FUTURE POND/TRAILCONNECTION
MOUNTABLECURB
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTING BED
PLANTING BED
PLANTING BED
PLANTING BED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLANTINGBED
PLAN
TIN
G B
ED
PLAN
TIN
G B
ED
PLAN
TIN
G B
EDPL
ANTI
NG
BED
PLANTING BED
PLANTING BED
PLANTING BEDPLANTING BED
PLANTING BED
PLANTING BED
PLAN
TIN
G B
ED
PLANTING BED
PLAN
TIN
G B
EDPL
ANTI
NG
BED
SEAT WALLS
SEAT WALLS
SEAT WALLS
SEAT WALLS
PLAN
TING
BED
FUTUREPOND/TRAIL
ACCESS
MOUNTABLECURB
PATIO RAILING PATIO RAILING
PATIO DIVIDER
BOLLARD
PLANTING BED
PLANTING BED
PLANTING BED
PLANTING BED
CARDING MILL TRAIL
NORTH PARK BOULVARD
BUILDING "B"5-STOREY APARTMENT BUILDING
DEFINING RATION = 150 UPHUNIT COUNT = 39BUILDING AREA = 710 M2GFA = 3259 M2FFE = +172.95
BUILDING "A"5-STOREY MIXED USE BUILDING
DEFINING RATIO = 2.0 FSIUNIT COUNT = 109BUILDING AREA = 1937 M2GROUND FLOOR F2F HEIGHT = 4.5 MFFE = +171.70
LINE OF GROUND FLOOR COMMERCIAL SPACES
AREA
±0.
459
HaAR
EA ±
0.26
Ha
PROPERTY LINE
RAMP TO UNDERGROUND
GARBAGE PICKUP
PROPERTY LINE
2.5M SETBACK
2.50
2.5M SETBACK
2.5m SETBACK
2.50
2.50
2.5M SETBACKPROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINE
2.50
3.47
5.20
POND ACCESS ROUTE/TRAIL
POND
TRA
IL
3.33 5.20 7.51 5.20 8.44
BLOCK 298(EX.SWM POND)
EX. WALKWAY
BLOCK 300
HARO
LD D
ENT
TRA
IL
IRO
NSID
E DR
FIRE ROUTE
FIRE ROUTE SIAMESE
CONNECTIONSIAMESE
CONNECTION
PRINCIPAL ENTRANCE
PRINCIPAL ENTRANCE
2.50
LINE OF U/G PARKING
LINE OF U/G PARKING
LINE OF U/G PARKING
LINE
OF U
/G P
ARKI
NG
USED TO DIVIDE THE LOT AREA TO DEFINE UNIT & AREA CALCULATION FOR MIX-USED BUILDING AT SOUTH AND APARTMENT BUILDING AT NORTH - LOT AREA (BLOCK299) ±0.72 HA - SOUTH PORTION AREA ±0.459 HA - NORTH PORTION AREA ±0.26 HA
PICK UP/DROP OFFPICK UP/DROP OFF
3.65
1.50
2.70
2.60
6.80
3.65
2.60 2.60 2.60 2.60 10.60 2.60 2.60 2.60 2.60 14.87
7.50
3.21
6.70
7.72
Canoppy @ level 2
14 SPOT INSIDE BLOCK 29914 SPOT ALONG CARDING MILL TRAILINCLUDING 4 HANDICAP PARKING& 24 REGULAR PARKING
TOTAL 28 PARKING SPACE
4.50
4.50
EXIT
ENTRANCEEXIT
ENTRANCE
EXIT
1.00
4.50
3.00
1.001.50
1.001.00RETAIL
ENTRANCE
RETAIL RETAILRETAILRETAILRETAILRETAILRETAILRETAIL
RETAIL
RETAIL
RETAIL
RETAIL
RETAIL
RETAIL
RETAIL
RETAIL
V
VVVV
9.00
3.75
V
RETAIL
RETAIL
RETA
IL
RETA
IL
RETA
IL
RETA
IL
29.69
BIKE PARKING
BIKE PARKING
BIKE PARKING
BIKE
PA
RKIN
G
BIKE
PA
RKIN
G
BIKEPARKING
BIKEPARKING
BIKEPARKING
NORTH PARK BLVD
HARORLD DENT TRAIL
CARDING MILL TRAILIRONSIDE DR
EXISTING POND
N
N. T. S
HARORLD DENT TRAIL
KEY PLAN
BLOCK 299
PN
TN
A STCETIHCR
Scale
Checked By
Drawn By
Project No.
Location
Client
Project Title
Q4 ARCHITECTS INC.
T. 416.322.6334
The contractor / builder must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.
Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request.
Sheet Title
Page Number
Revision Chart
Q4 Architects Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Q4 Architects Inc.
F. 416.322.7294
2171 Avenue RoadSuite 302, Toronto ON
M5M 4B4
TN = TRUE NORTHPN = PROJECT NORTH
Issued For:
5- STOREY CONDOMINIUM BLDG
As indicated
9/8
/20
20
4:3
1:4
0 P
MC
:\U
sers
\nyeg
an
eh
\Do
cu
men
ts\M
idri
se-2
99
_n
yeg
an
eh
M7A
4L
.rvt
20009
EZ/NY
OAKVILLE, ON.
MATTAMY HOMES
NORTH PRESERVEBLOCK 299 MID-RISE
SITE PLAN
SPA 101
EZ/MG
1 : 200SITE PLAN
1
ISSUED FOR SPA-V1 SEP 08, 2020
No Description Date
0
0000
0
0
00
(TO BE REMOVED)
MATCH EX.
SIDEWALK
MATCH EX.
SIDEWALK
MATCH EX.
SIDEWALK
MATCH EXISTING
CURB
MATCH EXISTING
CURB
3:1
3:1
2.1%
4.0%
171.17
2.8%
171.25
1.0%
3.1%
171.98
CC172.03
172.17
3.5%
172.40
172.39
2.0%
2.1%
2.0%
1.9%
2.0%
2.2%
2.2%
172.37
172.20
172.40
172.15 TC
172.30
172.18
TC
172.33
171.98
TC172.13
172.78 173.05172.58 172.89
3.6%
3.6%
2.0%173.10
172.00
2.1%
172.50
2.0%
2.0%
1.0% 2.0%
172.16
172.36
172.05
171.90
172.15 TC
172.30
172.41
172.18
TC172.33
TC172.13
171.98
172.45
172.23
TC172.38
172.07
TC172.22
172.50
172.24
TC
172.39 TC172.31
172.16
172.32
TC172.47
172.58
172.36
TC172.51171.8
0
171.70
3.4%
5.0%
171.21
3.9%
1.6%
171.63
1.9%
CC171.35
171.53
TC171.91
171.76
TC171.98
171.83
172.07172.07
2.3%
2.4%
171.80
171.75
171.60
171.85
TC172.00
1.0%
TC
171.70
171.55
1.5%
1.8%
0.5%
0.5%2.0%
171.51 1.5%
2.1%
171.72 1.0%171.82
171.90
171.88
TC172.25
TC172.19
TC172.04
171.89
1.2% 2.8%171.81
172.04
171.98
1.0%
171.98171.98
2.0%
172.05
172.05
172.02
2.0%172.00
171.96
BW168.96 BW171.61 BW171.88 172.10
1.4%
172.05
BW168.96 BW171.61 BW171.88
15.0%
BW
168.96
7.5%
171.61
6.0%
171.88
172.10
171.94
171.9
5
1.2%
2.0%
172.20
171.93
171.90
2.4%
TC172.33
172.18
1.0%
172.15
2.9%172.55
9.6%5.0%172.72
172.65
172.90
4.7%
TC172.50
2.0%
172.17
CC
172.20
172.15
CC
172.20
172.15
CC
172.20
172.15
TC 172.39
172.24
2.0%1.0%
2.1%
5.2%
172.17
CC172.40
172.35
172.32
TC172.41
172.26
TC172.47
172.32
172.26 TC
172.55
172.40
TC171.99
171.84
173.10
TC171.82
171.67
171.57 172.89
171.70
171.65
TC171.80
172.43
172.43
TC
172.58
TC
172.58
TC172.45
172.30
TC172.07
171.92
TC
172.03
171.88
172.90
171.50
171.40
171.30
171.70
171.70
171.97
171.3
0
171.30
172.07
171.30
2.0%
172.06
172.11
4.0%
172.50
172.60
2.4%
173.19
173.25
172.10
0
0
0 0 00 0
0
0
0
0
0
0 00 0 0
AD XX
T/G 172.21
AD XX
T/G 172.10
AD XX
T/G 171.87
AD XX
T/G 171. 85
AD XX
T/G 171.75
AD XXT/G 171.30
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
E.F
E.F.
±20.5m OF
DEPRESSED CURB
STM CONTROL MH 3
(OPSD-701.010) WITH TEMP.
DICB COVER
(600x600mm) GRATE
(OPSD-403.010)
SLOPE: HOR
TEMP. T/G 170.77
T/G 171.04
OUT INV. 167.950
(UNBENCHED)
18.213m
12.643m
30.755m @ 0.50%
@
@ 1.00%
170.963
171.057
170.935
171.035
170.931
170.855
3.0m ASPHALT ACCESS ROAD
7.5m BUFFER
4.0m CONCRETEWALKWAY
TO BE
REMOVE
D
HP
HP
1.5m CONC. SIDEWALK
1.5m CO
NC. SID
EWALK
1.5m CO
NC. SID
EWALK
R=148.00
R=7.80
R=159.00
R=12.50
R=10.50
R=10.50
R=10.50
R=10.5
0
R=152.75
R=165.25
R=7.50
R=9.50
R=7.50
6.250m @ 2.00% 172.125
172.000
4.940 @ 3.00%
172.438
172 415
4.250m @ 3.0%
172.586
8.150m @ 6.00m
16.613m
@ 0.50%
@0.73%
27.015m
@ 0.50 %
172.713
172.779
172.607
172.848
172.630
172.586
172.627
172.679
4.750m
@ 2.00%
10.00m
6.000m @ 0.50%
21.028m33.203m @ 1.50%27.842m @ 1.500 %
95.019m
@ 1.000 % @ 2.00%
@1.00%
10.250m
@ 0.50%
170.808
170.757
171.707
172.623
173.043
173.073
170.903
170.807
171.007
171.207
171.407
171.607
171.857
172.157
172.457
172.801
173.054
DEAD E
ND
SIGN
& BARR
ICADE
(OPSD
912.532
)
6.0m WIDE BOTTOM EMERGENCY SPILLWA
FOR THE FUT. SWM POND
0.30m TOPSOIL ABOVE 200-400
RIP RAP STONE 0.60m THICK ON
OF TERRAFIX 400R FILTER CLOTH
APPROVED EQ
PHASE 2
PEND
ENT
1.5m CONC. SIDEWALK
R=10.50
0
0
0
CC
167.73
171.14
0
0
0
0
0
0
0
0
0 00
0
0
0
0
0
00
0
0
0
0
167.61
171.15
167.73
171.14
172.28172.94
171.82
173.20
171.75172.94
171.92172.60
171.21
172.30170.54
171.99169.63
171.75168.95
171.54
168.36
171.29
167.84
171.04
167.61
170.96
171.78
172.77
171.80
172.86
167.69
171.21
172.07
172.37
171.86
172.17
171.04
171.56
170.36
171.36
168.85
171.00
168.25
171.00
171.12
171.20170.88
170.80
2.0%
2.0%
170.80
170.88
2.0%170.8
8
170.80
2.0%
170.93
170.85
2.0%170.82
172.18
0.6%172.04
0.6%
171.78172.57
171.58
172.76
172.
172
172.31172.36
172.45
2.0% 2.7%
172.30
172.51
171.99
172.50
172.43
2.0%
171.33
171.09
171.57 171.83170.83
167.81
170.93
171.0
4
170.50
172.635
0.5%
17
171.99
11.8%
0.6% 172.23
172.12
172.41
172.27
1.1%
170.95
172.61
6.0%
171.16
170.5
5
0
170.962
170.890
171.04
170.64
0 77
170.85
172.05 172.08
172.08172.06
172.06
172.38
0.5%
172.10
172.055.0%
2.1%
TC172.11
TC172.11
TC172.09
170.65
CARDING MILL TRAIL
BUILDING "B"5-STOREY APARTMENT BUILDING
DEFINING RATION = 150 UPHUNIT COUNT = 39BUILDING AREA = 710 M2GFA = 3259 M2FFE = +172.95
BUILDING "A"5-STOREY MIXED USE BUILDING
DEFINING RATIO = 2.0 FSIUNIT COUNT = 109BUILDING AREA = 1937 M2GROUND FLOOR F2F HEIGHT = 4.5 MFFE = +171.70
LINE OF GROUND FLOOR COMMERCIAL SPACES
PROPERTY LINE
RAMP TO UNDERGROUND
GARBAGE PICKUP
PROPERTY LINE
2.5M SETBACK
2.50
2.5M SETBACK
2.5m SETBACK
2.50
2.50
2.5M SETBACK
PROPERTY LINEPROPERTY LINE
PROPERTY LINEPROPERTY LINE
2.50
3.47
5.20
POND
TRA
IL
3.33 5.20 7.51 5.20 8.44
WALKWAY
FIRE ROUTE
FIRE ROUTE
2.50
LINE OF U/G PARKING
LINE OF U/G PARKING
LINE OF U/G PARKING
LINE
OF U
/G P
ARKI
NG3.65
1.50
2.70
2.60
6.80
3.65
2.60 2.60 2.60 2.60 10.60 2.60 2.60 2.60 2.60 14.87
7.50
3.21
6.70
7.72
Canoppy @ level 2
4.50
4.50
1.00
4.50
3.00
1.001.50
9.00
3.75
21.6721.4
8
F.H. F.H.F.H.
NORTH PARK BOULVARD
POND ACCESS ROUTE/TRAIL
BLOCK 298(EX.SWM POND)
IRO
NSID
E DR
SIAMESE CONNECTION
SIAMESE CONNECTION
ENTRANCE
PN
TN
A STCETIHCR
Scale
Checked By
Drawn By
Project No.
Location
Client
Project Title
Q4 ARCHITECTS INC.
T. 416.322.6334
The contractor / builder must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.
Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request.
Sheet Title
Page Number
Revision Chart
Q4 Architects Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Q4 Architects Inc.
F. 416.322.7294
2171 Avenue RoadSuite 302, Toronto ONM5M 4B4
TN = TRUE NORTHPN = PROJECT NORTH
Issued For:
5- STOREY CONDOMINIUM BLDG
1 : 200
9/8
/20
20
4:3
2:2
2 P
MC
:\U
sers
\nyeg
an
eh
\Do
cu
men
ts\M
idri
se-2
99
_n
yeg
an
eh
M7A
4L
.rvt
20009
Author
OAKVILLE, ON.
MATTAMY HOMES
NORTH PRESERVEBLOCK 299 MID-RISE
SITE GRADING PLAN
SPA 102
Checker
ISSUED FOR SPA-V1 SEP 08, 2020
No Description Date
1 : 200SITE GRADING
1
Recommended
