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REALIGNED DITCH
TIE INTO EXDITCH
REALIGNED DITCHPROPOSEDCULVERT
TIE INTO EX PAVEMENT
REALIGNEDDITCH
PROPOSEDCULVERT
PROP EDGE OFPAVEMENTPROPSHOULDER
PROP PAVEMENTWIDENING
PROP PAVEMENTWIDENING/DRIVEWAY ACCESS
PART 1
PART 2
PART 4
PART 3
PART 5
PART 6
PART 7
PART 8
9 LOADING DOCKS
CLE
ARVI
EW C
REE
K
AB
A BCD
62 TRUCK LEVEL DOORS
53 TRUCK LEVEL DOORS
C
A B C A
AB
CD
C
C
CCD
CD
CD
CD
CD
B C
N45°41'00''W
386.830
N38
°00'
55''E
407.
010
N38
°30'
55''E
407.
550
N45°32'45''W
383.350
1
2
3
4
PART 1
PART 2
PART 4
PART 3
N28°40'40''W
31.389
N10°51'40''E
29.517
N14°27'45''E
36.829
N28°28'35''W21.383
N45°32'45''W
253.617
N86°27
'50''E
13.335
N38°30'55''E
357.280
42.175N
31°13'50''E
49.608N
31°13'50''E
N23°55'15''W3.668
2.39
2N
48°4
9'25
''E
N45°32'45''W8.218
PART 5
PART 6
PART 7
PART 8
BLDG 'A'INDUSTRIAL / WAREHOUSE
32,490.92 m2
(349,729.57 sqft)
OFFICE
OFFICE
15
15
5.706.00
17
LINE OF FUTURE ROAD WIDENING
6.83
3m LANDSCAPE BUFFER STRIP
15.0
0
15 m FRONT YARD SERTBACK
14.287.14 7.14
5.70 2.70
5.70
23
15
15
15
4.50
CONCRETE APRON CONCRETE APRON
18.2
9
DESIGNATED FIRE ROUTE
TWO
INC
OM
ING
LAN
ES
TWO
OU
TBO
UN
D L
ANES
LAN
DSC
APE
AREA
18.2
960
FT.
16.46
12.1
9 18.2960 FT.54 FT.
40 F
T.
299.11[981'-4"]
BLDG 'B'INDUSTRIAL / WAREHOUSE
28,972.27 m2
(311,854.96 sq ft)
120m OFFSET FROM PROPERTY LINE,BUILDING HEIGHT RESTRICTED TO 11.0m
4.50 6.00
18.2
960
FT.
12.1
940
FT.
4.5 m SCREEN WALL
33.6
0
18.20
18.20
40.0
02.
00
2.00 40.00
58.46
66.95
DESIGNATED FIRE ROUTE
DES
IGN
ATE
D F
IRE
RO
UTE
DES
IGN
ATE
D F
IRE
RO
UTE
16.3
0
2.00
6.00
1.00
0.15
6.00
2.00
1.00
0.15
CONCRETE APRON CONCRETE APRON
18.2
9
266.19[873'-4"]
21.7
1
1.08
1.52
2.63
5.706.00
AB
ORR ROAD ALIGNMENT PROPOSED FUTURE
OFFICE
14.55
2.00
OFFICE
14.55
24.8
8
A BCD
1.00
TRUCKING COURT
25
13
8
11
8
20
26
22
86 TRAILER PARKING SPACES
12 TRAILER PARKING SPACES
62 TRUCK LEVEL DOORS
55 TRUCK LEVEL DOORS
116.
82[3
83'-3
1/4
"]
20.7
520.7
5
18.0
0
18.0
0
10.0
6
10.0
6
10.0
6
10.0
6
CENTRE LINE OF ORIGINAL ROAD ALLOWANCE245.00
CENTRE LINE OF ORIGINAL ROAD ALLOWANCE
TAPPER
4.11
3.00
0.30 RESERVE
1.27
6.00
5.70
50.2
0
53.1
1
57.96
1.91
7.40
116.
82[3
83'-3
1/4
"]
12.1
940
FT.
60 F
T.
16.4654 FT.
15
6.00
15
24
23
1617
33.50
34.002.00
2.21
C
A B C A
AB
CD
C
C
C
120.
00
LANDS. CONC. WALK2.00
LANDS.
LAN
DS.
LANDS.
CO
NC
. WAL
K
LANDSCAPED AREA
25.8
3
CD
CD
LANDS. LANDS.
1.80
LANDS.
1.80 CONC. WALK
1.80
CONC. WALK
CONC. WALK
LANDS.
CD
CD
CD
B C
LANDS.
LANDSCAPED AREA
LANDSCAPED AREA
TRUCKING COURT
DES
IGN
ATE
D F
IRE
RO
UTE
R12.0
R12.0
DESIGNATED FIRE ROUTE
DESIGNATED FIRE ROUTE
DES
IGN
ATE
D F
IRE
RO
UTE
R12.0R12.0
R6.19
R12.48
R12.0 R12.0
SITE STATISTICSSITE AREA 155,945.04 m2 or 38.53 acres
ZONING E2 - BUSINESS EMPLOYMENT
SETB
ACKS
FRONT YARD (EAST)WINSTON CHURCHILL BLVD.
REAR YARD (WEST)
INTERIOR SIDE YARD (NORTH)
REQUIRED PROVIDED
LOT FRONTAGE 30.00 m (MIN) 386.83 m
25.83 m
50.20 m
18.20 m
56.94 m
TOTAL BUILDING G.F.A. or
SITE COVERAGE
61,463.19 m2
48,463.63 m2
661,585 sf
39.41 %or
LANDSCAPED AREA (MIN. 10%) or 31.07 %
46,018.66 m2PAVED AREA or 29.52 %
61,463.19 m2
3.00 m
BUILDING HEIGHT (BUILDING A & B)
REQUIRED PROVIDED
14.91 m11.00 m (MAX)
75 spaces
PAR
KIN
G
INTERIOR SIDE YARD (SOUTH)
WAREHOUSING1.0 space / 100 m2 for first 7,500 m2 of GFA
KEY MAP SCALE: N.T.S.
270 spaces
7,500 m2 @ 1.0 space / 100 m2
TRUE NORTH
PROJECT NORTHLEGAL DESCRIPTION
BOUNDARY AND TOPOGRAPHIC SURVEY OFPART OF LOT 1CONCESSION 3SOUTH OF DUNDAS STREET(GEOGRAPHIC TOWNSHIP OF TRAFALGAR)TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON
AS PREPARED BY:KRCMAR SURVEYORS LTD., 2015ONTARIO LAND SURVEYORS
ACCESSIBLE PARKING
10 spaces 10 spacesTYPE A & B SPACES2 + 2% of total provided
MAN DOOR
LOADING DOCK DOOR
DRIVE-IN / OVERHEAD DOOR
FH HYDRANT + VALVE
CB
DCB
CATCH BASIN
DOUBLE CATCH BASIN
BR BIKE RACK (2-3 BIKES)
SANMH
HP
CB/MH
SMH
SANITARY MAN HOLE
CATCH BASIN / MAN HOLE
STORM MAN HOLE
HYDRO POLE STANDARD / UTILITY POLE
HT HYDRO TRANSFORMER
ACCESSIBLE PARKING SPACE
SNOW STORAGE AREA
SYMBOL LEGEND
FIRE DEPARTMENT CONNECTION / SIAMESE
ACCESSIBLE PARKING SPACE SIGNAGE
TOTAL PARKING 345 spaces 367 spaces
18 spaces
SNW
G.F
.A.
BUILDING AOFFICE or863.06 m2 9,290 sf
3.00 m
3.00 m
1.0 space / 200 m2 for additional GFA53,963.19 m2 @ 1.0 space / 200 m2
WAREHOUSE or31,5524.24 m2 39,325 sfMECH. / ELECTR. or103.62 m2 1,115 sf
or32,490.92 m2 349,730 sf
BUILDING BOFFICE or724.16 m2 7,795 sfWAREHOUSE or28,144.49 m2 302,945 sfMECH. / ELECTR. or
or28,972.27 m2 311,855 sf
BICYCLE SPACES2 + 0.25 spaces / 1,000 m2 GFA (30 spaces max) 18 spaces
BUILDING 'A'
62 spaces
SNOW STORAGE
REFUSE STORAGE BINSG
TO BE REMOVED OFF- SITE
ABUTTING RAILWAY COORIDOR
ACCESSIBLE PARKING
6 spaces 6 spacesTYPE C SPACES4 + 1 for each 100 over 201
DOCK LEVEL DOORS
DRIVE IN DOORS
BUILDING 'B'
DOCK LEVEL DOORS
DRIVE IN DOORS
2 spaces
55 spaces
2 spaces
WINSTON CHURCHILL BLVD
ROYAL WIN
DSOR DRIV
EFORD DRIVE
386.83
27.1
2
3.00 m
56.94
M
E
CONCRETE TRAILER PARKING PAD
40.0
040
.00
5.70
5.70FR
3.65 2.00
2.70
3.20
TYP. PARKINGSPACE 2.7m x 5.7m
TYP. PARKINGSPACE 2.7m x 5.7m
FR
FR FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
9.0013.92
FR
FR
FRFR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
DRIVE-IN RAMP(6.8m x 18.3m TYP.)
DRIVE-IN RAMP(6.8m x 18.3m TYP.)
DRIVE-IN RAMP(6.8m x 18.3m TYP.)
DRIVE-IN RAMP(6.8m x 18.3m TYP.)
G G G G
G GG G
16.8
3
0.30
22.9
2
26.95
17.96
16.94
10.2
3
8.98
14.02
3.45
18.2
8
9
307.2311.27 16.80
M
E
HT
103.62 m2 1,115 sf2.00
1.80
1.80
1.80
FFE 95.20
FFE 95.20
1.80
LANDS.
PEDESTRIANCONNECTION
PEDESTRIANCONNECTION
PEDESTRIANCONNECTION
PEDESTRIANCONNECTION
CO
NC
. WAL
K
46.00
32,490.92
1 N/A
N/A
14.91
3
3.2.2.67.
N/A
F-2 T.B.D.
1
N/A
N/A
N/A
N/A
1,539.86
772 Winston Churchill Blvd., Building A772 Winston Churchill Blvd., Oakville, ON
Part 3
OBC References
1.4.1.2. [A]
3.1.2.1. (1)
The architect noted above has exercisedresponsible control with respect to designactivities. The architect's seal number is the architect's BCDN.
1.1.2. [A]
3.2.2.20.-83.
3.2.6.
3.2.4.
3.2.9.
3.2.2.17.
3.2.2.20.-83.
3.2.1.5.
3.2.2.20.-83.
3.2.2.10. & 3.2.5.
3.2.1.1. & 1.4.1.2.[A]
1.4.1.2. [A]
BOTH
BOTH
3.8.
3.1.17.
3.2.1.1.(3)-(8)
PERSONS
3.2.5.7.
NEW
ADDITION
F-2GROUP:
EXISTING: NEW:
ALTERATIONCHANGE OF USE
MAJOR OCCUPANCY
BUILDING AREA (m2)
Ontario's 2012 Building Code Data Matrix Part 3
PROJECT DESCRIPTION
Concord, ON L4K 0K7
Location:Name of Project:
Fax: (905) 660-7019Tel: (905) 660-0722
30 Great Gulf Drive, Unit 20
Certificate of Practice Number: 5810Firm Name: Baldassarra Architects Inc.
NEW:EXISTING:
ABOVE GRADE:
MEZZANINE:
BELOW GRADE:
IN LIEU OF ROOF RATING
BASEMENT ONLY
ENTIRE BUILDING
NOT REQUIRED
YES NO
YES NO
NOYES
NOYES
COMBUSTIBLE
COMBUSTIBLE
m2 / PERSON
OCCUPANCY: LOAD:
NO (EXPLAIN)YES
NO. OF STOREYS
GROSS AREA (m2)
HIGH BUILDING
BUILDING CLASSIFICATION:
NUMBER OF STREETS / ACCESS ROUTES:
HEIGHT OF BUILDING (m):
WATER SERVICE / SUPPLY IS ADEQUATE
FIRE ALARM REQUIRED
STANDPIPE REQUIRED
SPRINKLER SYSTEM PROPOSED
PERMITTED CONSTRUCTION
ACTUAL CONSTRUCTION
1ST FLOOR
MEZZANINE AREA (m2):
OCCUPANT LOAD BASED ON
BARRIER FREE DESIGN
TOTAL:
TOTAL:
NON COMBUSTIBLE
NON COMBUSTIBLE
DESIGN OF BUILDING
3.2.2.20.-83 & 3.2.1.4.
3.3.1.2. & 3.3.1.19.
3.2.3.
CONST. CLADDINGNON-COMB.
orDESRIPTION
LISTED DESIGN COMB
PERMITTED REQUIRED
YES NO
HORIZONTAL ASSEMBLIESFRR (HOURS)
HOURS
HOURS
HOURS
FRR OF SUPPORTINGMEMBERS
HOURS
HOURS
HOURS
orH/L OPENINGS
MAX % OFOPENINGS
% OF (HOURS)L/H PERMITTED PROPOSED FRR
EBFm2
AREA OF
FLOORS:
ROOF:
MEZZANINE:
MEZZANINE:
FLOORS:
ROOF:
(m)L.D.
Max. Unit
EAST
WEST
WALL
REQUIREDFIRE
RESISTANCERATING(FRR)
NORTH
SOUTH
HAZARDOUS SUSTANCES
SPATIAL SEPARATION - CONSTRUCTION OF EXTERIOR WALLS
LISTED DESIGN NO.OR DESCRIPTION (SB-2)
LISTED DESIGN NO.OR DESCRIPTION (SB-2)
[A] for Division A[C] for Division C
>15 N/A 100 N/A NO
1,219.22 N/A
>15 N/A 100 N/A YES
>15 N/A 100 N/A YES
SHELL PERMIT ONLY
32,490.92 32,490.92
32,490.92
N/A
3,945.26
3,945.26
>15 100 N/A NO
NO
NO
YES
YESN/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
28,972.27
1 N/A
N/A
12.47
3
3.2.2.67.
N/A
F-2 T.B.D.
1
N/A
N/A
N/A
N/A
1,097.25
772 Winston Churchill Blvd., Building B772 Winston Churchill Blvd., Oakville, ON
Part 3
OBC References
1.4.1.2. [A]
3.1.2.1. (1)
The architect noted above has exercisedresponsible control with respect to designactivities. The architect's seal number is the architect's BCDN.
1.1.2. [A]
3.2.2.20.-83.
3.2.6.
3.2.4.
3.2.9.
3.2.2.17.
3.2.2.20.-83.
3.2.1.5.
3.2.2.20.-83.
3.2.2.10. & 3.2.5.
3.2.1.1. & 1.4.1.2.[A]
1.4.1.2. [A]
BOTH
BOTH
3.8.
3.1.17.
3.2.1.1.(3)-(8)
PERSONS
3.2.5.7.
NEW
ADDITION
F-2GROUP:
EXISTING: NEW:
ALTERATIONCHANGE OF USE
MAJOR OCCUPANCY
BUILDING AREA (m2)
Ontario's 2012 Building Code Data Matrix Part 3
PROJECT DESCRIPTION
Concord, ON L4K 0K7
Location:Name of Project:
Fax: (905) 660-7019Tel: (905) 660-0722
30 Great Gulf Drive, Unit 20
Certificate of Practice Number: 5810Firm Name: Baldassarra Architects Inc.
NEW:EXISTING:
ABOVE GRADE:
MEZZANINE:
BELOW GRADE:
IN LIEU OF ROOF RATING
BASEMENT ONLY
ENTIRE BUILDING
NOT REQUIRED
YES NO
YES NO
NOYES
NOYES
COMBUSTIBLE
COMBUSTIBLE
m2 / PERSON
OCCUPANCY: LOAD:
NO (EXPLAIN)YES
NO. OF STOREYS
GROSS AREA (m2)
HIGH BUILDING
BUILDING CLASSIFICATION:
NUMBER OF STREETS / ACCESS ROUTES:
HEIGHT OF BUILDING (m):
WATER SERVICE / SUPPLY IS ADEQUATE
FIRE ALARM REQUIRED
STANDPIPE REQUIRED
SPRINKLER SYSTEM PROPOSED
PERMITTED CONSTRUCTION
ACTUAL CONSTRUCTION
1ST FLOOR
MEZZANINE AREA (m2):
OCCUPANT LOAD BASED ON
BARRIER FREE DESIGN
TOTAL:
TOTAL:
NON COMBUSTIBLE
NON COMBUSTIBLE
DESIGN OF BUILDING
3.2.2.20.-83 & 3.2.1.4.
3.3.1.2. & 3.3.1.19.
3.2.3.
CONST. CLADDINGNON-COMB.
orDESRIPTION
LISTED DESIGN COMB
PERMITTED REQUIRED
YES NO
HORIZONTAL ASSEMBLIESFRR (HOURS)
HOURS
HOURS
HOURS
FRR OF SUPPORTINGMEMBERS
HOURS
HOURS
HOURS
orH/L OPENINGS
MAX % OFOPENINGS
% OF (HOURS)L/H PERMITTED PROPOSED FRR
EBFm2
AREA OF
FLOORS:
ROOF:
MEZZANINE:
MEZZANINE:
FLOORS:
ROOF:
(m)L.D.
Max. Unit
EAST
WEST
WALL
REQUIREDFIRE
RESISTANCERATING(FRR)
NORTH
SOUTH
HAZARDOUS SUSTANCES
SPATIAL SEPARATION - CONSTRUCTION OF EXTERIOR WALLS
LISTED DESIGN NO.OR DESCRIPTION (SB-2)
LISTED DESIGN NO.OR DESCRIPTION (SB-2)
[A] for Division A[C] for Division C
>15 N/A 100 N/A
1,256.46 N/A
>15 N/A 100 N/A YES
>15 N/A 100 N/A
SHELL PERMIT ONLY
N/A
2,862.82
2,666.14
28,972.27
28,972.27
28,972.27
>15 100 N/A
NO
YES
YES
YES
NO
NO
NON/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
10
11
10
C
BA
· CURB RAMP MUST HAVE A MINIMUM CLEAR WIDTH OF 1500mm,EXCLUSIVE OF ANY FLARED SIDES.
· THE RUNNING SLOPE OF THE CURB MUST,i. BE A MAX OF 1:8, WHERE ELEVATION IS LESS THAN 75mm, ANDii. BE A MAX OF 1:10, WHERE ELEVATION IS LESS 75mm OR
GREATER AND 200mm OR LESS.
· THE MAX SLOPE ON THE FLARED SIDE OF THE CURB RAMP MUST BENO MORE THAN 1:10.
· CURB RAMP MUST HAVE A TACTILE WALKING SURFACE INDICATOR THAT,- HAVE RAISED TACTILE PROFILES COMPOSED OF TRUNCATED DOMES,,- HAVE A HIGH TONAL CONTRAST WITH THE ADJACENT SURFACE,- ARE LOCATED AT THE BOTTOM OF THE CURB RAMP,- ARE SET BACK BETWEEN 150mm AND 200mm FROM THE CURB EDGE,- EXTEND THE FULL WIDTH OF THE CURB RAMP,- ARE A MIN OF 610mm IN DEPTH, AND- BE SLIP-RESISTANT.
AXONOMETRICVIEW
1500MIN
1500
D
±1100
CURB RAMP DETAILS
THE INFORMATION PROVIDED HERE WAS ASSEMBLED FROM OBC 3.8.3.2. AND THE ONTARIOREGULATION 413 / 12 (made under the ACCESSIBILITY FOR ONTARIANS WITH DISABILITIES ACT, 2005 -made DEC 12, 2012) IN CONJUNCTION WITH THE GUIDELINES FOR BARRIER-FREE DESIGN OFONTARIO GOVERNMENT FACILITIES.
150mm FROM EDGE OF CURB AND 610mm IN DEPTH
SLOPE SURFACE @ 1:10 (max)
LANDING / UNINTERRUPTED SPACE OF NOT LESS THAN 1100mm
FLARED SIDES WITH MAX SLOPE OF 1:10
A
BCD
C
B
A 610
1500MIN
740
1500
1100
MINPLAN VIEW
D
2750
MIN
150
BUILDING FACE
OUTSIDE CURB
RETAINING WALL,REFER TO CIVIL DWGS
RETAINING WALL,REFER TO CIVIL DWGS
REFUSE STORAGE BINS TO BESTORED INTERNALLY ANDREMOVED OFF-SITE BYPRIVATE CONTRACTORS
REFUSE STORAGE BINS TO BESTORED INTERNALLY ANDREMOVED OFF-SITE BYPRIVATE CONTRACTORS
REFUSE STORAGE BINS TO BESTORED INTERNALLY ANDREMOVED OFF-SITE BYPRIVATE CONTRACTORS
REFUSE STORAGE BINS TO BESTORED INTERNALLY ANDREMOVED OFF-SITE BYPRIVATE CONTRACTORS
HT
5.00
HYDRO TRANSFORMERW/ 2.16m x 3.98mCONC. PAD
4.50
2.00
HYDRO TRANSFORMERW/ 2.16m x 3.98mCONC. PAD
10.0
0
45.37
REFER TO TRAFFIC FORCURB INFORMATION
22.32FH
FH14.86
3 BR
(bldg 'B' Only)
No. DATEREVISION
DATE: CHECKED:
PROJECT No. DRAWING No.
DRAWN BY: SCALE:
OWNERS INFORMATION:
ISSUED DATENo.
BALDASSARRAArchitects Inc.
30 Great Gulf Drive, Unit 20 | Concord ON | L4K 0K7T. 905.660.0722 | www.baldassarra.ca
772 WinstonChurchill Blvd.Oakville, Ontario
SITE PLAN
FEB. 2021 HP 1:1000
O: 2105 A-1.0
1 ISSUED FOR COORDINATION MAR. 302021
2 ISSUED FOR SPA APR. 92021