metric - wx.toronto.cawx.toronto.ca/inter/pmmd/callawards.nsf/209f892b11eda8b985257a0f00683f1d...a...

AS38

AS38

SHAFT CL

UP

DN

14T @ 255 TYP UNO

3570

TYP

1000

900 2

00

900

720

790

2430

FRP SUPPORT BRACE,TYP


TYP

1000

BASE PLATECONNECTED TOWALL WITH MIN 4 SSADHESIVE ANCHORSW / MIN 150 EMBEDMENT

NOTE:ALL STAIRS & LANDINGSTO BE SUPPORTED OFFCONCRETE WALL

FRP SU

PPORT BR

ACE

TYP255

TYP

1000

57.477

60.324

63.170

66.016

T/LANDING

T/LANDING

43.247

T/LANDING

T/LANDING

T/LANDING

T/LANDING

1S38

GRADE

BAFFLE WALL

INVERTED FRPBRACING

15R

@ 1

90 ±

85.938

80.246

74.554

68.862

63.170

57.477

51.785

46.093

T/LANDING

T/LANDING

T/LANDING

T/LANDING

T/LANDING

T/LANDING

92.200

1500

500

88.784

15R

@ 1

90 ±

17R

@ 1

90 ±

48.939

54.631

60.324

66.016

71.708

77.400

83.092

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

15R

@ 1

90 ±

AS38

AS38

FRP PLATFORM

FRP LADDER

FRP PLATFORM

SHAFT CL

BAFFLE WALL

UP

50mm SS (316) WATER SERVICECONNECTION ANCHORED TO SHAFTWALL WITH FIRE HOSE BIB AT EVERYPLATFORM AND SHAFT BASE

R 1

1000

80

FRP STAIRS

2700

9002

00

900

14T @ 255 TYP UNO

3570

3160270

1960

2000

1860

TYP

1000


INVERTED FRP BRACING

AS38

AS38

SHAFT CL

DN

UP

900

200

900

2000

17T @ 255

4340

14T @ 255 TYP UNO

3570

No. DATE REVISIONS INITIAL SIGNED

DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:

DRAFTING: CONTRACT No.

DIRECTOR,

GRAHAM HARDING ENG.

WATER INFRASTRUCTURE MANAGEMENT

DIRECTOR,

BILL DE ANGELIS, P. ENG.

DESIGN & CONSTRUCTION

DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNEL

ENGINEERING AND CONSTRUCTION SERVICES

MAJOR INFRASTRUCTURE

MEASUREMENTS SHOWN ON THESE PLANS

ARE IN MILLIMETERS UNLESS OTHERWISE NOTED

METRIC

11/2

8/2

017 1

:46:4

4 P

M CX-1(A) - STAIRS AND DETAILS

STAIRS AND DETAILS

GDN VPG DGC

AS SHOWN

SEPTEMBER 20171078-2014-02-158 S38

1 NOV 2017 ISSUED FOR ADDENDUM 3 DGC

STAIR PLAN TYP @ 46.093 TO 88.784

00.5 1 2 m#M50

00.5 1 2 m#M50

01 2 4 m#M100

00.5 1 2 m#M50

S38

DETAIL100.5 1 2 m

#M50

S38

SECTION - STAIRA

STAIR - PLAN @ EL 43.247

STAIR - PLAN @ EL 92.200

N

17ECS-MI-04DC

01

ffig D. THANGAT/EL' $

ffid

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

124

180

LS

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

199

200

201

202

204

205

206

207

208210

211

212

213

214

215

216217

218

219220

221

222

223

1401

1403

1446

1448

0+998

0+998

1+000

1+025

1+050

1+075

1+100

1+125

1+130

LD-BD-06

LD-BSR-08

DON & WATERFRONT WET WEATHER FLOW SYSTEM

COXWELL BYPASS TUNNEL

PLAN & PROFILE

JK

N

ARE IN METERS UNLESS OTHERWISE NOTED


METRIC

TORONTO CITY

TORONTO CITY

DO

N RIV

ER

SIGNEDINITIALREVISIONSDATENo.

DESIGN:

DATE:

SCALE: HORIZONTAL 1:500 VERTICAL 1:200

DRAFTING: CHECK:

DRAWING

NUMBER:

CONTRACT No.

Water

MANAGEMENT MAJOR INFRASTRUCTURE

DIRECTOR, DESIGN & CONSTRUCTION

BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.

DIRECTOR, WATER INFRASTRUCTURE

ENGINEERING & CONSTRUCTION SERVICES

ADIT TUNNEL

6.3m I.D. COXWELL BYPASS TUNNEL

AND ADIT TUNNELALONG CENTRELINE OF DEAERATION TUNNELEXISTING GROUND PROFILE

1078-2014-02-213 C101

AR DGC

DON RIVER

CORRIDORMETROLINX

engineering environment infrastructure

R.V.Anderson Associates Limited

in association with

91°

ACCORDANCE TO THE CONTRACT DOCUMENTS.PIPELINE CORRIDOR SHALL BE CARRIED OUT IN ALL CONSTRUCTION ACTIVITIES WITHIN THE OIL

4SUN/4QUE

TUNNELDEAERATION

1+

100.0

0

1+

075.0

0

1+

050.0

0

1+

025.0

0

1+

000.0

0

90.00 m

80.00 m

40.00 / 70.00

30.00 m

CENTRE LINE

20.00m

DATUM ELEV.

EXISTING

GROUND

ELEVATION

ELEVATION

INVERT

CHAINAGE

1+

125.0

0

BY OTHERS BE COMPLETED STRUCTURE TOFUTURE VORTEX

BY OTHERS BE COMPLETED STRUCTURES TO DIVERSION FUTURE

BY OTHERS BE COMPLETED STRUCTURES TO DIVERSION FUTURE

17ECS-MI-04DC

(SEE C172 FOR DETAIL)1800 mm DIA STEEL CASING

BYPASS TUNNEL6.3m I.D. COXWELL

E. [email protected]: 416.392.4061TORONTO, ONTARIO, M5V 3C655 JOHN STREET, 7th FLOORCITY OF TORONTO DESIGN & CONSTRUCTION SERVICESWATERFRONT PROJECTSENIOR PROJECT MANAGER, DON & CENTRAL ROBERT H. MAYBERRY, M.A.Sc., P.ENGUTILITY OWNER INFORAMTION:

METROLINX CORRIDOR

(BALA AND BELLEVILLE SUBDIVISION)USRC SUBDIVISION MILEAGE 1.88E

0 OCT 2017 ISSUED FOR TENDER DGC

1+

007.0

0

WORKING POINTS COORDINATES

NORTHING EASTING DESCRIPTIONPOINT

316758.4684834964.169 CENTRE OF DROP SHAFT

4834959.805 316752.994 CENTRE OF AIR SHAFT

WP-1

WP-2

WP-1

WP-2

47.8

m

AND BELOW PIPELINESPRESENT DURING CONSTRUCTION WHEN ADJACENT PIPELINES INC.) PIPELINE INSPECTOR MUST BE SUN - CANADIAN PIPELINE AND TRANS NORTHERN HIGH PRESSURE OIL/GAS PIPELINES (IMPERIAL OIL, WARNING

FOR GO TRANSIT/METROLINX RECORDSINCLUDING PRE-CONSTRUCTION AND POST-CONSTRUCTION PHOTOS THE CONTRACTOR SHALL PROVIDE STATUS/PROGRESS PHOTOS, 4.

WITHIN THE RAILWAY RIGHT-OF-WAYAFTER THE COMPLETION OF THE UTILITY CROSSING INSTALLATION AS-BUILT DRAWINGS SHALL BE SUBMITTED NO LATER THAN 90 DAYS 3.

TRANSIT/METROLINX RIGHT-OF-WAY, IF REQUIREDC) ANY DEWATERING SCHEMES ON OR ADJACENT TO GO GO TRANSIT / METROLINX RIGHT-OF-WAY, IF REQUIREDB) METHODOLOGY FOR ANY TEMPORARY EXCAVATION WITHIN THE TUNNEL EXCAVATION AND PIPE INSTALLATION A) DETAILED WORK PLAN METHODOLOGY FOR THE PROPOSED CONSTRUCTION:AECOM ON BEHALF OF GO TRANSIT METROLINX PRIOR TO CONTRACT ADMINISTRATOR FOR REVIEW AND ACCEPTANCE BY THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE 2.

ORDER E-10 AND THE TERMS OF THE EASEMENT AGREEMENTBE IN ACCORDANCE WITH THE LATEST TRANSPORT CANADA GENERAL CONSTRUCTION MAINTENANCE AND OPERATION OF THE LINE SHALL 1.

METROLINX STANDARD NOTES AND DETAILS

TRCA REGULATION LIMIT

TR

CA R

EG

ULATIO

N LIMIT

EASTERN AVENUE

0 205 30 METERSMETER 2 10

SCALE 1:500 - HORIZONTAL

0 2 51 10

SCALE 1:200 - VERTICAL

METER METERS

"RUNNING RIGHTS"

39.9m

(CLASS 'B' BEDDING AND BACKFILL AS PER OPSD 802.030, 802.031)5.75m - 525 mm DIA (R.C.P. CLASS 65-D) AIR CONNECTOR PIPE (REFER TO C171)

REFER SHEET C172 FOR PROFILE SECTIONS AND TUNNEL DETAILS1.

GENERAL NOTE:

2100 mm DIA DROP SHAFT (REFER TO C171)

525 mm DIA AIR SHAFT (REFER TO C171)

(SEE C172)ECCENTRIC REDUCER

109.9m - 1200mm DIA CPP ADIT TUNNEL @ 0.2%

@0.2%18.0m - 2550mm DIA CPP DEAERATION TUNNEL

ACCORDANCE WITH METROLINX REQUIREMENTS.METROLINX CORRIDOR TO BE CARRIED OUT IN ALL CONSTRUCTION ACTIVITIES WITHIN THE

OCTOBER 2017

1

1

1 NOV 2017 DGCISSUED FOR ADDENDUM 1


2

250 mm Pipeline (Trans. Northern)

250 mm Pipeline (Imperial Oil)

200 mm Pipeline (Sun Oil)

250 mm Pipeline (Trans. Northern)

250 mm Pipeline (Imperial Oil)

200 mm Pipeline (Sun Oil)

Pipeline (Trans. Canada)

Pipeline (Trans. Canada)

450 mm Conc. Stm.Sewer

375 mm Conc. Stm.Sewer

300 mm PVC Water Main



Unknown

79.4

2

77.4

6

76.2

5

74.6

8

77.13

77.2

1

79.4

2

CHAMBER, SEE DWG PROFILEFOR CONTINUATION TO DEAERATION

1

1

1

1

1

1

1

1

1

1

1

1

1

1

DON & WATERFRONT WET WEATHER FLOW SYSTEM

JKAR

COXWELL BYPASS TUNNEL


DESIGN:

DATE:

SCALE: AS NOTED

DRAFTING: CHECK:

DRAWING

NUMBER:

DGC CONTRACT No.

WaterENGINEERING & CONSTRUCTION SERVICES

GRAHAM HARDING, P. ENG.

DIRECTOR, WATER INFRASTRUCTURE

MANAGEMENT

BILL DE ANGELIS, P. ENG., MBA

DIRECTOR, DESIGN & CONSTRUCTION

MAJOR INFRASTRUCTURE

1078-2014-02-283engineering environment infrastructure


in association with

C171

VARIES

VARIESVARIES

SEE NOTESVARIES

AIR SHAFTC/L OF DROP OR

NTS

JOINT

JOINT

6096m

m M

AX

CIVIL

DETAILS

C/L VENT SHAFTC/L DROP SHAFT

OR CLASS A CONCRETEWITH CEMENT GROUTFILL ANNULAR SPACE

(SEE SCHEDULE)DROP SHAFT DIA

(SEE SCHEDULE)AIR SHAFT DIA

NTS

(SEE NOTE 4)STEEL CASING INITIAL SUPPORT

OR CLASS A CONCRETEWITH CEMENT GROUTFILL ANNULAR SPACE

STEEL CASINGBOTTOM OF

VARIES

NTS

A A

DROP SHAFT LINER PIPE

17ECS-MI-04DC

EXCAVATION LINEEXCAVATION LINE

MAINTENANCE HOLE1200mm DIA PRECAST

0 OCT 2017 ISSUED FOR TENDER DGC

(DESIGNED BY CONTRACTOR)STEEL CASING INITIAL SUPPORT

VENT SHAFT LINER PIPE, SEE NOTE 2

3.0

m MIN

*SEE DRAWINGS S50-S55 FOR 4CAR/4LES, 7ROS AND 7RES

(DESIGNED BY CONTRACTOR)SHAFT INITIAL SUPPORT SYSTEM

150mm MINCONCRETE GROUTWITH HIGH PERFORMANCEANNULAR SPACE TO BE FILLED

(DESIGNED BY CONTRACTOR)SHAFT INITIAL SUPPORT SYSTEM

150mm MINCONCRETE GROUTWITH HIGH PERFORMANCE ANNULAR SPACE TO BE FILLED

VARIES (SEE SCHEDULE)

REFER TO C173TOP OF BEDROCK,

REFER TO C173INITIAL SUPPORT,DROP SHAFT

FOR ROOF DETAILSREFER TO DETAIL 4 AND 6 ON SHEET S56

AS PER OPSD 401.030WATER TIGHT COVER

OCTOBER 2017

2400mm DIA PRECAST CHAMBER

DROP SHAFT TOP SLAB

AS PER OPSD 701.061MAINTENANCE HOLE RISER2400mm DIA PRECAST

SEE SCHEDULEBOTTOM OF SLAB ELEVATION

TO MATCH EXISTINGFINISH GRADE

TO MATCH EXISTINGFINISH GRADE


300mm BELOW GRADETOP OF SLAB

300mm BELOW GRADETOP OF SLAB

MIN 1.2m BELOW GRADEPIPE TO BE INSTALLED AT AIR VENT CONNECTOR

150m

m

SEE NOTE 5CAST IN PLACE BASE SLAB

SEE NOTE 5CAST IN PLACE BASE SLAB

SPECIFICATION SECTION 03300.MEET THE REQUIREMENTS IN DESIGNED BY THE CONTRACTOR, TO CAST-IN-PLACE BASE SLABS TO BE 5.

INITIAL SUPPORT.CONTRACTOR IS RESPONSIBLE FOR BY THE CONTRACTOR. SHALL BE SELECTED AND DESIGNED THE STEEL CASING TYPE AND SIZE 4.

IN SPECIFICATION SECTION 03300.PIPES TO MEET THE REQUIREMENTS ALL CAST-IN-PLACE CONCRETE 3.

CONTRACTOR'S OPTION.PRESSURE PIPE AT THE CONCRETE PIPE OR CONCRETE EITHER PRECAST REINFORCED ALL AIR SHAFT PIPES MAY BE 2.

CONCRETE.ARE TO BE CAST-IN-PLACE PIPES LARGER THAN 2100mm DIA PRESSURE PIPE. ALL DROP SHAFT AND LESS ARE TO BE CONRETE ALL DROP SHAFT PIPES 2100 mm DIA 1.

NOTES:

701.031AS PER OPSD 701.030 AND MAINTENANCE HOLE RISER 1200mm DIA PRECAST

PLAN

SECTION

DROP AND AIR SHAFTTYPICAL VERTICAL SECTION

TYPICAL PLAN

SECTION A - A

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

1404

1401

1402

1403

1405

1406

1407

1408

1409

1410

1411

1412

1413

1414

1415

1416

1417

1418

1419

1420

1421

1422

1423

1424

1425

1426

1427

1428

1429

1430

1431

1432

1433

1434

1438

1439

1440

1441

1442

1443

1444

1445

1446

1447

1448

1435

1436

1437

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

1404

1401

1402

1403

1405

1406

1407

1408

1409

1410

1411

1412

1413

1414

1415

1416

1417

1418

1419

1420

1421

1422

1423

1424

1425

1426

1427

1428

1429

1430

1431

1432

1433

1434

1438

1439

1440

1441

1442

1443

1444

1445

1446

1447

1448

1435

1436

1437

LIMIT OF DISTURBANCE

MASS TREE PLANTING AREA

TREES TO BE INSTALLED ON 3.0m

SPACINGS IN A RANDOM

DISTRIBUTION OF NOTED SPECIES

6000

12000

E

A

S

T

E

R

N

A

V

E

N

U

E

D

IV

E

R

S

IO

N

NEW DECIDUOUS TREES

0 SEPT 2017 ISSUED FOR TENDER JSM

D

O

N

V

A

L

L

E

Y

P

A

R

K

W

A

Y

LEGEND

EXISTING TREES TO REMAIN

UNDISTURBED OR TO BE

REMOVED

(SEE ARBORIST REPORT)

As

3

Ta

3

Qr

3

Pt

4

Ar

2

Pt

6

Ar1

6

Pt

4

Ar1

8

Qr1

4

Ar1

4

Pt

4

Pog

6

As1

3

Ass1

3

Ta1

3

Qr1

9

To

15

Qr1

4

As1

4

4QUE-4SUN - LANDSCAPE PLAN

CONTRACT No.DRAFTING:

SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT

GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.

DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE

ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater



METRIC



in association with

17ECS-MI-04DC

SEPTEMBER 2017

1:200

LANDSCAPE PLAN

1078-2014-02-291 L4

JSM TFG DGC

J

A

M

E

S

S

.

Mc

I

I

A

M

L

W

L

FO

N

O

I

T

A

I

C

OS

S

A

A

A

A

A

S

R

I

O

T

N

O

S

N

L

D

C

P

ER

C

H

I

T

E

C

T

NEW CONIFEROUS TREES

09/15/17

1 NOV 2017 ISSUED FOR ADDENDUM 2 JSM

1

3

T

O

R

O

N

T

O

C

IT

Y

250

251

256

257

258

248

252

255

259

260

247

249

1455

1457

1458

1459

1460

1461

1462

1463

1464

1465

1466

1467

1468

1469

1470

1471

1476

250

251

256

257

258

245

248

252

253

254

255

259

260

246

247

249

1455

1457

1458

1459

1460

1461

1462

1463

1464

1465

1466

1467

1468

1469

1470

1471

1476


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING








METRIC



in association with

17ECS-MI-04DC

SEPTEMBER 2017

1:200

LANDSCAPE PLAN

1078-2014-02-295

JSM TFG DGC

J

A

M

E

S

S

.

Mc

I

I

A

M

L

W

L

FO

N

O

I

T

A

I

C

OS

S

A

A

A

A

A

S

R

I

O

T

N

O

S

N

L

D

C

P

ER

C

H

I

T

E

C

T

Ass1

3

TREE PLANTING AREA


SPACINGS IN A RANDOM DISTRIBUTION OF

NOTED SPECIES

5000

10000

Qr1

3

Ar1

2

Pt

2

Ass1

2

As1

2

Qr1

2

Ta1

2


D

O

N

V

A

L

L

E

Y

P

A

R

K

W

A

Y


LEGEND



REMOVED


Ass1

3

Ar1

3

As

2

As

1

4MTS - LANDSCAPE PLAN

L809/15/17

1


1

1

1

1

3

60

61

62

67

68

69

70

6

9

7

0

7

1

7

2

7

3

7

4

7

5

7

6

7

7

7

8

8

0

8

1

8

2

8

3

8

4

8

6

8

7

8

8

8

9

9

0

9

1

9

2

9

3

9

4

9

5

9

6

9

7


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING








METRIC



in association with

17ECS-MI-04DC

SEPTEMBER 2017

1:400

LANDSCAPE PLAN

1078-2014-02-297

JSM TFG DGC

J

A

M

E

S

S

.

Mc

I

I

A

M

L

W

L

FO

N

O

I

T

A

I

C

OS

S

A

A

A

A

A

S

R

I

O

T

N

O

S

N

L

D

C

P

ER

C

H

I

T

E

C

T




Ass

2

Ta

3

Qr

3

Gb

2

As

2

Qr

3

Ta

3

Ar

1

Ar

2

Ar

2

Qr

4

Gd

1

As

1

11000TYPICAL

12000TYPICAL

12000TYPICAL

SPORTS TRACK

SPORTS TRACK

B

R

O

A

D

V

IE

W

A

V

E

N

U

E


NEW DECIDUOUS TREES

LEGEND



REMOVED


4SPK-4W08 - LANDSCAPE PLAN

L1009/15/17

1

1


1

1

3

12

13

15

16

17

18

21

2

2

2

3

2

4

1

6

0

2

1

6

0

6

1

6

0

7

1

6

0

8

1

6

0

9

1

6

1

0

1

4

8

4

1

4

8

5

1

4

8

6

1

4

8

7

1

4

8

8

1

4

8

9

1

4

9

0

1

4

9

1

1

4

9

2

1

4

9

3

1

4

9

4

1

4

9

5

1

4

9

6

1

4

9

7

1

4

9

8

1

4

9

9

1

5

0

0

1

6

0

1

1

2

3

4

5

6

7

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

Ta1

5

Qr1

9

Ar1

5

Pog

9

Qr1

9

Ar1

9

Ta1

3

Pog

6

Pt

9

Ta1

9

As1

9

As1

3

Qr1

9

Ar1

10

Pt

6

Pt

3

Ta1

3

Pog

3

Ta1

3

Ass1

3

Pt

3

Ar1

3

As1

3

Pt

3

Pog

3

Ar1

3

Ass1

3

Ta1

3

Ar1

3

Pt

3

Pog

3

Ass

2

As

2

Qr

3

Ar

2

Ta

5

Qr

3

Ar

5

Qr

3

12000TYPICAL

10000TYPICAL

10000TYPICAL


LIMIT OF DISTURBANCEPROPOSED ACCESS ROAD

PROPOSED ACCESS ROAD LOWER DON TRAIL

1500

OFF

SET

FROM

TRA

IL (T

YPIC

AL)

LOWER DON TRAIL

12000

TYPICAL

MASS TREE PLANTING AREA


SPACINGS IN A RANDOM DISTRIBUTION OF

NOTED SPECIES

6000

20000

Ar

3

Qr

1

Ta

1

24000 TYPICAL

To

15

24000 TYPICAL

HYDR

OCO

RRID

OR

NEW DECIDUOUS TREES

LEGEND



REMOVED



DCAD - LANDSCAPE PLAN


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING








in association with

17ECS-MI-04DC

SEPTEMBER 2017

1:200

LANDSCAPE PLAN

1078-2014-02-300 L13

JSM TFG DGC

J

A

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Mc

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A

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FO

N

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I

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S

A

A

A

A

A

S

R

I

O

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N

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METRIC

09/15/17

1

1


1

1

1

roc88469

Rectangle

AutoCAD SHX Text

750 mm ST XHP Gas Main (Enbridge)

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750 mm ST XHP Gas Main (Enbridge)

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1500 mm RC Comb.Sewer

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SCALE 1:500

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METER

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10

AutoCAD SHX Text

10

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0

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METERS

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20

AutoCAD SHX Text

30

AutoCAD SHX Text

40

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MATCHLINE 1

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MATCHLINE 1

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R

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E

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B

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M

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E

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M

roc88469

Text Box

3

metric - wx.toronto.cawx.toronto.ca/inter/pmmd/callawards.nsf/209f892b11eda8b985257a0f00683f1d...a...

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