADE

BARRIER FREETURNING RADIUS(1500mm, 1600mm or1670mm diameter as noted)

LEGEND:

00.00 TOFR

00.00

TOP OF FINISHED ROOF

EXISTING GRADE00.00

EXISTING FIRE HYDRANT

EXISTING LIGHT STANDARD

FIRE ACCESS ROUTE

BIKE RING

PROPOSED LIGHT STANDARD

PROPOSED LIGHT SCONCE

PROPOSED RECESSED LIGHT

PROPOSED BOLLARD

BARRIER FREE

PROPOSED REMOVABLE BOLLARD

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.

for

2017

-08-

08 5

:30:

55 P

M

C:\R

evit

Proj

ects

\QA

L_A

R_P

AR

KIN

G_1

6063

_Bro

nte

Villa

ge_R

2015

_cqi

an.rv

t

BRONTE VILLAGE MALLREDEVELOPMENT2441 Lakeshore Road WestOakville, Ontario

Site Plan

Prince Developments

16063 TN/CQ/AA

A101.S.W.

AA1 : 300

A101.S.W. SCALE: 1 : 300SPA WEST - SITE PLAN1

Date No. Description

2017-08-03 SITE PLAN APPLICATION

SURVEY LEGEND

2017-08-08T20:21:12-0400Leslie M. Klein

g:p63-bronte village mall redevelopmentdrawingsarchrevitqal … planning/sp... · 2021. 1. 15. ·...

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