No. Date Description Appr'd

Scale

Date

Sheet

Drawn

Approved

Checked

Project No.JH

TV

TV

03-640MAY 25, 2016

DARTMOUTH CROSSINGPAD 60 RESIDENTIAL

STA. 0+00.00 TO STA. 2+50.54

1:500

CONCEPT PLAN SUBMISSION2016/06/031 TV

PLAN LEGEND

CONCEPT PLAN SUBMISSION - PAD 60PLAN AND PROFILE

1 OF 3

Reference No.

-

Date: 16-6-3File name: 20160501_PAD60Phase1.vwx

EXISTING PROPERTY BOUNDARIES

PROPOSED PROPERTY BOUNDARIES

18.5

4.5 4.5

0

20.00

0

33.59 0

40.00

0

51.95 PC0 57.13 PT0 60.00

076.15 PC

0

80.00

1

00.0

0

107

.57

PT

120

.00

140

.00

160

.00

180

.00

200

.00

220

.00

240

.00

252

.15

PE

3.5

3.518

.5

ELEV

ATIO

N (M

)10

X V

ERTI

CA

L EX

AG

GER

ATIO

N

60

61

62

63

64

65

59

58

57

0+00

.00

0+20

.00

0+40

.00

0+60

.00

0+80

.00

1+00

.00

1+20

.00

1+40

.00

1+60

.00

1+80

.00

2+00

.00

2+20

.00

2+40

.00

2+50

.54

STATION (M)

ORIGINAL SURFACE AREA

BV

C 0

+15

.00

@ 6

0.35

M

EVC

0+

24.5

0 @

60.

32M

1%

PVI STA. = 0+20.00PVI EL. = 60.3M

K = 6LVC = 9

0.5%

BV

C 0

+35

.50

@ 6

0.39

M

EVC

0+

44.5

0 @

60.

5M

PVI STA. = 0+40.00PVI EL. = 60.44M

K = 6LVC = 9

2%

BV

C 0

+72

.50

@ 6

1.09

M

EVC

0+

87.5

0 @

61.

28M

PVI STA. = 0+80.00PVI EL. = 61.24M

K = 7LVC = 14

0.5%

BV

C 0

+97

.30

@ 6

1.30

M

EVC

1+

02.7

0 @

61.

38M

PVI STA. = 1+01.50PVI EL. = 61.34M

K = 6LVC = 6

1.4%

R20M

R20M

FINLAY DRIVE

PROPERTY BOUNDARYRIGHT OF WAY SIDEWALK

EDGE OF PAVEMENT

4M ACTIVE TRANSPORTATION TRAIL

4M ACTIVE TRANSPORTATION TRAIL

PROPOSED PARKING STALLS

EDGE OF PAVEMENT

1%

CENTERLINE OF PROPOSED ROAD

KEY PLANSCALE 1:50,000

PROPOSED DRIVEWAY ACCESS

PROPOSED DRIVEWAY ACCESS

N N

CEN

TER

LIN

E O

F FI

NLA

Y D

RIV

E

FIN

LAY

STR

EET

BO

UN

DA

RY

SIDEWALK

SHU

BIE

DR

IVE

EXTE

NSI

ON

NOTE:PRIVATE RESIDENTIAL DRIVEWAYS WILL BE DROP CURB WITH NO RADIUS RETURNS

LANDS OFDARTMOUTH CROSSING

LIMITED

PROPOSED DRIVEWAY ACCESS

Original Signed