EX. 4

00m

m H

YPRE

SON

CONC

. WM

.

UNDERGROUNDSWM TANK

REQUIRED14.0mMTO

SETBACK

ERIN CENTREDRIVE

NIN

TH L

INE

407

ETR

407

CORR

IDO

R LI

MIT

5170 NINTH LINE(HOLDOUT PROPERTY)

NIN

TH L

INE

EXISTINGWOODLOT

CANDLELIGHT DRIVE

SKYVIEW STREET

QU

IET

CREE

K D

RIVE

5104 NINTH LINE(HERITAGE HOME)

5080 NINTH LINE(FUTURE DEVELOPMENT

BY YOUR HOME DEVELOPMENTS)

10.0m BUFFER

PHAS

E 1

LIM

IT

AMENITYSPACE

MTO REQUIRED60.0m TRANSITWAYCORRIDOR SETBACK

PRIOR TOCOMPLETION OF EA

2.0m LANDSCAPE BUFFER

EDGE OF DRIPLINE ASSURVEYED ON JULY 31, 2019

EX. H

YD.

EX. V

C

EX. 150∅ PVC WM.

FUT.

CU

RB

FUT.

CU

RB

FUT.

CU

RB

FUT.

CU

RB

FUT.

CU

RB

FUT.

TRA

IL

FUT.

TRA

IL

FUT.

TRA

IL

FUT.

TRA

IL

FUT.

TRA

IL

FUT.

TRA

IL

FUT.

CU

RB

FUT.

CU

RB

FUT.

CU

RB

FUT.

CU

RB

EX.H

P

EX.H

P

EX.HP

EX.L

S

EX.H

P

EX. 825mm CONC. SAN.

EX. SAN.MH.

EXISTINGWOODLOT

NIN

TH L

INE

MH 8

MH 2MH 3MH 4

MH 1

MH 9

MH

14

MH 5

MH 16

MH

17

MH 6

MH

12

MH 7

MH 18

MH 11 MH 13 MH 19

MH 27MH 28

MH 30 (INSTALL ON EX.525mm STM.)TOP 189.68SW 375mm INV. 186.70EX. 525mm INV. 186.52±

MH 29

MH 23

MH

24

MH 26

MH

15

EX. MH 1TOP 188.47SW 525mm INV. 185.70EX. NW 525mm INV. 185.69EX.SE 525mm INV. 185.47

MH 25

MH 10

TANK-IN-1

TANK-OUT

MH 20

MH 21

MH

22

TANK-IN-2

60.1m-300mm PVC STM. @ 0.50%37.7m-675mm CONC. STM. @ 0.50%

12.2m-675mm CONC.STM. @ 0.50%

55.6m-675mm CONC.STM. @ 0.50%

50.1m-675mm CONC.STM. @ 1.00%

23.8m-750mm CONC.STM. @ 0.50%

13.2m-750mm CONC.STM. @ 0.50%

16.6m-825mm CONC.STM. @ 0.50%

7.6m-825mm CONC.STM. @ 0.50%

37.2m-300mm PVCSTM. @ 0.50% 8.8m-450mm PVC

STM. @ 0.70%

49.6m-450mm PVCSTM. @ 0.70%

30.8

m-3

00m

m P

VC S

TM. @

1.0

0%

78.4m-450mm PVCSTM. @ 0.50%

9.3m-375mm PVCSTM. @ 0.50%

97.8m-375mm PVC STM. @ 0.50%

20.9m-375mm PVCSTM. @ 0.50%

82.4m-525mm PVCSTM. @ 0.40%

25.9m-525mm PVCSTM. @ 0.40%

26.2m-525mm PVCSTM. @ 0.40%

14.2m-525mm PVCSTM. @ 0.40%

10.9m-525mm PVCSTM. @ 0.40%

61.6m-375mm PVCSTM. @ 1.00%

90.0m-375mm PVCSTM. @ 1.00%

38.8m-375mm PVCSTM. @ 0.50%

34.9m-375mm PVC STM. @ 0.50%

22.8m-375mm PVCSTM. @ 0.50%

3.0m-375mm PVCSTM. @ 0.50%

25.3

m-3

00m

m P

VCST

M. @

0.5

0%

49.6m-450mm PVCSTM. @ 0.70%

58.0m-675m

m CONC. STM

. @ 1.00%

MH 9T (INSTALL ON EX. 825mm SAN.)TOP 192.88

SE 300mm INV. 182.78EX. 825mm INV. 182.25

MH

8T

MH 8A

MH 2AMH 3A

MH 4A

MH 1A

MH

7T

MH 9A

MH 5A

MH 12AMH 13A

MH

14A

MH 6A

MH 7A

MH 15A

MH 11AMH 17AMH 16A

MH 21A

MH

18A

MH 19A MH 20A

MH

24A

MH 6T

MH

22A

MH

23A

MH

4T

MH 10A

MH

5T

MH

3T

127.

4m-3

00m

m P

VC S

AN. @

0.3

5%

128.

9m-3

00m

m P

VC S

AN. @

0.3

5%

20.9m-300mm PVCSAN. @ 0.35%

14.9m-300mm PVCSAN. @ 0.35%

91.2

m-3

00m

m P

VC S

AN. @

0.3

5%

87.3

m-2

50m

m P

VC S

AN. @

0.4

0%

121.

2m-3

00m

m P

VC S

AN. @

0.3

5%

59.4m-250mm PVC SAN. @ 1.00%37.3m-250mm PVC SAN. @ 0.50%

16.2m-250mm PVCSAN. @ 0.50%

50.0m-250m

m PVC SAN. @

0.50%54.0m

-250mm

PVC SAN. @ 1.00%

37.0m-250mm PVC SAN. @ 0.50%

24.2m-250mm PVCSAN. @ 0.50%

8.5m-250mm PVCSAN. @ 0.50%

37.0

m-2

50m

m P

VCSA

N. @

0.5

0%

13.2m-250mm PVCSAN. @ 0.50%

71.5m-250mm PVC SAN. @ 0.50%

53.6m-250mm PVCSAN. @ 0.50%

14.9m-250mm PVCSAN. @ 1.00%

25.3m-250mm PVCSAN. @ 1.00%

11.5m-250mm PVCSAN. @ 1.00%

76.0m-250mm PVC SAN. @ 1.00%

8.5m-250mm PVCSAN. @ 1.00%

49.7m-250m

m PVC SAN. @

0.70%

62.4m-250m

m PVC SAN. @

1.00%90.0m

-250mm

PVC SAN. @ 1.00%

35.4m-250mm PVC SAN. @ 0.50%

37.2m-250mm PVC SAN. @ 0.50%

58.5m-250mm PVC SAN. @ 1.00%

49.7m-250m

m PVC SAN. @

0.70%

54.0m-250m

m PVC SAN. @

1.00%

200mm PVC WM

CONNECT TO EX. WMw/ 400x300mm TEE

200m

m P

VC W

M

200mm PVC WM

200mm

PVC WM

200mm

PVC WM

200mm

PVC WM

200mm PVC WM

300mm PVC WM 300mm PVC WM

200m

m P

VC W

M

200mm PVC WM

EX. 1

20m

-750

mm

CO

NC.

STM

. @ 0

.50%

EX. 1

18m

-525

mm

CO

NC.

STM

. @ 1

.6%

EX. S

TM.M

H.

EX. S

TM.M

H.

EX. 4

50m

m C

ON

C. S

TM.

EX. D

ICB

EX. 4

50m

m C

ON

C. S

TM.

EX. S

TM.M

H.

EX. C

BEX. CB

EX. C

B

EX. C

B

EX. C

B

EX. C

B

EX. C

B

EX. 4

00m

m H

YPRE

SON

CONC

. WM

.

EX. 4

00m

m H

YPRE

SON

CONC

. WM

.

EX. V

C

EX. S

TM.M

H.

EX. 7

50m

m C

ON

C. S

TM

EX. 400mmCULVERT

EX. C

B

EX. H

YD.

FUT. CURB

FUT. CURB

PUBLIC ROAD

FUT. PUBLIC ROAD

FUT.

CU

RB

FUT.

CU

RB

EX. 8

25m

m C

ON

C. S

AN.

EX. S

AN.M

H.

EX. 825mmCONC. SAN.

300m

m P

VC W

M

DICBTOP EL. 190.60300mm OUT INV. 188.95

7.0m-300mm PVCSTM. @ 0.50%

SANITARY STRUCTURE TABLEMH

MH 0T

MH 1A

MH 1T

MH 2A

MH 2T

MH 3A

MH 3T

MH 4A

MH 4T

MH 5A

MH 5T

MH 6A

MH 6T

MH 7A

MH 7T

MH 8A

MH 8T

MH 9A

MH 9T

MH 10A

MH 11A

MH 12A

MH 13A

MH 14A

MH 15A

MH 16A

MH 17A

MH 18A

MH 19A

MH 20A

MH 21A

MH 22A

MH 23A

MH 24A

T/G

187.30

191.88

187.63

192.18

187.66

192.03

0.00

191.98

188.20

191.48

187.74

190.95

189.71

190.65

191.80

192.27

192.73

191.69

192.88

187.95

190.47

191.32

191.10

191.00

190.64

190.37

190.46

190.23

190.10

189.77

190.31

189.43

189.24

189.73

INVERTS

NW185.61

SW188.93

NW185.38SE185.41

NE188.34SW188.31

SE185.18NW185.15

NE188.12S188.09

SE184.81NW184.76

N188.01SE187.98

NE184.27SE184.33

NW187.73SE187.70NE187.83

SW184.22NW184.16

NW187.16SE187.13

SW184.73NW183.81SE183.84

NW186.59NE186.56SW186.59

SE183.36NW183.33

SE188.38

SE182.88NW182.85

NW187.75SE187.72

SE182.78

NW186.82NE186.76

SW186.37NE186.04NW186.71

SW188.37

NE187.61SE187.55SW187.64

NW187.46SE187.43

NW187.09SE187.06

SW185.92NE185.89

SW185.85NW185.76

SE185.57N185.51

S185.45NE185.39

SW185.03NE185.00SE185.71

NE187.36

SE186.14NW186.11SW186.77

NW186.29

SE185.86NW185.83

STORM STRUCTURE TABLEMH

EX. MH 1

MH 1

MH 2

MH 3

MH 4

MH 5

MH 6

MH 7

MH 8

MH 9

MH 10

MH 11

MH 12

MH 13

MH 14

MH 15

MH 16

MH 17

MH 18

MH 19

MH 20

MH 21

MH 22

MH 23

MH 24

MH 25

MH 26

MH 27

MH 28

MH 29

MH 30

TANK-IN-1

TANK-IN-2

TANK-OUT

T/G

188.47

191.85

192.15

191.99

191.98

191.43

190.94

190.61

192.22

191.64

187.90

190.49

190.71

190.42

191.61

191.35

191.05

190.95

190.59

190.34

190.25

190.62

190.55

189.33

189.15

188.45

188.53

190.26

190.17

189.62

189.68

185.54

-6.08

0.47

INVERTS

SW185.70

SW189.60

NE189.30SW188.92

NE188.74S188.71

N188.64SE188.61

NW188.34SE188.31NE188.73

NW187.81SE187.78

NW187.20NE187.12SW187.50

SE189.32

NW188.70SE188.67

NW187.77NE187.69

SW187.00NE186.97SE187.42

NW187.55

SW186.91NE186.83NW187.21

SE188.93

NW188.62SW188.47

SW188.54SE188.02NE188.08

NW187.96SE187.93

NW187.58SE187.55

SW186.75NW186.69

SW187.39

NE187.22SE187.16

NW187.04SE187.01

SW186.18SE186.12

NW186.02NE185.96

SW185.86N185.83

S185.77NE185.74

N187.40

S187.35NE187.32

SW186.83NE186.80

SW186.70

SE186.65

NW187.00

NE186.51

N/AN/AN/A

NIN

TH L

INE

SKYVIEW STREET

STARDUST DRIVE

EX. 150∅ PVC WM.

EX. 200∅ PVC WM.

FUT.

CU

RB

MH

2T

MH

1T

MH

3T

MH

0T

48.4

m-2

50m

m P

VC S

AN. @

0.4

0%

87.3

m-2

50m

m P

VC S

AN. @

0.4

0%

49.5

m-2

50m

m P

VC S

AN. @

0.4

0%

EX. C

B

EX. C

B

EX. C

B

EX. 4

00m

m H

YPRE

SON

CONC

. WM

.

EX. V

C

EX. V

CEX

. STM

.MH

.

EX. S

TM.M

H.

EX. 7

50m

m C

ON

C. S

TM

FUT. CURB

FUT. CURB

FUT. PUBLIC ROAD

FUT.

CU

RB

FUT.

CU

RB

NIN

TH L

INE

PROJECT No. DATE SCALE DWG No.

19-608 OCT. 2019

5150 NINTH LINEMEDIUM DENSITY BLOCK

Regionof Peel

KEY PLANSCALE N.T.S

SUBJECTPROPERTY

WOODLOT

407

ETR

E LOWER BASE LINE

NIN

TH L

INE

CHURCHILL MEADOWSNEIGHBORHOOD 405

PHASE 4

ERIN CENTREDRIVE

CANDLELIGHTDRIVE

SKYVIEWSTREET

STARDUSTDRIVE

QUIET CREEK DRIVEQUIET CREEKDRIVE

QUIET CREEKDRIVE

EGLINTON AVENUE WEST

tel: 905.946.9461 fax: 905.946.9595www.urbantech.com

Urbantech Consulting, A Division of Leighton-Zec Ltd.3760 14th Avenue, Suite 301, Markham, Ontario L3R 3T7

1:1000 3

SITE SERVICING

LEGEND

PHASE 2 DEVELOPMENT(SUBJECT TO MTO TRANSITWAY CORRIDOR EA)

HOLDOUT PROPERTY

WOODLOT

PROPOSED SANITARY SEWER AND MANHOLEPROPOSED STORM SEWER AND MANHOLE

SINGLE CATCHBASIN

HYDRANT & VALVE

DOUBLE CATCHBASIN

VALVE AND BOX

CHECK VALVE IN CHAMBER

EXISTING SANITARY SEWER AND MANHOLEEXISTING STORM SEWER AND MANHOLE

UNDERGROUND STORMWATER TANK· TOTAL STORAGE VOLUME = 2632m³· TANK AREA = 940m²· TANK DEPTH = 2.80m (MINIMUM COVER =1.2m)· INVERT IN (NORTH) = 187.00m· INVERT IN (SOUTH) = 186.65m· INVERT OUT = 186.51m