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Revision 03 – Ground Plane Seatwall UP& Parking Entrances...BIKE ROOM TOYOTA SHOWROOM Class C...

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31 Rezoning Report Burrard Gateway Project March 13, 2013 Revision 03 – Ground Plane & Parking Entrances Through the advice of MMM Group transportation engineers & the City’s Engineering Department, revisions were made to the parking levels and Ground floor to optimize traffic patterns and circulation of cars, trucks, bikes & pedestrians. It was also decided that Hornby would be the preferred place for a new crossing rather than Burrard which has significantly higher traffic loads. Thus the Porte cochere that was once next to Tower B has been moved to the underside of Tower A&C. Here the pedestrian space has been widened to accommodate lay-bys for passenger drop of to both commercial and residential lobbies. TRUCK CIRCULATION CLASS A CLASS B CLASS C CAR CIRCULATION EL: 101' EL: 101' EL:101.0' EL: 106' EL: 105.0' EL: 110.4' EL: 101' EL: 106' EL: 101' EL: 110.4' EL: 105.0' EL:101.0' EL: 104.50' EL: 106.35' EL: 113' EL: 107.5' EL: 104.3' EL: 91.27' EL: 106.3' EL: 105.77' EL: 103.77' EL: 106.3' EL: 95.36' EL.106.35' EL. 106.20' EL.106.10' EL.105.70' EL. 105.65' EL. 105.5' EL.105.3' EL. 106.8' EL.105.94' EL.106.0' EL. 105.4' EL.105.50' EL.105.35' EL.105.95' EL:99.4' EL:100.0' EL:99.9' EL:99.6' EL:99.8' EL: 99.9' EL:100.0' EL:100.2' EL:100.3' EL:100.4' EL:100.5' EL:100.1' EL:101.3' EL:102.3' EL:102.9' EL:103.3' EL:103.5' EL:104.4' EL:105.1' EL:106.1' EL:106.6' EL:106.6' EL:106.6' BG: 104.82 ' EL:104.7' EL:104.4' EL:104.1' EL:99.5' EL:99.8' BG:104.53' BG:104.43' BG:104.60' BG:105.12' BG:105.35' BG:105.80' BG:106.10' BG:106.27' BG:106.43' BG:105.18' BG:104.50' BG:104.63' BG:105.08' BG:105.35' BG:105.48' BG:105.64' BG:105.77' BG: 106.10' BG:106.33' BG:106.36' BG:106.40' BG:106.33' BG:106.23' BG: 99.93' BG:99.93' BG:100.13' BG:100.33' BG:100.16' BG:100.00' BG:100.23' BG:100.39' BG:100.49' BG:100.62' BG:100.79' BG:100.92' BG:99.80' BG: 100.75 ' BG: 101.84 ' BG:102.92' BG:103.45' BG:104.36' H O R N B Y S T R E E T D R A K E D A V I E 106.35' EL: 101' EL: 101' EL:101.0' EL: 110.4' EL: 101' EL: 101' EL: 105.0' EL:101.0' EL: 106.6' EL:104.0' RAMP DN 13' @ 10 % RAMP DN 82' @ 12.5 % RAMP DN 13' @ 10 % RAMP DN 127.2' @ 12.5 % SLOPE DN @ 5 % PHASE 1 (TOWER C) PHASE 2 (TOWER A) BIKE ROOM Class C Loading Class B Loading Drop Off Service Zone Widened Sidewalk at Retail Tables and Chairs Flower Pot Bike Rack Bike Rack Bench Plaza Double Sided Benches Rows of bollards to seperate pedestrian and vehicular traffic Plaza Bike Air Pump and Drinking Fountain vines to buffer neighbouring wall Dashed line indicates building canopy above Dashed line indicates building canopy above Dashed line indicates building canopy above Overlapping paving slabs in random pattern bridging vehicular and pedestrian areas. Staggered planted edge to match paving pattern Class A Loading Class A Loading EL: 101' EL: 101' EL:101.0' EL: 106' EL: 105.0' EL: 110.4' EL: 101' EL: 106' EL: 101' EL: 110.4' EL: 105.0' EL:101.0' EL: 104.50' EL: 106.35' EL: 113' EL: 107.5' EL: 104.3' EL: 91.27' EL: 106.3' EL: 105.77' EL: 103.77' EL: 106.3' EL: 95.36' EL.106.35' EL. 106.20' EL.106.10' EL.105.70' EL. 105.65' EL. 105.5' EL.105.3' EL. 106.8' EL.105.94' EL.106.0' EL. 105.4' EL.105.50' EL.105.35' EL.105.95' EL:99.4' EL:100.0' EL:99.9' EL:99.6' EL:99.8' EL: 99.9' EL:100.0' EL:100.2' EL:100.3' EL:100.4' EL:100.5' EL:100.1' EL:101.3' EL:102.3' EL:102.9' EL:103.3' EL:103.5' EL:104.4' EL:105.1' EL:106.1' EL:106.6' EL:106.6' EL:106.6' BG: 104.82 ' EL:104.7' EL:104.4' EL:104.1' EL:99.5' EL:99.8' BG:104.53' BG:104.43' BG:104.60' BG:105.12' BG:105.35' BG:105.80' BG:106.10' BG:106.27' BG:106.43' BG:105.18' BG:104.50' BG:104.63' BG:105.08' BG:105.35' BG:105.48' BG:105.64' BG:105.77' BG: 106.10' BG:106.33' BG:106.36' BG:106.40' BG:106.33' BG:106.23' BG: 99.93' BG:99.93' BG:100.13' BG:100.33' BG:100.16' BG:100.00' BG:100.23' BG:100.39' BG:100.49' BG:100.62' BG:100.79' BG:100.92' BG:99.80' BG: 100.75 ' BG: 101.84 ' BG:102.92' BG:103.45' BG:104.36' H O R N B Y S T R E E T D R A K E D A V I E 106.35' EL: 101' EL: 101' EL:101.0' EL: 110.4' EL: 101' EL: 101' EL: 105.0' EL:101.0' EL: 106.6' EL:104.0' RAMP DN 13' @ 10 % RAMP DN 82' @ 12.5 % RAMP DN 13' @ 10 % RAMP DN 127.2' @ 12.5 % SLOPE DN @ 5 % PHASE 1 (TOWER C) PHASE 2 (TOWER A) BIKE ROOM Class C Loading Class B Loading Drop Off Service Zone Widened Sidewalk at Retail Tables and Chairs Flower Pot Bike Rack Bike Rack Bench Plaza Double Sided Benches Rows of bollards to seperate pedestrian and vehicular traffic Plaza Bike Air Pump and Drinking Fountain vines to buffer neighbouring wall Dashed line indicates building canopy above Dashed line indicates building canopy above Dashed line indicates building canopy above Overlapping paving slabs in random pattern bridging vehicular and pedestrian areas. Staggered planted edge to match paving pattern Class A Loading Class A Loading Tower A & C Revisions – Ground Plane & Parking Entrances
Transcript
Page 1: Revision 03 – Ground Plane Seatwall UP& Parking Entrances...BIKE ROOM TOYOTA SHOWROOM Class C Loading Class B Loading Drop Off Service Zone Widened Sidewalk at Retail Tables and

31Rezoning Report Burrard Gateway ProjectMarch 13, 2013

Revision 03 – Ground Plane & Parking Entrances

Through the advice of MMM Group transportation engineers & the City’s Engineering Department, revisions were made to the parking levels and Ground floor to optimize traffic patterns and circulation of cars, trucks, bikes & pedestrians. It was also decided that Hornby would be the preferred place for a new crossing rather than Burrard which has significantly higher traffic loads. Thus the Porte cochere that was once next to Tower B has been moved to the underside of Tower A&C. Here the pedestrian space has been widened to accommodate lay-bys for passenger drop of to both commercial and residential lobbies.

TRUCK CIRCULATION

CLASS A

CLASS B

CLASS C

CAR CIRCULATIONUP

UP

UP

UP

EL: 101' EL: 101'

EL:101.0'

EL: 106'

EL: 105.0'EL: 110.4'

EL: 101'

EL: 106'

EL: 101'

EL: 110.4'

EL: 105.0'

EL:101.0'

EL: 104.50'

EL: 106.35'

EL: 113'

EL: 113'

EL: 110.00'

EL: 110.56'

EL: 113'

EL: 107.5'

EL: 108.37'

EL: 108.5'

EL: 104.3'

EL: 91.27'

EL: 106.3'

EL: 105.77'

EL: 103.77'

EL: 106.3'

EL: 95.36'

EL.113

.0'

EL.112.5

5'

EL.106

.35'

EL.109

.5'

EL.112

.80'EL.1

12.80

'

EL.112

.80'

EL.106

.20'EL.1

06.10

'

EL.105

.70'EL.1

05.65

'

EL.105

.5'

EL.105

.3'EL.106

.8'EL.1

05.94

'

EL.106

.0'

EL.105

.4'

EL.112

.70'

EL.112

.50'

EL.105

.50'

EL.105

.35'

EL.105

.95'

EL.109

.87'

EL:99.4'

EL:100.0'

EL:99.9'

EL:99.6'

EL:99.8'

EL:99.9'

EL:100.0'

EL:100.2'

EL:100.3'

EL:100.4'

EL:100.5'

EL:100.1'

EL:101.3'

EL:102.3'

EL:102.9'

EL:103.3'

EL:103.5'

EL:104.4'

EL:105.1'

EL:105.9'

EL:106.7'

EL:107.5'

EL:108.2'

EL:108.9'

EL:106.1'

EL:106.6'

EL:106.6'

EL:106.6'

EL:109.8'

EL:110.3'

EL:111.3'

EL:112.0'

EL:112.4'

EL:112.6'

EL:112.7'

EL:112.8'

EL:112.6'EL:108.4'

BG:104.82'

EL:104.7'

EL:104.4'

EL:104.1'

EL:99.5'

EL:99.8'

BG:104.53'

BG:104.43'

BG:104.60'

BG:105.12'

BG:105.35'

BG:105.80'

BG:106.10'

BG:106.27'

BG:106.43'

BG:105.18'

BG:106.72'

BG:107.84'

BG:108.73'

BG:109.32'

BG:109.90'

BG:109.47'

BG:111.48'

BG:111.94'

BG:112.30'

BG:112.60'

BG:112.80'

BG:113.06'

BG:113.19'

BG:113.00'

BG:104.50'

BG:104.63'

BG:105.08'

BG:105.35'

BG:105.48'

BG:105.64'

BG:105.77'

BG:106.10'

BG:106.33'

BG:106.36'

BG:106.40'

BG:106.33'

BG:106.23'

BG:99.93'

BG:99.93'

BG:100.13'

BG:100.33'

BG:100.16'

BG:100.00'

BG:100.23'

BG:100.39'

BG:100.49'

BG:100.62'

BG:100.79'

BG:100.92'

BG:99.80'

BG:100.75'

BG:101.84'

BG:102.92'

BG:103.45'

BG:104.36'

H O R N B Y S T R E E T

B U R R A R D S T R E E T

D R

A K

E

S T

R E

E T

D A

V I

E

S T

R E

E T

106.72'

109.32'

108.73'

107.84'

109.90' 113.19' 113.00'

106.35'

15" MAPLE 15" MAPLE

EL: 101'

EL: 101'

EL:101.0'

EL: 110.4'

EL: 101'

EL: 101'

EL: 105.0'

EL:101.0'

EL: 106.6'EL:104.0'

UP

UP

UPDN

R2'-6"

R2'-6"

UP

DN

2000 LBS

1000 FPM

ELE

V. #3

2500 LBS

1000 FPM

FF ELE

V. #1

2000 LBS

1000 FPM

ELE

V. #3

2000 LBS1000 FPMELEV. #3

2500 LBS1000 FPM

FF ELEV. #1

2000 LBS1000 FPMELEV. #3

2500

LB

S10

00 F

PM

ELE

V. #

2

2500

LB

S10

00 F

PM

ELE

V. #

2

2500

LB

S10

00 F

PM

ELE

V. #

2

RAMP DN 13' @ 10 % RAMP DN 82' @ 12.5 %RAMP DN 13' @ 10 %RAMP DN 127.2' @ 12.5 %

SLOPE DN @ 5 %

PH

AS

E 1

(TO

WE

R C

)

PH

AS

E 2

(TO

WE

R A

)

OFFICE

RESTAURANT

BIKE ROOM

TOYOTA SHOWROOM

Class C LoadingClass B Loading

Drop Off

Service Zone

Widened Sidewalk at Retail

Tables and Chairs

Flower Pot

Bike Rack

Bike Rack

Bench

Plaza

Double Sided Benches

Rows of bollards to seperate pedestrian and vehicular traffic

Plaza

Bike Air Pump and Drinking Fountain

Freestanding metal trellis with vines to buffer neighbouring wall

Typical Burrard Street Sidewalk

Treatment

2 Existing Maple Trees to be retained

Bike Racks along Blvd.

Restaurant Patio

Special Paving at Office Entry to Match Interior

Surfacing

Dashed line indicates building canopy above

Dashed line indicates building canopy above

Dashed line indicates building canopy above

Dashed line indicates building canopy above

Water Feature with build in

seatwall at Office Entry

Overlapping paving slabs in random pattern bridging vehicular and pedestrian areas.

Staggered planted edge to match paving pattern

Vertical Trellis to Support Climbing Vines

Water Wall

Lower Pool

Vertical Trellis to Support Climbing Vines

Gateway Feature as an extention from the

building facade

Wall to hold patio at level elevation 5%

Slo

pe

Seatwall

Public Art Opportunity

Double Sided Benches

Class A LoadingClass A Loading

P 604.684.4611 F 604.684.0577 www.dkl.bc.ca

DURANTE KREUK LTD. LANDSCAPE ARCHITECTS

L0124 JANUARY 2013

1/16" = 1'-0"

DATE:

SCALE:

DVH

09029

DRAWN:

PROJECT NUMBER:

102-1637 West 5th Avenue Vancouver, B.C. V6J 1N5

GROUND FLOOR LANDSCAPE PLAN BURRARD + DRAKE

NORTH

UP

UP

UP

UP

EL: 101' EL: 101'

EL:101.0'

EL: 106'

EL: 105.0'EL: 110.4'

EL: 101'

EL: 106'

EL: 101'

EL: 110.4'

EL: 105.0'

EL:101.0'

EL: 104.50'

EL: 106.35'

EL: 113'

EL: 113'

EL: 110.00'

EL: 110.56'

EL: 113'

EL: 107.5'

EL: 108.37'

EL: 108.5'

EL: 104.3'

EL: 91.27'

EL: 106.3'

EL: 105.77'

EL: 103.77'

EL: 106.3'

EL: 95.36'

EL.113

.0'

EL.112.5

5'

EL.106

.35'

EL.109

.5'

EL.112

.80'EL.1

12.80

'

EL.112

.80'

EL.106

.20'EL.1

06.10

'

EL.105

.70'EL.1

05.65

'

EL.105

.5'

EL.105

.3'EL.106

.8'EL.1

05.94

'

EL.106

.0'

EL.105

.4'

EL.112

.70'

EL.112

.50'

EL.105

.50'

EL.105

.35'

EL.105

.95'

EL.109

.87'

EL:99.4'

EL:100.0'

EL:99.9'

EL:99.6'

EL:99.8'

EL:99.9'

EL:100.0'

EL:100.2'

EL:100.3'

EL:100.4'

EL:100.5'

EL:100.1'

EL:101.3'

EL:102.3'

EL:102.9'

EL:103.3'

EL:103.5'

EL:104.4'

EL:105.1'

EL:105.9'

EL:106.7'

EL:107.5'

EL:108.2'

EL:108.9'

EL:106.1'

EL:106.6'

EL:106.6'

EL:106.6'

EL:109.8'

EL:110.3'

EL:111.3'

EL:112.0'

EL:112.4'

EL:112.6'

EL:112.7'

EL:112.8'

EL:112.6'EL:108.4'

BG:104.82'

EL:104.7'

EL:104.4'

EL:104.1'

EL:99.5'

EL:99.8'

BG:104.53'

BG:104.43'

BG:104.60'

BG:105.12'

BG:105.35'

BG:105.80'

BG:106.10'

BG:106.27'

BG:106.43'

BG:105.18'

BG:106.72'

BG:107.84'

BG:108.73'

BG:109.32'

BG:109.90'

BG:109.47'

BG:111.48'

BG:111.94'

BG:112.30'

BG:112.60'

BG:112.80'

BG:113.06'

BG:113.19'

BG:113.00'

BG:104.50'

BG:104.63'

BG:105.08'

BG:105.35'

BG:105.48'

BG:105.64'

BG:105.77'

BG:106.10'

BG:106.33'

BG:106.36'

BG:106.40'

BG:106.33'

BG:106.23'

BG:99.93'

BG:99.93'

BG:100.13'

BG:100.33'

BG:100.16'

BG:100.00'

BG:100.23'

BG:100.39'

BG:100.49'

BG:100.62'

BG:100.79'

BG:100.92'

BG:99.80'

BG:100.75'

BG:101.84'

BG:102.92'

BG:103.45'

BG:104.36'

H O R N B Y S T R E E T

B U R R A R D S T R E E T

D R

A K

E

S T

R E

E T

D A

V I

E

S T

R E

E T

106.72'

109.32'

108.73'

107.84'

109.90' 113.19' 113.00'

106.35'

15" MAPLE 15" MAPLE

EL: 101'

EL: 101'

EL:101.0'

EL: 110.4'

EL: 101'

EL: 101'

EL: 105.0'

EL:101.0'

EL: 106.6'EL:104.0'

UP

UP

UPDN

R2'-6"

R2'-6"

UP

DN

2000 LBS

1000 FPM

ELE

V. #3

2500 LBS

1000 FPM

FF ELE

V. #1

2000 LBS

1000 FPM

ELE

V. #3

2000 LBS1000 FPMELEV. #3

2500 LBS1000 FPM

FF ELEV. #1

2000 LBS1000 FPMELEV. #3

2500

LB

S10

00 F

PM

ELE

V. #

2

2500

LB

S10

00 F

PM

ELE

V. #

2

2500

LB

S10

00 F

PM

ELE

V. #

2

RAMP DN 13' @ 10 % RAMP DN 82' @ 12.5 %RAMP DN 13' @ 10 %RAMP DN 127.2' @ 12.5 %

SLOPE DN @ 5 %

PH

AS

E 1

(TO

WE

R C

)

PH

AS

E 2

(TO

WE

R A

)

OFFICE

RESTAURANT

BIKE ROOM

TOYOTA SHOWROOM

Class C LoadingClass B Loading

Drop Off

Service Zone

Widened Sidewalk at Retail

Tables and Chairs

Flower Pot

Bike Rack

Bike Rack

Bench

Plaza

Double Sided Benches

Rows of bollards to seperate pedestrian and vehicular traffic

Plaza

Bike Air Pump and Drinking Fountain

Freestanding metal trellis with vines to buffer neighbouring wall

Typical Burrard Street Sidewalk

Treatment

2 Existing Maple Trees to be retained

Bike Racks along Blvd.

Restaurant Patio

Special Paving at Office Entry to Match Interior

Surfacing

Dashed line indicates building canopy above

Dashed line indicates building canopy above

Dashed line indicates building canopy above

Dashed line indicates building canopy above

Water Feature with build in

seatwall at Office Entry

Overlapping paving slabs in random pattern bridging vehicular and pedestrian areas.

Staggered planted edge to match paving pattern

Vertical Trellis to Support Climbing Vines

Water Wall

Lower Pool

Vertical Trellis to Support Climbing Vines

Gateway Feature as an extention from the

building facade

Wall to hold patio at level elevation 5%

Slo

pe

Seatwall

Public Art Opportunity

Double Sided Benches

Class A LoadingClass A Loading

P 604.684.4611 F 604.684.0577 www.dkl.bc.ca

DURANTE KREUK LTD. LANDSCAPE ARCHITECTS

L0124 JANUARY 2013

1/16" = 1'-0"

DATE:

SCALE:

DVH

09029

DRAWN:

PROJECT NUMBER:

102-1637 West 5th Avenue Vancouver, B.C. V6J 1N5

GROUND FLOOR LANDSCAPE PLAN BURRARD + DRAKE

NORTH

Tower A & C Revisions – Ground Plane & Parking Entrances

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