Transportation Study 410 Bathurst St from BA Group

BA Consulting Group Ltd. MOVEMENT 300 45 St. Clair Ave. W TEL 416 961 7110 IN URBAN Toronto ON M4V 1K9 EMAIL [email protected] ENVIRONMENTS BAGROUP.C P:\69\11\15\Report\2014 Feb Update\410 Bathurst 2014 feb 26 transportation update.docx

February 26, 2014 Jordan Robins Vice President, Development RioCan Management Inc. 2300 Yonge Street, Suite 500 Toronto, ON M4P 1E4 RE: 410-446 Bathurst Street

Review of Updated Development Proposal

Dear Jordan:

Introduction This memo summarizes the results of our review of the proposed change to the proposed commercial development (the Project) located at 410-446 Bathurst Street in Toronto. BA Group reviewed the transportation issues related to the previous development application and summarized our review in a report entitled 410-446 Bathurst Street, Proposed Commercial Development, Urban Transportation Considerations issued in December, 2011 and updated in May 2012. From a transportation perspective, three changes to the previous development application are contemplated:

a conversion of the upper two floors of the Project from a Walmart (or other large user occupying both floors) to a single floor retailer (possibly a grocery store) and two levels of office space;

a reduction in the proposed parking supply from 319 spaces to 295 spaces; introduction of a pedestrian connection at the south end of the Project connecting Bathurst Street

and the public lane; and a reconfiguration of the proposed loading dock in which the higher-volume docks (serving the

grocery use) are moved east away from the laneway on the west side of the Project. The following table summarizes the changes in land use and loading between the previous and current proposal. For the purposes of our analysis, we have conservatively assumed that the second floor retail use will be a grocery store.

MOVEMENT IN URBAN ENVIRONMENTS BAGROUP.COM

2

TABLE 1 DEVELOPMENT SUMMARY

Project Component Previous Development Application Current Development Application 1

Use Walmart 8,400 m2 At-grade retail 2,700 m2

Grocery 4,249 m2 At-grade retail 2,373 m2

Office 6,502 m2

Parking 319 Spaces on three levels 295 Spaces on three levels

Loading 3 Type A Loading Spaces 1 Compactor / Type B Space

3 Type A Loading Spaces 1 Compactor / Type B Space Below-grade courier parking

Pedestrian Access to Laneway None Provided Pedestrian Connection provided along south limit of Project

connecting Bathurst Street and public lane.

Notes: 1. Areas include ground floor galleria space.

Pedestrian Access A pedestrian access has been introduced along the south limit of the Project to provide public pedestrian access between Bathurst Street and the laneway running along the west limit of the site. This connection necessitates shifting the proposed driveway and loading area approximately 2 metres north. We have reviewed the revised driveway location and confirm it is appropriate.

Loading and Servicing ZONING BY-LAW RQUIREMENTS

Zoning By-law requirements for the current development application are set-out in the following tables:

TABLE 2 ZONING BY-LAW 438-86 (OUTSIDE OF THE DOWNTOWN PARKING AND LOADING ZONE)

Use Size (m2) Type A Type B Type C Total

Retail & Grocery 6,622 0 2 0 2

Office 6,502 0 0 0 0

Total 13,124 0 2 0 2 The Citys previous Zoning By-Law (438-86) requires 2 Type B Loading spaces to serve the revised proposal.


3

TABLE 3 ZONING BY-LAW 569-2013

Use Size (m2) Type A Type B Type C Total

Retail 2,373 0 2 0 2

Grocery 4,249 1 1 0 2

Office 6,502 0 2 2 4

Total 13.124 1 3 2 6

Notes: 1. Includes sharing of loading spaces as permitted by Zoning By-law 569-2013.

Application of the rates and sharing permissions in the new General Zoning By-Law requires 1 Type A, 3 Type B, and 2 Type C loading space.

PROPOSED LOADING AREA

The proposed loading area will be in the same general location as in the previous application. The loading spaces have been re-arranged with the busier, grocery docks located at the centre of the dock and the Type B / compactor loading space located at the west end of the dock. The loading area will consist of three Type A loading spaces and one compactor / Type B loading space. In addition, a courier parking area will be introduced to the P1 level of the parking garage to provide supplementary loading for the office use. This will be designed to accommodate cars, trucks, and mini-vans that make up a large proportion of deliveries to office uses and will be located outside of the proposed parking control. The proposed loading supply will consist of three Type A spaces, 1 Type B space, and 3 courier parking spaces. This meets the requirements of both by-laws with respect to large (A/B) loading spaces and the 3 parking spaces for office couriers, together with the loading at-grade, will meet the practical requirements for smaller deliveries. We have reviewed the proposed supply of loading and confirm it is adequate to serve the current development application. Turning maneuver diagrams illustrating access to the proposed loading spaces are appended for reference.


4

Vehicular Parking Zoning By-law Parking requirements for the revised proposals are set-out in the following tables:

TABLE 4 ZONING BY-LAW 438-86 (OUTSIDE OF THE DOWNTOWN PARKING AND LOADING ZONE)

Use Size m2 1 Minimum Rate Minimum Requirement

Retail 2,136 - 0

Grocery 3,824 1 per 28m2 Selling Space 137

Office 5,852 1 per 93m2 of Rentable

Space 63

Total 200 1. Areas have been reduced by 10% to reflect an approximation of selling space and rentable space.

The project is not located in either the Downtown area or on an Avenue in the Citys Official Plan. However, a review of Zoning By-law 569-2013 showed that the west side of Bathurst Street in this area is treated as part of Planning Area 4.

TABLE 5 ZONING BY-LAW 569-2013 PLANNING AREA 4

Use Size m2 1 Minimum-Maximum

Rate

Requirement AM 2 PM 2 Evening 2

Retail 2,136 1.0-4.0

spaces per 100m2 GFA

21-85 4-85 (20%)

21-85 (100%)

21-85 (100%)

Grocery 3,824 1.0-4.5


38-172 8-172 (20%)

38-172 (100%)

38-172 (100%)

Office 5,852 1.0-2.0


58-117 58-117 (100%)

35-117 (60%)

0-117 (0%)

Total 117-380 70-380 94-380 59-380 1. Areas have been reduced by 10% to reflect an approximation of exclusions permitted by Zoning by-law 569-2013. 2. Bracketed percentages reflect reduction in minimum parking requirements as permitted by Zoning by-law 569-2013.

Zoning By-law 438-86 requires a minimum of 200 vehicular parking spaces. Zoning By-law 569-2013 requires between 94 and 380 parking spaces.


5

PROPOSED PARKING FACILTIIES

A total of 295 parking spaces are proposed for the Project. This is similar to the previous proposal, which included 319 parking spaces, and meets the requirements of both Zoning By-laws.

Traffic Operations Our previous report estimated traffic generation for the Project on the following basis:

estimating peak daily parking demand associated with the retail uses on the basis of the floor areas of the retail use;

estimating peak period trip generation for the retail uses on the basis of its peak daily parking demand; and

for weekday peak periods estimating general commercial traffic for the balance of the parking that is not occupied by retail parkers.

The following table sets-out our revised peak period trip generation estimate for the Project. Parking demand and trip generation rates have been maintained from our previous report. The addition of office uses will not change assumptions with regard to trip generation, as the trip generation rates associated with office uses in urban areas are similar to the rates associated with public parking.


6

TABLE 6 TRIP GENERATION ESTIMATE

Land Use GFA

Parking Demand (spaces per 100 square

metres) Inbound Outbound Two-Way

GFA Rate Demand Rate Trips Rate Trips Rate Trips

Weekday Morning Peak Period

Retail / Grocery 6,622 1.20 79 0.35 30 0.20 15 0.55 45

Public Parking 189 0.30 55 0.05 10 0.35 65

Total 90% 268 85 25 110

Weekday Afternoon Peak Period

Retail / Grocery 6,622 1.20 79 0.90 70 0.90 70 1.80 140

Public Parking 189 0.20 40 0.35 65 0.55 105

Total 90% 268 110 135 245

Pass-by Trips (25% or retail and supermarket trips) 15 15 30

Primary Trips 95 120 215

Saturday Afternoon Peak Period

Retail / Grocery 6,622 1.50 99 1.0 100 1.0 100 2.0 200

Public Parking 0 [N/A] 0 [N/A] 0 [N/A] 0

Total 99 100 100 200

Pass-by Trips (20% or retail and supermarket trips) 20 20 40

Primary Trips 80 100 160 Notes: 1. All trips rounded to the nearest 5 vehicles per hour.

A comparison of the current versus previous trip generation estimates for the Project is set-out in the following table.


7

TABLE 7 TRIP GENERATION COMPARISON (TWO-WAY TRIPS)

Current Proposal Previous Proposal

Weekday Morning Peak Period 110 Total 130 Total

Weekday Afternoon Peak Period 245 Total 215 Primary 340 Total

270 Primary

Saturday Afternoon Peak Period 200 Total 160 primary 360 Total

290 Primary

As shown in Table 7, the revised proposal will decrease the estimated trip generation associated with the Project by between 20 and 160 trips per hour. This change is due to the decrease in retail area, which generates traffic at higher rates than public parking / office uses. The impacts described in our previous report would decrease with the proposed changes. The proposed site access opposite Nassau Street would operate well during peak periods.

Conclusions

The proposed supply of 3 Type A, 1 Type B, and 3 courier parking spaces will meet the loading and servicing requirements of the Project.

The proposed layout of the loading area is appropriate and will meet the needs of the Project. The proposed parking supply of 295 spaces will meet the needs of the Project. The changes in the proposal will decrease the anticipated trip generation associated with the Project

by between 20 and 160 trips per hour, depending on the time period. The overall impacts of the Project will therefore be less than what was described in our previous reports.

The proposed site driveway opposite Nassau Street will operate well and will provide suitable access to the Project. The proposed shift in the location of the site driveway to accommodate a pedestrian connection between Bathurst Street and the public lane will not create operational issues.

I trust the foregoing is satisfactory. If you have any questions or comments please feel free to call. Sincerely, BA Consulting Group Ltd. Steve Krossey, P.Eng, PTOE Associate


APPENDIX A: Architectural Plans

DN UPDN

1,811 S.F.FFE = 104.10

OFFICEGALLERIA

B

A

T

H

U

R

S

T

S

T

R

E

E

T

EXISTINGSIGNALIZEDENTRANCE

(

3

3

3

'

-

3

"

)

1

0

1

5

8

7

( 52' - 0" )

1,887 S.F.FFE = 103.65

RETAIL CLOADING

2

6

6

1

1

2

0

0

0

2

0

0

0

( 49' - 0" )( 21' - 4" ) ( 5' - 4" )

( 46' - 8" )14946 6500 1621 14220

15841

LINE OF LEVELS2 & 3 ABOVE

5

4

1

S

.

F

.

S

H

A

R

E

D

L

O

A

D

I

N

G

RETAIL CELEVATORS

SHAREDCORRIDOR

4,684 S.F.FFE = 103.90

RETAIL B.1

4,363 S.F.FFE = 103.90

RETAIL B.2

1,776 S.F.FFE = 103.75

RETAIL B.3

1,542 S.F.FFE = 103.75

RETAIL B.4

1,204 S.F.FFE = 103.65

RETAIL B.5

1,132 S.F.FFE = 103.65

RETAIL B.6

1,017 S.F.FFE = 103.65

RETAIL B.7

COVEREDBICYCLE PARKING

(SPACEPOD)20 SPACES

ENTRYWAYMAX 5% SLOPE

ENTRYWAYMAX 5% SLOPE

1,356 S.F.

RETAIL CGALLERIA

2,052 S.F.

E

X

I

S

T

I

N

G

L

A

N

E

W

A

Y

5517

AA

BB

CC

DD

EE

FF

GG

HH

II

JJ

KK

LL

MM

NN

OO

1 2

3

3 4 5 6x

4x 5x

( 2' - 2" )2432

EXTE

NT

OF

ACO

USTI

CAL

WAL

L20

052

3000

6000

( 7' - 4" )2228

6036 4709 4202

8225

8090

2500

22341 ( 73' - 4" )

3000

3A1-81.5

3A1-81.5

1A1-81.5

2A1-81.5

2A1-81.5

2A1-81.5

1x

1

A3-25.0

2

A3-25.0

RAM

P D

OW

N

TOU/

G

PAR

KIN

G

1 9.

68%

RAM

P D

N5%

LOAD

ING

"TY

PE

A"

2228 2666

2228 2662

2606

FFE = 104.10

C

O

L

L

E

G

E

P

L

A

C

E

L

A

N

E

PRO

P.W

ALL

5.00

%2.

00

%

2.00

%

2.00

%

2.00

%

3315

3298

1866

3643

3655

2137

5009

5500

5500

2031

5514

SHAREDCORRIDOR

627 S.F.

2500

RET

RAC

TABL

E G

ATE

APPR

OXI

MAT

E EX

TEN

T O

F

5A1-81.5

RETRACTABLE GATE OPENEDBY BUILDING STAFF

LOADING HOURS: 7 a.m. - 4 p.m.

NOTE: MINIMUM 6RETAIL/COMMERCIALUNITS AT GRADE, NOT

ASSOCIATED WITHRETAIL ABOVE

2x

MOUNTABLECURB

5500

3250

3250

2000

6000

1307

4

1200

0

2500

12.0 m x 2.5mRELOCATED

TTC STOP

PROPERTY LINEAFTER LANEWAY

WIDENING

3680

3779

CL

CL

CL

3804

CL

CENTRELINE OFEXISTINGLANEWAY

SIAMESECONNECTION

1130

1130

LINE OF ELEVATORSABOVE

3315

2476

5

1105

10' -

0"11' - 6"

16' - 0" 10' -

0"

RING AND POSTBICYCLE RACK(2 SPACES)

5A1-81.5


5A1-81.5


5A1-81.5


5A1-81.5


5A1-81.5


INTAKEVENT AREA

INTAKEVENT AREA

EXHAUSTVENT AREA

EXHAUSTVENT AREA

(VERTICAL VENT)(22 S.F.)

LINE OFLEVEL 2 ABOVE

5A1-81.5


6A1-81.5

( 4' - 0" )1219

8496

( 27'

-

11"

)

14 TOTAL RING ANDPOST BICYCLE

PARKING

LAN

DS

TO

BE

CON

VEYE

D

TO

THE

CITY

OF

TOR

ON

TO

FOR

PUBL

IC

LAN

E PU

POSE

S

7863

6863

6863

1243

313

492

2600

112

033

7393

( 24'

-

3"

)( 2

5'

-

10"

)( 2

2'

-

6"

)( 2

2'

-

6"

)( 4

0'

-

10"

)( 4

4'

-

3"

)( 8

5'

-

4"

)( 3

9'

-

6"

)

( 118' - 8" )36179

(FIR

E AC

CESS

RO

UTE)

FIRE ALARM ANNUNCIATORLOCATED IN GROUNDFLOOR GALLERIA

6

4800

DASHED LINE DENOTESEXTENT OF 4.8mSETBACK

TRUCK MOVEMENTS TO BEREVIEWD WITH BA GROUP.

4890

3252

3658

5274

17' -

4"12

' -

0"10

' -

8"

( 51' - 7" ) ( 46' - 2" ) ( 21' - 0" )15719 14063 6396

OFFICEELEVATORS

LOAD

ING

"TY

PE

A"

9,827 S.F.RETAIL A

965

3001512

DASHED LINE DENOTESEXTENT OF BUILDING ABOVE

3A1-81.14

A1-81.1

1500

TEXTURED CONCRETE WALKWAY

DECORATIVE FENCE

COLONNADECOLUMN LOCATION

3A1-81.5

3A1-81.5

3A1-81.5

LOAD

ING

"TY

PE

B"

RECYCLINGROOM

104 S.F.(INC. IN SHARED

LOADING)

CONTINUOUS 4.8m WIDE SIDEWALK



2228

1078

1078

COVEREDBICYCLE PARKING

(SPACEPOD)17 SPACES

287 10394

2000

2350

LOAD

ING

"TY

PE

A"87 CARS

RAM

P D

OW

N

TOU/

G

PAR

KIN

G

2 8.

33%

AA

BB

CC

DD

EE

FF

GG

HH

II

JJ

KK

LL

MM

NN

OO

1 2

3

3 4 5

6x

6x

4x 5x

3720

9000

9000

9000

9000

9000

9000

8850

9000

9000

9000

9000

1017

556

00

4638 9000 9000 9000 4291 1809

9746 5000 9900 9000 3391

6000

6470

3550

080

078

00

2946 6000 5600 200 6500 200 3095 2505 6000 5600

5600 6000 17200 8030

1x

300mm x 900mmCOLUMN TYP.

RAM

P UP

5%

RAM

P UP

TO

GR

ADE

9.

68%

RAM

P D

N5%

M/E ROOM

1

A3-25.0

2

A3-25.0

2x

3000

6003000

TYP.

6700

3000

6003000

9000

3803

20

4500

6245

2140

400

380

380300

4500

6000

9000

545

600

400

5000

1200018000

600

9000

TICKETDISPENSER

OUTBOUNDPARKINGCONTROL

809 5600 6000 17200 6000 2030

4 PARALLEL SPACESN.I.C. IN TOTAL

3500

1350

VESTIBULE

INTAKEVENT AREA

INTAKEVENT AREA

EXHAUSTVENT AREA

EXHAUSTVENT AREA

OCCUPANTBICYCLE PARKING

(27 SPACES)

6

6

6000

4452

5274

17' -

4"

GALLERIA

600

600

600

2500

COURIERPARKING

(3 SPACES)

N

O

6x5x 6

1500

ACCESS PORTAL RETURN

LINE OF BUILDING ABOVE

TEXTURED CONCRETEPEDESTRIAN WALKWAY

600mm X 800mm COLUMNSIZE TO BE CONFIRMED

DECORATIVE FENCE

COVERED BICYLCLEPARKING.

N

O

1x

BUILDING PEIR

LINE OFBUILDING ABOVE

600mm X 800mm COLUMNSIZE TO BE CONFIRMED 20

001500

DECORATIVEFENCE

TEXTURED CONCRETEPEDESTRIAN WALKWAY

3A1-81.5

LICENCE

ARCHITECTS

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ONT

ORA OFA

N

CI

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RUSSELL L FLEISCHER

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PROJECT

DWG. TITLE

PROJECT NO.

DRAWN BY

CHECKED BY

DATE

SCALE

DRAWING NUMBER:

FILE NAME:

PLOT SCALE: 1:1

TORONTO ONTARIO

NB

RF

/YY[KJ8K\OYOUT*GZK4U (_

1:500

TRUE

NORT

H

F:\proj\10486\10486-15.REVIT\10486-A1-81-SPA.rvt

A1-81.1

420 BATHURST STREET

SITE PLAN & U/GPARKING

10.486 OCTOBER 2011

1 : 200SITE PLAN

1

1 : 200U/G PARKING 1

2

1 16/06/2011 ISSUED FOR PPR RD

2 06/09/2011 ISSUED FOR PPR NB

3 08/09/2011 ISSUED FOR REVIEW NB




7 31/10/2011 ISSUED FOR CO-ORDINATION NB


NOTE: ALL PARKING SPACES MEETREQUREMENTS AS SET OUT IN CITY OFTORONTO PARKING SPACE DIMENSIONZONING BYLAW.




12 26/04/2012 ISSUED FOR CO-ORDINATION DH






18 03/08/2012 ISSUED FOR SPA NB



21 12/09/2012 ISSUED FOR REVIEW TB


23 15/02/2013 ISSUED FOR REVIEW JK

SITE AREA 1.22 ACRES

TOTAL RETAIL A AREA 9,827 S.F.TOTAL RETAIL B AREA 15,718 S.F.

TOTAL BUILDING AREA 141,267 S.F.

GROUND FLOOR AREACOVERAGE

RETAIL C AREA 44,375 S.F.

TOTAL SHARED LOADING + SHAREDCORRIDOR AREA

RETAIL STORE CLOADING AREA

1,887 S.F.

PARKING PROVIDED(3 LEVELS OF U/G PARKING)

PARKING REQUIRED (RETAIL)(RETAIL AREA 4,123 S.M.)

0.50 HA.

913 S.M.

126 S.M.

299 S.M.

4,123 S.M.

175 S.M.

OCCUPANT BICYCLE PARKING PROVIDED

OCCUPANT BICYCLE PARKING REQUIRED(PER TORONTO GREEN STANDARD)

27 SPACES

26 SPACES

13,124 S.M.

STATISTICS

RETAIL C GALLERIA AREA

LOW HEAD ROOM AREA 3,800 S.F.

874 S.F. 73 S.M.

F.S.I 2.90

NET SITE AREA(N.I.C. LANEWAY WIDENING)

1.17 ACRES 0.48 HA.

TOTAL NON-RESIDENTIALGROSS FLOOR AREA

147,270 S.F. 13,682 S.M.

SITE AREA

TOTAL RETAIL A AREATOTAL RETAIL B AREA

34,698 S.F.

TOTAL RETAIL C AREA1,356 S.F.


3,220 S.F.


1,460 S.M.

3,224 S.M.68.08 %

148 CARS1/28 S.M.

STATISTICS

TOTAL VERTICAL CIRCULATION AREA


295 CARS

22 S.F. 2 S.M.INTERIOR VERTICAL VENT AREA

VISITOR BICYCLE PARKING PROVIDED

VISITOR BICYCLE PARKING REQUIRED(PER TORONTO GREEN STANDARD)

37 SPACES

33 SPACES





45,731 S.F. 4,249 S.M.6,334 S.M.OFFICE LEVEL 1+2 AREA 68,180 S.F.

168 S.M.OFFICE GALLERIA AREA 1,811 S.F.6,502 S.M.TOTAL OFFICE AREA 69,991 S.F.

PARKING REQUIRED (OFFICE)(OFFICE AREA 6,334 S.M.)

68 CARS1/93 S.M.




1 : 100EAST PEDESTRIAN ACCESS DETAIL

3

1 : 100WEST PEDESTRIAN ACCES DETAIL

4

30 05/02/2014 ISSUED FOR SETTLEMENT OFFER NB



UP UP

44,375 S.F.RETAIL C

FREIGHTELEVATORS

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

1 2

3

3 4 5

6x

6x

4x 5x

672

1x

1

A3-25.0

37046 ( 121' - 7" )

7500

18595500

2x

4638 9000 9000 9000 4291 1809

3720

9000

9000

9000

9000

9000

9000

8850

9000

9000

9000

9000

1017

556

00


9746 5000 9900 9000 3391

1185

45( 3

88' -

11"

)

35938 ( 117' - 11" )

4384

711

090

5686

667

43

6

6

RETAIL CELEVATORS

OFFICEELEVATORS

LINE OF BUILDING BELOW

LOADING SCREEN WALL BELOW

LOW HEADROOM AREA(2,500 S.F.)

39,282 S.F.OFFICE LEVEL 1

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

1 2

3

3 4 5

6x

6x

4x 5x

1185

45( 3

88' -

11"

)

672

672

1x

1

A3-25.0

LOW HEADROOM AREA

1,300 S.F.

30700

32009

5493

763

609

( 101' - 5" )

( 105' - 0" )

2x

4638 9000 9000 9000 4291

3720

9000

9000

9000

9000

9000

9000

8850

9000

9000

9000

9000

1017

556

00

9746 5000 9900 9000 3391


6

6

OFFICEELEVATORS

1000

1000

1000

DASHED LINE DENOTESEXTENT OF MALE/FEMALE,SHOWER/CHANGE FACILITIES.( 700 S.F.)

LICENCE

ARCHITECTS

S

ONT

ORA OFA

N

CI

IOTAOS

RUSSELL L FLEISCHER

5004

]OZNZNK]UXQ










PROJECT

DWG. TITLE

PROJECT NO.

DRAWN BY

CHECKED BY

DATE

SCALE

DRAWING NUMBER:

FILE NAME:

PLOT SCALE: 1:1

TORONTO ONTARIO

NB

RF


1:500

TRUE

NORT

H


A1-81.2

420 BATHURST STREET

LEVEL 2 &LEVEL 3

10.486 OCTOBER 2011

1 : 200LEVEL 2

1 1 : 200LEVEL 3

2






























1,887 S.F.



0.50 HA.

913 S.M.

126 S.M.

299 S.M.

4,123 S.M.

175 S.M.



27 SPACES

26 SPACES

13,124 S.M.

STATISTICS



874 S.F. 73 S.M.

F.S.I 2.90


1.17 ACRES 0.48 HA.


147,270 S.F. 13,682 S.M.

SITE AREA


34,698 S.F.



3,220 S.F.


1,460 S.M.

3,224 S.M.68.08 %

148 CARS1/28 S.M.

STATISTICS



295 CARS




37 SPACES

33 SPACES








68 CARS1/93 S.M.







UPDN UP

AA

BB

CC

DD

EE

FF

GG

HH

II

JJ

KK

LL

MM

NN

OO

1 2

3

3 4 5

6x

6x

4x 5x

3720

9000

9000

9000

9000

9000

9000

8850

9000

9000

9000

9000

1017

556

00

4638 9000 9000 9000 4291

9746 14900 9000 3391

1x

1

A3-25.0

2

A3-25.0

108 CARS

RAM

P D

OW

N

TOU/

G

PAR

KIN

G

3 8.

33%

3900

060

00

2946 6000 5600 200 6500 200 17200

5600 6000 5600TYP.5600 14030

TYP.

450

TYP.

2600

TYP.

2600

MIN

.

300


RAM

P UP

5%

RAM

P UP

TO

U/G

PAR

KIN

G

1 8.

33%

RAM

P D

N5%

M/E ROOM

2x

TYP.

6700

4 PARALLEL SPACESN.I.C. IN TOTAL

VESTIBULE

GALLERIA

6

6

AA

BB

CC

DD

EE

FF

GG

HH

II

JJ

KK

LL

MM

NN

OO

1 2

3

3 4 5

6x

6x

4x 5x

3720

9000

9000

9000

9000

9000

9000

8850

9000

9000

9000

9000

1017

556

00

4638 9000 9000 9000 4291

9746 5000 9900 9000 3391

1x

1

A3-25.0

2

A3-25.0

100 CARS

6000

6470

3900

060

0045

163

6500 200 17200

5600 6000 5600TYP.5600 6000 6000 2030

TYP.

450

TYP.

2600

TYP.

2600

MIN

.

300


RAM

P UP

5%

RAM

P UP

TO

U/G

PAR

KIN

G

2 8.

33%

M/E ROOM

M/E ROOM

2x 6

6

6000

5274

( 17'

-

4"

)

VESTIBULE

GALLERIA

LICENCE

ARCHITECTS

S

ONT

ORA OFA

N

CI

IOTAOS

RUSSELL L FLEISCHER

5004

]OZNZNK]UXQ










PROJECT

DWG. TITLE

PROJECT NO.

DRAWN BY

CHECKED BY

DATE

SCALE

DRAWING NUMBER:

FILE NAME:

PLOT SCALE: 1:1

TORONTO ONTARIO

NB

RF


1:500

TRUE

NORT

H


A1-81.3

420 BATHURST STREET

U/G PARKING 2& U/G PARKING

3

10.486 OCTOBER 2011

1 : 200U/G PARKING 2

1 1 : 200U/G PARKING 3

2

NOTE: ALL PARKING SPACES MEET REQUREMENTSAS SET OUT IN CITY OF TORONTO PARKING SPACEDIMENSION ZONING BYLAW.



















NOTE: ALL PARKING SPACES MEET REQUREMENTSAS SET OUT IN CITY OF TORONTO PARKING SPACEDIMENSION ZONING BYLAW.












1,887 S.F.



0.50 HA.

913 S.M.

126 S.M.

299 S.M.

4,123 S.M.

175 S.M.



27 SPACES

26 SPACES

13,124 S.M.

STATISTICS



874 S.F. 73 S.M.

F.S.I 2.90


1.17 ACRES 0.48 HA.


147,270 S.F. 13,682 S.M.

SITE AREA


34,698 S.F.



3,220 S.F.


1,460 S.M.

3,224 S.M.68.08 %

148 CARS1/28 S.M.

STATISTICS



295 CARS




37 SPACES

33 SPACES








68 CARS1/93 S.M.








APPENDIX B: Turning Manoeuvre Diagrams

Transportation Study 410 Bathurst St from BA Group

Documents