419

420

407

404

411

408

415

412416

399

396

403

400

INV S 232.99

INV N 231.05

INV W 231.05

INV S 232.75

INV S 231.20

INV W 231.20

INV N 230.84

INV E 230.84

INV S 231.15

INV W 230.84

SHARP BOULEVARD

NE

SS

0+

404.71

3.4

9

7.6

4

7.6

2

6.1

9

A

VE

NU

E

0+

404.72

0+350

0+400 0+408

234.765

234.895234.815

234.860

234.780

234.690

234.740

234.800

234.690

234.800

234.750

234.780

234.800

234.830

234.855

234.885

234.890

234.860

11.43

0.79

1.98

0.8

%

0.7

%

2.0

%

3.0

%

4.0

%

4.2

%

4.5

%

2.3

%

5.0

%

419

420

407

404

411

408

415

412416

399

396

403

400

INV S 232.99

INV N 231.05

INV W 231.05

INV S 232.75

INV S 231.20

INV W 231.20

INV N 230.84

INV E 230.84

INV S 231.15

INV W 230.84

SHARP BOULEVARD

NE

SS

0+

404.71

3.4

9

7.6

4

7.6

2

6.1

9

A

VE

NU

E

0+

404.72

NOTE 8

NOTE 2

NOTE 2

NOTE 3 TYP

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 5, 6 & 7

NOTE 10 & 11

NOTE 5

NOTE 5

NOTE 10 & 11

NOTE 13 TYP

NOTE 8

NOTE 13 TYP

NOTE 13 TYP

NOTE 3

NOTE 1

NOTE 1

NOTE 1

NOTE 9, 12 & 13 TYP

NOTE 9, 12 & 13 TYP

NOTE 5 & 7

NOTE 5 & 7

NOTE 4

NOTE 4

NOTE 9, 12 & 13 TYP

NOTE 9, 12 & 13 TYP

NOTE 11

NOTE 10

NOTE 14

250Ø INV=233.110

INSTALL 2.6m 250mmØ LDS

@ 2.0% MIN

TIE-IN INV= 232.XXX

INSTALL 9.7m 250mmØ LDS

@ 2.0% MIN

TIE-IN INV= 232.XXX

250Ø INV=233.110

DIP CURB

DIP CURB

0.5

%0

.7

%

0.6

%0

.5

%

0.5

%

1.0

%

4.3

%2

.0

%

1.2

%

2.0

%

2.0

%

2.0

%

0.8

%

234.500

235.000

235.500

0.52%

E

-0.2

7%

E

0.3

1%

E

0+408.000

EL=234.860E

0+385.000

EL=234.740E

0+327.500

EL=234.690E

0+362.500

EL=234.800E

-0.3

6%

W

0.4

5%

W

0.4

9%

W

0+385.000

EL=234.780W

0+408.000

EL=234.883W

0+327.500

EL=234.690W

0+362.500

EL=234.860W

0.3

7%

-0.3

6%

0

.7

8

%

0+327.500

EL=234.765

0+362.500

EL=234.895

0+385.000

EL=234.815

0+408.000

EL=234.994

0+

33

0

0+

34

0

0+

35

0

0+

36

0

0+

37

0

0+

38

0

0+

39

0

0+

40

0

0+

41

0

234.500

235.000

235.500

ENGINEER'S SEAL

ELEV.

B.M.

ORIGINAL SIGNED BY:

LOCATION APPROVED

UNDERGROUND STRUCTURES

SUPV. U/G STRUCTURES DATE

COMMITTEE

NOTE:

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.NO. REVISIONS DATE BY

DRAWN

BY

HOR. SCALE:

VERTICAL:

DATE

DESIGNED

BY BY

CHECKED

BY

APPROVED

CONSULTANT DRAWING NO.

SHEET OF

CITY DRAWING NUMBER

E PROPERTY LINE

W PROPERTY LINE

LEGEND - PROFILEEXISTINGEXISTING

EXISTINGPROPOSED PROPOSEDPROPOSEDLEGEND - PLAN LEGEND - PLAN

WATERMAIN

HYDRANT

VALVE

LAND DRAINAGE SEWER

WASTEWATER SEWER

MANHOLE

CATCH BASIN

CATCH PIT

JUNCTIONS

CULVERT

GAS

HYDRO

M.T.S.

CONCRETE

ASPHALT

SURVEY BAR

PROPERTY LINE

300mm L.D.S.

250mm W.W.S.

300mm L.D.S.

250mm W.W.S.

ELEVATION

TREE

SIDEWALK RAMP

CONCRETE SIDEWALK

FENCE

150 mm W.M. 150 mm W.M.

C PROFILE

EAST GUTTER

WEST GUTTER

T H E C I T Y O F W I N N I P E G

ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENTWinnipeg

STATION 0+320 TO NESS ST.

ASPHALT PAVEMENT REHABILITATION

SHARP BLVD. - BRUCE ST. TO NESS ST.

JT

JC

BC/RC

1:250

1:10

CT-16

16 19

RENEWAL PROGRAM

2020 RESIDENTIAL STREET

A

ISSUED FOR 100% REVIEW

CUNNINGHAM

R. T.

Member

24711

PROFILE VIEW

Certificate of Authorization

AECOM Canada Ltd.

No. 4671 Date:_____________

M

AT

CH

LIN

E S

TA

TIO

N 0

+3

20

REFERENCE NOTES:

A. PAVEMENT DIMENSIONS ARE TO BACK OF CURB

B. BASELINE IS CENTRE LINE ROADWAY

C. PROPERTY LINES OBTAINED FROM CITY OF WINNIPEG L.B.I.S., AND NO SCALE

FACTOR WAS APPLIED

D. REFER TO AECOM FIELD BOOK NO. 5051

CONSTRUCTION NOTES:

1. REMOVE EXISTING PAVEMENT AND CONSTRUCT NEW 150mm

REINFORCED CONCRETE PAVEMENT c/w 60mm ASPHALT OVERLAY TYPE IA

2. CONSTRUCT NEW CONCRETE BARRIER CURB (75mm REVEAL HT. SEPARATE)

3. CONSTRUCT NEW CONCRETE BARRIER CURB (75mm REVEAL HT. DOWELED)

4. CONSTRUCT NEW 100mm CONCRETE SIDEWALK

5. ADJUST EXISTING CATCH BASIN/MANHOLE TO GRADE

6. INSTALL NEW CAST IRON RISER RING

7. REMOVE EXISTING FRAME AND COVER AND PLACE NEW FRAME AND COVER

(AP-008/AP-009)

8. CONSTRUCT NEW ASPHALTIC PAVEMENT TYPE 1A (95mm AVG THICKNESS)

9. INSTALL DETECTABLE SURFACE WARNING TILES

10. REMOVE EXISTING CB AND PLUG LEAD

11. INSTALL NEW CURB & GUTTER INLET C/W CATCH BASIN (SD-024) AND

CONNECT TO EXISTING MANHOLE

12. CONSTRUCT NEW CONCRETE CURB RAMP (10-12mm HT. DOWELED)

13. REMOVE EXISTING CURB AND CONSTRUCT NEW MODIFIED CONCRETE

BARRIER CURB (150mm REVEAL H.T. DOWELED)

14. CONSTRUCT NEW CONCRETE BULL NOSE (SD-227C)

6.1

7

6.5

4

EX

IS

TIN

G

4.8

0

6.1

9

04/17/20 BC

02/14/20

39 - S.W. COR. SHARP BLVD & BRUCE AVE.,

TBLT. IN N. CONC. FOUNDATION NO. 336

SHARP BLVD., 3.3m W. & 0.3m BELOW STUCCO

OF N.E. COR. OF DWELLING

ELEVATION: 236.023

7.7

46

.5

3

EX

IS

TIN

G

10

.1

1

N

24

.3

7

24

.3

8