a1 planning/sp-1312010-siteplan.pdfservice & 150mm domestic service (rh409.01) 200mm pvcwm. ex....

0.7

0%

1.00%

1.00%

1.00%

1.00%

1.0

0%

2.00%

0.7

0%

1.20%

0.50%

1.30%

1.2

5%

2.50%

1.00%

1.00%

2.00%

0.80%

2.00%

2.00%

0.5

0%

2.0

0%

3.0

0%

2.0

0%

4.00

%

2.00

%

1.00%

2.00%

2.00%

2.00%

2.00%

0.9

5%

1.4

0%

2.20%

2.00%2.00%

0.50%

1.00%

18.0

0m

@ 0

.50%

65.0m @ 1.00%

5.0

0m

@ 0

.50%

33.1

2m

@ 0

.71%

(179.70) (179.31) (178.96) (178.52) (177.36)(178.14) (177.79) (177.56)(178.04)(179.14) (178.73) (178.43)

178.82

177.82177.97

178.75 178.63178.51

178.39178.27 178.17

177.75178.08 177.92

178.68178.79

178.45

178.42

179.07

178.94

178.38G178.28G

178.03G177.93G

178.93G 178.89G

178.23G

178.20G

178.41G

178.56G 178.12G 178.14G

178.11G

178.16G

178.27G

178.27G

178.23G

178.12G

178.13G

178.24G178.40G

178.69G

178.63G178.63G

178.63G

178.68G

178.62G

178.47G178.67G 178.32G

178.78G 178.65G

178.16G

178.73G

178.67G

178.68G

178.74G

178.38TC178.56TC

178.57TC179.04TC179.08TC

178.93TC

178.80TC

178.83TC

178.88TC

178.82TC 178.77TC

178.78TC

178.78TC

178.78TC

178.83TC

178.89TC

178.82TC 178.62TC

178.55TC 178.39TC

178.47TC 178.28TC

178.38TC

178.43TC

178.42TC

178.31TC

178.26TC

178.31TC

178.29TC

178.27TC178.35TC

178.06G

178.14G

178.29TC

178.21TC

178.69

178.12

178.29G

178.18G

178.33TC

178.44TC

178.45178.42

177.84

178.41

178.39

178.52

178.49

178.20

178.03

177.91

178.07

178.31

178.13

179.20 178.91179.15

178.99

179.14

178.95

178.93

178.66

178.87

178.86

179.39

179.72

178.76

179.14

179.01

177.59

177.80

178.40

178.05

178. 09

178.07

178.18178.46

178.56

178.64 17

8.62

177.96

178.43

179. 35

178.94

178.22

177.98

178.63

178.57

178.54

178. 78

178. 66

178. 54

178. 42

178. 30

178.18

178.06

177.86

177.66

178.47

178.56

178.38

178.18

178.13

178.02

178.12

175.00

175.00

177.0

0

178.00179.00

179.00

177.00

176.00

175.0

0

0080

0100

01 20

01 40

01 60

0180

0200

0220

0240

0 000

0 020

0040

0060

0080

0

100

0 120

0 140

0 145

EX. 200mm PVC WM TO BE

UTILIZED AS FIRE SERVICE

(RH 409.01)

150mm DOMESTIC SERVICE

(RH 409.01)

200x150mm TEE

200x150mm TEE

200mm PVC WM

200mm FIRE

SERVICE & 150mm

DOMESTIC SERVICE

(RH409.01)

200mm PVC WM. EX. 200mm PVC WM.EX. VC-15

EX.

VC-14

EX. 200mm PVC WM. WITH

PLUG & VB

EX. 200mm PVC

WM. WITH

PLUG & VB

EX. 600mm

STEEL CASING

PROPOSED TRANSFORMEREASEMENT

PROPOSED TRANSFORMEREASEMENT

EX. 56.9m-900mm CONC. STM. @ 0.44%EX. MH 181

EX. M

H 1

9EX. 91.6m-825mm CONC. STM. @ 0.46%EX. MH 18

EX. 18.6m-825mm

CONC. STM. @ 0.46%

EX. MH 401AEX. MH 5A

EX. 55.7m-200mm PVC SAN. @ 0.48%EX. 96.2m-200mm PVC SAN. @ 0.48%

EX. MH 4A

EX. M

H 7

A

EX. 14.7m-200mm PVC SAN.

@ 0.68%

EX. 10.8m-525mm UR

PVC STM. @ 0.20%EX. 15.4m-200mm PVC

SAN. @ 0.65%EX. MH182

T/G 178.20

NE INV. 175.56

SW INV. 175.58

EX. M

H402A

T/G

178.2

0

NE I

NV. 174.8

5

MH 1A

14.6m-200mm PVC

SAN. @ 1.00%

SAN. CTRL MH

T/G 178.82

NE INV. 175.47

EX. TEMP.

300mm PVC STM

AND DICB TO BE

REMOVED

AD2

AD3

AD1

MH 1

11.6m-450mm UR PVC

STM @ 0.50%

STM. CTRL MH

T/G 178.79

NE INV. 175.90

INSTALL NEW STORM MANHOLE ON

EXISTING STORM LINE. BENCH

MANHOLE TO SUIT CONNECTIONS

TRAFALGAR RD

BLOCK B

BLDG A

WILLIAM COLTSON AVENUE

R 9

000

R 9

388

R 6000R 6000R

6000

RAMP TO P1

14 STOREYS

5 STOREYS

TOP OF MPH @ ±248.75 MPH ROOF @ ±230.6m

Bldg Ht @ Top of MPH 52.05m (from Estd Grade)

BLDG B 20 STOREYS

Bldg Ht at Top of MPH - 70.2m (from Estd Grade)

12

ST

OR

EY

S

OUTDOOR AMENITY

TERRACE @ Level 13

(±217.95m)

8 S

TO

RE

YS

LOADING

DROP OFFDROP OFF

32 SURFACE PARKING SPACES incl 4 ACCESSIBLE

PARKING SPACES

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

12

ST

OR

EY

S

8 S

TO

RE

YS

8 STOREYS

5 STOREYS

OUTDOOR AMENITY

TERRACE @ Level 11

(±210.6m)

1000

3700

7000 7000

7000

18000

3700

5500

5500

58806240

TRANSFORMER

46200

RAMP TO P1

LOADING

8 STOREYS

B.

B.

B.

B.

B.

B.B.

B. B. B.

B. B.

B. B. B.

B.

B.

TERR. @ L20

T. @

L20

MAX LENGTH OF

BUILDING WALL AT 8th STOREY

54.7 m

41.0 m

54.7 m

41.0 m

MAX LENGTH OF BUILDING WALL AT L9-12

75% OF WALL LENGTH ON LEVEL 8 as per 8.65.1.(i) By LAW 2018-151

MAX LENGTH OF BUILDING WALL AT 8th

STOREY


75% OF WALL LENGTH ON LEVEL 8 as per 8.65.1.(i) By LAW 2018-151

61.5

m

45.5

m

75%

OF

WA

LL

LE

NG

TH

ON

LE

VE

L 8

as p

er

8.6

5.1

.(i)

By L

AW

2018-1

51


45.4

m

60.5

m

75%

OF

WA

LL

LE

NG

TH

ON

LE

VE

L 8

as p

er

8.6

5.1

.(i)

By L

AW

2018-1

51

B.

B.

B.

B.

B.

B.

FFE = ±179.2m FFE = ±178.45m

TOP OF RESIDENTIAL ROOF @ ± 243.75 RESIDENTIAL ROOF @ ±224.6m

B.

B.

B.

B.

B.

B.

B. B.

Top of Roof at L9 ± 201.30m

TOP OF ROOF at L9 ± 200.55m

B.IN.IN.

EX.EX.

40M FLOOR PLATE DIMENSION AS PER 8.65.1.(d) By-Law 2018-151

40M FLOOR PLATE DIMENSION AS PER 8.65.1.(d) By-Law 2018-151

57.8 m

MIN SEPARATION BETWEEN BUILDING ABOVE 12 STOREYS - 25M AS PER 8.65.1.(e) By Law 2018-151

FIRE ROUTEFIRE ROUTE

SIAMESECONNECTION

SIAMESECONNECTION

PRINCIPAL ENTRANCE

PRINCIPAL ENTRANCE

FIR

E R

OU

TE

FIR

E R

OU

TE

ST

AIR

T

O P

1

ST

AIR

T

O P

1

TRANSFORMER

Ra-101Ra-101

Rb-93 Rb-93

Rb-93

Rb-93

16625

3770

Top of Roof @ L9 ± 200.55m

Top of Roof at L9 ± 201.30m

PROPOSED FIRE HYDRANT

GAS METER LOCATION GAS METER LOCATION

TYPICAL PARKING SPACE:

1m Side ObstructionClearance Marker

300

2700

300

300

3650

300

7000

5200

1000 1000 1000 1000


5200

7000

HANDICAP PARKING SPACE (Type A):

300

2700

300

5200

1000 1000


7000

HANDICAP PARKING SPACE (Type B):

Rb - 93Ra - 101 Rb - 51

N

Drawing Title:

Scale:

Drawn by:

Checked by:

Project No.:

Date:

No

:

Issued For: Date:

Drawing No.:

No.: Revision: Date:

Contractor Must Check And Verify All Dimensions On The Job.

Do Not Scale The Drawings.

All Drawings, Specifications And Related Documents Are The Copyright Of The Architect And Must Be Returned Upon Request.

Reproduction Of Drawings, Specifications And Related Documents In Part Or Whole Is Forbidden Without The Architects Written Permission.

This Drawing Is Not To Be Used For Construction Until Signed ByThe Architect.

Date:

Project:

As indicated

3075 Trafalgar Rd, Oakville, ON

VPS

BC

18155

05/07/19

A1.1

Oakvillage Block B

Site Plan

Branthaven Development Corp

A1.1Scale: 1 : 250

Site Plan 1

2NTS

Parking Legend

A1.1

- FOR LANDSCAPE DETAILS PLEASE REFER TO NAK DESIGN STRATEGIES LANDSCAPE DRAWINGS

- FOR SITE SERVICING DETAILS PLEASE REFER TO URBANTECH DRAWINGS.

- FOR TRAFFIC DETAILS PLEASE REFER TO GHD DRAWINGS

- FOR SURVEY INFO PLEASE REFER TO RADY-PANTEK & EDWARD SURVEYING DRAWINGS

- FOR WASTE MANAGEMENT DETAILS REFER TO CANAM DRAWINGS

*NOTES:

Part of Lot 12, Concession 1 NDS, Block 13 on Registered Plan 20M-1211

LOT INFORMATION

3NTS

Notes and Lot Info

A1.12

NTS

Traffic Signs

A1.1

ESTABLISHED GRADE:

DEFINITION IN BY-LAW: THE AVERAGE OF CENTRE POINTS OF EACH LOT LINE ABUTTING THE

ROAD.

ESTABLISHED GRADE FOR BUILDING HEIGHT = 178.55m (Average grade @ Front Lot Line)