Blood Alley Square/Trounce Alley Redesign · 2020. 8. 27. · Make sure to provide your feedback by...
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1 vancouver.ca/blood-alley-square Blood Alley Square/Trounce Alley Redesign Why are we here today? What are we doing today? In June 2016, we held series of kick-off events to introduce the Blood Alley Square/Trounce Alley Redesign Project. Over the past 10 weeks, the consultant team has been working with various departments from the City incorporating feedback from questionnaires, open houses and consultation with stakeholders. We now have two site design concepts and two case studies for solid waste management for you to review. • Summarizing feedback to date • Illustrating technical, engineering and design challenges • Identifying goals and objectives that inform the design • Introducing case studies to inform potential solid waste management strategies. Make sure to provide your feedback by filling out a questionnaire either here or online at vancouver.ca/blood-alley-square. What’s next after today? Input on the design concepts and case studies will help inform the detailed design and the solid waste management strategy. We will be hosting another open house in the new year to: • Illustrate a refined design concept; • Recommend strategies for improved solid waste management; • Explore opportunities for stewardship and local economic development. Contact the Project Manager and Neighbourhood Planner about the Redesign Tom Warren, Project Manager, Streets and Electrical Design Branch 604.873.7757 | [email protected] Helen Ma, Planner, Downtown Eastside Planning Group 604.873.7919 | [email protected] For more information: Phone 3-1-1 [email protected] Fill out the questionnaire online: vancouver.ca/blood-alley-square
Transcript of Blood Alley Square/Trounce Alley Redesign · 2020. 8. 27. · Make sure to provide your feedback by...
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Why are we here today?
What are we doing today?
In June 2016, we held series of kick-off events to introduce the Blood Alley Square/Trounce Alley Redesign Project.
Over the past 10 weeks, the consultant team has been working with various departments from the City incorporating feedback from questionnaires, open houses and consultation with stakeholders.
We now have two site design concepts and two case studies for solid waste management for you to review.
• Summarizing feedback to date• Illustrating technical, engineering and design challenges• Identifying goals and objectives that inform the design• Introducing case studies to inform potential solid waste
management strategies.
Make sure to provide your feedback by filling out a questionnaire either here or online at vancouver.ca/blood-alley-square.
What’s next after today? Input on the design concepts and case studies will help inform the detailed design and the solid waste management strategy. We will be hosting another open house in the new year to:
• Illustrate a refined design concept;• Recommend strategies for improved solid waste management;• Explore opportunities for stewardship and local economic development.
Contact the Project Manager and Neighbourhood Planner about the RedesignTom Warren, Project Manager, Streets and Electrical Design Branch
604.873.7757 | [email protected] Helen Ma, Planner, Downtown Eastside Planning Group
604.873.7919 | [email protected]
For more information: Phone 3-1-1
Fill out the questionnaire online: vancouver.ca/blood-alley-square
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Retail and commercial shops and restaurants on Carrall Street support street and alleyway vitality in Gastown. Trounce Alley (looking west) with Blood Alley Square to the left.
Wide sidewalks with mature street trees and lighting, and separate bike lane on the Carrall Street Greenway create a comfortable environment that encourages walking and cycling.
East Van Roasters, a social enterprise on Carrall Street, provides training and employment to women, while creating ‘bean-to-bar’ chocolate and coffee roasted and prepared locally.
Applicable Plan Policies:
6.2.2 Retain the predominant retail and commercial character with tourist-oriented goods and services, destination shops, boutiques, restaurants, and offices, and support a vibrant street life by retaining the character of the existing public realm.
• Rehabilitate Blood Alley Square/Trounce Alley, to improve the public realm, increase safety and introduce programming, with support for community stewardship as a shared space, including opportunities for the low-income community.
• Support the community in stewardship and programming of the Carrall Street Greenway and Blood Alley Square.
• Seek to improve walking and cycling connections to commercial areas and to other neighbourhood areas.
7.2 Ensure that all are welcomed in the programming of urban spaces—Identify important places and spaces and involve the local community in programming towards supporting the DTES identity.
• Reinforce and enhance the historic public realm—Recognizing the prevailing, and historically distinctive, public realm asset and strengthen through thoughtful improvements, programming and celebration.
The Downtown Eastside Plan (2014) provides a clear but flexible framework to guide positive change, development and public benefits in the Downtown Eastside over the next 30 years. The over-arching goal is to make the Downtown Eastside a more livable, safe and supportive place for all of its diverse residents.
Background Information
12.2.2 Reinforce and recognize the distinct identity of historic areas through streetscape treatments, design elements, and street furniture.
12.3.2 Improve signage and enhance the distinct identity of the historic area’s laneways as inviting pedestrian spaces.
12.3.3 Improve existing and explore new opportunities for community access and programming in plazas, squares, and gathering spaces.
12.3.4 Encourage community stewardship and programming of plazas and green spaces.
12.3.5 Ensure plazas and gathering spaces have infrastructure, (e.g. water, power, lighting, grey water disposal, and storage) to support community programming, and stewardship for all types of community events.
13.1.1 Identify, preserve and improve places with social and cultural meaning to the community.
15.4.1 Encourage stewardship of trees, green spaces and green storm water infrastructure, e.g. rain gardens, and bioswales. Plant shade trees where appropriate and species that are hardy to changing climate conditions.
16.1.1 Pursue opportunities for additional drinking fountains or bottle filling stations when opportunities arise.
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Blood Alley Square/Trounce Alley Statement of Significance (October 2010, commissioned by City of Vancouver)
• A Statement of Significance (SOS) explains the historic importance of Blood Alley Square and Trounce Alley, and identifies the critical elements that define the area
• This report includes recommendations for conservation work needed to maintain the character of Blood Alley
Square / Trounce Alley
(February 2015, commissioned by the Gastown BIA)
(October 2005, commissioned by the Gastown BIA)
(Development Application DE419722)
• The proposed redevelopment could present new opportunities to make the square even more vibrant and
welcoming. For example, it could add new businesses fronting Blood Alley Square to further activate the space.
• To better manage the use of the square, any activities held by the businesses on City-owned property require permits, e.g. special events permits, patio permits, etc.
Public Realm Vision Summary
33 W Cordova Redevelopment (Stanley New Fountain Site)
Business Plan for the Dumpster-Free Alley Pilot Project
• The report envisions Blood Alley to be “a model project for creating a more sustainable, pedestrian-friendly public realm. This model could also incorporate innovative approaches to
dealing with garbage / recycling.”
• Businesses and residents have long advocated for alternative ways to manage commercial waste and recycling in Gastown to activate alleyways as pedestrian spaces.
• This report proposed a plan to eliminate commercial waste containers (dumpsters) from the alley.
vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
An open-air performance of Handel’s Messiah by the Vancouver’s Bach Choir attracted 400 people from a diverse background to Blood Alley Square, November 2001
Studies and Projects Informing the Redesign
Social Impact ObjectivesThe Social Impact Objectives guide and manage change and development in the neighbourhood. These objectives seek to:
• Ensure developments and businesses fit the DTES neighbourhood context, offer needed, locally-serving uses, and do not significantly exclude or negatively impact the low-income community.
• Encourage a wide range of housing options in the neighbourhood, with particular focus on new social and affordable housing for the homeless and other low- and moderate-income singles and families.
• Ensure diverse development that is respectful of heritage assets, surrounding scale, urban pattern, and social and community context.
• Improve the overall quality, accessibility and inclusiveness of the public realm in the DTES, recognizing the uniqueness of each sub-area.
• Retain, preserve and celebrate local heritage, arts and culture for all.
• Maintain the diversity of existing businesses and commercial uses and support affordable commercial spaces for social enterprises, micro enterprises and small businesses providing low-cost goods and services for residents.
• Encourage the use of local goods and services in the construction, operation and maintenance of the proposed development or business.
• Encourage local and inclusive hiring in the construction, operation and maintenance phases of the improvement and the strengthening of social and micro economies.
• Maintain adequate health and social services within the community, as well as community amenity and gathering spaces to serve the needs of the diverse local population.
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Blood Alley Square/Trounce Alley construction, Aug/Sep 1973 (T. Sebastian)
Granite herringbone paving, bollards and permanent tree planters after completion, 1975. Porte cochère (covered connection) and storefronts facing Blood Alley Square, 1975.
Trounce Alley (looking west) before Blood Alley Square was created
History of Blood Alley Square and Trounce AlleyAs Vancouver’s first neighbourhood, Gastown is a National Historic Site and has long been recognized for its historic value and rich architectural character. Blood Alley Square and Trounce Alley are an important part of Gastown. Trounce Alley was established in 1870 when the Old Granville Townsite was surveyed and is one of the oldest original roadways in Vancouver. As the Townsite grew, Trounce Alley became an important access route to the buildings fronting Water and Cordova Streets in the 1920s and 1930s.
Blood Alley Square is a significant open space abutting Trounce Alley, and the Stanley/New Fountain Hotels. In 1971, in an effort to create pedestrian spaces in the centre of Gastown, the City of Vancouver purchased the rear 40-foot portion of the Stanley/New Fountain Hotels lot. The existing garages were demolished and construction of the Square began in 1972. It was named Blood Alley Square that same year.
A heritage consultant has been engaged to confirm the historically significant elements and materials that should be retained or re-purposed such as the red brick and granite cobblestones, the iconic dragon head light standards, and the now mature trees.
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
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Project Overview
Where are we now?
Background Blood Alley Square is a public space in the heart of Gastown, adjacent to Trounce Alley. The cobblestones, narrow lane, streetlights and brick buildings bring a sense of character unlike anywhere else in the city. The Square is cherished by residents, businesses and community groups alike.
Project Design Goals and Objectives:
The redesign will be guided by the nine social impact objectives in the Downtown Eastside Plan to ensure it is inclusive and welcoming to all community members. With these objectives in mind, the consultant team has developed the following design goals:
Project Area
• Conservation and / or reinterpretation of important heritage characteristics• Retention of mature existing trees where possible• Creation of a stewardship plan that brings residents, businesses and community together
to create economic opportunities for all• Accommodation of shared loading for residents and businesses• Opportunities for diverse activities and events within the Square• Improved function of solid waste management for all residents and businesses• Stronger connection between the Square and adjacent developments, including 33 W
Cordova• Creation of an urban space that is diverse, dynamic and welcoming
*Updated to take into account the feedback from Kick-off events in June.
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Your feedbackA total of 175 people attended the two kick-off events and 253 questionnaires were completed.
June 1, 2016- Kick off Event
What we heard in June...
92% thought the conservation of trees and planters on the site was important, though many respondents commented the planters are not important or should be updated.
Seating opportunities were the top amenity desired for the Square.
Pedestrian
activities:Place to sit, socialize, and shop were identified as priorities for the site.
68% support ensuring the redesign offered community amenity and gathering spaces for the diverse local population.
64% of respondents were dissatisfied with waste management in the Square and Alley.
“Clean up and security are most needed. Space can look great but if people do not feel comfortable in it, they will continue to
stay away.”
“As long as it is tasteful and of relevance to the neighbourhood - weaving historical and contemporary culture
together.”
“Blood Alley is a very important space to Vancouver. It has the potential to be a human-scale laneway. Cities all over the world have used alleys as spaces for people to live and
interact”
“Make the space friendly, make it clear to all that they don’t need to purchase anything to enjoy space. Make it family friendly to animate space and make it safer
for everyone”
84% of respondants support a stronger connection between the square and the 33 W Cordova redevelopment.
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Concept 1 Concept 2
Site AnalysisThe design process begins with a careful site analysis to understand the important elements - the “design drivers” which govern the process. The “design drivers” do not change; they are the elements that transcend the design .
HeritageHeritage elements have been identified and will be restored, or re-purposed to provide a new use or arrangement.
Tree retentionTrees are a vital component of the form and character of the square and will be retained where possible. Those that are affected by construction will be replaced with large specimen trees.
CirculationSite circulation and connectivity has been carefully studied. The design will create safe connections between Blood Alley Square and adjacent developments.
33 West CordovaIt will be important to resolve the differences in heights between the Cordova site and the Square that makes the space more comfortable, safe and inviting.
Project Site
Prominent Building
Translink Bus Stop
Loading Class 1
Accessibility Stop
Loading Stop
Loading and Accessibility Stop
Bike Path
Pedestrian Path
Loading Class 2
Translink Bus Path
Cyclist Path
Accessibility Path
L0.5Site Analysis - Circulation
ABBOTT STREET
CARRALL STREET
WATE
R ST
REET
WES
T CO
RDO
VA S
TREE
T
The Garage
Alhambra
Lore Krill Housing Co-operative
33 Cordova (New Development)
Blood Alley Square
Trounce Alley
Blood AlleyBlood Alley Square16061Client Review
Vancouver
August, 2016202—175 East Broadway, Vancouver, British Columbia, V5T 1W2, www.ennsgauthier.com
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Project Site
Prominent Building
Building Footprint
Gear
Lights
Cobblestone
Stair Rail
Stair
Brick
L0.7Site Analysis - Heritage Elements
WATE
R ST
REET
WES
T CO
RDO
VA S
TREE
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The Garage
Trounce Alley
Alhambra
Lore Krill Housing Co-operative
Blood Alley Square
WES
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VA S
TREE
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WATE
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REET
33 Cordova (New Development)
Blood AlleyBlood Alley Square16061Client Review
Vancouver
August, 2016202—175 East Broadway, Vancouver, British Columbia, V5T 1W2, www.ennsgauthier.com
N
Healthy Tree
Unhealthy Tree
Loading, Commercial(Class B)
Loading, Passenger(Class A)
Project Site
Prominent Building
Translink Bus Stop
Loading Class 1
Accessibility Stop
Loading Stop
Loading and Accessibility Stop
Bike Path
Pedestrian Path
Loading Class 2
Translink Bus Path
Cyclist Path
Accessibility Path
L0.5Site Analysis - Circulation
ABBOTT STREET
CARRALL STREET
WATE
R ST
REET
WES
T CO
RDO
VA S
TREE
T
The Garage
Alhambra
Lore Krill Housing Co-operative
33 Cordova (New Development)
Blood Alley Square
Trounce Alley
Blood AlleyBlood Alley Square16061Client Review
Vancouver
August, 2016202—175 East Broadway, Vancouver, British Columbia, V5T 1W2, www.ennsgauthier.com
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+5.10m
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+5.50m
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+5.10m+6.05m
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Concept Design - #1 - Open Square
Concrete bench and seating area
Start of elevated Alley “plaza”
New large tree
Timber deck for restaurant patio
Accessible ramp up to 33 W Cordova(re-use of heritage red brick pavers) Shared commercial loading
space
Re-use of red brick pavers in original layout
Start of elevated Alley “plaza”
Utility service area for neighbourhood
Re-use of heritage cobblestones in square
Crosswalk connection to Gaoler’s Mews
Eight steps to connect to 33 W Cordova
Expanded planter area to maintain health of trees
Iron drain for tree health
Globe lights
Re-use of cobblestones throughout the Square
Porte cochère (covered connection) to Cordova Street
Re-use of heritage cobblestones along extent of Trounce Alley to Alhambra building
Access for 57 W Cordova
Two shared passenger loading stallsBollards
Timber deck for seating or performance
Concrete benches double as traffic calming
This concept emphasizes the heritage qualities of the space. The redesign of the square retains much of its original spatial arrangement. The original red brick paving has been maintained, most of the trees have been retained and the cobble has been re-set in a linear fashion.
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0.2
1
0.10
3.63
3.66
3.43
0.0
1C
LE
AR
0.0
0
0.06OVER
0.10CLEAR
0.05OVER
0.06OVER
3.68
3.64
2.7
6
0.0
0
0.0
1C
LE
AR
EX
TE
NT
OF
AT
TA
CH
ED
CA
NO
PY
0.54OVER
3.34
3.34
3.44
BLO
OD
ALLE
Y S
QU
AR
E
TR
OU
NC
E A
LLE
Y
10.6
45 P
L2
0.1
05 P
L2
0.1
05 P
L1
2.1
80 P
L
28.146 PL
12.1
71 P
L2
0.0
96 P
L2
0.0
96 P
L1
0.6
45 P
L
28.085 PL
28.096 PL
28.115 PL
28.134 PL
FU
RT
HE
ST
AP
PA
RE
NT
EX
TE
NT
OF
TY
PIC
AL C
OR
NIC
E
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
WE
ST
CO
RD
OV
A S
TR
EE
T
2 S
T O
R E
Y B
U I L
D I N
G
3 S
T O
R E
Y B
U I L
D I N
G
P L
A N
1 6
8
0.00
0.00
0.04CLEAR
LIN
E O
F B
RIC
K C
OLU
MN
S
CR
OW
N O
F R
OA
D
DØ
:0.4
3
DØ
:0.4
3
DØ
:0.5
2
DØ
:0.6
4
DØ
:0.4
3
PØ
:0.2
1
RO
CK
WA
LL
BRICKRAM
P
BRIC
KRA
MP
BRICK
RAM
PD
Ø:0
.43
DØ
:0.4
3
LA
ND
ING
BA
LC
ON
YB
ALC
ON
Y
RO
CK
WA
LL
BR
ICK S
TE
PS
BR
ICK S
TE
PS
EDG
E OF BRIC
K
ED
GE
OF B
RIC
K
PLA
NT
ER
PLAN
TER
PLAN
TER
CON
CRETESTEPS
CONCRETE
STEPS
ST
ON
E W
ALL
"G
AR
AG
E" B
UIL
DIN
G"
ALH
AM
BR
A"
BU
ILD
ING
BU
ILD
ING
OU
TLIN
E
BU
ILD
ING
OU
TLIN
E
"T
ER
MIN
US
" B
UIL
DIN
G
LANDING
STON
E WALL
DØ
:0.4
6
CO
NC
RE
TE
ST
EP
S
BU
ILD
ING
OU
TLIN
E
ED
GE
OF B
RIC
K
ED
GE
OF B
RIC
K
CR
OW
N O
F A
SP
HA
LT
RO
AD
DØ
:0.1
5D
Ø:0
.05
DØ
:0.3
3D
Ø:0
.16
DØ
:0.2
2
6.32
PP
AB
AN
DO
NE
D
DØ
:0.2
2D
Ø:0
.22
DØ
:0.2
7
6.15
DØ
:0.1
1D
Ø:0
.27
DØ
:0.0
5
DØ
:0.2
5
6.31
MH
HY
DR
O
HY
DR
O
MAIN FLOOR
ELEVATION
4.54
CB
WO
OD
HO
AR
DIN
G
WOOD HOARDING
DØ
:0.1
3
HY
DR
O
VA
ULT
HY
DR
O
VA
ULT
HY
DR
OH
YD
RO
TE
L
HY
DR
O
HY
DR
OH
YD
RO
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OVERHEAD WIRE
OVERHEAD WIRE
OVERHEAD WIRE
LE
TD
OW
NLE
TD
OW
N
GU
TT
ER
CU
RB
(OH
W)
(OH
W)
(OH
W)
5.60
0.03OVER
ST
EP
S
CO
NC
RE
TE
4.60
LS
TE
L
PLA
NT
ER
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
4.96B
(W)
PLAN
TER
(W)
(W)
(W)
4.85
BCON
CRETESTEPS
ROCK WALL
(W)
G
PLA
N
EAST 26' OF 14PLA
N 1
68
5.79
6.38
B
PLA
N 1
07
53
ST
RA
TA
PLA
NLM
S738
ST
RA
TA
PLA
N
BC
S3
22
9
ST
RA
TA
PLA
N
BC
S3
64
7
Z
PLA
N B
CP
29042
A
RE
F P
LA
N 1
45
7
EAST PART OF 1
RE
F P
LA
N 1
32
Rem 13
E 1/24W 1/24
5REM E 1/36
SEWER BOX
PLA
N 1
68
10
5°3
8'3
7"
LIN
E O
F B
RIC
K C
OLU
MN
S
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
15° 44' 41"
15° 47' 51"
10
5° 4
1' 5
6"
10
5° 3
8' 3
7"
6.24
GC
CARRALL STREET
B
PLA
N B
CP
27174
BU
ILD
ING
OU
TLIN
E
BU
ILD
ING
OU
TLIN
E
LM
P4
72
32
STRATA PLAN BCS4367
5.73
LO
T A
RE
A:
29
9.0
m2
LO
T A
RE
A:
56
4.9
m2
LO
T A
RE
A:
56
5.3
m2
LO
T A
RE
A:
34
2.6
m2
5.12
4.92
6.41
EL. B
OT
TO
M
OF K
IOS
K:5.2
4
EL. T
OP O
F
KIO
SK
:6.14
GRO
UN
D
GRO
UND
DOOR
OPENING
DOOR
OPENING
ELE
VA
TIO
N D
OO
R S
ILL:6
.45
ELE
VA
TIO
N T
OP O
F D
OO
R O
PE
NIN
G:8
.50
KIOSK
4.31
5.93
4.64
4.68
4.52
4.44
4.59
4.694.59
4.394.21
4.27 4.09
5.46
CN
*
5.595.90
7.55
5.91
CN
*
5.486.03
6.41
5.63
CN
*
5.70
6.00
5.23
5.07
25.5125.29
5.07
5.93
CN
*
25.46
4.44
5.24
5.02
4.88
4.17
MO
N
4.79
5.99
6.21
6.31
6.47
5.93
6.01
6.00
4.96
4.98
4.73
4.79
4.83
6.26
6.08
5.96
5.98
6.42
6.08
5.95
4.79
4.8
2
4.85
4.8
34.8
34.7
6
4.79
4.7
94.7
84.7
7
5.12
6.0
56.0
96.1
36.1
76.2
06.2
66.3
16.3
26.3
46.4
06.3
7
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
826
827 828
829
830
831
832
833
834
835
836
837
838
839
843
844
845
846
847
848
849
850
852
853
854
855
856
857
858
859
860
861
862
863
866867
12.5
8
11.7
6(O
HW
)
11.7
8(O
HW
)
12.3
5
12.4
211.4
5(O
HW
)
11.4
6(O
HW
)
12.14(OHW)
11.5
1(O
HW
)
11.5
3(O
HW
)
12.19(OHW)
6.08
6.04
5.99
5.95
5.89
5.87
5.82
5.79
6.20
6.21
6.24
6.27
6.32
6.37
6.42
6.44
6.22
6.22
6.08
6.04
5.98
5.93
5.85
6.03
6.02
6.1
46.2
16.3
06.3
46.3
86.4
3
6.52
6.39
6.36
6.31
6.20
6.14
6.13
6.06
5.99
5.98
5.99
5.92
PM
5.92
5.93
LS
5.92
5.96
PM
6.00
LS
6.02
6.02
PM
6.05
6.14
LS
6.09
PM
6.17
6.14
6.15
6.15
6.41
6.43
6.17
6.40
6.33
6.29
PM
6.26
EB
6.29
WM
6.26
6.22
FH
6.22
LS
6.02
6.00
6.22
6.27
6.13
WV
6.02
LS
6.41
6.28
6.27WV
6.20WV
6.15
WV
6.11
WV
5.74WV
5.92
LS
5.93
PM
5.93
6.00 WM
5.93LS
5.96
PM
6.02
6.05
LS
6.05
PM
6.10
6.12
PM
6.18
LS
6.21
PM
6.31
WM
6.26
6.25
LS
6.28
PM
6.32
6.39
WM
6.37
LS
6.38
PM
6.42
6.23
MH
6.46
5.70
CB
5.73
6.08
6.11
5.97
1016
1017
1018
1019
4.81
4.86
5.05
5.03
4.66
4.674.67
4.644.66
4.64
4.86MH
4.99MH
5.04LS
4.63
CB
4.80
MH
4.80MH
5.0
4M
H
4.90
CB
1039
1040
1041
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
10721
073
1074
1075
1076
1077
1078
1079
1080
1081
1082
1083
1084 1
085
1087
1088
1089
1090
1091
1092
1093
1094
1095
1096
1097
1098
1099
1100
1101
1102
1103
1104
1105
1106
1107
1108
1109
1110
1111
1112
1113
1114
1116
1117
1118
1119
1120
1121
1122
1123
1124
4.87
4.99
4.85
4.95
4.75
4.73
4.82
4.87
4.83
4.82
4.95
MH
4.86MH
4.96
MH
4.96
MH
4.78
4.99
4.87
4.86
4.85
4.85
4.96
LS
4.90
LS
4.88LS
4.93
4.98
4.97
4.74
4.84
4.81
4.82
4.78
4.88
4.93
4.97
5.01
4.87
4.86
4.89
4.94
4.94
4.96
4.98
5.04
5.07
4.64
4.60
4.66
4.64
4.82
4.88
4.95
4.99
4.64
4.62
4.65
4.66
5.09
5.09
5.08
5.1
0
5.09(W)
5.12
5.07
5.11
5.10
5.07
5.09
5.09 5.16
5.14
5.18
5.16
4.84
6.93
6.93
6.94
6.94
7.66
7.655.13
5.09
4.87
4.875.0
0(W
)
5.03
4.90
4.63
4.63
4.55
4.59
4.67
4.71
4.69
4.69
4.57
4.56
CB
4.72MH
5.04
4.91
5.07
4.64
4.6
2
4.71
4.70
4.98
4.97
4.66
4.68
5.05
4.94
4.96
4.96
5.03
MH
5.01
MH
5.33
5.34
5.30
5.32
5.26(W
)
5.13
5.11
5.13(W) 5.16
5.43
5.01
5.08
4.5
9
4.62
5.69
5.70
5.71
5.72
7.68
7.68
5.70
5.27(W)
5.05(W)
5.00(W)
5.0
5(W
)
4.63
4.64
4.70
4.76
5.10
5.14
5.07
GV
5.21
MH
5.02
GV
5.10
MH
5.04
MH
5.01
5.15
5.05
4.96
5.00
5.04
4.99
5.03
5.03
5.10
5.07
5.06 5.03
5.06
5.08
5.29(W)
5.32(W)
5.38
5.36
5.38
5.35
5.3
9(W
)
5.73(W)
5.72(W)
5.7
5(W
)
5.77(W)
5.4
1
5.07
4.63
4.76
4.87
4.84
4.93
5.14
5.15
5.14
4.90
4.8
2
5.17
5.18
5.19
5.14
4.84
6.42
4.8
45.5
6
5.5
5
5.7
27.49
7.495.7
2
5.7
3
5.7
3
4.8
4
4.8
2
4.93
4.74
4.65
4.68
4.76
4.76
4.71
5.12
5.10
GU
TT
ER
CU
RB
GU
TT
ER
CU
RB
Re
m 1
4
Re
m 1
3
Re
m 1
2R
em
11
0.9
22
9.7
60.0
6
24.47
9.5
49.9
51
1.2
3
24.44
8.9
62
0.5
5
24.41
3.8
5
0.11
2.1
5
0.11
0.6
5
2.1
36.0
3
0.20
0.6
4
12.4
6
0.10
3.0
4
0.6
3
0.20
0.110.5
1
0.2
1
0.10
3.63
3.66
3.43
0.0
1C
LE
AR
0.0
0
0.06OVER
0.10CLEAR
0.05OVER
0.06OVER
3.68
3.64
2.7
6
0.0
0
0.0
1C
LE
AR
EX
TE
NT
OF
AT
TA
CH
ED
CA
NO
PY
0.54OVER
3.34
3.34
3.44
BLO
OD
ALLE
Y S
QU
AR
E
TR
OU
NC
E A
LLE
Y
10.6
45 P
L2
0.1
05 P
L2
0.1
05 P
L1
2.1
80 P
L
28.146 PL
12.1
71 P
L2
0.0
96 P
L2
0.0
96 P
L1
0.6
45 P
L
28.085 PL
28.096 PL
28.115 PL
28.134 PL
FU
RT
HE
ST
AP
PA
RE
NT
EX
TE
NT
OF
TY
PIC
AL C
OR
NIC
E
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
WE
ST
CO
RD
OV
A S
TR
EE
T
2 S
T O
R E
Y B
U I L
D I N
G
3 S
T O
R E
Y B
U I L
D I N
G
P L
A N
1 6
8
0.00
0.00
0.04CLEAR
LIN
E O
F B
RIC
K C
OLU
MN
S
CR
OW
N O
F R
OA
D
DØ
:0.4
3
DØ
:0.4
3
DØ
:0.5
2
DØ
:0.6
4
DØ
:0.4
3
PØ
:0.2
1
RO
CK
WA
LL
BRICKRAM
P
BRIC
KRA
MP
BRICK
RAM
PD
Ø:0
.43
DØ
:0.4
3
LA
ND
ING
BA
LC
ON
YB
ALC
ON
Y
RO
CK
WA
LL
BR
ICK S
TE
PS
BR
ICK S
TE
PS
EDG
E OF BRIC
K
ED
GE
OF B
RIC
K
PLA
NT
ER
PLAN
TER
PLAN
TER
CON
CRETESTEPS
CONCRETE
STEPS
ST
ON
E W
ALL
"G
AR
AG
E" B
UIL
DIN
G"
ALH
AM
BR
A"
BU
ILD
ING
BU
ILD
ING
OU
TLIN
E
BU
ILD
ING
OU
TLIN
E
"T
ER
MIN
US
" B
UIL
DIN
G
LANDING
STON
E WALL
DØ
:0.4
6
CO
NC
RE
TE
ST
EP
S
BU
ILD
ING
OU
TLIN
E
ED
GE
OF B
RIC
K
ED
GE
OF B
RIC
K
CR
OW
N O
F A
SP
HA
LT
RO
AD
DØ
:0.1
5D
Ø:0
.05
DØ
:0.3
3D
Ø:0
.16
DØ
:0.2
2
6.32
PP
AB
AN
DO
NE
D
DØ
:0.2
2D
Ø:0
.22
DØ
:0.2
7
6.15
DØ
:0.1
1D
Ø:0
.27
DØ
:0.0
5
DØ
:0.2
5
6.31MH
HY
DR
O
HY
DR
O
MAIN FLOOR
ELEVATION
4.54
CB
WO
OD
HO
AR
DIN
G
WOOD HOARDING
DØ
:0.1
3
HY
DR
O
VA
ULT
HY
DR
O
VA
ULT
HY
DR
OH
YD
RO
TE
L
HY
DR
O
HY
DR
OH
YD
RO
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OVERHEAD WIRE
OVERHEAD WIRE
OVERHEAD WIRE
LE
TD
OW
NLE
TD
OW
N
GU
TT
ER
CU
RB
(OH
W)
(OH
W)
(OH
W)
5.60
0.03OVER
ST
EP
S
CO
NC
RE
TE
4.60
LS
TE
L
PLA
NT
ER (W
)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
4.96B
(W)
PLAN
TER
(W)
(W)
(W)
4.85
BCON
CRETESTEPS
ROCK WALL
(W)
G
PLA
N
EAST 26' OF 14PLA
N 1
68
5.79
6.38
PLA
N 1
07
53
ST
RA
TA
PLA
NLM
S738
ST
RA
TA
PLA
N
BC
S3
22
9
ST
RA
TA
PLA
N
BC
S3
64
7
Z
PLA
N B
CP
29042
A
RE
F P
LA
N 1
45
7
EAST PART OF 1
RE
F P
LA
N 1
32
Rem 12
E 1/24W 1/24
5REM E 1/36
SEWER BOX
PLA
N 1
68
10
5°3
8'3
7"
LIN
E O
F B
RIC
K C
OLU
MN
S
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
15° 44' 41"
15° 47' 51"
10
5° 4
1' 5
6"
10
5° 3
8' 3
7"
6.24
GC
CARRALL STREET
B
PLA
N B
CP
27174
A
BU
ILD
ING
OU
TLIN
E
BU
ILD
ING
OU
TLIN
E
LM
P4
72
32
STRATA PLAN BCS4367
5.73
LO
T A
RE
A:
299.0
m2
LO
T A
RE
A:
56
4.9
m2
LO
T A
RE
A:
56
5.3
m2
LO
T A
RE
A:
34
2.6
m2
5.12
4.92
6.41
EL. B
OT
TO
M
OF K
IOS
K:5.2
4
EL. T
OP O
F
KIO
SK
:6.14
GRO
UN
D
GRO
UND
DOOR
OPENING
DOOR
OPENING
ELE
VA
TIO
N D
OO
R S
ILL:6
.45
ELE
VA
TIO
N T
OP O
F D
OO
R O
PE
NIN
G:8
.50
KIOSK
Sta
ff R
oo
m
EN
TR
YB
AT
H
UP
DN
UP
DN
PE
- 0
4
Elevator Lobby
Co
rrid
or
SO
CIA
L H
OU
SIN
G
PL
AN
- B
1S
UIT
E 2
02
42
8 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 2
03
37
5 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 2
05
42
2 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 2
06
42
2 s
f -
ST 1
BA
PL
AN
- D
1S
UIT
E 2
07
62
8 s
f -
1 B
D 1
BA
PL
AN
- H
1S
UIT
E 2
18
41
0 s
f -
1 B
D 1
BA
PL
AN
- B
1S
UIT
E 2
21
42
5 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
20
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
19
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
18
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
17
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
16
42
3 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
11
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 2
10
42
2 s
f -
ST 1
BA
PL
AN
- F
1S
UIT
E 2
09
38
0 s
f -
ST 1
BA
PL
AN
- E
1S
UIT
E 2
08
38
5 s
f -
ST 1
BA
PL
AN
- G
1S
UIT
E 2
12
41
0 s
f -
ST 1
BA
Kit
chen
En
try
UPDN
UP DN
ELEC
MECH
PE
- 0
1F
IRE
PE
- 0
2
ELEC
ME
CH
Co
rrid
or
PE
- 0
3
EL
EC
RO
OF D
EC
KR
OO
F D
EC
KR
OO
F D
EC
KR
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F D
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K
EX
IST
ING
WA
LL
RO
OF
DE
CK
RO
OF
DE
CK
RO
OF
DE
CK
RO
OF
DE
CK
RO
OF
DE
CK
RO
OF
DE
CK
RO
OF
DE
CK
ADJACENT BUILDING(4 STOREYS)
LIN
E O
F B
UIL
DIN
G A
BO
VE
RO
OF
RO
OF
DE
CK
RO
OF
DE
CK
RO
OF
DE
CK
T.O.W
.+12.50mT.
O.W
.
+12.
50m
PL
AN
- G
1S
UIT
E 2
13
37
3 s
f -
ST 1
BA
PL
AN
- G
1S
UIT
E 2
14
38
0 s
f -
ST 1
BA
PL
AN
- G
1S
UIT
E 2
15
41
0 s
f -
ST 1
BA
Am
enit
y S
pac
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23
0sf BC
Ho
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ng
Am
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y R
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eck
W
Lau
nd
ry
PL
AN
- C
1'S
UIT
E 2
04
37
5 s
f -
ST 1
BA
PL
AN
- A
1S
UIT
E 2
01
49
8 s
f -
1 B
D 1
BA
W
FD
Off
ice
FD
Sto
rag
e
Nu
rse
Sta
tio
n
M.
T.O
.W.
+12.
50m
TO
BE
UP
DA
TE
D
UP
DN
UP
DN
PE
- 0
4
Ele
vato
r L
ob
by
EX
IST
ING
WA
LL
OP
EN
TO
BE
LO
W OP
EN
TO
BE
LO
W
OPEN TO BELOW
PL
AN
- A
1S
UIT
E 3
01
56
5 s
f -
1 B
D 1
BA
PL
AN
- B
1S
UIT
E 3
02
44
0 s
f -
ST 1
BA
P
LA
N -
C1'
SU
ITE
30
3
39
0 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 3
04
39
0 s
f -
ST 1
BA
P
LA
N -
C1'
SU
ITE
30
5
37
5 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 3
06
42
2 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 3
07
42
2 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 3
12
42
2 s
f -
ST 1
BA
PL
AN
- C
1'S
UIT
E 3
13
42
2 s
f -
ST 1
BA
PL
AN
- D
1S
UIT
E 3
14
62
8 s
f -
1 B
D 1
BA
PL
AN
- H
1S
UIT
E 3
29
41
0sf -
1 B
D 1
BA
PL
AN
- B
1'S
UIT
E 3
28
42
5 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
27
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
26
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
25
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
24
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
23
42
3 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
18
42
2 s
f -
ST 1
BA
PL
AN
- C
1S
UIT
E 3
17
42
2 s
f -
ST 1
BA
PL
AN
- F
1S
UIT
E 3
16
38
0 s
f -
ST 1
BA
PL
AN
- E
1S
UIT
E 3
15
38
5 s
f -
ST 1
BA
PL
AN
- J
1S
UIT
E 3
19
41
0 s
f -
ST 1
BA
PL
AN
-J1
'S
UIT
E 3
08
38
7 s
f -
ST 1
BA
P
LA
N -
K1'
SU
ITE
30
9
38
0 s
f -
ST 1
BA
PL
AN
- K
1'S
UIT
E 3
10
38
0 s
f -
ST 1
BA
P
LA
N -
J1'
SU
ITE
31
1
38
7 s
f -
ST 1
BA
PL
AN
- K
1S
UIT
E 3
20
37
3 s
f -
ST 1
BA
PL
AN
- K
1S
UIT
E 3
21
38
0 s
f -
ST 1
BA
PL
AN
- J
1S
UIT
E 3
22
41
0 s
f -
ST 1
BA
PE
- 0
3
EL
EC
ADJACENT BUILDING(4 STOREYS)
T.O.W
.+15.73m
T.O.W
.+15.73m
FD
Co
rrid
or
M.
N
62
m
11m7m8m2m3m
31m
28m
11m7m8m2m3m
31m
28m
5m
5m
5m
5m
1m
6m
6m
6m
6m
1m
5m
5m
6m
62
m
5m
5m
5m
5m
1m
6m
6m
6m
6m
1m
5m
5m
6m
Salt Tasting Room
Gringo
Parking
MeeT in Gastown
Tacofino
L'abbattoir Resraurant
To inner courtyard
To Gaoler's Mews
BIKE LANE
BIKE LANE
4.31
5.93
4.64
4.68
4.52
4.44
4.59
4.694.59
4.394.21
4.27 4.09
5.46CN
*
5.595.90
7.55
5.91
CN
*
5.486.03
6.41
5.63CN
*
5.70
6.00
5.23
5.07
25.5125.29
5.07
5.93
CN
*
25.46
4.44
5.24
5.02
4.88
4.17
MO
N
4.79
5.99
6.21
6.31
6.47
5.93
6.01
6.00
4.96
4.98
4.73
4.79
4.83
6.26
6.08
5.96
5.98
6.42
6.08
5.95
4.79
4.8
2
4.85
4.8
34.8
34.7
6
4.79
4.7
94.7
84.7
7
5.12
6.0
56.0
96.1
36.1
76.2
06.2
66.3
16.3
26.3
46.4
06.3
7
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
826
827 828
829
830
831
832
833
834
835
836
837
838
839
843
844
845
846
847
848
849
850
852
853
854
855
856
857
858
859
860
861
862
863
866
867
12.5
8
11.7
6(O
HW
)
11.7
8(O
HW
)
12.3
5
12.4
211.4
5(O
HW
)
11.4
6(O
HW
)
12.14(OHW)
11.5
1(O
HW
)
11.5
3(O
HW
)
12.19(OHW)
6.08
6.04
5.99
5.95
5.89
5.87
5.82
5.79
6.20
6.21
6.24
6.27
6.32
6.37
6.42
6.44
6.22
6.22
6.08
6.04
5.98
5.93
5.85
6.03
6.02
6.1
46.2
16.3
06.3
46.3
86.4
3
6.52
6.39
6.36
6.31
6.20
6.14
6.13
6.06
5.99
5.98
5.99
5.92
PM
5.92
5.93
LS
5.92
5.96
PM
6.00
LS
6.02
6.02
PM
6.05
6.14
LS
6.09
PM
6.17
6.14
6.15
6.15
6.41
6.43
6.17
6.40
6.33
6.29
PM
6.26
EB
6.29
WM
6.26
6.22
FH
6.22
LS
6.02
6.00
6.22
6.27
6.13
WV
6.02
LS
6.41
6.28
6.27
WV
6.20
WV
6.15
WV
6.11
WV
5.74
WV
5.92
LS
5.93
PM
5.93
6.00 WM
5.93LS
5.96PM
6.02
6.05
LS
6.05
PM
6.10
6.12
PM
6.18
LS
6.21
PM
6.31
WM
6.26
6.25LS
6.28
PM
6.32
6.39
WM
6.37
LS
6.38PM
6.42
6.23
MH
6.46
5.70
CB
5.73
6.08
6.11
5.97
1016
1017
1018
1019
4.81
4.86
5.05
5.03
4.66
4.674.67
4.644.66
4.64
4.86MH
4.99
MH
5.04LS
4.63
CB
4.80MH
4.80MH
5.0
4M
H
4.90
CB
1039
1040
1041
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
10721
073
1074
1075
1076
1077
1078
1079
1080
1081
1082
1083
1084
1085
1087
1088
1089
1090
1091
1092
1093
1094
1095
1096
1097
1098
1099
1100
1101
1102
1103
1104
1105
1106
1107
1108
1109
1110
1111
1112
1113
1114
1116
1117
1118
1119
1120
1121
1122
1123
1124
4.87
4.99
4.85
4.95
4.75
4.73
4.82
4.87
4.83
4.82
4.95
MH
4.86MH
4.96
MH
4.96
MH
4.78
4.99
4.87
4.86
4.85
4.85
4.96
LS
4.90
LS
4.88LS
4.93
4.98
4.97
4.74
4.84
4.81
4.82
4.78
4.88
4.93
4.97
5.01
4.87
4.86
4.89
4.94
4.94
4.96
4.98
5.04
5.07
4.64
4.60
4.66
4.64
4.82
4.88
4.95
4.99
4.64
4.62
4.65
4.66
5.09
5.09
5.08
5.1
0
5.09(W)
5.12
5.07
5.11
5.10
5.07
5.09
5.09 5.16
5.14
5.18
5.16
4.84
6.93
6.93
6.94
6.94
7.66
7.655.13
5.09
4.87
4.87
5.0
0(W
)
5.03
4.90
4.63
4.63
4.55
4.59
4.67
4.71
4.69
4.69
4.57
4.56
CB
4.72MH
5.04
4.91
5.07
4.64
4.6
2
4.71
4.70
4.98
4.97
4.66
4.68
5.05
4.94
4.96
4.96
5.03
MH
5.01
MH
5.33
5.34
5.30
5.32
5.26(W
)
5.13
5.11
5.13(W) 5.16
5.43
5.01
5.08
4.5
9
4.62
5.69
5.70
5.71
5.72
7.68
7.68
5.70
5.27(W)
5.05(W)
5.00(W)
5.0
5(W
)
4.63
4.64
4.70
4.76
5.10
5.14
5.07
GV
5.21
MH
5.02
GV
5.10
MH
5.04
MH
5.01
5.15
5.05
4.96
5.00
5.04
4.99
5.03
5.03
5.10
5.07
5.06 5.03
5.06
5.08
5.29(W)
5.32(W)
5.38
5.36
5.38
5.35
5.3
9(W
)
5.73(W)
5.72(W)
5.7
5(W
)
5.77(W)
5.4
1
5.07
4.63
4.76
4.87
4.84
4.93
5.14
5.15
5.14
4.90
4.8
2
5.17
5.18
5.19
5.14
4.84
6.42
4.8
45.5
6
5.5
5
5.7
27.49
7.495.7
2
5.7
3
5.7
3
4.8
4
4.8
2
4.93
4.74
4.65
4.68
4.76
4.76
4.71
5.12
5.10
GU
TT
ER
CU
RB
GU
TT
ER
CU
RB
Re
m 1
4
Re
m 1
3
Re
m 1
2R
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11
0.9
22
9.7
60.0
6
24.47
9.5
49.9
51
1.2
3
24.44
8.9
62
0.5
5
24.41
3.8
5
0.11
2.1
5
0.11
0.6
5
2.1
36.0
3
0.20
0.6
4
12.4
6
0.10
3.0
4
0.6
3
0.20
0.110.5
1
0.2
1
0.10
3.63
3.66
3.43
0.0
1C
LE
AR
0.0
0
0.06OVER
0.10CLEAR
0.05OVER
0.06OVER
3.68
3.64
2.7
6
0.0
0
0.0
1C
LE
AR
EX
TE
NT
OF
AT
TA
CH
ED
CA
NO
PY
0.54OVER
3.34
3.34
3.44
BLO
OD
ALLE
Y S
QU
AR
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TR
OU
NC
E A
LLE
Y
10.6
45 P
L2
0.1
05 P
L2
0.1
05 P
L1
2.1
80 P
L
28.146 PL
12.1
71 P
L2
0.0
96 P
L2
0.0
96 P
L1
0.6
45 P
L
28.085 PL
28.096 PL
28.115 PL
28.134 PL
FU
RT
HE
ST
AP
PA
RE
NT
EX
TE
NT
OF
TY
PIC
AL C
OR
NIC
E
FURTHEST
APP
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EXTENTS
OFTYPI
CAL
PARAPET
WE
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CO
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A S
TR
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T
2 S
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3 S
T O
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1 6
8
0.00
0.00
0.04CLEAR
LIN
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F B
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K C
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MN
S
CR
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N O
F R
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D
DØ
:0.4
3
DØ
:0.4
3
DØ
:0.5
2
DØ
:0.6
4
DØ
:0.4
3
PØ
:0.2
1
RO
CK
WA
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BRICKRAM
P
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KRA
MP
BRICK
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PD
Ø:0
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DØ
:0.4
3
LA
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BA
LC
ON
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ALC
ON
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RO
CK
WA
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BR
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BR
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EDG
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OF B
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PLA
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PLAN
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PLAN
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CON
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CONCRETE
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ST
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BU
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BU
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:0.4
6
CO
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EP
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K
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CR
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N O
F A
SP
HA
LT
RO
AD
DØ
:0.1
5D
Ø:0
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DØ
:0.3
3D
Ø:0
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DØ
:0.2
2
6.32
PP
AB
AN
DO
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D
DØ
:0.2
2D
Ø:0
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DØ
:0.2
7
6.15
DØ
:0.1
1D
Ø:0
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DØ
:0.0
5
DØ
:0.2
5
6.31
MH
HY
DR
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DR
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MAIN FLOOR
ELEVATION
4.54
CB
WO
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HO
AR
DIN
G
WOOD HOARDING
DØ
:0.1
3
HY
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VA
ULT
HY
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O
VA
ULT
HY
DR
OH
YD
RO
TE
L
HY
DR
O
HY
DR
OH
YD
RO
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OV
ER
HE
AD
WIR
E
OVERHEAD WIRE
OVERHEAD WIRE
OVERHEAD WIRE
LE
TD
OW
NLE
TD
OW
N
GU
TT
ER
CU
RB
(OH
W)
(OH
W)
(OH
W)
5.60
0.03OVER
ST
EP
S
CO
NC
RE
TE
4.60
LS
TE
L
PLA
NT
ER
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
4.96B
(W)
PLAN
TER
(W)
(W)
(W)
4.85
BCON
CRETESTEPS
ROCK WALL
(W)
G
PLA
N
EAST 26' OF 14PLA
N 1
68
5.79
6.38
B
PLA
N 1
07
53
ST
RA
TA
PLA
NLM
S738
ST
RA
TA
PLA
N
BC
S3
22
9
ST
RA
TA
PLA
N
BC
S3
64
7
Z
PLA
N B
CP
29042
A
RE
F P
LA
N 1
45
7
EAST PART OF 1
RE
F P
LA
N 1
32
Rem 13
E 1/24W 1/24
5REM E 1/36
SEWER BOX
PLA
N 1
68
10
5°3
8'3
7"
LIN
E O
F B
RIC
K C
OLU
MN
S
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
15° 44' 41"
15° 47' 51"
10
5° 4
1' 5
6"
10
5° 3
8' 3
7"
6.24
GC
CARRALL STREET
B
PLA
N B
CP
27174
BU
ILD
ING
OU
TLIN
E
BU
ILD
ING
OU
TLIN
E
LM
P4
72
32
STRATA PLAN BCS4367
5.73
LO
T A
RE
A:
29
9.0
m2
LO
T A
RE
A:
56
4.9
m2
LO
T A
RE
A:
56
5.3
m2
LO
T A
RE
A:
34
2.6
m2
5.12
4.92
6.41
EL. B
OT
TO
M
OF K
IOS
K:5.2
4
EL. T
OP O
F
KIO
SK
:6.14
GRO
UN
D
GRO
UND
DOOR
OPENING
DOOR
OPENING
ELE
VA
TIO
N D
OO
R S
ILL:6
.45
ELE
VA
TIO
N T
OP O
F D
OO
R O
PE
NIN
G:8
.50
KIOSK
+ El 5.05m
+ El 5.10m
+ El 6.00m
+ El 6.05m
+ El 5.60m
+ El 6.05m
+ El 6.05m
+ El 5.60m
+ El 5.50m
+ El 5.05m
+ El 6.05m
+ El 6.05m
+ El 5.30m
+ El 5.50m
+ El 4.95m
+ El 6.05m + El 5.00m
+ El 4.90m
+ El 4.80m
+ El 6.05m
+ El 5.60m + El 5.15m
0 3 7 11 15 m
9
vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Precedents Cross Section BB
Perspective of Square looking West Perspective of Square looking East
Elevation of Blood Alley Square Looking South (Section AA)
33 W Cordova
6.05m+ 5.05m
+
Blood Alley Square Trounce Alley
1. Accessible ramp2. Porte cochère (covered
connection) to Cordova St.3. Timber deck / patio4. Eight steps to connect to
33 W Cordova 5. Concrete seat walls6. Refurbished heritage globe
lights7. Guardrail and handrail for
fall protection8. Concrete benches for traffic
calming9. Commercial Class B loading
(1)10. Passenger Class A loading
(2)11. New large tree12. Existing tulip trees, to
remain
41
5
5
7
12
12
11
11
12
10
92
3
3 8
6
10
vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
PR
OP
ER
TY L
INE
4.31
5.93
4.64
4.68
4.52
4.44
4.59
4.694.59
4.394.21
4.27 4.09
5.46CN
*
5.595.90
7.55
5.91
CN
*
5.486.03
6.41
5.63CN
*
5.70
6.00
5.23
5.07
25.5125.29
5.07
5.93
CN
*
25.46
4.44
5.24
5.02
4.88
4.17
MO
N
4.79
5.99
6.21
6.31
6.47
5.93
6.01
6.00
4.96
4.98
4.73
4.79
4.83
6.26
6.08
5.96
5.98
6.42
6.08
5.95
4.79
4.8
2
4.85
4.8
34.8
34.7
6
4.79
4.7
94.7
84.7
7
5.12
6.0
56.0
96.1
36.1
76.2
06.2
66.3
16.3
26.3
46.4
06.3
7
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
826
827 828
829
830
831
832
833
834
835
836
837
838
839
843
844
845
846
847
848
849
850
852
853
854
855
856
857
858
859
860
861
862
863
866
867
12.5
8
11.7
6(O
HW
)
11.7
8(O
HW
)
12.3
5
12.4
211.4
5(O
HW
)
11.4
6(O
HW
)
12.14(OHW)
11.5
1(O
HW
)
11.5
3(O
HW
)
12.19(OHW)
6.08
6.04
5.99
5.95
5.89
5.87
5.82
5.79
6.20
6.21
6.24
6.27
6.32
6.37
6.42
6.44
6.22
6.22
6.08
6.04
5.98
5.93
5.85
6.03
6.02
6.1
46.2
16.3
06.3
46.3
86.4
3
6.52
6.39
6.36
6.31
6.20
6.14
6.13
6.06
5.99
5.98
5.99
5.92
PM
5.92
5.93
LS
5.92
5.96
PM
6.00
LS
6.02
6.02
PM
6.05
6.14
LS
6.09
PM
6.17
6.14
6.15
6.15
6.41
6.43
6.17
6.40
6.33
6.29
PM
6.26
EB
6.29
WM
6.26
6.22
FH
6.22
LS
6.02
6.00
6.22
6.27
6.13
WV
6.02
LS
6.41
6.28
6.27
WV
6.20
WV
6.15
WV
6.11
WV
5.74
WV
5.92
LS
5.93
PM
5.93
6.00 WM
5.93LS
5.96PM
6.02
6.05
LS
6.05
PM
6.10
6.12
PM
6.18
LS
6.21
PM
6.31
WM
6.26
6.25LS
6.28
PM
6.32
6.39
WM
6.37
LS
6.38PM
6.42
6.23
MH
6.46
5.70
CB
5.73
6.08
6.11
5.97
1016
1017
1018
1019
4.81
4.86
5.05
5.03
4.66
4.674.67
4.644.66
4.64
4.86MH
4.99
MH
5.04LS
4.63
CB
4.80MH
4.80MH
5.0
4M
H
4.90
CB
1039
1040
1041
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
10721
073
1074
1075
1076
1077
1078
1079
1080
1081
1082
1083
1084
1085
1087
1088
1089
1090
1091
1092
1093
1094
1095
1096
1097
1098
1099
1100
1101
1102
1103
1104
1105
1106
1107
1108
1109
1110
1111
1112
1113
1114
1116
1117
1118
1119
1120
1121
1122
1123
1124
4.87
4.99
4.85
4.95
4.75
4.73
4.82
4.87
4.83
4.82
4.95
MH
4.86MH
4.96
MH
4.96
MH
4.78
4.99
4.87
4.86
4.85
4.85
4.96
LS
4.90
LS
4.88LS
4.93
4.98
4.97
4.74
4.84
4.81
4.82
4.78
4.88
4.93
4.97
5.01
4.87
4.86
4.89
4.94
4.94
4.96
4.98
5.04
5.07
4.64
4.60
4.66
4.64
4.82
4.88
4.95
4.99
4.64
4.62
4.65
4.66
5.09
5.09
5.08
5.1
0
5.09(W)
5.12
5.07
5.11
5.10
5.07
5.09
5.09 5.16
5.14
5.18
5.16
4.84
6.93
6.93
6.94
6.94
7.66
7.655.13
5.09
4.87
4.87
5.0
0(W
)
5.03
4.90
4.63
4.63
4.55
4.59
4.67
4.71
4.69
4.69
4.57
4.56
CB
4.72MH
5.04
4.91
5.07
4.64
4.6
2
4.71
4.70
4.98
4.97
4.66
4.68
5.05
4.94
4.96
4.96
5.03
MH
5.01
MH
5.33
5.34
5.30
5.32
5.26(W
)
5.13
5.11
5.13(W) 5.16
5.43
5.01
5.08
4.5
9
4.62
5.69
5.70
5.71
5.72
7.68
7.68
5.70
5.27(W)
5.05(W)
5.00(W)
5.0
5(W
)
4.63
4.64
4.70
4.76
5.10
5.14
5.07
GV
5.21
MH
5.02
GV
5.10
MH
5.04
MH
5.01
5.15
5.05
4.96
5.00
5.04
4.99
5.03
5.03
5.10
5.07
5.06 5.03
5.06
5.08
5.29(W)
5.32(W)
5.38
5.36
5.38
5.35
5.3
9(W
)
5.73(W)
5.72(W)
5.7
5(W
)
5.77(W)
5.4
1
5.07
4.63
4.76
4.87
4.84
4.93
5.14
5.15
5.14
4.90
4.8
2
5.17
5.18
5.19
5.14
4.84
6.42
4.8
45.5
6
5.5
5
5.7
27.49
7.495.7
2
5.7
3
5.7
3
4.8
4
4.8
2
4.93
4.74
4.65
4.68
4.76
4.76
4.71
5.12
5.10
GU
TT
ER
CU
RB
GU
TT
ER
CU
RB
Re
m 1
4
Re
m 1
3
Re
m 1
2R
em
11
0.9
22
9.7
60.0
6
24.47
9.5
49.9
51
1.2
3
24.44
8.9
62
0.5
5
24.41
3.8
5
0.11
2.1
5
0.11
0.6
5
2.1
36.0
3
0.20
0.6
4
12.4
6
0.10
3.0
4
0.6
3
0.20
0.110.5
1
0.2
1
0.10
3.63
3.66
3.43
0.0
1C
LE
AR
0.0
0
0.06OVER
0.10CLEAR
0.05OVER
0.06OVER
3.68
3.64
2.7
6
0.0
0
0.0
1C
LE
AR
EX
TE
NT
OF
AT
TA
CH
ED
CA
NO
PY
0.54OVER
3.34
3.34
3.44
BLO
OD
ALLE
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QU
AR
E
TR
OU
NC
E A
LLE
Y
10.6
45 P
L2
0.1
05 P
L2
0.1
05 P
L1
2.1
80 P
L
28.146 PL
12.1
71 P
L2
0.0
96 P
L2
0.0
96 P
L1
0.6
45 P
L
28.085 PL
28.096 PL
28.115 PL
28.134 PL
FU
RT
HE
ST
AP
PA
RE
NT
EX
TE
NT
OF
TY
PIC
AL C
OR
NIC
E
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
WE
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CO
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OV
A S
TR
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T
2 S
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1 6
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0.00
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LIN
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MN
S
CR
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N O
F R
OA
D
DØ
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3
DØ
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3
DØ
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2
DØ
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4
DØ
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RO
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BR
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BR
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EDG
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K
ED
GE
OF B
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PLA
NT
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PLAN
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PLAN
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CON
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CONCRETE
STEPS
ST
ON
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AR
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DIN
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AM
BR
A"
BU
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BU
ILD
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OU
TLIN
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BU
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ING
OU
TLIN
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MIN
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DIN
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STON
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CO
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BU
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OF B
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K
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GE
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K
CR
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N O
F A
SP
HA
LT
RO
AD
DØ
:0.1
5D
Ø:0
.05
DØ
:0.3
3D
Ø:0
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DØ
:0.2
2
6.32
PP
AB
AN
DO
NE
D
DØ
:0.2
2D
Ø:0
.22
DØ
:0.2
7
6.15
DØ
:0.1
1D
Ø:0
.27
DØ
:0.0
5
DØ
:0.2
5
6.31
MH
HY
DR
O
HY
DR
O
MAIN FLOOR
ELEVATION
4.54
CB
WO
OD
HO
AR
DIN
G
WOOD HOARDING
DØ
:0.1
3
HY
DR
O
VA
ULT
HY
DR
O
VA
ULT
HY
DR
OH
YD
RO
TE
L
HY
DR
O
HY
DR
OH
YD
RO
OV
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HE
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WIR
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HE
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WIR
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OV
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HE
AD
WIR
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OV
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HE
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WIR
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OVERHEAD WIRE
OVERHEAD WIRE
OVERHEAD WIRE
LE
TD
OW
NLE
TD
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N
GU
TT
ER
CU
RB
(OH
W)
(OH
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(OH
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5.60
0.03OVER
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EP
S
CO
NC
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TE
4.60
LS
TE
L
PLA
NT
ER
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
4.96B
(W)
PLAN
TER
(W)
(W)
(W)
4.85
BCON
CRETESTEPS
ROCK WALL
(W)
G
PLA
N
EAST 26' OF 14PLA
N 1
68
5.79
6.38
B
PLA
N 1
07
53
ST
RA
TA
PLA
NLM
S738
ST
RA
TA
PLA
N
BC
S3
22
9
ST
RA
TA
PLA
N
BC
S3
64
7
Z
PLA
N B
CP
29042
A
RE
F P
LA
N 1
45
7
EAST PART OF 1
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F P
LA
N 1
32
Rem 13
E 1/24W 1/24
5REM E 1/36
SEWER BOX
PLA
N 1
68
10
5°3
8'3
7"
LIN
E O
F B
RIC
K C
OLU
MN
S
FURTHEST
APP
ARENT
EXTENTS
OFTYPI
CAL
PARAPET
15° 44' 41"
15° 47' 51"
10
5° 4
1' 5
6"
10
5° 3
8' 3
7"
6.24
GC
CARRALL STREET
B
PLA
N B
CP
27174
BU
ILD
ING
OU
TLIN
E
BU
ILD
ING
OU
TLIN
E
LM
P4
72
32
STRATA PLAN BCS4367
5.73
LO
T A
RE
A:
29
9.0
m2
LO
T A
RE
A:
56
4.9
m2
LO
T A
RE
A:
56
5.3
m2
LO
T A
RE
A:
34
2.6
m2
5.12
4.92
6.41
EL. B
OT
TO
M
OF K
IOS
K:5.2
4
EL. T
OP O
F
KIO
SK
:6.14
GRO
UN
D
GRO
UND
DOOR
OPENING
DOOR
OPENING
ELE
VA
TIO
N D
OO
R S
ILL:6
.45
ELE
VA
TIO
N T
OP O
F D
OO
R O
PE
NIN
G:8
.50
KIOSK
4.31
5.93
4.64
4.68
4.52
4.44
4.59
4.694.59
4.394.21
4.27 4.09
5.46
CN
*
5.595.90
7.55
5.91
CN
*
5.486.03
6.41
5.63
CN
*
5.70
6.00
5.23
5.07
25.5125.29
5.07
5.93
CN
*
25.46
4.44
5.24
5.02
4.88
4.17
MO
N
4.79
5.99
6.21
6.31
6.47
5.93
6.01
6.00
4.96
4.98
4.73
4.79
4.83
6.26
6.08
5.96
5.98
6.42
6.08
5.95
4.79
4.8
2
4.85
4.8
34.8
34.7
6
4.79
4.7
94.7
84.7
7
5.12
6.0
56.0
96.1
36.1
76.2
06.2
66.3
16.3
26.3
46.4
06.3
7
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
826
827 828
829
830
831
832
833
834
835
836
837
838
839
843
844
845
846
847
848
849
850
852
853
854
855
856
857
858
859
860
861
862
863
866867
12.5
8
11.7
6(O
HW
)
11.7
8(O
HW
)
12.3
5
12.4
211.4
5(O
HW
)
11.4
6(O
HW
)
12.14(OHW)
11.5
1(O
HW
)
11.5
3(O
HW
)
12.19(OHW)
6.08
6.04
5.99
5.95
5.89
5.87
5.82
5.79
6.20
6.21
6.24
6.27
6.32
6.37
6.42
6.44
6.22
6.22
6.08
6.04
5.98
5.93
5.85
6.03
6.02
6.1
46.2
16.3
06.3
46.3
86.4
3
6.52
6.39
6.36
6.31
6.20
6.14
6.13
6.06
5.99
5.98
5.99
5.92
PM
5.92
5.93
LS
5.92
5.96
PM
6.00
LS
6.02
6.02
PM
6.05
6.14
LS
6.09
PM
6.17
6.14
6.15
6.15
6.41
6.43
6.17
6.40
6.33
6.29
PM
6.26
EB
6.29
WM
6.26
6.22
FH
6.22
LS
6.02
6.00
6.22
6.27
6.13
WV
6.02
LS
6.41
6.28
6.27WV
6.20WV
6.15
WV
6.11
WV
5.74WV
5.92
LS
5.93
PM
5.93
6.00 WM
5.93LS
5.96
PM
6.02
6.05
LS
6.05
PM
6.10
6.12
PM
6.18
LS
6.21
PM
6.31
WM
6.26
6.25
LS
6.28
PM
6.32
6.39
WM
6.37
LS
6.38
PM
6.42
6.23
MH
6.46
5.70
CB
5.73
6.08
6.11
5.97
1016
1017
1018
1019
4.81
4.86
5.05
5.03
4.66
4.674.67
4.644.66
4.64
4.86MH
4.99MH
5.04LS
4.63
CB
4.80
MH
4.80MH
5.0
4M
H
4.90
CB
1039
1040
1041
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
10721
073
1074
1075
1076
1077
1078
1079
1080
1081
1082
1083
1084 1
085
1087
1088
1089
1090
1091
1092
1093
1094
1095
1096
1097
1098
1099
1100
1101
1102
1103
1104
1105
1106
1107
1108
1109
1110
1111
1112
1113
1114
1116
1117
1118
1119
1120
1121
1122
1123
1124
4.87
4.99
4.85
4.95
4.75
4.73
4.82
4.87
4.83
4.82
4.95
MH
4.86MH
4.96
MH
4.96
MH
4.78
4.99
4.87
4.86
4.85
4.85
4.96
LS
4.90
LS
4.88LS
4.93
4.98
4.97
4.74
4.84
4.81
4.82
4.78
4.88
4.93
4.97
5.01
4.87
4.86
4.89
4.94
4.94
4.96
4.98
5.04
5.07
4.64
4.60
4.66
4.64
4.82
4.88
4.95
4.99
4.64
4.62
4.65
4.66
5.09
5.09
5.08
5.1
0
5.09(W)
5.12
5.07
5.11
5.10
5.07
5.09
5.09 5.16
5.14
5.18
5.16
4.84
6.93
6.93
6.94
6.94
7.66
7.655.13
5.09
4.87
4.875.0
0(W
)
5.03
4.90
4.63
4.63
4.55
4.59
4.67
4.71
4.69
4.69
4.57
4.56
CB
4.72MH
5.04
4.91
5.07
4.64
4.6
2
4.71
4.70
4.98
4.97
4.66
4.68
5.05
4.94
4.96
4.96
5.03
MH
5.01
MH
5.33
5.34
5.30
5.32
5.26(W
)
5.13
5.11
5.13(W) 5.16
5.43
5.01
5.08
4.5
9
4.62
5.69
5.70
5.71
5.72
7.68
7.68
5.70
5.27(W)
5.05(W)
5.00(W)
5.0
5(W
)
4.63
4.64
4.70
4.76
5.10
5.14
5.07
GV
5.21
MH
5.02
GV
5.10
MH
5.04
MH
5.01
5.15
5.05
4.96
5.00
5.04
4.99
5.03
5.03
5.10
5.07
5.06 5.03
5.06
5.08
5.29(W)
5.32(W)
5.38
5.36
5.38
5.35
5.3
9(W
)
5.73(W)
5.72(W)
5.7
5(W
)
5.77(W)
5.4
1
5.07
4.63
4.76
4.87
4.84
4.93
5.14
5.15
5.14
4.90
4.8
2
5.17
5.18
5.19
5.14
4.84
6.42
4.8
45.5
6
5.5
5
5.7
27.49
7.495.7
2
5.7
3
5.7
3
4.8
4
4.8
2
4.93
4.74
4.65
4.68
4.76
4.76
4.71
5.12
5.10
GU
TT
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CU
RB
GU
TT
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CU
RB
Re
m 1
4
Re
m 1
3
Re
m 1
2R
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11
0.9
22
9.7
60.0
6
24.47
9.5
49.9
51
1.2
3
24.44
8.9
62
0.5
5
24.41
3.8
5
0.11
2.1
5
0.11
0.6
5
2.1
36.0
3
0.20
0.6
4
12.4
6
0.10
3.0
4
0.6
3
0.20
0.110.5
1
0.2
1
0.10
3.63
3.66
3.43
0.0
1C
LE
AR
0.0
0
0.06OVER
0.10CLEAR
0.05OVER
0.06OVER
3.68
3.64
2.7
6
0.0
0
0.0
1C
LE
AR
EX
TE
NT
OF
AT
TA
CH
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CA
NO
PY
0.54OVER
3.34
3.34
3.44
BLO
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ALLE
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QU
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TR
OU
NC
E A
LLE
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10.6
45 P
L2
0.1
05 P
L2
0.1
05 P
L1
2.1
80 P
L
28.146 PL
12.1
71 P
L2
0.0
96 P
L2
0.0
96 P
L1
0.6
45 P
L
28.085 PL
28.096 PL
28.115 PL
28.134 PL
FU
RT
HE
ST
AP
PA
RE
NT
EX
TE
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OF
TY
PIC
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FURTHEST
APP
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OFTYPI
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WE
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2 S
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RO
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BR
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EDG
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CONCRETE
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DØ
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DØ
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3D
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DØ
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2
6.32
PP
AB
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7
6.15
DØ
:0.1
1D
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DØ
:0.0
5
DØ
:0.2
5
6.31MH
HY
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MAIN FLOOR
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4.54
CB
WO
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WIR
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WIR
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OVERHEAD WIRE
OVERHEAD WIRE
LE
TD
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GU
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(OH
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(OH
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(OH
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5.60
0.03OVER
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CO
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4.60
LS
TE
L
PLA
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(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
PLAN
TER(W)
(W)
(W)
4.96B
(W)
PLAN
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(W)
(W)
(W)
4.85
BCON
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ROCK WALL
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G
PLA
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5.79
6.38
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9
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64
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29042
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LIN
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FURTHEST
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15° 44' 41"
15° 47' 51"
10
5° 4
1' 5
6"
10
5° 3
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7"
6.24
GC
CARRALL STREET
B
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27174
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BU
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BU
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5.73
LO
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299.0
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LO
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56
4.9
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LO
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56
5.3
m2
LO
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34
2.6
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5.12
4.92
6.41
EL. B
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OF K
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EL. T
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GRO
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ELE
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PL
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02
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8 s
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PL
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03
37
5 s
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05
42
2 s
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06
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07
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18
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21
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17
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11
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09
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ADJACENT BUILDING(4 STOREYS)
LIN
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PL
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13
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3 s
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14
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01
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PL
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01
56
5 s
f -
1 B
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PL
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02
44
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06
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07
42
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12
42
2 s
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13
42
2 s
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- D
1S
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14
62
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29
41
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PL
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28
42
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27
42
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PL
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- C
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26
42
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PL
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25
42
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PL
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24
42
2 s
f -
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PL
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1S
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23
42
3 s
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PL
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- C
1S
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18
42
2 s
f -
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PL
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- C
1S
UIT
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17
42
2 s
f -
ST 1
BA
PL
AN
- F
1S
UIT
E 3
16
38
0 s
f -
ST 1
BA
PL
AN
- E
1S
UIT
E 3
15
38
5 s
f -
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PL
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- J
1S
UIT
E 3
19
41
0 s
f -
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PL
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08
38
7 s
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P
LA
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9
38
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PL
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10
38
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31
1
38
7 s
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PL
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20
37
3 s
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PL
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21
38
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PL
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22
41
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- 0
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EL
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ADJACENT BUILDING(4 STOREYS)
T.O.W
.+15.73m
T.O.W
.+15.73m
FD
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Salt Tasting Room
Gringo
Parking
MeeT in Gastown
Tacofino
L'abbattoir Resraurant
To inner courtyard
To Gaoler's Mews
BIKE LANE
BIKE LANE
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5.10
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4.84
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4.72MH
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5.33
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+ El 5.05m
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+ El 6.05m
+ El 6.05m
+ El 5.60m
+ El 5.50m
+ El 5.05m
+ El 6.05m
+ El 6.05m
+ El 5.30m
+ El 5.50m
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+ El 6.05m + El 5.00m
+ El 4.90m
+ El 4.80m
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0 3 7 11 15 m
Concept Design - #2 - Multi-level Square
Concrete bench and seating area
Start of elevated Alley “plaza”
New large tree
Two steps up to Blood Alley Square
Timber deck for patio seating and/or event space
Accessible ramp up to 33W Cordova(re-use of heritage red brick pavers)
Shared commercial loading space
Large planter to maintain health of existing tree
Re-use of heritage red brick pavers
Start of elevated Alley “plaza”
Utility service area for neighbourhood
Re-use of heritage cobblestones in Square
Crosswalk connection to Gaoler’s Mews
Three wide steps connect to the 33W Cordova development
Expanded planter area to maintain health of trees. Possible space for public artRefurbished globe light
Seating area, stage and public connection to Cordova Street
Re-use of heritage cobblestones in Alley
Two shared passenger loading stalls
BB
A
A
This concept emphasizes the long-term health of the existing trees by ensuring that the planters are expanded to provide adequate moisture and nutrients. These planters lead to a multi-level design for the space. The Square is divided into two zones: a smaller passive space for sitting and a larger space for events, performances, and patio seating.
Access for 57 W Cordova
Blood Alley Square
Trounce A
lley
33 W C
ord
ova
11
vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Perspective of Square looking West Perspective of Square looking East
1. Accessible ramp2. Porte cochère (covered
connection) to Cordova St.
3. Timber deck / patio4. 3 Steps to 33 W Cordova5. Concrete seat walls6. Refurbished heritage
globe lights7. Passenger Class A
loading (1)8. Commercial Class B
loading (2)9. New large tree10. Existing tulip trees, to
remain
33 W Cordova Blood Alley Square Trounce Alley
1
5
6
10
9
9
10
8 24
3
7
5 3
Precedents Cross Section BB
Elevation of Blood Alley Square Looking South (Section AA)
6.05m
+ 5.05m+
5.55m
+
10
12
vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Tree No. Botanical Name Height(m)Minimum Tree
Protection Zone (m)
Action/Comment
1 Pine(Pinus Nigra) 11 2.0 Poor Health
2Tulip
(Liriodendron Tulipifera)
19 2.5Limited crown growth due to staircase construction
3Tulip
(Liriodendron Tulipifera)
19 3.2Limited foliage growth due to disturbance of root zone
4Tulip
(Liriodendron Tulipifera)
20 3.0 Relative good growth
5Locust
(Robinia Pseudoacacia)
18 2.5Number of dead lower branches, suffered from drought
6Locust
(Robinia Pseudoacacia)
17 2.5Leans to the south, needs to be pruned for new building which would limit its future.
7Locust
(Robinia Pseudoacacia) 18 2.5
Lower limb dieback, relative good growth otherwise
8Tulip
(Liriodendron Tulipifera) 21 3.0 Healthy looking, with slight kink midstem
9Tulip
(Liriodendron Tulipifera) 19 3.0 Good growth with limited light
S01Blood Alley
16061
202—175 East Broadway, Vancouver, British Columbia, V5T 1W2, www.ennsgauthier.com
Schematic Design
Vancouver, BC
TR
OU
NC
E A
LLE
Y
33 W CORDOVA ST
TR
OU
NC
E A
LLE
Y
BLOOD ALLEY SQUARE
0 3 7 11 15 m
The trees are an iconic and treasured feature of Blood Alley Square and Trounce Alley.
Canopy foliage has suffered due to limited to access to light and soil volumes.How could development impact tree health?
There are a number of factors, such as soil contamination, future utilities construction and future upgrades to Trounce Alley, which could impact the feasibility of retaining some trees.
The design options boards illustrate steps being taken to ensure the trees remain healthy and continue to provide the Square with its unique character. Examples of this include steel drainage troughs to provide nutrients and water to the roots (Concept Design 1) and expanded planters to preserve tree and root health (Concept Design 2).
Trees Management StrategyThe existing trees contribute to the character, beauty and enjoyment of Blood Alley Square. A careful assessment of the trees has been undertaken by a certified arborist with the goal to retain as many trees as possible. The table below illustrates the location and current condition of the trees.
Tree Inventory, Diamond Head Consulting Ltd.
Table 1: Tree Inventory and Recommendations, Diamond Head Consulting Ltd.
• Locust (Robinia) and Pine (Pinus) trees are unlikely to survive re-development and are proposed to be removed;
• Tulip (Liriodendron) trees are the largest trees and are in the best condition. Every effort will be made to protect and keep them.
92% thought the conservation of trees in the Square
was important
Why are some trees struggling?
Trees in constrained urban environments typically have shorter life spans because paving prevents water and nutrients from reaching the roots, and surrounding buildings limit access to light.
Existing UnhealthyTree
Existing Tree to Remain
1
6
7
8
2
3
4
5
9
13
vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Waste Management With the input from residents, businesses and organizations and other levels of government, the city is working towards a comprehensive Zero Waste strategy.
Achieving Zero Waste in Blood Alley Square and Trounce Alley would create a cleaner environment; reduce and ultimately eliminate dumpsters; and increase the amount of materials that can be diverted from landfills or incinerators. This would attract more users to the square and set a precedent for innovative waste management that can be replicated in other parts of the City.
An effective waste management strategy must meet the following City policies: • The 2020 Greenest City goal of reducing the amount of solid waste from landfills and incinerators
by 50% (from 2008 levels).• The Zero Waste Strategy by 2040 Goals.
Different Roles in Waste ManagementCity of Vancouver• Provide collection to single-family and multi-family residential properties;• Increase awareness and education of new policies and regulations;• Enforce by-law infractions;• Set policies and regulations that foster innovative waste management solutions;• Connect businesses to vendors with innovative solutions;• Review and provide comments to procurement documents related to new waste management
system, if requested;
Businesses and stratas/property management companies• Hire waste haulers to ensure proper disposal of all solid waste generated on-site; • Provide the appropriate type and number of storage containers, preferably within each building’s
property line;• Educate residents, workers and customers on how to properly dispose of solid waste.
Waste haulers• Encourage and educate owners and tenants on how to properly dispose of solid waste;• Act as liaison between the City and owners and tenants when new policies come into effect;• Foster changes to the waste management system that align with new policies and regulations.
Gastown Business Improvement Association• Educate members on how to properly dispose of solid waste;• Act as liaison between the City and members when new policies come into effect;• Update waste management practices within the BIA to align with new policies and regulations.
Internal storage of waste into their various streams.
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Waste Management ConsultationThe Gastown BIA, businesses and residents in the area would like to improve waste management in the area and ultimately see the removal of dumpsters from Blood Alley Square and Trounce Alley. The City has hired a solid waste consultant to look at options.
Businesses and residents were surveyed on how waste is collected, the structure of service contracts and their opinions on the feasibility of different options. A total of 61 groups were contacted and 14 responses were recevied.
Key findings include:
• Public recycling and garbage bins would be beneficial;• Illegal dumping is a challenge;• More frequent pick-up of restaurant waste is necessary; • Any new strategy must be convenient and user-friendly;• Safety and sanitation (drug use, biohazard materials, rodents) must
be addressed;• Damage and misuse of bins is an issue.
Solid Waste Management (SWM) Principles
A successful strategy is dependent on buy-in from businesses and residents.
Principles guiding this process are listed below:
• Eliminate waste containers;• Reduce collection truck traffic to prioritize
pedestrians;• Create a cleaner and safer waste disposal system;• Provide shared spaces for loading; • Apply a phased approach to convert from current to new system;• Find a cost-effective and financially sustainable system for all users and providers; `• Align with DTES Plan for local employment opportunities.
64% of respondents were dissatisfied with waste management in
the Square and Alley.
Dumpsters in the alley along building wall and inside enclosed storage.
The majority of respondents would prefer to see the dumpster bins removed from
the Alley.
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Waste ManagementCurrent Waste Management ConditionThe current waste management system is managed by a number of competing companies all with their own large dumpsters scattered throughout Trounce Alley and Blood Alley Square. Waste removal is a concern for businesses, property owners, and residents. There are now 16 commercial dumpsters in the alley collected by eight different waste haulers.
Total waste volumes for the area immediately adjacent to Trounce Alley and Blood Alley Square are estimated at between 194,600 - 222,238 litres per week. The percentage of this waste can be broken down by the following streams:
• Garbage: 51%• Glass: 1%• Organics: 15%• Mixed Paper 30%• Mixed Containers 5%
A variety of factors must be considered when developing an effective waste management strategy. The consultant team has identified two possible case studies that address the issue in different ways. Public feedback will help develop strategies tailored for Trounce Alley and Blood Alley Square .
Interior Waste Storage
Cart
Glass
Mixed Containers
Mixed Paper
Organics
Garbage
Project Site
Prominent Building
Building Footprint
L0.4Site Analysis - Waste Management
ABBOTT STREET
CARRALL STREET
WATE
R ST
REET
WES
T CO
RDO
VA S
TREE
T
The Garage
Alhambra
Stanley Hotel
Lore Krill Housing Co-operative
Trounce Alley
Blood Alley Square
Blood AlleyBlood Alley Square16061Client Review
Vancouver
August, 2016202—175 East Broadway, Vancouver, British Columbia, V5T 1W2, www.ennsgauthier.com
N
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vancouver.ca/blood-alley-square
Blood Alley Square/Trounce Alley Redesign
Cutaway showing underground storage.
Case Study 2: On-site FacilityUsers place sortedwaste into large storage containers at a centralized location in Blood Alley Square where it is removed by specialized garbage trucks.
Placement: Sorted waste is deposited directly in a centralized on-site composters and storage that handle large volumes of waste.
Pick-up: Collection by a specialized truck that removes the waste from the storage.
Underground storage of bin.
Spatial Impact On Alley and Square: Significant. Underground storage require dedicated space and loading area in Blood Alley Square, reducing space available for other uses.
Cost to Users: High. Capital costs required to install the infrastructure resulting in higher hauling costs.
Local Employment Opportunities: Low. Waste is held in storage bins with limited access.
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
Case Study 1: Flexible Just In Time
Office organic collection by bicycle, University of Vermont.
Users sort waste and place them into pre-purchased coloured bags, which are then stored in carts. A small vehicle or bike picks up the totes on a regular basis, several times per day.
Placement: Bags or carts wheeled out to lane at a scheduled pick-up time to local transfer station.
Pick-up: Daily. Bags or carts put out in the lane before scheduled pick up time to local transfer station by either small truck or bike.
Spatial Impact On Alley and Square: Minimal. Flexible approaches take up little physical space.
Cost to Users: Low. Users purchase bags to cover cost of collection.
Local Employment Opportunities: High. Opportunities for partnership with social enterprises that waste could provide collection, oversight and maintenance.
CASE STUDY 2
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
CASE STUDY 1
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
CASE STUDY 1
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
CASE STUDY 1
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
CASE STUDY 1
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
CASE STUDY 1
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
CASE STUDY 2
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
CASE STUDY 1
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
Sorting Method: Users sort waste, organics, and recycling.
Sorting Method: User sort waste into various streams (organic, plastic, paper, glass, garbage) and puts it into pre-purchased coloured bags which can be stored in carts inside building or in the alley.
CASE STUDY 2
1. User Disposal
2. Collection
3. Facility
4. Cost
5. Stewardship
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
4. Cost
5. Stewardship
CASE STUDY 3
1. User Disposal
2. Collection
3. Facility
S SM T W T F
