Bellevue | Sales Centre - West Vancouver...MARINE DRIVE 23RD ST IBI GROUP ARCHITECTS (Formerly...

Submitted on Behalf of Cressey by IBI Architects to the District of West Vancouver

Bellevue | Sales CentreDP RE-SUBMISSION #3

November 30th 20152290 Marine Drive

CLIENT: ARCHITECT: LANDSCAPE ARCHITECT:

2Bellevue | District of West Vancouver

November 30th, 2015

3D View of Sales Centre

Temporary Building will be constructed to pre-sell units in new building. Will be built while existing building remains semi-occupied. Then will stay open in a limited fashion during construction

Cementitious Panel Board

Granite

Curtainwall Glazing

Cedar Sofft Curtainwall Spandrel Glazing


November 30th, 2015

Context & Statistics

BELLEVUE AVE

SITE

MARINE DRIVE

23RD

ST

IBI GROUP ARCHITECTS(Formerly IBI/HB ARCHITECTS)700 – 1285 West Pender StreetVancouver BC V6E 4B1 Canadatel 604 683 8797 fax 604 683 0492ibigroup.com

35721

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As Noted

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NOT FOR CONSTRUCTION

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Any reproduction or distribution for any purpose other than authorizedby IBI Group is forbidden. Written dimensions shall have precedenceover scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions on the job and IBI Group shall beinformed of any variations from the dimensions and conditions shownon the drawing. Shop drawings shall be submitted to IBI Group forapproval before proceeding with fabrication.

COPYRIGHT © 2013 IBI GROUP

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4 29/06/2015 ISSUED FOR COORDINATION

3 23/06/2015 REISSUED FOR DP

2 26/05/2015 ISSUED FOR REVIEW

1 26/03/2015 ISSUED FOR DP

BELLEVUE AVE

SITE

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23RD

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November 30th, 2015

Phasing of Parking

BELLEVUE AVE

SITE

MARINE DRIVE

23RD

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November 30th, 2015

Survey


November 30th, 2015

Site Plan

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

SIDE YARD SETBACK 9.1 M (30')

FRONT YARD SETBACK 7.6M (25')

TOWNHOME SETBACK 6M (20')



TOWNHOME SETBACK 6M (20')FRONT YARD SETBACK 7.6M (25')


BELLEVUE AVE

MARINE DR.

23RD ST.

CONSTRUCTIONHOARDING


SITE OFFICE

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

MACHINEROOM

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

ENTRANCE FORCONSTRUCTION

VEHICLES13 PARKING STALLS

15 NEW PARKING STALLS

EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE



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9SALESCENTRE

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CONSTRUCTIONSITE GATE



VEHICLES

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OF1 3


1 1/32" = 1'-0"

Site Plan - During Construction


November 30th, 2015

Parking Plan: Existing Condition

EXISTING BUILDING

EXISTINGPOOL

ELEC.

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TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

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BELLEVUE AVE

MARINE DR.

23RD ST.

EXISTINGDRIVEWAYENTRANCE

EXISTING RETAININGWALL

EXISTING BUS SHELTER

EXISTINGRETAINING WALL


EXISTING CONCRETE PAD

EXISTING PARKING

EXISTINGPARKINGENTRANCE

EDGE OF ASPHALT

EDGE OF EXISITINGASPHALT

EXISTINGHEDGE

EXISTINGHEDGE

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EXISTING HEDGE

EXISTING HEDGE

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EXISTING BUILDING

EXISTINGPOOL

ELEC.

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TRANSFER

JUNCTION

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PROPERTY LINE

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PROPERTY LINE

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BELLEVUE AVE

MARINE DR.

23RD ST.

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EXISTING PARKING


EDGE OF ASPHALT

15 NEW STALLSUNDER CONSTRUCTION

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EXISTINGHEDGE

EXISTINGHEDGE

EXISTING HEDGE

EXISTING HEDGE

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Parking Inventory

Required:21 stalls Public18 stalls for Residents

Total: 39 stalls required

Provided:21 stalls for public along Bellevue (for public) (Existing parking)55 stalls for residents (18 are in use) (On site, existing parking)

Total: 76 stalls Provided (21 public/18 resident/37 extra)

1 1/32" = 1'-0"


2 1/32" = 1'-0"

Parking Plan: Pre-Construction of Sales Centre/Pre-Demolition - Existing Building Remains

Parking Inventory

Required:21 stalls Public18 stalls for residents5 stalls for construction


Provided:15 New stalls along 23rd Street (under construction)21 stalls for public along Bellevue (Existing parking)18 stalls for residents (On site, existing parking)37 stalls for construction (On site, existing parking)

Total: 76 stalls Provided (21 public/18 resident/37 construction)

Traffic

Existing lane configuration and traffic controls would remain in placeExisting vehicle access locations to remainParking near intersections is not permittedParking maneuvering on adjacent roads

Pedestrians

Provide a pedestrian path next to parking spaces on 23rd Street


November 30th, 2015

Parking Plan: Pre-Construction of Sales Centre / Pre-Demolition - Existing Building Remains

EXISTING BUILDING

EXISTINGPOOL

ELEC.

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TRANSFER

JUNCTION

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PROPERTY LINE

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BELLEVUE AVE

MARINE DR.

23RD ST.







EXISTING PARKING


EDGE OF ASPHALT

EDGE OF EXISITINGASPHALT

EXISTINGHEDGE

EXISTINGHEDGE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

EXISTING HEDGE

EXISTING HEDGE

21

EXISTING BUILDING

EXISTINGPOOL

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20






EXISTING PARKING


EDGE OF ASPHALT

15 NEW STALLSUNDER CONSTRUCTION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


EXISTINGHEDGE

EXISTINGHEDGE

EXISTING HEDGE

EXISTING HEDGE

21


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Parking Inventory

Required:21 stalls Public18 stalls for Residents


Provided:21 stalls for public along Bellevue (for public) (Existing parking)55 stalls for residents (18 are in use) (On site, existing parking)

Total: 76 stalls Provided (21 public/18 resident/37 extra)

1 1/32" = 1'-0"


2 1/32" = 1'-0"

Parking Plan: Pre-Construction of Sales Centre/Pre-Demolition - Existing Building Remains

Parking Inventory

Required:21 stalls Public18 stalls for residents5 stalls for construction


Provided:15 New stalls along 23rd Street (under construction)21 stalls for public along Bellevue (Existing parking)18 stalls for residents (On site, existing parking)37 stalls for construction (On site, existing parking)


Traffic


Pedestrians

Provide a pedestrian path next to parking spaces on 23rd Street


November 30th, 2015

Parking Plan: Construction of Sales Centre / Pre-Demolition - Existing Building Remains

EXISTING BUILDING

EXISTINGPOOL

ELEC.

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TRANSFER

JUNCTION

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PROPERTY LINE

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BELLEVUE AVE

MARINE DR.

23RD ST.

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7 EXISTING PARKINGSTALLS


EDGE OF ASPHALT


EXISTING POWER POLE

EXISTING POWER POLE

SALES CENTREUNDER CONSTRUCTION

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EXISTINGHEDGE

EXISTINGHEDGE

EXISTING HEDGE

NEW HOARDINGAROUND FUTURE

CONSTRUCTION SITE

TEMPORARYFENCING

15

EXISTING BUILDING

EXISTINGPOOL

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM

DISPLAY KITCHEN DISPLAY KITCHEN DESIGN CENTRE

PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

DRIVEWAYENTRANCE




13 NEW PARKINGSTALLS



EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

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8 9 10 11 12 13

SALESCENTRE


PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








HOARDINGAROUND FUTURE

CONSTRUCTION SITE

NEW HOARDINGAROUND FUTURECONSTRUCTION SITE

15

ASPHALT PATHCONCRETE SIDEWALK


35721

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SHEET TITLE

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DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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DATENO. DESCRIPTION

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Parking Inventory

Required:21 stalls public18 stalls for residents5 stalls for construction


Provided:15 new stalls along 23rd street7 Existing Remaining stalls for public along Bellevue18 stalls for residents (on site, existing parking)37 stalls for construction (on site, if necessary)


Traffic


Pedestrians

Provide pedestrian path along Bellevue Avenue to the Sales CenterProvide a pedestrian path next to parking spaces on 23rd Street

3 1/32" = 1'-0"

Parking Plan: Construction of Sales Centre/Pre-Demolition- Existing Building Remains

4 1/32" = 1'-0"

Parking Plan: Sales Centre Active/Pre-Demolition - Existing Building Remains

Parking Inventory

Required:21 stalls public6 stalls for sales centre guests18 stalls for residents5 stalls for construction


Provided:15 new stalls along 23rd street13 new along Bellevue18 stalls for residents (On site, existing parking)37 stalls for construction (On site, if necessary)

Total: 83 stalls Provided (22 public/6 sales guests/18 resident/37 construction)

Traffic


Pedestrians

Provide pedestrian path along Bellevue Avenue to the Sales Center


November 30th, 2015

Parking Plan: Sales Centre Active / Pre-Demolition - Existing Building Remains

EXISTING BUILDING

EXISTINGPOOL

ELEC.

BOX

P.P.

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P.P.

TRANSFER

JUNCTION

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PROPERTY LINE

PROPERTY LINE

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PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.

1 2 3 4 5 6 7






7 EXISTING PARKINGSTALLS


EDGE OF ASPHALT


EXISTING POWER POLE

EXISTING POWER POLE

SALES CENTREUNDER CONSTRUCTION

1

2

3

4

5

6

7

8

9

10

11

12

13

14

EXISTINGHEDGE

EXISTINGHEDGE

EXISTING HEDGE

NEW HOARDINGAROUND FUTURE

CONSTRUCTION SITE

TEMPORARYFENCING

15

EXISTING BUILDING

EXISTINGPOOL

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

DRIVEWAYENTRANCE




13 NEW PARKINGSTALLS



EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1 2 3 4 5 6 7

8 9 10 11 12 13

SALESCENTRE


PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








HOARDINGAROUND FUTURE

CONSTRUCTION SITE

NEW HOARDINGAROUND FUTURECONSTRUCTION SITE

15

ASPHALT PATHCONCRETE SIDEWALK


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





Parking Inventory

Required:21 stalls public18 stalls for residents5 stalls for construction


Provided:15 new stalls along 23rd street7 Existing Remaining stalls for public along Bellevue18 stalls for residents (on site, existing parking)37 stalls for construction (on site, if necessary)


Traffic


Pedestrians

Provide pedestrian path along Bellevue Avenue to the Sales CenterProvide a pedestrian path next to parking spaces on 23rd Street

3 1/32" = 1'-0"

Parking Plan: Construction of Sales Centre/Pre-Demolition- Existing Building Remains

4 1/32" = 1'-0"

Parking Plan: Sales Centre Active/Pre-Demolition - Existing Building Remains

Parking Inventory

Required:21 stalls public6 stalls for sales centre guests18 stalls for residents5 stalls for construction


Provided:15 new stalls along 23rd street13 new along Bellevue18 stalls for residents (On site, existing parking)37 stalls for construction (On site, if necessary)

Total: 83 stalls Provided (22 public/6 sales guests/18 resident/37 construction)

Traffic


Pedestrians

Provide pedestrian path along Bellevue Avenue to the Sales Center


November 30th, 2015

Parking Plan: Sales Centre Active / Construction Phase: Excavation

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.



SITE OFFICE

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m




EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE



1 2 3 4 5 6 7

8 9 10 11 12 13

1

3 4 5

2

1

2

3

4

8

9SALESCENTRE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

5

6




VEHICLES

7

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE










SITE OFFICE

BELLEVUE AVE

MARINE DR.

23RD ST.

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

13 PARKING STALLS


EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE


1 2 3 4 5 6 7

8 9 10 11 12 13

12

3 4 5

SALESCENTRE



1

2

3

4

5

6

7

8

9

10

11

12

13

14

15


VEHICLES


VEHICLES


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





Parking Inventory

Required:21 stalls public6 stalls for sales centre guests5 for construction


Provided:15 along 23rd13 along Bellevue5 Stalls for Construction – 5 existing stalls on site under trees at 23rdand marine corner.

Total: 33 stalls Provided (22 public/6 sales guests/ 5 construction)

Traffic

Existing lane configuration and traffic controls would remain in placeExisting vehicle access locations to remainParking near intersections is not permittedParking maneuvering on adjacent roadsConstruction vehicles entrances via Bellevue Ave and 23rd st

5 1/32" = 1'-0"

Parking Plan: Sales Centre Active/Construction Phase: Excavation

6 1/32" = 1'-0"

Parking Plan: Sales Centre Active/Construction Phase: Structure

Parking Inventory



Provided:15 new along 23rd13 along Bellevue14 stalls on Site (for construction)


Traffic



November 30th, 2015

Parking Plan: Sales Centre Active / Construction Phase: Structure

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.



SITE OFFICE

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m




EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE



1 2 3 4 5 6 7

8 9 10 11 12 13

1

3 4 5

2

1

2

3

4

8

9SALESCENTRE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

5

6




VEHICLES

7

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE










SITE OFFICE

BELLEVUE AVE

MARINE DR.

23RD ST.

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

13 PARKING STALLS


EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE


1 2 3 4 5 6 7

8 9 10 11 12 13

12

3 4 5

SALESCENTRE



1

2

3

4

5

6

7

8

9

10

11

12

13

14

15


VEHICLES


VEHICLES


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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ober

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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





Parking Inventory





Traffic


5 1/32" = 1'-0"


6 1/32" = 1'-0"


Parking Inventory





Traffic



November 30th, 2015

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.



SITE OFFICE

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m




EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE



1 2 3 4 5 6 7

8 9 10 11 12 13

1

3 4 5

2

1

2

3

4

8

9SALESCENTRE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

5

6




VEHICLES

7

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE










SITE OFFICE

BELLEVUE AVE

MARINE DR.

23RD ST.

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

13 PARKING STALLS


EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE


1 2 3 4 5 6 7

8 9 10 11 12 13

12

3 4 5

SALESCENTRE



1

2

3

4

5

6

7

8

9

10

11

12

13

14

15


VEHICLES


VEHICLES


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



1 2 3 4 5

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ober

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M b

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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





Parking Inventory





Traffic


5 1/32" = 1'-0"


6 1/32" = 1'-0"


Parking Inventory





Traffic


Parking Plan: Sales Centre Active / Construction Phase: Finishing

DRIVEWAY& PARKINGENTRANCE


EXISTING POWER POLEMAY NEED TO BE

RE-LOCATED

EXISTING POWERPOLE TO REMAIN

4 NEW PARKINGSTALLS

BELLEVUE AVE

MARINE DR.

23RD ST.

7 6 5 4 3 2 189

13

1415

16

17

10 PARKING STALLS

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX


11

12

10

18

19

20

21

22

RAINGARDEN

RAINGARDEN

EXISTING POWER POLETO BE REMOVED

21'-8"

[6.6M]

5'-10 1/2"

[1.8M]

GUTTER

GUTTER

GUTTER

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.

15 PARKING STALLS

EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE

18 PARKING STALLS IN PARKADEUNDER CONSTRUCTION




SITE OFFICE

SALESCENTRE

13 PARKING STALLS

1 2 3 4 5 6 7

8 9 10 11 12 13

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


5'-9"5'-1"4'-1"22'-10"16'-3"5'-2"2'-4"14'-8"2'-4"12'-6"

5'-11"

16'-1

"

5'-5

"

7'-11"

5'-10"

8"10

'-6"

5'-5

"6'

-4"

3'-4

"6'

-5"

4'-8

"

20'-2

"

4'-8

"

6'1'

-6"

3'-4

"3"

2'-7

"

8"4'

-11"

5'-5

"

20'-2"18'-6"

15'-5

"

10'-5

"

13'-5

"

5'-1"

18' 2' 12'-5" 3'-11" 2'-5"

2'-7

"8'

-8"

2'-7

"8'

-8"

1'3'

-4"

4'-3"

PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

41.28'

12.58m

34.70'

10.58m

DRIVEWAYENTRANCE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15


BELLEVUE AVE

MARINE DR.

23RD ST.

BELLEVUE AVE

MARINE DR.

23RD ST.


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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015

6:47

:28

AM

by

Gw

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ose

SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





Parking Inventory



Provided:15 along 23rd13 along Bellevue19 stalls in parkade for construction (On-site)

Total: 47 stalls Provided (21 public/6 sales guests/ 20 construction)Note: all construction parking shall be on site

Traffic


7 1/32" = 1'-0"

Parking Plan: Sales Centre Active/Construction Phase: Finishing

8 1/32" = 1'-0"

Parking Plan: Post Construction (Sales Centre Removed) - Final Condition

Parking Inventory

Required:21 stalls for public

Provided:Final condition of site (based on civil)10 parallel stalls along Bellevue8 angled /4 parallel stalls along 23rd

Total: 22 stalls provided for public


November 30th, 2015

Parking Plan: Post Construction (Sales Center removed) - Final Condition

DRIVEWAY& PARKINGENTRANCE


EXISTING POWER POLEMAY NEED TO BE

RE-LOCATED

EXISTING POWERPOLE TO REMAIN

4 NEW PARKINGSTALLS

BELLEVUE AVE

MARINE DR.

23RD ST.

7 6 5 4 3 2 189

13

1415

16

17

10 PARKING STALLS

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX


11

12

10

18

19

20

21

22

RAINGARDEN

RAINGARDEN

EXISTING POWER POLETO BE REMOVED

21'-8"

[6.6M]

5'-10 1/2"

[1.8M]

GUTTER

GUTTER

GUTTER

ELEC.

BOX

P.P.

P.P.

P.P.

TRANSFER

JUNCTION

BOX

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE








BELLEVUE AVE

MARINE DR.

23RD ST.

15 PARKING STALLS

EXISTING POWER POLE

EXISTING POWER POLE

EXISTING POWER POLE

18 PARKING STALLS IN PARKADEUNDER CONSTRUCTION




SITE OFFICE

SALESCENTRE

13 PARKING STALLS

1 2 3 4 5 6 7

8 9 10 11 12 13

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


5'-9"5'-1"4'-1"22'-10"16'-3"5'-2"2'-4"14'-8"2'-4"12'-6"

5'-11"

16'-1

"

5'-5

"

7'-11"

5'-10"

8"10

'-6"

5'-5

"6'

-4"

3'-4

"6'

-5"

4'-8

"

20'-2

"

4'-8

"

6'1'

-6"

3'-4

"3"

2'-7

"

8"4'

-11"

5'-5

"

20'-2"18'-6"

15'-5

"

10'-5

"

13'-5

"

5'-1"

18' 2' 12'-5" 3'-11" 2'-5"

2'-7

"8'

-8"

2'-7

"8'

-8"

1'3'

-4"

4'-3"

PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

41.28'

12.58m

34.70'

10.58m

DRIVEWAYENTRANCE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15


BELLEVUE AVE

MARINE DR.

23RD ST.

BELLEVUE AVE

MARINE DR.

23RD ST.


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



1 2 3 4 5

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: Nov

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201

5, b

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P

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d: M

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ber 3

0, 2

015

6:47

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AM

by

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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

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Parking Inventory



Provided:15 along 23rd13 along Bellevue19 stalls in parkade for construction (On-site)

Total: 47 stalls Provided (21 public/6 sales guests/ 20 construction)Note: all construction parking shall be on site

Traffic


7 1/32" = 1'-0"

Parking Plan: Sales Centre Active/Construction Phase: Finishing

8 1/32" = 1'-0"

Parking Plan: Post Construction (Sales Centre Removed) - Final Condition

Parking Inventory

Required:21 stalls for public

Provided:Final condition of site (based on civil)10 parallel stalls along Bellevue8 angled /4 parallel stalls along 23rd

Total: 22 stalls provided for public


November 30th, 2015

Level 1 Plan

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

WATER ENTRY/MECH.

MACHINEROOM


PEDI MATT

ANNUNCIATOR PANEL

34.70'

10.58m

34.70'

10.58m

34.64'

10.56m

34.64'

10.56m

41.28'

12.58m

34.70'

10.58m

LINE OFPARALLELSTREETPARKING

CRUSHEDGRAVEL

PATHWAY


EXCAVATION


CONSTRUCTIONPARKINGSTALLS(2)

8'-1 1/4"

AA3.01

AA3.01

BA3.04

BA3.04

CA3.05

AA3.05

TIMBER POST TYP.SEE STRUCTURAL


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DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

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SHEET TITLE

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November 30th, 2015

Level 2 Plan

TIMBER POST TYP.SEE STRUCTURAL

TIMBER POST BELOWTYP.SEE STRUCTURAL

6' X 9'

WD

7'X 8'

CLO

SE

T

BE

DR

OO

M

LIGHT BOX

DN

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"

49.70'

15.15m

AA3.01

AA3.01

BA3.04

BA3.04

CA3.05

AA3.05

49.70'

15.15m

LIGHT BOX

EM

ER

GE

NC

Y E

XIT LI

GH

T B

OX

38.1'

11.61

m


35721

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DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

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SHEET TITLE

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PROJECT NO:

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OF1 3

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November 30th, 2015

Roof Plan

A

1

C

D

B

652 3 4

6'-9"

99'-11"

22'-7" 36'-10" 18'-4" 15'-6"

36'-1

1"

20'-9

"11

'-6"

4'-8

"

36'-1

1"

11'-6

"20

'-9"2%

SLO

PE

TO D

RA

IN

2% SLOPETO DRAIN

2% S

LOP

ETO

DR

AIN

2% SLOPETO DRAIN

2% S

LOP

ETO

DR

AIN

2% SLOPETO DRAIN

BELLEVUE AVE

PROPERTY LINE

MECHANICAL UNIT

MECHANICAL UNIT

T.O.PARAPER 64.37'

######

T.O.PARAPER 64.37'

######

T.O.PARAPER 64.37'

######

2PLY SBSROOF COVERINGTO CONFORM TO CAN/ULC 2107CLASSIFICATION "B" AS MINIMUM

BELLEVUE AVE

PROPERTY LINE IBI GROUP ARCHITECTS(Formerly IBI/HB ARCHITECTS)700 – 1285 West Pender StreetVancouver BC V6E 4B1 Canadatel 604 683 8797 fax 604 683 0492ibigroup.com

35721

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DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

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B

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A

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November 30th, 2015

Elevations

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

ABCD

EL:34.32'10.46m

EL:35.04'10.68m

EL:35.29'10.76m

EL:35.20'10.73m

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

1 2 3 4 5 6

CEMENT COMPOSITE PANEL

GRANITE SOLID WALL

SPANDREL GLASS

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

A B C D

SPANDREL GLASS

62.87'T/O ROOF 19.16m

15'-1

1/2

"

49.83'LEVEL 02 15.19m

13'-0

1/2

"

34.70'LEVEL 01 10.58m

28'-2

"


35721

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15/03/12


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DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

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SHEET TITLE

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1 1/8" = 1'-0"

SOUTH ELEVATION

3 1/8" = 1'-0"

EAST ELEVATION 4 1/8" = 1'-0"

WEST ELEVATION

2 1/8" = 1'-0"

NORTH ELEVATION

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

ABCD

EL:34.32'10.46m

EL:35.04'10.68m

EL:35.29'10.76m

EL:35.20'10.73m

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

1 2 3 4 5 6


GRANITE SOLID WALL

SPANDREL GLASS

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

A B C D

SPANDREL GLASS

62.87'T/O ROOF 19.16m

15'-1

1/2

"

49.83'LEVEL 02 15.19m

13'-0

1/2

"

34.70'LEVEL 01 10.58m

28'-2

"


35721

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15/03/12


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DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

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SHEET TITLE

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1 1/8" = 1'-0"

SOUTH ELEVATION

3 1/8" = 1'-0"


WEST ELEVATION

2 1/8" = 1'-0"

NORTH ELEVATION

South Elevation

North Elevation


November 30th, 2015

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

ABCD

EL:34.32'10.46m

EL:35.04'10.68m

EL:35.29'10.76m

EL:35.20'10.73m

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

1 2 3 4 5 6


GRANITE SOLID WALL

SPANDREL GLASS

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

A B C D

SPANDREL GLASS

62.87'T/O ROOF 19.16m

15'-1

1/2

"

49.83'LEVEL 02 15.19m

13'-0

1/2

"

34.70'LEVEL 01 10.58m

28'-2

"


35721

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15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

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SHEET TITLE

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1 1/8" = 1'-0"

SOUTH ELEVATION

3 1/8" = 1'-0"


WEST ELEVATION

2 1/8" = 1'-0"

NORTH ELEVATION

Elevations

East Elevation West Elevation


November 30th, 2015

Section C

62.87'T/O ROOF 19.16m

15'-1

1/2

"

49.83'LEVEL 02 15.19m

13'-0

1/2

"

34.70'LEVEL 01 10.58m

28'-2

"

28'-2

" TO

TO

P O

F R

OO

F29

'-8 3

/4" T

O T

OP

OF

PA

RA

PE

T

1 652 3 4

8'5'

-2"

8'

12'

7'-1

0"

VESTIBULE RECEPTION SALES CENTRE

DISPLAY SUITE

VOID SPACE

ROOF

ENGINEERED WOOD TRUSS(SEE STRUCTURAL DWGS.)

DROP CEILING DROP CEILING

DROP CEILING

FLOOR FINISH(SEE INTERIOR DESIGNER DWGS.)

2'-1

0"

2'-1

0"

2'-1

"

2% SLOPE 2% SLOPE 2% SLOPE2% SLOPE2% SLOPE 2% SLOPERD RD

RD

OD247T

1F945A 1F945A 1F945A

OD247T OD247T

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"


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REVISIONS

APPR

. . . .

A

B

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A

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SHEET TITLE

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November 30th, 2015

Section A Phasing

EL:34.32'10.46m

EL:33.95'10.35m

EL:45.00'13.72m

EL:45.83'13.97m

EL:44.48'13.56mEL:44.40'

13.53m

EL:34.58'10.54m

EL:36.35'11.08m

EL:50.82'15.49m

EL:54.43'16.59m

EXISTING BUILDING

EL:53.34'16.26m

EL:79.79'24.32m

EL:58.82'17.93m

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

EXISTING LANDSCAPING

EL:34.32'10.46m

EL:33.95'10.35m

EL:44.40'

13.53m

EL:34.58'10.54m

EL:35.65'10.86m

EL:50.82'15.49m

EL:54.43'16.59m

EL:53.34'16.26m

EL:79.79'24.32m

EL:58.82'17.93m

EL:44.65'13.61m

EXISTING BUILDING62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

P.L.

PROPOSEDCONCRETE BLOCKRETAINING WALL

NEW ASPHALT CURB

NEW ASPHALT SIDEWALK

LINE OF EXISTINGTOPOGRAPHY

A

A

B

B

C A

A

1

C

D

B

652 3 4

WATER ENTRY/MECH.

MACHINEROOM


34.70'

34.70'

34.64'

34.64'

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

PROPERTY LINE

PROPERTY LINE





BELLEVUE AVE

8'-4"

A

A

B

B

C A

A

A

B

B

C A


35721

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DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

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REV:

DRAWN BY:

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2 1/8" = 1'- 0"

Section A - Construction of Sales Centre

1 1/8" = 1'- 0"

Section A - Pre-Construction of Sales CentreSection A - Pre-Construction of Sales Centre

EL:34.32'10.46m

EL:33.95'10.35m

EL:45.00'13.72m

EL:45.83'13.97m

EL:44.48'13.56mEL:44.40'

13.53m

EL:34.58'10.54m

EL:36.35'11.08m

EL:50.82'15.49m

EL:54.43'16.59m

EXISTING BUILDING

EL:53.34'16.26m

EL:79.79'24.32m

EL:58.82'17.93m

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

EXISTING LANDSCAPING

EL:34.32'10.46m

EL:33.95'10.35m

EL:44.40'

13.53m

EL:34.58'10.54m

EL:35.65'10.86m

EL:50.82'15.49m

EL:54.43'16.59m

EL:53.34'16.26m

EL:79.79'24.32m

EL:58.82'17.93m

EL:44.65'13.61m


15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

P.L.


NEW ASPHALT CURB



A

A

B

B

C A

A

1

C

D

B

652 3 4

WATER ENTRY/MECH.

MACHINEROOM


34.70'

34.70'

34.64'

34.64'

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

PROPERTY LINE

PROPERTY LINE





BELLEVUE AVE

8'-4"

A

A

B

B

C A

A

A

B

B

C A


35721

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SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





2 1/8" = 1'- 0"


1 1/8" = 1'- 0"

Section A - Pre-Construction of Sales Centre



November 30th, 2015

PROPOSEDWORKING AREA


ASPHALTSIDEWALK


15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

D AC B

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

CDP.L.

28'-2

" TO

TO

P O

F R

OO

F

29'-8

" TO

TO

P O

F P

AR

AP

ET

AB

ROOF DROPPED CEILING TO SUITEHEIGHT - SEE INTERIORS

LIGHT BOX

VESTIBULE

2% SLOPE2% SLOPE

DWHT

CURTAIN WALLSYSTEM

CEDAR SOFFIT ENGINEEREDWOOD TRUSS

DWHT TANK.SEE MECH.

CONSTRUCTION HOARDING

TOP OF P2 PARKING SLAB


EL:34.69'10.57mEL:27.39'8.35m

EL:19.76'6.02m

ASPHALTSIDEWALK

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

D AC B

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

CDP.L.

28'-2

" TO

TO

P O

F R

OO

F

29'-8

" TO

TO

P O

F P

AR

AP

ET

AB


LIGHT BOX

VESTIBULE

2% SLOPE2% SLOPE

DWHT

CURTAIN WALLSYSTEM


DWHT TANK.SEE MECH.


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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Nilo

o Zi

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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





3 1/8" = 1'- 0"

Section A - Sales Centre Active - Pre-Demolition

4 1/8" = 1'- 0"

Section A - Sales Centre Active - Excavation

Section A Phasing





ASPHALTSIDEWALK


15'-1

1/2

"49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

62.87' T/O ROOF19.16m

15'-1

1/2

"49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

D AC B

62.87' T/O ROOF19.16m

15'-1

1/2

"49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

CDP.L.

28'-2

" TO

TO

P O

F R

OO

F

29'-8

" TO

TO

P O

F P

AR

AP

ET

AB


LIGHT BOX

VESTIBULE

2% SLOPE2% SLOPE

DWHT

CURTAIN WALLSYSTEM


DWHT TANK.SEE MECH.




EL:34.69'10.57mEL:27.39'8.35m

EL:19.76'6.02m

ASPHALTSIDEWALK

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

D AC B

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

CDP.L.

28'-2

" TO

TO

P O

F R

OO

F

29'-8

" TO

TO

P O

F P

AR

AP

ET

AB


LIGHT BOX

VESTIBULE

2% SLOPE2% SLOPE

DWHT

CURTAIN WALLSYSTEM


DWHT TANK.SEE MECH.


35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





3 1/8" = 1'- 0"


4 1/8" = 1'- 0"



November 30th, 2015

EL:35.50'10.82m

EL:36.32'11.07m

EL:37.07'11.30m

EL:44.16'13.46m

EL:44.45'13.55m

EL:44.45'13.55m

EL:50.26'

15.32m

EL:34.52'10.52m

EL:53.34'16.26m

EL:79.79'24.32m

EL:53.11'

16.19m

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.85'

17.94m

EXISTING BUILDINGEXISTING LANDSCAPING

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

EL:35.50'10.82m

EL:44.45'13.55m

EL:50.26'

15.32m

EL:34.52'10.52m

EL:53.34'16.26m

EL:79.79'24.32m

EL:53.11'

16.19m

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.85'

17.94m

EXISTING BUILDING

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"


NEW ASPHALT CURB




35721

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As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





2 1/8" = 1'- 0"

Section B - Construction of Sales Centre

1 1/8" = 1'- 0"

Section B - Pre-Contruction of Sales Centre

Section B Phasing

EL:35.50'10.82m

EL:36.32'11.07m

EL:37.07'11.30m

EL:44.16'13.46m

EL:44.45'13.55m

EL:44.45'13.55m

EL:50.26'

15.32m

EL:34.52'10.52m

EL:53.34'16.26m

EL:79.79'24.32m

EL:53.11'

16.19m

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.85'

17.94m

EXISTING BUILDINGEXISTING LANDSCAPING

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

EL:35.50'10.82m

EL:44.45'13.55m

EL:50.26'

15.32m

EL:34.52'10.52m

EL:53.34'16.26m

EL:79.79'24.32m

EL:53.11'

16.19m

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.85'

17.94m

EXISTING BUILDING

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"


NEW ASPHALT CURB




35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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ober

02,

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SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





2 1/8" = 1'- 0"


1 1/8" = 1'- 0"

Section B - Pre-Contruction of Sales Centre

Section B - Pre-Construction of Sales Centre



November 30th, 2015

A

A

B

B

C A

A

1

C

D

B

652 3 4

WATER ENTRY/MECH.

MACHINEROOM


34.70'

34.70'

34.64'

34.64'

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

PROPERTY LINE

PROPERTY LINE





BELLEVUE AVE

8'-4"

A

A

B

B

C A

EL:50.26'

15.32m

EL:53.11'

16.19m

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.85'

17.94m

EXISTING BUILDING

ASPHALT



SIDEWALK

D

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

AC B

12'

ROOF DROPPED CEILINGTO SUITE HEIGHT



3'

3'

DISPLAY SUITE 10'-0

1/2

"

CLE

AR

SU

ITE

HE

IGH

T

8' SALES CENTRE


DROPPED CEILING

VOID SPACE

2% SLOPE2% SLOPERD

1F945A

OD247T

D

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

AC B

12'




3'

3'

DISPLAY SUITE 10'-0

1/2

"

CLE

AR

SU

ITE

HE

IGH

T

8' SALES CENTRE


DROPPED CEILING

VOID SPACE

2% SLOPE2% SLOPERD

1F945A

OD247T

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.84'

17.93m

EL:25.38'

7.74m

EL:35.50'

10.82m EL:35.55'

10.84m

EL:22.04'

6.72m



ASPHALT SIDEWALK



35721

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SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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PM

by

Nilo

o Zi

aie

SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





3 1/8" = 1'- 0"

Section B - Sales Centre Active - Pre-Demolition

4 1/8" = 1'- 0"

Section B - Sales Centre Active - Excavation

Section B Phasing



A

A

B

B

C A

A

1

C

D

B

652 3 4

WATER ENTRY/MECH.

MACHINEROOM


34.70'

34.70'

34.64'

34.64'

0D170T

0D170T

0D170T

0D167

0D167

0D170T0D167

0D115

0D195

0D195

0D195

0D195

0D167

0D195

0D195 0D195

0D195

0D170T

0D115

0D115

OD167

0D195

1D120A

1D120A

1D120A

PROPERTY LINE

PROPERTY LINE





BELLEVUE AVE

8'-4"

A

A

B

B

C A

EL:50.26'

15.32m

EL:53.11'

16.19m

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.85'

17.94m

EXISTING BUILDING

ASPHALT



SIDEWALK

D

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

AC B

12'




3'

3'

DISPLAY SUITE 10'-0

1/2

"

CLE

AR

SU

ITE

HE

IGH

T

8' SALES CENTRE


DROPPED CEILING

VOID SPACE

2% SLOPE2% SLOPERD

1F945A

OD247T

D

P.L.

62.87' T/O ROOF19.16m

15'-1

1/2

"

49.83' LEVEL 0215.19m

13'-0

1/2

"

34.70' LEVEL 0110.58m

28'-2

"

AC B

12'




3'

3'

DISPLAY SUITE 10'-0

1/2

"

CLE

AR

SU

ITE

HE

IGH

T

8' SALES CENTRE


DROPPED CEILING

VOID SPACE

2% SLOPE2% SLOPERD

1F945A

OD247T

EL:56.00'

17.07m

EL:58.83'

17.93m EL:58.84'

17.93m

EL:25.38'

7.74m

EL:35.50'

10.82m EL:35.55'

10.84m

EL:22.04'

6.72m



ASPHALT SIDEWALK



35721

User

SC

As Noted

15/03/12


.----

DATENO. DESCRIPTION

REVISIONS

APPR

. . . .

A

B

C

D

A

B

C

D

SHEET TITLE

COPYRIGHT:

PROJECT NO:

REV:

DRAWN BY:

CHK'D BY:

PRIME CONSULTANT



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015

4:08

:58

PM

by

Nilo

o Zi

aie

SCALE:

DATE:

CLIENT

SEAL

PROJECT TITLE

SHEET NUMBER

SUB-CONSULTANT

ISSUES

DATENO. DESCRIPTION

OF1 3

. . .

. . .

. . .

. . .





3 1/8" = 1'- 0"


4 1/8" = 1'- 0"



November 30th, 2015

Landscape Plan

ID

ENTRANCE

UP

UP




Sales Centre

Proposed Parallel Parking Area For Sales Center

2000 LBS

1000 FPM

ELE

V. #3

1

2

3

4

5

6

18

20

mmmm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L

Existing Trees to be protected and retained. Refer to Tree Protection Plan and Arborists Report.

Construction Hoarding

Existing Sidewalk

1/16"=1'-0"DATE

SCALEJES14068

DRAWNPROJECT NUMBER

P 604.684.4611 F 604.684.0577 www.dkl.bc.ca

DURANTE KREUK LTD. LANDSCAPE ARCHITECTS

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

2015.10.30

North

LANDSCAPE PLANTING BELLEVUE SALES CENTRE

L08

BELLEVUE AVENUE

23RD STREET

MARINE DRIVE

Sodded Lawn

New Curb

PLANTING NOTES 1. All work shall meet or exceed the

requirements as outlined in the Current Edition of the B.C. Landscape Standard.

2. Plant sizes and related container

classes are specified according to the B.C. Landscape Standard, Current Edition. For container classes #3 and smaller, plant sizes shall be as shown in the plant list and the Standard; for all other plants, both plant size and container class shall be as shown in the plant list. Specifically, when the plant list call for #5 class containers, these shall be as defined in the BCNTA (ANSI) Standard.

3. All trees to be staked in accordance

with BCNTA Standards. 4. All planting to be irrigated with soaker

hose on a timer.

Fagus sylvatica 'Dawyckii'

Taxus media 'Hicksii' against Hoarding

Buxus microphylla 'Green Beauty'

Miscanthus 'Dixieland'

Cistus corbariensis

Liriope 'Silver Dragon'

New Concrete Sidewalk

Line of Future Parking below

Construction Hoarding

Taxus media 'Hicksii' against Hoarding

Lavandula Blue Cushion

sym qty botanical name common name size comments

Trees6 Fagus sylvatica ‘Dawyckii’ Upright European Beech B&B, 6cm cal. Uniform specimens

Shrubs, Grasses and GroundcoversShrubs, Grasses and Groundcovers104 Buxus m. ‘Green Beauty’ Green Beauty Boxwood #3 pot

C 34 Cistus corbariensis Rock Rose #3 potL 54 Lavandula ‘Blue Cushion’ Lavender #2 pot

161 Liriope ‘Silver Dragon’ Variegated Liriope #SP3 potm 88 Miscanthus ‘Dixieland’ Maiden Grass #3 pot

144 Taxus media ‘Hicksii’ Yew Hedge B&B 4’ ht.

PLANT LIST

IBI Group is a multi-disciplinary consulting organization offering services in four areas of practice: Urban Land, Facilities, Transportation and Systems.

We provide services from offices located strategically across the United States, Canada, Europe, the Middle East and Asia.

Bellevue | Sales Centre - West Vancouver...MARINE DRIVE 23RD ST IBI GROUP ARCHITECTS (Formerly...

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