WHOLE NUMBERS INDICATE MILLIMETRES

DECIMALIZED NUMBERS INDICATE METRES

METRIC

8W160034-8-Empress-Rehab-PP-8.dwg

8 14

WRJ

DID

RPB

BWB

-

-

18/03/09

RPBISSUED FOR CLIENT REVIEWA 18/01/31

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1 - 5

94

mm

x 8

41

mm

E

G

E

N

G

P

R

E

D

IS

T

E

A

L

SS

R

EF

O

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N

I

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BRUCE

R.P.

P-3494-8

DESIGNED

DRAWN

CHECKED

APPROVED

RELEASED FOR CONSTRUCTION

BM

ELEV

HOR SCALE

VERT SCALE

DATE DATE

PROFESSIONAL'S SEAL

DRAWING No.

SHEET OF

CONSULTANT FILE NAME

BY

BY

BY

BY

LOCATION OF UNDERGROUND STRUCTURES

AS SHOWN ARE BASED ON THE BEST

INFORMATION AVAILABLE BUT NO

GUARANTEE IS GIVEN THAT ALL EXISTING

UTILITIES ARE SHOWN OR THAT THE GIVEN

LOCATIONS ARE EXACT. CONFIRMATION OF

EXISTENCE AND EXACT LOCATION OF ALL

SERVICES MUST BE OBTAINED FROM THE

INDIVIDUAL UTILITIES BEFORE PROCEEDING

WITH CONSTRUCTION.

NOTE:

SUPR. U/G STRUCTURES

COMMITTEE

LOCATION APPROVED

UNDERGROUND STRUCTURES

DATE

BYREVISIONS YY/MM/DDNo.

BID OPPORTUNITY No. 38-2018

THE CITY OF WINNIPEG

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

CITY DRAWING NUMBER

REV

2018 REGIONAL STREET REHABILITATION

EMPRESS STREET

PORTAGE AVENUE TO JACK BLICK AVENUE;

WESTWAY AND EASTWAY

LEGEND - PLANEXISTING NEW LEGEND - PLANEXISTING NEW LEGEND - PLANEXISTING NEW

WATER MAIN

LAND DRAINAGE SEWER

SANITARY/COMBINED SEWER

MANHOLE

CATCH BASIN / CATCH PIT

CURB INLET WITH BOXHYDRO / CABINET

MTS / PEDESTAL

GAS

SURVEY BAR

FENCE

TREECATV / FIBRE OPTIC

TRAFFIC SIGNALS / PIT

CB LEAD / SSP / DCP

SUBDRAIN

DITCH

PROPERTY LINE

BOC / EDGE OF PAVEMENT

TEST HOLE

TH-12

ELEVATION

TRAFFIC SIGN

33.000

CONCRETE PAVEMENT

CONC SIDEWALK / MEDIAN

ASPHALT PAVEMENT

PAVING STONE

GRAVEL

PLANING / REMOVAL

RAMP CURB

33.333

Winnipeg

Certificate of Authorization

MORRISON HERSHFIELD

No. 1736

ENGINEERS

GEOSCIENTISTS

MANITOBA

1:250

1:10

HORIZONTAL AND VERTICAL ALIGNMENT

STA 0+280 TO STA 0+410

Section

Taken Shown

SECTION LEGEND

Section Letter

MA

TC

H L

IN

E - S

TA

0

+4

10

D

WG

. N

o. 9

CHAINAGE ALONG

WEST GUTTER LINE

MA

TC

H L

IN

E - S

TA

0

+2

80

D

WG

. N

o. 7

EMPRESS STREETRPB18/03/09ISSUED FOR TENDERB

NOTES

1. ADJUST MH AND CB RIMS TO NEW GRADES.

2. CONTRACTOR TO REGRADE/RENEW EXST PRIVATE

SIDEWALKS TO LIMITS AS SHOWN. SIDEWALKS TO BE

RENEWED WITH CONCRETE UNLESS NOTED OTHERWISE.

3. CONTRACTOR TO TAKE PRECAUTIONARY STEPS

AS OUTLINED IN THE SPECIFICATIONS TO PROTECT EXISTING

TREES WITHIN THE LIMITS OF CONSTRUCTION FROM

DAMAGE FROM CONSTRUCTION ACTIVITIES .

4. MODIFIED BARRIER CURB TO BE CONSTRUCTED AT ALL

INTERSECTION RADII, BACK LANE RADII AND BULLNOSES.

5. CONTRACTOR TO CONFIRM THE LOCATION OF ALL

UTILITIES/SERVICES IN THE FIELD PRIOR TO CONSTRUCTION.

6. ADD 200.000m TO ABBREVIATED ELEVATIONS

TO OBTAIN GEODETIC ELEVATIONS.

7. CB SD-024 OFFSETS ARE DIMENSIONED TO BOC. CB SD-025

OFFSETS ARE DIMENSIONED O/C.

8. ALL DIMENSIONS TO BACK OF CURB AND THEORETICAL

BACK OF CURB.

BENCH

0 100+

0300

+

0350

+

0400

+

33.394

33.453

33.447

33.472

33.345

33.314

33.285

33.319

33.375

1.75%

1.75%

2.0%

2.0%

1.9%

1.9%

2.5%

2.5%

2.5%

2.0%

2.0%

0.63%

2.5%

0.8%

0.5%

33.307

3

3

.

2

7

2

0

.

6

2

%

0

.

6

2

%

33.237 33.402 33.33233.340 33.337 33.31533.274 33.319

33.161

33.326 33.25633.264 33.242

33.313 33.478 33.40833.416 33.432 33.40933.350 33.405

33.285 33.395 33.405 33.392 33.346 33.332 33.394 33.492

33.209 33.319 33.339 33.319 33.282 33.256 33.318 33.416

33.133 33.243 33.272 33.193

33.180

33.242 33.340

33.345 33.332 33.357 33.404 33.435 33.444 33.39433.384 33.40233.412 33.475

33.400 33.434 33.451 33.402

33.355 33.297

33.354 33.403 33.363 33.527 33.458

33.40833.41933.330 33.389

33.335 33.359 33.29133.281 33.27133.281 33.396 33.417 33.365

33.246

3

3

.

2

7

2

3

3

.

4

7

4

3

3

.

4

1

5

B

814

WE

ST

WA

Y

100 MP GAS

HY

DR

O-1D

CT

H

Y

D

R

O

-2

D

C

T

S

M

T

S

MTS/SHAW

MTS-4DCTS

TS

300 AC WM

750 CONC SRS

450 C

ON

C S

RS

300 CONC CS

SHAW

50 M

P G

AS

EMPRESS STREET

HYDRO-9DCTS/TS

SEE DWG #13 FOR

CONTINUATION

SL

SL

2.591

3.810

3.810

0.762

2.591

3.353

24.384

2.591

3.810

3.810

3.810

3.810

0.843

6.706

13.564

12.784

11.582

4.877

1.219

13.411

12.784

11.582

6.706

6.706

1.091

2.000

2.591

Bustop

ADJUST EXST MH F&C (TYP)

ADJUST EXST MH F&C (TYP)

ADJUST EXST GV (TYP)ADJUST EXST GV (TYP)

EXST SL POLE TO BE

RELOCATED (BY OTHERS)

INSTALL DETECTABLE

WARNING TILE (TYP)

REMOVE EXST CB

AND LEAD

REMOVE EXST CB, CI & CI

BOX AND ABANDON LEAD

0+354.848 O/S 16.273 R

1800 DP CB (SD-024)

RIM EL 33.180, 250 W INV 31.530,

BOT EL 30.930

C/W 250Ø x 14.8 SSP @ 3.0%

CONNECT TO EXST 750 SRS,

750 SRS INV 31.08±

0+353.488 O/S 2.320 L

1800 DP CB (SD-024)

RIM EL 33.161, 250 NE INV 31.511,

BOT EL 30.911

C/W 250Ø x 4.0 SSP @ 10.8%

CONNECT TO EXST 750 SRS,

750 SRS INV 31.08±

NEW MONOLITHIC CONCRETE

SPLASH STRIP (TYP) SD-223A

(150 FINISHED HT)

NEW 150 BC DOWELLED

ON W/S (TYP) - SD-205

NEW 100 BC DOWELLED

ON E/S (TYP) - SD-205

WESTWAY TO 1ST

APPROACH NORTH

MATCH EXST

SW GRADES

NEW 125 BC DOWELLED

ON E/S (TYP) - SD-205

FIRST APPROACH

NORTH OF WESTWAY TO

SECOND APPROACH

NORTH

PAVING STONE BAND

(TYP)SAFETY MEDIAN

SD-226B

CAUTION: SHAW

CAUTION: TS

CAUTION: MTS

CAUTION: SL

CAUTION: GAS

CAUTION:

MTS & SHAW

CAUTION: HYDRO

CAUTION: SL

CAUTION: GAS

CAUTION: MTS

CAUTION:

MTS & SHAW

CAUTION: HYDRO

ADJUST EXST

BELL/MTS MH F & C

(BY OTHERS)

ADJUST EXST BELL/MTS

MH F & C (BY OTHERS)

ADJUST EXST HYDRO

MH F & C (TYP)

ADJUST EXST HYDRO

MH F & C (TYP)

TOPSOIL AND SOD

33.260

33.401

33.297

33.335

33.305

3

3

.

2

7

2

3

3

.

4

7

4

3

3

.

4

1

5

33.461

33.300

33.372

33.510

33.430

33.350

33.561

232.800

233.200

233.600

0+

41

00

+4

10

0+

300

0+

350

0+

400

0+

410

-0.3

0%

-0.4

5%

0.4

9%

0.56%

0.4

0%

0.3

0%

0.4

0%

-0.3

3%

E GUT EL 233.180

E GUT EL 233.242

E GUT EL 233.340

E GUT EL 233.133

E GUT EL 233.243

E GUT EL 233.272

E GUT EL 233.193

0.3

6%

0.3

0%

0.2

7%

-0.61%

0.4

9%

0.56%

-0.4

5%

-0.2

5%

-0.23%

CL EL 233.209

CL EL 233.319

CL EL 233.339

CL EL 233.256

CL EL 233.318

CL EL 233.416

CL EL 233.319

0+350.594

CL EL 233.282

0+282.500

E MED GUT 233.285

0+319.194

E MED GUT 233.395

0+326.593

E MED GUT 233.405

0+354.848

E MED GUT 233.332

0+367.500

E MED GUT 233.394

0+385.000

E MED GUT 233.492

0+334.594

E MED GUT 233.392

0+350.594

E MED GUT 233.346

0.3

0%

0.14%

-0.3

2%

0.4

9%

0.56%

-0.4

5%

-0.16%

-0.2

9%

0

VERTICAL SCALE: 1:10

0.20.1 0.40.3 0.5m

NORTHBOUND

PAVEMENT PROFILE

EAST PROPERTY LINE

EXST EAST GUTTER

EXST CENTERLINE

NRTHBND LANES

EXST EAST MEDIAN

GUTTER

EAST GUTTER

CENTERLINE

EAST SIDEWALK

EAST MEDIAN GUTTER

0+

280

-0

.6

4

%

0.3

0%

3

.

8

4

%

-

2

.

2

9

%

0.3

0%

0.4

1%

0+318.140

E SW EL 233.365

0+310.000

E SW EL 233.417

0+303.058

E SW EL 233.396

0+300.060

E SW EL 233.281

0+293.598

E SW EL 233.291

0+290.626

E SW EL 233.359

0+282.500

E SW EL 233.335

-0.3

1% 0

.7

2

%

0.51%

0

.6

9

%

0.21%

-0

.8

4

%

1

.2

6

%-0.4

5%

0+350.594

E SW EL 233.345

0+354.848

E SW EL 233.332

0+358.317

E SW EL 233.357

0+367.500

E SW EL 233.404

0+372.017

E SW EL 233.435

0+376.398

E SW EL 233.444

0+382.319

E SW EL 233.394

0+389.396

E SW EL 233.412

0+394.396

E SW EL 233.475

0+

300

0+

350

0+

400

0+

410

-0.20%

0.3

4%

0.3

0%

0.3

2%

0+315.437

E MED TL 233.408

0+300.000

E MED TL 233.389

0+310.000

E MED TL 233.419

0+282.500

E MED TL 233.330

EAST MEDIAN LEFT TURN LANE

232.800

233.200

233.600

0+

28

0

0+

300

0+

350

0+

400

0+

410

0.3

4%

0.4

9%

-0.4

0%

-0.59%

-0.3

0%

-0.3

0%

W GUT EL 233.264

W GUT EL 233.326 W GUT EL 233.256

W GUT EL 233.242

W GUT EL 233.161

0+387.500

W MED GUT EL 233.478

0+405.000

W MED GUT EL 233.408

0+326.584

W MED GUT EL 233.432

0+334.594

W MED GUT EL 233.409

0+353.488

W MED GUT EL 233.313

0+300.000

W MED GUT EL 233.350

0+310.000

W MED GUT EL 233.405

0+319.194

W MED GUT EL 233.416

0.4

9%

-0.4

0%

-0.59%

0.21% -0

.29%

-0.51%

0.3

4%

0.55%

0.12%

0.4

9%

-0.4

0%

-0.59%

-0.04%

-0.2

7%

-0.4

1%

0.3

4%

0.4

5%

0.23%

CL EL 233.402 CL EL 233.332

CL EL 233.337

CL EL 233.315

CL EL 233.237

CL EL 233.274

CL EL 233.319

CL EL 233.340

WEST GUTTER

WEST PROPERTY LINE

EXST WEST GUTTER

EXST CENTERLINE

STHBND LANES

SOUTHBOUND

PAVEMENT PROFILE

0

VERTICAL SCALE: 1:10

0.20.1 0.40.3 0.5m

EXST WEST MEDIAN

GUTTER

CENTERLINE

WEST MEDIAN GUTTER

WEST SIDEWALK

0+

280

-

2

.

3

9

%

0.3

4%

-

1

.1

7

%

0.3

4%

0.3

4%

0+321.162

W SW EL 233.355

0+315.000

W SW EL 233.451

0+319.194

W SW EL 233.402

0+310.000

W SW EL 233.434

0+300.000

W SW EL 233.400

0+

300

0+

350

0+

400

0+

410

0.4

8%

-0.3

9%

-0.59%

2

.

7

4

%

1

.1

7

%

-0.3

0%

0+333.723

W SW EL 233.297

0+387.500

W SW EL 233.5270+405.000

W SW EL 233.458

0+335.802

W SW EL 233.354

0+340.000

W SW EL 233.403

0+353.488

W SW EL 233.363

232.800

233.200

233.600

0.4

0%

0.3

6%

0+

28

0

0.4

1%

232.800

233.200

233.600

0+

41

00

+4

10