idim - pub-oakville.escribemeetings.com

GSPublisherVersion 261.0.25.32

GSPublisherVersion 571.0.44.100

iDiM ARCHITECTS

1:100SCALE:

A.01

August 15, 2021

CHKD BYDRAWN BY

ISSUED FOR:DATE:

2021-08-15 COA

ALL DRAWINGS AND DOCUMENTS AREPRELIMINARY DRAWINGS UNTILL THEY AREAPPROVED BY THE CITY AND MUST NOT BE USEDFOR ANY CONSTRCUTION BEFORE ISSUANCE OFPERMIT.CONTRACTOR MUST VERIFY ALLDIMENSIONS/SPECS AND AS-BUILT INFORMATIONINCLUDING STRUCTURAL AND MECHANICAL PRIORTO COMMENCEMENT OF WORK AND REPORT ANYDISCREPANCIES TO MEMAR.DESIGN, DRAWINGS & SPECIFICATIONS ARE ALLPROPERTY OF MEMAR AND MUST NOT BE USEDFOR ANY OTHER PROJECT WITHOUT WRITTENPERMISSION.

S.A K.I

LAST MODIFIED ON:

SITE PLAN

DRAWING TITLE:

PROJECT TITLE/ADDRESS:

449 SEABOURNE DR,OAKVILLE,ON

IDIM ARCHITECTS INC.3908 QUIET CREEK DR,

MISSISSAUGA ON, L5M8B5T: 416-880-3313

6.630.55

2.581.00

2.360.99

2.590.92

6.4611.16

0.91

0.61

0.30

0.30

6.63 1.88 4.53

6.63 6.41

0.97

2.436.94

7.285.30

11.35

13.03

0.61

0.90

3.13

0.392.36

0.38

0.61 1.46 0.30

1.89

8.25

8.80

6.19

9.10

1.26

1.25

1.25 2.22

1.26

12.33

13.24

13.09

3.35

4.25 8.98

5.823.05

2.20 3.05

7.71

2.22

1.300.91

0.300.30

0.65

7.71

1.831.83

15.21

0.650.60

0.610.65

1.451.45

3.050.60

2.44 1.22

8.00

7.96

12.34

2.22

SECO

ND

FLOO

R LIN

E

SECOND FLOOR LINE

SECOND FLOOR LINE

GROUND FLOOR LINE

CENTRELINE OF ROAD

EDG

E OF R

OAD

TOP O

F SLOPE

TOP O

F SLOPE

CEN

TRELIN

E OF D

ITCH

2x0.20CON.

BUSH

TOS

TOS

DITC

H

CONCRETE CURB

HED

GE

2 STOR

EYSTO

NE & STU

CC

OD

WELLIN

GN

o . 443

1 STOR

EYBR

ICK

DW

ELLING

No . 455

CO

NC

RETE

PAD

HED

GE

FRAM

EG

ARAG

E

N 44` 35' 00" W

20.12

REFER

ENC

E BEARIN

G

1.24

1.29

5.06

5.08

15.22

TOSTO

S

DITC

H

(P2&MEAS)

(P2&MEAS)

8.25

8.30

8.58

(8.15 P2,P3)

(8.15 P2,P3)

(8.65 P2,P3)

1.64

1.61

0.34 SE

0.36 SE

LOT 243

LOT 223

60.25(60.35 P1)

20.10(P2&M

EAS )

LOT 225 SEABOURNE DRIVE(20.12 P1)

95.1395.04

94.67

94.54

94.96 94.95

95.21 95.30

95.0595.02

94.97

94.9695.01

95.15

95.1795.43

95.52

95.33

94.92

95.28

94.49

94.48

94.37

94.31

94.82

94.78

95.00

95.09

95.14

94.86

94.93

94.51

94.98

95.07

94.95

94.79 94.7194.70

94.7694.27

94.83

94.70

94.66

94.66

94.61

94.67 94.74

95.00

94.95

94.07

94.0094.61

94.71

94.88

94.61

94.54

95.11

95.63

95.6595.53

95.50

95.97

95.33

95.42

95.36

95.29

95.38 95.66

95.58

95.58

95.64

95.70

95.7195.88

95.71

95.83

95.4594.97

95.4095.28

95.6495.66

95.6395.70

95.81

95.85

95.49

95.54

95.55

95.61

95.56

95.65

95.52

95.52

95.64

95.53

95.55

95.55

95.49

95.49

95.29

95.44

95.44

93.98

94.12

94.5294.55

95.04

95.23

96.67

INV.=

INV.=

INV.=

(FF)

HED

GE

INV.=

INV.=

(FF)

N 45` 25' 00" E

35.07

(P1&MEAS)

N 45` 25' 00" E35.08

(P1&MEAS)

ASPHALT DRIVEWAY

SUBJEC

T TO AN

EASEMEN

T IN FAVO

UR

OF TH

E BELL TELEPHO

NE C

OM

PANY O

F CAN

ADA

AS IN IN

ST . No . 46722 & N

OTIC

E OF

CLAIM

No . 848362

//

XX

XX

XX

XX

XX

XX

XX

X

PIN 24842-0073

(BY REG'D PLAN 646)

PIN 24842 -0080

PIN 24842 -0082

PIN 24842 -0100

PIN 24842 -0101

N 44` 33' 30" W

20.12

(N 44` 35' 00" W

P 1)

1.22WIDE

1.22WIDE

1.22WIDE

1.22WIDE

1.22WIDE

(N 45` 25' 00" E P1)

35.08 (PROPO.&MEAS)

BF0.05 N

W

BF0.15 N

W

CLF

CLF

0.15 NE

CLF

0.11 NE

EG= 94.85

IB(G

TA)

(P6&MEAS)

(P6&MEAS)

(P6&SET)

OVERHEAD WIRE

UP

UP

OVER

HEAD

WIR

E

XX

BF

11.87(11.91P2)

ASPHALT DRIVEWAY

IB

DW

0.56 SE

+95.07

GARAG

E SLAB +95.25

2% SLOPE

CENTER LINE OF DRIVEWAYINTERLOCK DRIVEWAY

WALK-W

AY

POR

CH

WALK-OUT

DECK

NO.449PROPOSED 2 STOREY

STUCCO/STONESINGLE FAMILY DWELLING

EXISTING GARAGE TO BE DEMOLISHED

SEABOU

RN

E DR

IVE

PIN 24842 -0073

(BY REG

'D PLAN

646 )

CEN

TRELIN

E OF R

OAD

94.48 (MH

TO M

H) (N

OT TO

SCALE )

95.16

94.83

94.70

94.61

A/CUNIT

WINDOWWELL

WINDOWWELL

WINDOWWELL

WINDOWWELL

COVEREDSIDE DECK

NEWPRE-FAB.

SHED

GARAGE

FF: 96.01TFW: 95.67BF: 92.96UF: 92.71

LOT CALCULATIONS:LOT AREA: 705.72 m2

BUILDING AREA: 228.34 m2

SHED AREA: 7.43 m2

ZONING: RL3-0 INTERIOR LOT

LOT COVERAGEPROPOSEDPERMITED

HEIGHTFRONT YARDINTERIOR SIDE YARDREAR YARD

35%

9 m

1.20 m7.5 m

9 m

BASEMENT AREA:GARAGE AREA:

GROUND FLOOR AREA:SECOND FLOOR AREA:GROSS FLOOR AREA:

FRONT YARD AREA: DRIVEWAY AREA : LANDSCAPING AREA: (70.7% )

WALKWAY & WINDOW WELLS: SOFT LANDSCAPING AREA: . (81.55%)

ESTABLISHED GRADE : 94.85

RFA

181.91 m2

37.61 m2

146.42 m2

168.73 m2

315.15 m2

33.41%41% 44.66%

14.21 m 8.25 m1.20m / 1.31m

12.33 m

185.76 m2

54.43 m2

131.33m2

21.54 m2

107.1 m2

NOTES:-

GSPublisherVersion 261.0.25.32

GSPublisherVersion 571.0.44.100

iDiM ARCHITECTS

1:75SCALE:

A.04

August 15, 2021

CHKD BYDRAWN BY

ISSUED FOR:DATE:

2021-08-15 COA

ALL DRAWINGS AND DOCUMENTS AREPRELIMINARY DRAWINGS UNTILL THEY AREAPPROVED BY THE CITY AND MUST NOT BE USEDFOR ANY CONSTRCUTION BEFORE ISSUANCE OFPERMIT.CONTRACTOR MUST VERIFY ALLDIMENSIONS/SPECS AND AS-BUILT INFORMATIONINCLUDING STRUCTURAL AND MECHANICAL PRIORTO COMMENCEMENT OF WORK AND REPORT ANYDISCREPANCIES TO MEMAR.DESIGN, DRAWINGS & SPECIFICATIONS ARE ALLPROPERTY OF MEMAR AND MUST NOT BE USEDFOR ANY OTHER PROJECT WITHOUT WRITTENPERMISSION.

S.A K.I

LAST MODIFIED ON:

ELEVATIONS

DRAWING TITLE:

PROJECT TITLE/ADDRESS:

449 SEABOURNE DR,OAKVILLE,ON

IDIM ARCHITECTS INC.3908 QUIET CREEK DR,

MISSISSAUGA ON, L5M8B5T: 416-880-3313

+92.96-FIN BSMNT SLAB 92.96

+96.01-FIN GR FL 96.01

+99.36-FIN 2ND FL 99.36

+102.11-TOP OF PLATE 102.11

+103.85-TOP OF ROOF 103.85

9.00

1.83

0.46

2.13

1.83

0.46

2.13

0.46

1.98

1.83

0.46

1.98

1.83

0.61

1.68

2.131.83

3.81

1.71

0.86

1.42

0.76

3.35

2.74

1.74

1.89

0.40

0.76

3.35

2.74

1.74

2.13

0.611.83 1.83

2.13

0.61

1.89

1.83

ESTABLISHED GRADE +94.85

GARAGE SLAB +95.25

1412

STUCCO

STUCCO

STONESTONE

+92.96-FIN BSMNT SLAB 92.96

+96.01-FIN GR FL 96.01

+99.36-FIN 2ND FL 99.36

+102.11-TOP OF PLATE 102.11

+103.85-TOP OF ROOF 103.85

1.89

0.40

0.61

0.15

3.35

2.74

1.74

9.00

1.89

0.86

1.02

0.40

3.50

0.61

2.74

1.74

2.74

0.46

3.96 2.13

1.83

1.07

1.68

1.83

0.46

1.98

1.83

0.46

1.98

2.44

2.29

0.46

2.74

6.50

ESTABLISHED GRADE +94.85

STUCCO

STUCCO

STUCCO

STUCCO

RAILING RAILING

1412

+92.96-FIN BSMNT SLAB 92.96

+96.01-FIN GR FL 96.01

+99.36-FIN 2ND FL 99.36

+102.11-TOP OF PLATE 102.11

+103.85-TOP OF ROOF 103.85

1.89

0.40

0.76

3.35

2.74

1.74

9.00

1.89

0.76

0.61

1.83

1.22

1.22

1.52

1.22

1.52

1.89

0.40

0.61

0.15

3.35

2.74

1.74

1.22

0.76

1.83

0.76

ESTABLISHED GRADE +94.85

STUCCO

STUCCO

STUCCO

STUCCO

UNPROTECTED OPENINGS:- SETBACK: 1.26m- WALL AREA: 962 ft2- GLAZING AREA: 32 ft2 (3.32% - PERMITTED 7%)

1412

+92.96-FIN BSMNT SLAB 92.96

+96.01-FIN GR FL 96.01

+99.36-FIN 2ND FL 99.36

+102.11-TOP OF PLATE 102.11

+103.85-TOP OF ROOF 103.85

2.29

0.61

0.15

3.35

2.74

1.74

9.00

1.89

1.89

0.40

0.76

3.35

2.74

1.74

0.76

0.46

1.83

1.52

1.22

1.52

1.22

1.52

1.52

2.13

0.61

0.76

2.13

ESTABLISHED GRADE +94.85

SETBACK: 7.46m

SETBACK: 1.2m

SETBACK: 2.17mSETBACK: 4.65m

STUCCO STUCCO

STUCCOSTUCCO

UNPROTECTED OPENINGS:- SETBACK: 1.25m- WALL AREA: 927 ft2- GLAZING AREA: 33 ft2 (3.56% - PERMITTED 7%)

RAILINGRAILING

1412

SOUTH ELEVATION NORTH ELEVATION

EAST ELEVATIONWEST ELEVATION