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A000
A001A002
A111A112A113A114A115
A301A302
A401A402A403
Wayne and William WhiteEngineering Design CentreThe University of British Columbia, Vancouver, BC
ARCHITECTURAL CONSTRUCTION DRAWINGSISSUE: DEVELOPMENT PERMIT, MARCH 26, 2010
Documents List
Cover Sheet
Context Plan - ProposedSite Plan
Main Floor PlanMezzanine Plan2nd Floor Plan3rd Floor PlanRoof Plan Elevations N & EElevations S & W
Sections A-A & B-BSections C-C & D-DSection E-E
No. Date DescriptionISSUE / REVISION:
DRAWING NUMBER:
CONSULTANTS:
PROJECT TITLE:
DRAWING TITLE:
PROJECT PHASE:
LMAL Project No.:
File name:
Date Plotted:Scale:Drawn:Checked:
WHITE
ENGINEERINGDESIGN CENTRE
UBC
COVER SHEET
WAYNE and WILLIAM
Dev Permit Documents
A000
0803
1:200
- ISSUED FOR2008.07.29ADVISORY DESIGN PANEL
- ISSUED FOR COSTING2008.08.08AND COORDINATION
- ISSUED FOR DP2008.07.29APPLICATION
- ISSUED FOR COSTING2009.06.25AND COORDINATION
- DESIGN DEVELOPMENT2009.08.14SIGN OFF
- AUDP UPDATE2010.02.02
McFarland Architects Ltd. (including its employees and agents) can take no responsibility for the accuracy or use of any information on this drawing pertain-ing to existing site conditions, including buildings, services and utilities. It is the responsibility of the person using said information to verify its accuracy. Should any discrepency with the actual site conditions be found, it must be reported to the Architect, with time being of the essence.
Marceau
This drawing, as an instrument of service, is the property of Mc Farland Architects Ltd. and may not be reproduced without their permission and unless the reproduction carries their name. All designs and other information shown on this drawing are for use on the specified project only and shall not be used otherwise without written permission of this office.
Marceau
programming | planning | architecture
303 - 2930 Arbutus StreetVancouver, BC, V6J 3Y9t. 604 733 1115f. 604 733 9345www.mmal.ca
McFARLAND MARCEAU A R C H I T E C T S L T D
- DEVELOPMENT PERMIT2010.03.26
0803 CD Plans + Site Plans
Location Plan
Project Description
Civic AddressThe University Of British Columbia,2345 East Mall,Vancouver, BC
Legal DescriptionA Portion Of District Lots 3044 And 4805, Group 1,New Westminster District University Of British Columbia
ClientUBC Properties Trust101 - 555 Great Northern WayVancouver, V5T 1E2T: 604 731 3103F: 604 731 2130E: [email protected]: David English
ArchitectMcFarland Marceau Architects Ltd303 - 2930 Arbutus StreetVancouver, V6J 3Y9T: 604 733 1115F: 604 733 9345E: [email protected]: Mark Chevalier
Construction ManagementVanMar Constructors Inc9110 - 196A StreetLangley, V1M 3B4T: 604 882 0700 x224F: 604 882 0770E: [email protected]: Robert Horvath
Code ConsultantGHL Consultants Ltd950 - 409 Granville StreetVancouver, V6C 1T2T: 604 689 4449 x105F: 604 689 4419E: [email protected]: David Graham
Envelope ConsultantSpratt Emanuel Engineering Ltd2348 Yukon StreetVancouver, V5Y 3T6T: 604 872 1211F: 604 872 1274E: [email protected]: Colin Hadden
Civil EngineerCore Group Consultants320 - 8988 Fraserton CourtBurnaby, V5J 5H8T: 604 299 0605F: 604 299 0629E: [email protected]: Cormac Nolan
Project Team
Geotechnical EngineerGeoPacific Consultants Ltd410 - 1200 West 73rd AvenueVancouver, V6P 6G5T: 604 439 0922F: 604 439 9189E: [email protected]: Matt Kokan
Landscape ArchitectPerry + Associates200 - 1558 West 6th AvenueVancouver, V6J 1R2T: 604 738 4118F: 604 738 4116E: [email protected]: Michael Patterson
Structural EngineerFast + Epp201 - 1672 West 1st AvenueVancouver, V6J 1G1T: 604 731 7412F: 604 731 7620E: [email protected]: Paul Fast
Mechanical EngineerStantec Consulting Inc1100 - 111 Dunsmuir StreetVancouver, V6B 6A3T: 604 696 8088F: 604 696 8100E: [email protected]: Kevin Anthony
Electrical EngineerAcumen Engineering Ltd650 - 2700 Production WayBurnaby, V5A 4X1T: 604 676 9545F: 604 676 9544E: [email protected]: Glenn Granstrom
Acoustic ConsultantBKL Consultants Ltd308 - 1200 Lynn Valley RoadNorth Vancouver, V7J 2A2T: 604 988 2508F: 604 988 7457E: [email protected]: Mark Gaudet
Governing Building Code
Major Occupancy
Building Area:Outermost WallsBCBC Definition
Building Storey Height
No. Of Streets Faced
Fire Protection
2006 BCBC Article(s)Governing Building Size
& Construction
Construction
Maximum Building Area
Floor Assemblies
Mezzanine Assemblies
Load-bearing Assemblies
2006 BCBC - Part 3
Group A, Division 2
742 sm
3 Storey + Mezzanine
2 Streets
Sprinklered To NFPA-13
3.2.2.24 Group A, Division 2, Up To 6 Storeys, Any Area, Sprinklered
Noncombustible Construction
Any Area
1 H
1 H
Fire-resistance Rating as per Supported Assembly
Building Code Data
Total Site Area
Site Coverage
FSR
Building Height
Car Parking
Loading
Bike ParkingEquivalent to:
City of VancouverClass II Standard
1,685 Sm
44 % (Bldg Area/Site)
1.12 (GFA/Site)
+/- 13.215m (Ave East Mall Grade To Top Of Parapet)+/- 14.265m (Ave West Plaza Grade To Top Of Parapet)
N/a
1 Stall (shared)
24 Stalls on Project Site24 Stalls to CEME Courtyard
Project Statistics
NOTE:Required Bike Spaces:1 x 16-rack per 100 people = 3x16 = 48 spacesDue to restrictions of Project Site UBC has agreed that remainder of bikes to be provided in adjacent CEME courtyard site.
Level 1
Mezz.
Level 2
Level 3_________
Total
Gross Floor Areas (GFA)
681 sm
87 sm (Excl 108 sm M+E Room)
581 sm
573 sm____________________1,922 sm
FSR Calculations
Front Yard Setback: Level 1 + MezzanineFront Yard Setback: Level 2 + Level 3
North Side Yard Setback
South Side Yard Setback
West Rear Yard Setback
Height: West Plaza Grade to T/O Roof Edge Curb
All Setbacks Measured to O/S Face of Wall
Zoning Setbacks & Height
9.900m6.700m
3.500m
2.435m
16.250m
14.435m
40%
61 sm152 sm
Exempt
Rooms 102/M102 Design StudioOpen Mezzanine * M102 Mezzanine Area * 102 Room Area
Rooms M160/M170/M170A/M170B/M170C M+E * M+E Rooms Enclosed Sevice Mezzanine AreaComplies to BCBC 3.2.1.1 Exemption from Mezzanine / Storey Calculation
Mezzanine Areas
No. Date DescriptionISSUE / REVISION:
DRAWING NUMBER:
CONSULTANTS:
PROJECT TITLE:
DRAWING TITLE:
PROJECT PHASE:
LMAL Project No.:
File name:
Date Plotted:Scale:Drawn:Checked:
WHITE
ENGINEERINGDESIGN CENTRE
UBC
PROPOSEDCONTEXT PLAN
WAYNE and WILLIAM
Dev Permit Documents
A001
0803
1:200
- ISSUED FOR2008.07.29ADVISORY DESIGN PANEL
- ISSUED FOR COSTING2008.08.08AND COORDINATION
- ISSUED FOR DP2008.07.29APPLICATION
- ISSUED FOR COSTING2009.06.25AND COORDINATION
- DESIGN DEVELOPMENT2009.08.14SIGN OFF
- AUDP UPDATE2010.02.02
McFarland Architects Ltd. (including its employees and agents) can take no responsibility for the accuracy or use of any information on this drawing pertain-ing to existing site conditions, including buildings, services and utilities. It is the responsibility of the person using said information to verify its accuracy. Should any discrepency with the actual site conditions be found, it must be reported to the Architect, with time being of the essence.
Marceau
This drawing, as an instrument of service, is the property of Mc Farland Architects Ltd. and may not be reproduced without their permission and unless the reproduction carries their name. All designs and other information shown on this drawing are for use on the specified project only and shall not be used otherwise without written permission of this office.
Marceau
programming | planning | architecture
303 - 2930 Arbutus StreetVancouver, BC, V6J 3Y9t. 604 733 1115f. 604 733 9345www.mmal.ca
McFARLAND MARCEAU A R C H I T E C T S L T D
- DEVELOPMENT PERMIT2010.03.26
0803 CD Plans + Site Plans
94.30EL:
93.38EL:94.00EL:
94.00EL:
93.55EL:
96.00EL:
EXISTING WATER
EXISTING WATER
EX
ISTI
NG
GA
S
EXISTING SEWER
EXISTING ELECTRICAL
EXISTING ELECTRICAL
EXISTING STREETLIGHT POWER
EXISTING STEAM
10”
10”
6”
10”
10”
EXISTING STORM
EXISTING STORM
3 Y
ARD
3 Y
ARD
RRRRR
RRRRR
RRRRR
RRRRR
EXIS. STAIR
EXIS. ASPHALT SIDEWALK
EXIS. CONCRETE SIDEWALK
EXIS. CONCRETE SIDEWALK
EXIS. BRICK PAD
G100
GASMETER
AD
AD
AD
AD
Pl
Pl PlPl Pl
Pl Pl
Pl Pl
Pl Pl
Pl Pl
Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl
B B B B
B
B
B
B
B
B B B
Pe Pe Pe
Pe Pe Pe
Pe Pe Pe
B B B B B
B
B
B
B
B
B
B
B
B
B B B B
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
B B B B B
BB
B
B
B
B
B
B
BB B B B
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
BB
BB Pe Pe Pe Pe
Pe Pe Pe Pe
B BPe Pe Pe Pe
Pe Pe Pe Pe
Pl Pl
B
B
B
B B B B B B
B
B
BBBBB
G
GG
G G
GGGGG
SpSp
SpSpSp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
SpSp
SpSpSp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSp
SpSpSp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
SpSp
SpSp
Sp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSp
B
Pe
Pe
PeB
BB G
GG G
Pl
Pl
Pl
Pl
Pl
Pl
SpSp
Sp
Sp
Sp
Sp
SpSp
Pl
Pl
Pl
Pl
Pl
Pl
SpSp
SpSp
Sp
Sp
Sp
Sp
Pl
Pl
Pl
Pl
Pl
Sp
Sp
Sp
Sp
Sp
Pl Pl Pl PlPl Pl Pl Pl Pl
Sp Sp Sp Sp Sp Sp
Sp Sp Sp Sp Sp Sp
Pl Pl Pl Pl Pl PlSp Sp Sp Sp
SpSpSpSp
C
C
C
C
C
C
C
C
C
C
C
C
C
C
GG
BB
Sp Sp Sp Sp Sp SpSp
Sp
SpSp Sp Sp Sp Sp Sp Sp
Rim
=94.
46In
v. N
E=92
.69
(±.1
5Øst
eel)
Inv.
SW
=92.
62 (
±.15
Øpvc
)
Rim
=95.
24In
v. N
E=91
.27(
±.20
Øpvc
)In
v. S
W=9
1.26
(±.2
0Øpv
c)
Rim
=94.
84In
v. N
E=90
.28(
±.20
Øpvc
)In
v. S
W=9
0.27
(±.2
5Øpv
c)In
v. N
W=9
3.06
(±.1
0Øpv
c)In
v. N
W=9
3.06
(±.1
0Øpv
c)
DISTRICT LOT4805 GROUP 1,
N.W.D.
DISTRICT LOT 3044 GROUP 1, N.W.D.
(604
) 59
7-91
89V3
W 3
E9SU
RREY
, B.C
.20
1-12
448
82nd
AVE
NUE
MUR
RAY
& AS
SOCI
ATES
sign
sign
HydroVault
bikerack
bikerack
rackbike
conc
. pad
conc
. pad
sign
stair
stair
stair
top of bank
bottom of bank
bottom of bank
top of bankstair
edge
of l
ands
capi
ng
stair
bottom of bank
top of bank
stair
stair
stair
stair
bottom of bank
top of bank
bottom of bank
top of bank
bottom of bank
top of bank
stair
edge of landscaping
edge of landscapingdripline
stair
linedrip
linedrip
linedrip
linedrip
linedripline
drip
ramp
stair
edge of landscaping
Rim
=94.
16In
v. N
=93.
30 (
±.15
Ø)In
v. S
=93.
34 (
±.15
Ø)In
v. W
=93.
04 (
±.15
Ø tr
ap)
Rim
=95.
36 (
G6D
N81)
Inv.
N=9
3.65
(±.2
5Ø)
Inv.
E=9
3.81
(±.1
5Ø)
Inv.
S=9
3.70
(±.2
0Ø)
Inv.
S=9
3.70
(±.2
0Ø)
Rim
=95.
44(G
6D N
1C)
Inv.
N=8
9.91
(±.3
0Ø)
Inv.
E=9
0.43
(±.2
5Ø)
Inv.
E=9
2.73
(±.2
5Ø)
Inv.
S=8
9.91
(±.4
5Ø)
Rim
=95.
38In
v. N
=90.
03(±
.25Ø
)In
v. E
=92.
68(±
.15Ø
)In
v. E
=90.
11(±
.20Ø
)In
v. S
=90.
04(±
.25Ø
)
Rim
=95.
78In
v. N
=90.
22(±
.35Ø
)In
v. S
=90.
23(±
.35Ø
)In
v. W
=90.
28(±
.25Ø
)
Rim
=95.
74In
v. N
=90.
29(±
.25Ø
)In
v. S
E=90
.57(
±.25
Ø)In
v. S
=90.
31(±
.25Ø
)
Rim
=94.
66In
v. S
=93.
33(s
ump
gate
)
bike rack
Rim
=93.
38In
v. N
=92.
66In
v. S
W=9
2.85
(±.1
5Ø)
105
21
0
SCAL
E 1
: 15
0AL
L DI
STAN
CES
ARE
IN M
ETRE
S
asphalt
concrete
asphalt sidewalk asphalt sidewalk
gravelgravel
gravel
FILE
861
3FA
Cont
our I
nter
val =
0.2
5m
Geod
etic
Ele
vatio
n =
93.6
31
NOTE
S :
All e
leva
tions
and
dist
ance
s sh
own
are
in m
etre
s.El
evat
ions
are
der
ived
from
UBC
Mon
umen
t W
-W, l
ocat
edon
Eas
t M
all i
n fr
ont
of t
he C
EME
Build
ing
(bet
wee
nAg
rono
my
Road
and
Uni
vers
ity B
oule
vard
)
DISTRICT LOT BOUNDARYEAST M
ALLEAST M
ALL
ENGINEERING LANE
ENGI
NEER
ING
ROA
D
SKET
CH S
HOW
ING
TOPO
GRAP
HIC
SURV
EY O
FPO
RTIO
NS O
FDI
STRI
CT L
OTS
3044
AND
480
5, G
ROUP
1,
NEW
WES
TMIN
STER
DIS
TRIC
TEN
GINE
ERIN
G DE
SIGN
CEN
TRE
UNIV
ERSI
TY O
F BR
ITIS
H CO
LUM
BIA
MAY
16,
200
8
94
94
94
94
94
94
94
9495
95
95
95
95
9595
95
95
95
95
95
96
96969696
96
96
96969696
96
96
96
96
96
96
96
96
96
96
96
97
96.0696.05
96.0195.87
95.88
95.88
95.88
95.85
gv
96.01
96.00
stop
sig
n
96.02
96.01
96.0095.97
95.84
95.87lam
p st
nd
wv
wv
wv
96.02
96.06
96.0796.03
95.89
95.89
95.88
95.88
fire
hyd
top
150mm deciduous
150mm deciduous
96.1196.14
96.11
96.09
95.9696.05 96.10
96.0995.88
95.9495.91
96.0996.13
96.1196.09
96.09
96.0796.09
96.11
96.1596.17
96.1796.13
96.1396.15
96.1496.11
96.1196.14
96.0896.09
96.06
95.90
95.90
95.91
95.92
traf
fic s
ign
elec
tric
al b
oxm
h BC
Tel
mh
BC H
ydro
96.2796.27
96.2996.28
96.22
96.2396.03
96.01
95.91
95.94
95.94
95.92
95.90
95.89
95.90
96.20
96.06
96.03
95.88
95.95
95.8995.88
95.8495.92
95.94
95.96 95.96
95.92
95.91
95.93
95.8895.68
95.76 95.81
95.78
95.74
95.82
95.72
96.2096.26
96.2696.28
96.2796.24
95.8895.91
95.9295.92
95.9396.00
95.8195.74
95.7295.6995.65
95.55
95.57
95.55
95.5995.6395.64
95.69
95.69
95.68
95.6795.8295.90
95.7495.55
95.55
95.49
lam
p st
nd
fire
hyd
top
wv
wv
stop
sig
n
lam
p st
nd
95.63
95.73
gv
95.4295.37 95.44
95.6095.61
95.66
95.4795.43
95.66
lam
p st
nd
95.63
95.44
95.40
95.36
95.26
95.22
95.09
94.97
94.95
elec
tric
al b
ox
lam
p st
nd
95.21
95.35
95.44
95.53
96.21
97.00
96.83
95.89
96.12
96.09
96.31
95.36
95.08
94.9495.64
95.82
95.80
95.8395.84
95.83
95.81
mh
BC H
ydro
95.85
95.82
95.89
95.90
95.12
95.21
95.25
95.17
95.1795.18
95.2195.23
95.34
95.30
stop
sig
n 95.1095.17
95.16
95.60
95.59
95.60
95.6194.35
94.37
94.36
94.3494.22
94.22
wv
gv
95.44
95.38
94.8794.67
94.7394.67
94.82
94.83
94.85
95.00
95.0095.03
95.9295.91
94.94
94.76
94.52
lamp stnd94.44
94.2494.30
94.2594.40
93.39
93.81
93.4293.41
94.0594.1894.2194.31
94.30
94.3294.33
ic
94.17
94.18 94.19
94.11
94.11
94.16
94.17
94.2194.19
94.4294.43
94.19
94.22
94.23
94.22
94.31
94.51
94.63
94.69
94.7394.7394.66
94.65
94.41
94.37
94.34
94.3394.32
94.29
94.24
94.24
94.2794.28
94.2894.28
94.1994.20
94.18
94.22
96.04
95.89
95.83
95.76
95.55
95.46
95.45
95.07
94.93
94.73
94.49
94.23
95.44
94.06
94.2294.27
94.16
94.36
94.60
94.36
94.2394.28
94.2894.33
94.2994.39
94.4194.42
94.49
94.56
94.5794.5394.55
ic
94.21
94.56
94.2594.2994.39
94.4094.38
94.28
94.36
94.1994.1994.2494.5794.60
94.58
94.4794.47
94.54
94.58
ic
95.89
95.79
94.9494.99
96.0195.85
560mm pine
470mm pine
450mm pine
340mm pine
500mm pine
420mm pine
400mm cherry
410mm pine
330mm tree
irr. v
alve
100.12parapet elev
100.10parapet elev
100.12parapet elev
103.83parapet cnr elev
103.75parapet cnr elev
103.75parapet cnr elev
98.23roof elev cnr
98.24roof elev cnr
107.91parapet cnr elev
107.89parapet cnr elev
105.32parapet cnr elev
125.05parapet cnr elev
115.50parapet cnr elev
114.76roof elev cnr
118.34roof top
96.22
96.22
96.21
96.2696.26
96.2796.19
96.23
96.24
96.28
96.11
125.02parapet cnr elev
122.61parapet cnr elev
95.9696.00
96.0095.97
95.9795.9695.97
95.98
95.9595.9795.96
95.9795.97
95.9895.98
95.9695.96
ic
ic
ic
ic
95.87
96.02
95.95
95.9595.99
95.99
95.52
96.00
96.28
95.97
95.9695.97
95.9795.97
96.00
96.27
95.85
95.69
95.75
95.80
95.90
95.99
96.26
95.66
95.58
95.62
95.66
95.80
lam
p st
nd
95.97
wv
95.97
95.97
95.98
96.26
95.55
95.47
95.51
95.55
95.67
ic
ic
95.96
95.99
96.27
95.47
95.34
wv
wv
fire
hyd
top
95.38
95.41
95.52
lam
p st
nd
95.32
94.6794.46
94.56
94.5994.68 94.65
94.6294.66
94.62
94.6094.58
94.53
98.78
95.96
95.99
96.27
95.32
95.22
95.24
95.25
94.48
94.50
94.73
95.17
95.3595.36
95.23
95.26
95.19
94.12
94.05
94.07
95.9795.9895.9895.98
95.98
96.2795.23
95.24
95.9896.27
95.19
95.25
95.08
95.16
95.23
95.15
94.17
elec
tric
al b
ox
lam
p st
nd
95.97
95.9795.80
95.79
95.9795.9795.94
96.28
ic
95.93
96.26
94.95
94.90
95.01
95.08
95.0794.98
95.0795.06
95.07
95.0295.03
95.0495.04
95.08
95.34
95.36
96.26
95.01
95.30
95.29
96.26
94.96
95.16
95.17
96.26
94.9294.8996.2695.05
95.04
93.95
93.93
93.97
94.02
93.9693.9393.98
93.97
93.9893.98
93.9793.98
93.97
ic ic
93.92
93.9593.95 93.92
93.96
94.91
93.9393.95
94.97
94.97
lam
p st
nd
94.92
94.83
93.98
93.95
93.89
93.8793.85
93.85 93.8693.89
93.91
94.0094.05
94.0394.10
94.07
94.07
94.0893.97
93.92
94.4894.43
94.44
94.49
94.46
94.50
94.37
94.54
94.49
96.0095.98
96.00
99.53o/h walkway bot end
99.54o/h walkway bot end
99.97o/h walkway bot
99.97o/h walkway bot
99.99o/h walkway bot
99.98o/h walkway bot
103.76o/h walkway top end
103.94parapet cnr elev
98.47o/h walkway bot end
98.75o/h walkway bot end
102.76o/h walkway top end
102.78o/h walkway top end
sprin
kler
hea
d
94.59
94.78
94.96
96.26
96.26
94.95
94.7694.76
94.84
94.73
94.8694.70
94.64
94.60
94.5694.55
94.69
94.72
ic
ic
94.73
94.91
95.04
95.10
95.31
95.40
94.68
wv
wv
94.82
94.60
94.48
94.43
94.36
94.5394.50
94.5694.57
94.60
94.60
94.6294.6394.45
94.45
bollard
bollardbollard
95.88
95.15
94.6696.27 94.71
94.69
96.0196.01
95.98
96.02
96.0296.01
96.28
94.68
94.70
94.92
95.01
95.08
95.01
95.03
94.92
94.96
94.93
94.87
94.07
94.04
94.05
94.07
94.09
94.1294.30
94.71
95.1094.71
94.5594.02
94.1594.50
94.47
94.33
94.11
94.0094.01
94.0194.03
93.99
94.00
94.0294.23
94.51
94.1294.34
94.28
99.2599.20
99.21
99.2199.23
99.33o/h walkway bot end
98.48o/h walkway bot end
102.78o/h walkway top end
102.76o/h walkway top end
103.76o/h walkway top end
103.77o/h walkway top end
96.89
96.89bldg overhang
101.01bldg overhang
103.83parapet elev
99.57o/h walkway bot end
99.55o/h walkway bot end
100.69o/h walkway bot end
100.69o/h walkway bot end
104.08o/h walkway top end
104.07o/h walkway top end
101.00bld o/h cnr
103.92parapet cnr elev
113.08parapet cnr elev
113.06parapet cnr elev
113.01parapet cnr elev
114.77roof bot cnr
93.98
93.97
93.96
93.94
93.83
93.98
93.92
93.92
94.03 94.25
93.97
93.9893.98
93.96
94.01
94.08
94.2994.36
94.41
94.4294.37
94.3494.28
94.34
94.33
94.35
94.33
94.39
94.3594.32
94.3393.99
94.0293.81
93.98
lamp stnd
94.41
94.48
94.53
lamp stnd
94.41
94.46
94.49
94.48
94.44
94.42
94.24
94.24
94.10
94.00
94.00
93.88
93.65
93.5693.5293.58
93.58
93.59
93.67
93.59
93.70
93.82
93.8293.95
ic
93.96
93.8493.81
ic
93.82
93.8694.00
94.03
93.89
94.23
93.95
93.41
93.57
93.53
93.51
94.01
lam
p st
nd
94.27
94.47
240mm cedar
94.49
260mm cedar
94.41
190mm birch
94.64
94.62
94.49
94.2194.25
94.24
94.22
94.3394.34
94.55
94.35
94.39420mm hemlock
94.54
94.23
93.87
93.42
93.38
93.31
93.40
93.26
99.22parapet cnr elev
103.30parapet cnr elev
100.99bld o/h cnr
100.99bldg overhang103.30
parapet elev
99.22parapet elev
100.10parapet cnr elev
100.09parapet elev
116.50roof top end
99.47o/h walkway bot end
99.23o/h walkway bot end
103.93parapet elev
93.44
93.3293.27
93.4693.53
93.47
93.21
93.2093.36
100.09parapet cnr elev
100.10parapet cnr elev
103.79parapet cnr elev
116.07parapet cnr elev
116.10
116.13parapet cnr elev
107.49parapet cnr elev
107.45parapet cnr elev
95.24
94.84
lam
p st
nd
103.79pillar top
UP
12
34
56
78
910
1112
1314
1516
1718
1921
2223
2425
2627
2829
3031
3233
3435
20
O/H
DO
OR
UP
CANOPY ABOVE
O/H DOOR
ELEVATOR
STAIR 3
STAIR 6
O/H
DO
OR
STAIR 5
FUTUREACCESSIBLE
LIFT
FUTURELIFT
FUTURETOP LANDING
891011121314151617
1 2 3 4 5 6 7
UP
UP
1234567891011121314151617182223242526272829303132333435
192021
SLOPED GLAZING
UP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
RWL
RWL
RWL
RWL
RWL
RWL
STEELPOST
STEELPOST
STEELPOST
STEELPOST
STEELPOST
POTENTIAL FUTURE CONNECTIONSTO COURTYARD
NIC
CONTRACTORSTAGING AREA
FUTURETREENIC
NEWDRIVEWAY
TRASH &RECYCLE
AREACLASS BLOADING3m x 8.5m
550351660
9200
NEWSTAIR
NEW STAIRNIC
6 BIKESTALLS
SLO
PE D
OW
N
NEW ELECTRICAL SERVICE TO ORIGINATE FROM BRIMBACOMBE BUILDING, IF APPROVED.ROUTING TO BE DETERMINED.
NEW RAMPNIC
NEWRAMP
FUTURETREENIC
EXTGTREE
EXTGTREE
EXTGTREE
1031047001200
NEW STREET TREE W/ GRADE PLANTER
6 BIKESTALLS
6 BIKE STALLS
6 BIKE STALLS
AREA DRAIN
ELEVATION - PROPOSED
RECYCLE BIN
AD
95.530 m EEL:
FOR DETAILED SITE, GRADING & UTILITIES INFORMATIONREFER ALSO TO SURVEY, CIVIL & LANDSCAPE DESIGN
SITE LEGEND & NOTES:
NEW STREET TREE W/ GRADE PLANTER
+/- 16250 43345 6700
3500
1768
554
60
1085
SETB
ACK
AT L
2 & L
3
SETB
ACK
AT L
2 & L
3
CURB
AT
EAST
MAL
L
NEW STREET TREE W/ GRADE PLANTER
NEW STREET TREE W/ GRADE PLANTER
O/S FACE OF CEME BLDGSOUTH WALL
O/S FACE OF CLADDINGNORTH WALL
O/S FACE OF CLADDINGSOUTH WALL
T/O SLOPED ATRIUM GLAZINGSOUTH EAST EDGE
CURB ATENGINEERING LANE
PROJ
ECT
WES
T MA
LL
CEME
BLD
GEX
TERI
OR W
ALL
ENTRY - A(MAIN)
ENTRY - C(NORTH)
ENTRY - B(WEST)
SIAMESECONNECTION
FIRE DEPTANNUNCIATOR
PANEL & LOCK BOX
RELOCATEDFIRE HYDRANT
SOLID WALL AT EXISTING CEME BUILDING
SOLID WALL AT EXTG CEME BUILDING
SIDE
SET
BACK
NORT
H
SIDE
SET
BACK
SOUT
H
L2 & L3 FRONT SETBACKEAST
REAR SETBACKWEST
LOADING
EXITSTAIR
EXITSTAIR
M+ESERVICEACCESS
9900
L1 & MEZZANINE FRONT SETBACKEAST
BUILDING DEPTH
TRASH & RECYCLE ENCLOSURE:NORTH, WEST & SOUTH PERIMETER TO BE CHAINLINK 6FT HIGHEAST WALL TO BE CONCRETE WITH SLIDING GATEGATE TO BE CEDAR HORIZONTAL SLATS ON GALV STEEL HSS FRAME
GAS METER ENCLOSURE:PERIMETER TO BE
CHAINLINK 6FT HIGH
TINT CONC TOMATCH EXTERIOR
RELOCATEDSTREET LIGHT
RELOCATEDSTREET LIGHTRELOCATED
STREET LIGHT
RELOCATEDSTREET LIGHT
1350
2435
ATRIUM ROOFOVERHANG
O/S
FACE
OF
CONC
BEA
M/CU
RBW
EST
WAL
L
O/S
FACE
OF
CLAD
DING
EAST
WAL
L
1A801
96
.000
94
.850
94
.850
94
.850
94
.850
94
.850
R
MAI
N B
UIL
DIN
G &
STA
IR 2
ATR
IUM
NOTES1.
2.
3.
4.
5.
EXISTING SERVICES DEPICTED ON THIS DRAWING ARE SCHEMATIC ONLY AND ARE NOT SHOWN ACCURATELY. DO NOT RELY ON THIS INFORMATION. ANY PERSON, COMPANY OR AGENT RELYING ON THE LOCATION OF EXISTING SERVICES MUST THEMSELVES IDENTIFY THE LOCATION OF EXISTING SERVICES PRIOR TO WORK BEING PERFORMED. NOTIFY THE ARCHITECT OF ANY DESCREPANCIES WITH TIME BEING OF THE ESSENCE. REFER TO SURVEY DRAWINGS FOR EXISTING SERVICES.
THIS DRAWING TO BE READ IN CONJUNCTION WITH UNIVERSITY OF BRITISH COLUMBIA SERVICE RECORDS, UTILITY RECORDS, OWNER'S SITE SURVEY DRAWING(S), CIVIL, ELECTRICAL, FIRE PROTECTION, PLUMBING, AND MECHANICAL DRAWINGS.
PROTECTION FENCING FOR EXISTING TREES TO REMAIN. PROTECTION WILL COMPRISE 1.2m HT. PLASTIC PROTECTION FENCING COMPLETELY SUROUNDING THE ROOT AREA OF THE EXISTING TREES, OR MINIMUM 3m OUTSIDE OF THE DRIPLINE OF THE EXISTING TREES, WHICHEVER IS GREATER.
CIVIL & LANDSCAPE:REFER TO LANDSCAPE DRAWING FOR LANDSCAPE DESIGN.REFER TO CIVIL DRAWING FOR CIVIL DESIGN.
SURVEY:ALL EXISTING SITE INFORMATION DEPICTED ON THIS DRAWING IS PROVIDED BY THE OWNER VIA THE FOLLOWING SURVEY PLAN:"SKETCH SHOWING TOPOGRAPHIC SURVEY OFA PORTION OF DISTRICT LOT 3044 AND 4805,GROUP 1, NEW WESTMINSTER DISTRICT,UNIVERSITY OF BRITISH COLUMBIA."BY: MURRAY & ASSOCIATES, TEL: (604) 597-9189201-12448 82nd AVENUE, SURREY, BC, V3W 3E9
EXISTING GRASSEDCOURTYARD
CEMEBUILDING
(EXISTING)
CIVIL DESIGNSTUDIO
(EXISTING)
CHEEZECOURTYARD
ENGINEERING LANE
BRIMBACOMBE(AMPEL)
BLDG(EXISTING)
EA
ST M
ALL
EN
GIN
EE
RIN
G R
OA
D
HEALTH SCIENCESPARKADE(EXISTING)
CHEM / BIOENGINEERING
BLDG(EXISTING)
McLEODBLDG
(EXISTING)
EXISTING BRIDGES AT2ND FLOOR ABOVE
EXI
STI
NG
SID
EW
ALK
EXI
STI
NG
SID
EW
ALK
CEMEBUILDING
(EXISTING)
EXI
STI
NG
SID
EW
ALK
EXI
STI
NG
SID
EW
ALK
2345 EAST MALL
EXISTING RAISED COVERED WALKWAY
EXISTINGFIRE HYDRANT
RE-INSTATE GRASSLANDSCAPE AREAON COMPLETION
PROJECT SITE
AREA A:PROJECT SITE
AREA B:SIDEWALK& BLVD
EDGE OF CONCRETE ABOVE
EDGE OF CONCRETE ABOVE
EDGE OF CONCRETE ABOVE
ED
GE
OF
CO
NC
RE
TE A
BO
VE
EDGE OFCONCRETE ABOVE
1525
4880
3050
4880
1982
5575
2189
2
42700
30503050 4575 9150 9150 9150 4575
94.30EL:
96.00EL:
3 Y
AR
D3
YA
RD
RRRRR
RRRRR
RRRRR
RRRRR
EXIS. STAIR
EXIS. ASPHALT SIDEWALK
EXIS. CONCRETE SIDEWALK
EXIS. CONCRETE SIDEWALK
EXIS. BRICK PAD
G100
GASMETER
AD
AD
AD
AD
Pl
Pl PlPl Pl
Pl Pl
Pl Pl
Pl Pl
Pl Pl
Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl Pl
B B B B
B
B
B
B
B
B B B
Pe Pe Pe
Pe Pe Pe
Pe Pe Pe
B B B B B
B
B
B
B
B
B
B
B
B
B B B B
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
B B B B B
B
B
B
B
B
B
B
B
B
B B B B
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
Pe Pe Pe Pe
BB
BB Pe Pe Pe Pe
Pe Pe Pe Pe
B BPe Pe Pe Pe
Pe Pe Pe Pe
Pl Pl
B
B
B
B B B B B B
B
B
BBBBB
G
GG
G G
GGGGG
SpSp
SpSpSp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
SpSp
SpSpSp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSp
SpSpSp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
Pl Pl Pl
SpSp
SpSp
Sp
Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSpSp Sp
SpSp
B
Pe
Pe
PeB
BB G
GG G
Pl
Pl
Pl
Pl
Pl
Pl
SpSp
SpSp
Sp
Sp
SpSp
Pl
Pl
Pl
Pl
Pl
Pl
SpSp
SpSp
Sp
Sp
Sp
Sp
Pl
Pl
Pl
Pl
Pl
Sp
Sp
Sp
Sp
Sp
Pl Pl Pl PlPl Pl Pl Pl Pl
Sp Sp Sp Sp Sp Sp
Sp Sp Sp Sp Sp Sp
Pl Pl Pl Pl Pl PlSp Sp Sp Sp
SpSpSpSp
C
C
C
C
C
C
C
C
C
C
C
C
C
C
GG
BB
Sp Sp Sp Sp Sp SpSp
Sp
SpSp Sp Sp Sp Sp Sp Sp
UP
12
34
56
78
910
1112
1314
1516
1718
1921
2223
2425
2627
2829
3031
3233
3435
20
STAIR 3S03
ATRIUM &STUDENT COMMONS
100
O/H
DO
OR
UP
CANOPY ABOVE
O/H DOOR
O/H
DO
OR
STAIR 2S02
ELEVATORE01
STAIR 5S05
COMPETITIONSPACE
101
UniWC111
CORRIDOR110
COMPOSITESWORKROOM
101A
DESIGNSTUDIO
102JANITOR112
STAIR 7S07
M+E160
FUTUREACCESSIBLE
LIFT
FUTURELIFT
FUTURETOP LANDING
891011121314151617
1 2 3 4 5 6 7
UP
UP
1234567891011121314151617182223242526272829303132333435
192021
STAIR 1S01
STAIR 6S06
SLOPED GLAZING
UP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
100A
RWL
RWL
RWL
RWL
RWL
RWL
STEELPOST
STEELPOST
STEELPOST
STEELPOST
STEELPOST
CONTRACTORSTAGING AREA
NEWDRIVEWAY
TRASH &RECYCLE
AREACLASS BLOADING3m x 8.5m
550351660
9200
NEWSTAIR
6 BIKESTALLS
SLO
PE D
OW
N
NEWRAMP
1031047001200
NEW STREET TREE W/ GRADE PLANTER
6 BIKESTALLS
6 BIKE STALLS
6 BIKE STALLS
AREA DRAIN
ELEVATION - PROPOSED
RECYCLE BIN
AD
FOR DETAILED SITE, GRADING & UTILITIES INFORMATIONREFER ALSO TO SURVEY, CIVIL & LANDSCAPE DESIGN
SITE LEGEND & NOTES:
NEW STREET TREE W/ GRADE PLANTER
+/- 16250 43345 6700
3500
1768
554
60
1085
SETB
ACK
AT L
2 & L
3
SETB
ACK
AT L
2 & L
3
CURB
AT
EAST
MAL
L
NEW STREET TREE W/ GRADE PLANTER
NEW STREET TREE W/ GRADE PLANTER
O/S FACE OF CEME BLDGSOUTH WALL
O/S FACE OF CLADDINGNORTH WALL
O/S FACE OF CLADDINGSOUTH WALL
T/O SLOPED ATRIUM GLAZINGSOUTH EAST EDGE
CURB ATENGINEERING LANE
PROJ
ECT
WES
T MA
LL
CEME
BLD
GEX
TERI
OR W
ALL
ENTRY - A(MAIN)
ENTRY - C(NORTH)
ENTRY - B(WEST)
SIAMESECONNECTION
FIRE DEPTANNUNCIATOR
PANEL & LOCK BOX
RELOCATEDFIRE HYDRANT
SOLID WALL AT EXISTING CEME BUILDING
SOLID WALL AT EXTG CEME BUILDING
SIDE
SET
BACK
NORT
H
SIDE
SET
BACK
SOUT
H
L2 & L3 FRONT SETBACKEAST
REAR SETBACKWEST
LOADING
EXITSTAIR
EXITSTAIR
M+ESERVICEACCESS
9900
L1 & MEZZANINE FRONT SETBACKEAST
BUILDING DEPTH
TRASH & RECYCLE ENCLOSURE:NORTH, WEST & SOUTH PERIMETER TO BE CHAINLINK 6FT HIGHEAST WALL TO BE CONCRETE WITH SLIDING GATEGATE TO BE CEDAR HORIZONTAL SLATS ON GALV STEEL HSS FRAME
GAS METER ENCLOSURE:PERIMETER TO BE
CHAINLINK 6FT HIGH
TINT CONC TOMATCH EXTERIOR
RELOCATEDSTREET LIGHT
RELOCATEDSTREET LIGHT
RELOCATEDSTREET LIGHT
RELOCATEDSTREET LIGHT
1350
2435
ATRIUM ROOFOVERHANG
O/S
FACE
OF
CONC
BEA
M/CU
RBW
EST
WAL
L
O/S
FACE
OF
CLAD
DING
EAST
WAL
L
1
A801
96
.000
94
.850
94
.850
94
.850
94
.850
94
.850
R
MAI
N B
UIL
DIN
G &
STA
IR 2
ATR
IUM
ENGINEERING LANE
BRIMBACOMBE(AMPEL)
BLDG(EXISTING)
EAS
T M
ALL
EX
ISTI
NG
SID
EW
ALK
CEMEBUILDING
(EXISTING)
EX
ISTI
NG
SID
EW
ALK
2345 EAST MALL
EXISTING RAISED COVERED WALKWAY
EXISTINGFIRE HYDRANT
RE-INSTATE GRASSLANDSCAPE AREAON COMPLETION
PROJECT SITE
AREA A:PROJECT SITE
AREA B:SIDEWALK& BLVD
EDGE OF CONCRETE ABOVE
EDGE OF CONCRETE ABOVE
EDGE OF CONCRETE ABOVE
EDG
E O
F C
ONC
RET
E AB
OVE
EDGE OFCONCRETE ABOVE
F
A
G
E
C
B
D
1525
4880
3050
4880
1982
5575
2189
2
42700
7 8
3050
654321
3050 4575 9150 9150 9150 4575
3.1 5.1
F.1
No. Date DescriptionISSUE / REVISION:
DRAWING NUMBER:
CONSULTANTS:
PROJECT TITLE:
DRAWING TITLE:
PROJECT PHASE:
LMAL Project No.:
File name:
Date Plotted:Scale:Drawn:Checked:
WHITE
ENGINEERINGDESIGN CENTRE
UBC
SITE PLAN
WAYNE and WILLIAM
Dev Permit Documents
A002
0803
1:200
- START CONSTRUCTION2008.08.18DOCUMENTS
- 50% CONSTRUCTION2009.09.17DOCUMENTS
- 25% CONSTRUCTION2009.08.26DOCUMENTS
- AUDP UPDATE2010.02.02
- DEVELOPMENT PERMIT2010.03.26
McFarland Architects Ltd. (including its employees and agents) can take no responsibility for the accuracy or use of any information on this drawing pertain-ing to existing site conditions, including buildings, services and utilities. It is the responsibility of the person using said information to verify its accuracy. Should any discrepency with the actual site conditions be found, it must be reported to the Architect, with time being of the essence.
Marceau
This drawing, as an instrument of service, is the property of Mc Farland Architects Ltd. and may not be reproduced without their permission and unless the reproduction carries their name. All designs and other information shown on this drawing are for use on the specified project only and shall not be used otherwise without written permission of this office.
Marceau
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303 - 2930 Arbutus StreetVancouver, BC, V6J 3Y9t. 604 733 1115f. 604 733 9345www.mmal.ca
McFARLAND MARCEAU A R C H I T E C T S L T D
0803 CD Plans + Site Plans