150 G

AS

150 GAS

300 DI WM (ABAND)

3

0

0

D

I W

M

(A

B

A

N

D

)

3

0

0

A

C

F

R

M

300 AC FRM

300 PVC WM

3

0

0

P

V

C

W

M

H

Y

D

R

O

D

U

C

T

S

HYDRO DUCT 12D

150 P

VC

W

M

375 C

ON

C C

S

WM

(A

BA

ND

)

WM

(A

BA

ND

)

3

0

0

A

C

F

R

M

3

0

0

D

I W

M

(A

B

A

N

D

)

3

0

0

P

V

C

W

M

200 D

I W

M

200 P

VC

WM

1050 C

ON

C LD

S

375 C

ON

C C

S

300 LDS

H

Y

D

R

O

U

G

HYDRO DUCT 12D

300 AC FRM

2

.7

0

0

3

0

0

P

V

C

W

M

5

.0

0

0

H

Y

D

R

O

D

U

C

T

S

3

7

5

C

O

N

C

C

S

6

.0

6

0

3

0

0

A

C

F

R

M

2

.0

0

0

5

.8

0

0

3

.8

0

3

3

.7

6

5

4.005

6.074

11.110

1.500

4.035

300 AC WM

3.480

1.500

1.500

1

.0

0

0

1.000

250 CS

7.634

300 FRM

300 LDS

150 W

M

900 x 1350 C

S

300 AC WM

300 LDS

5.548

6.110

2.951

2.152

2

.3

0

0

20.117

20.117

16.764

20.117

20.117

2

0

.1

1

7

150 G

AS

150 W

M

900 x 1350 C

S

20.117

RU

E M

AS

SO

N

CA

TH

ED

RA

LE

AV

EN

UE

RU

E D

ES

PIN

S

TACHE AVENUE

RED RIVER

NoteNote

5

3

1

TREETOP LOOKOUT

SHEET PILE WALL AND

SIDEWALK WIDENING

UPPER BANK PATHWAY

SLOPE STABILIZATION

PROPOSED RIPRAP

1

5

7

1

6

1

1

6

3

1

6

4

1

6

5

1

6

6

1

6

7

1

7

1

1

7

0

1

7

3

1

7

4

151

494

151

130

134

138

142

146

1

5

6

1

6

0

133

135

1

3

0

1

4

0

150

154

139

141

145

147

149

151

153

1

3

6

1

3

8

1

4

2

1

4

6

1

5

0

1

5

4

500

6

2

2

126

1

0

6

448 450 452 456

465455

145

464458

164

166

S

T

. B

O

N

IF

A

C

E

H

E

R

IT

A

G

E

G

A

R

D

E

N

S

ST. BONIFACE MUSEUM

PIER ICE SCOUR BERM

(CLASS 450 RIPRAP)

SHORELINE

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. 754-2017

TACHE PROMENADE

THE CITY OF WINNIPEG

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

CITY DRAWING NUMBER

REV

70

5170563-Tache-GP-01.dwg

01

02

JGKISSUED FOR TENDER0 17/10/13

0

O:\W

in

nip

eg

\P

ro

j\5

17

05

63

\0

9. D

ra

win

g\0

5. D

esig

n\0

6. S

he

ets\D

eta

ile

d D

esig

n\G

en

era

l\5

17

05

63

-T

ach

e-G

P-0

1.d

wg L

ast S

ave

d: 1

0/1

3/2

01

7 9

:1

9 A

M b

y kb

era

rd

P

lo

tte

d: 1

0/1

3/2

01

7 9

:3

0 A

M b

y K

evin

B

era

rd

IS

O A

1 - 5

94

mm

x 8

41

mm

B250-17-02

PLAN

WHOLE NUMBERS INDICATE MILLIMETRES

DECIMALIZED NUMBERS INDICATE METRES

METRIC

DAN

KMB

JGK

BWB

17/10/13

Certificate of Authorization

MORRISON HERSHFIELD

No. 1736

ENGINEERSGEOSCIENTISTSMANITOBA

E

G

E

N

G

P

R

E

D

IS

T

E

A

L

SS

R

EF

O

O

N

I

I

N

O

B

A

A

OF

M

E

C

N

P

RE

I

O

V

R

N

TI

RE

Member

KENNEDY

J.G.

22326

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

WATERMAIN

LAND DRAINAGE SEWER

SANITARY/COMBINED SEWER

MANHOLE

CATCH BASIN/CATCH PIT

CURB INLET WITH BOXHYDRO HANDWELL/CABINET

MTS HANDWELL/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

H

M

TACHE AVENUE

GENERAL SCOPE OF WORK

PLAN

THE FOLLOWING SCOPE OF WORK IS PRESENTED IN THE CONSTRUCTION SEQUENCE ASSUMED AS THEBASIS OF DESIGN. THE CONTRACTOR SHALL SUBMIT HIS PROPOSED CONSTRUCTION SEQUENCE AND HISSCHEDULE FOR CONTRACT ADMINISTRATOR'S REVIEW AND ACCEPTANCE PRIOR TO PROCEEDING WITHTHE WORK.

SCOPE OF WORK

UTILITY RELOCATION IN ADVANCE OF TACHE PROMENADE WORKS (BY OTHERS)

1. RELOCATE HYDRO POLES ALONG THE LENGTH OF THE PROPOSED SHEET PILE WALL ANDSIDEWALK WIDENING TO THE EAST SIDE OF TACHE AVE. (BY OTHERS)

SLOPE STABILIZATION NOTES 2017/18 (WINTER)

1. IMPLEMENT TRAFFIC CONTROL MEASURES FOR SHEET PILE WALL AND SIDEWALK WIDENING.

2. MOBILIZE FOR SLOPE STABILIZATION WORKS.

3. IMPLEMENT TREE PROTECTION.

4. PERFORM ACCEPTED TREE REMOVALS.

5. IMPLEMENT SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED TO PREVENTSEDIMENT ENTRY INTO THE WATERCOURSE.

6. CONSTRUCT ACCEPTED TEMPORARY ACCESS AND WORK PLATFORMS.

7. FACILITATE INSTALLATION OF RIVERBANK MONITORING INSTRUMENTATION (BY OTHERS).

8. INSTALL ROCKFILL COLUMNS.

9. INSTALL RIPRAP.

10. RESTORE LOWER BANK PLATFORMS AND ANY RAMPS NOT REQUIRED FOR LOOKOUT STRUCTURECONSTRUCTION.

11. IMPLEMENT TEMPORARY EROSION CONTROL MEASURES FOR SPRING FLOOD.

SHEET PILE WALL AND SIDEWALK WIDENING (SUMMER)

1. IMPLEMENT TRAFFIC CONTROL MEASURES FOR SHEET PILE WALL AND SIDEWALK WIDENING.

2. IMPLEMENT EROSION CONTROL MEASURES FOR SHEET PILE WALL CONSTRUCTION AS REQUIRED.

3. PERFORM REMOVALS.

4. INSTALL SHEET PILING.

5. INSTALL SUBDRAIN SYSTEM.

6. INSTALL CELLULAR CONCRETE FILL.

7. INSTALL REINFORCED CONCRETE CORBEL BEAM AND ABUTMENT SEATS.

8. INSTALL CONCRETE PAVEMENT AND SAFETY CURB.

9. INSTALL LIMESTONE BACKFILL AND SIDEWALK PAVEMENT STRUCTURE.

10. INSTALL BICYCLE RAIL.

TREETOP LOOKOUT (SUMMER)

1. INSTALL CAST-IN-PLACE CONCRETE PIER FOUNDATIONS C/W PERMANENT PIER SLEEVE.

2. INSTALL PIER ICE SCOUR PROTECTION.

3. INSTALL BEARINGS WHERE REQUIRED.

4. INSTALL STEEL FRAMING.

5. INSTALL STAY-IN-PLACE STEEL DECKING C/W STUD ANCHORS AND PERIMETER ANGLES.

6. INSTALL DECK DRAINS.

7. INSTALL REINFORCING STEEL.

8. INSTALL ELECTRICAL CONDUIT DUCT RUNS.

9. INSTALL CAST-IN-PLACE CONCRETE DECK AND CURBS.

10. INSTALL DECK EXPANSION JOINTS.

11. INSTALL WATERPROOFING MEMBRANE.

12. INSTALL AND COMPACT BEDDING SAND.

13. INSTALL PRECAST CONCRETE PAVERS.

14. INSTALL STEEL RAILING C/W EXPANDED WIRE MESH AND INTEGRAL LIGHTING.

15. INSTALL TIMBER BENCH AT LOOKOUT PLATFORM AND TIMBER RAILING AT JUMP SLABS.

16. FACILITATE INSTALLATION OF PUBLIC ART PIECE AT THE LOOKOUT PLATFORM.

17. INSTALL AND CONNECT ALL ELECTRICAL SERVICES.

UPPER BANK PATH (SUMMER)

1. REMOVE EXISTING CURBS AND HANDRAIL.

2. EXCAVATION AND PLACEMENT OF FILL AND PAVEMENT STRUCTURE.

3. INSTALLATION OF LIMESTONE BLOCK WALL.

4. PLACEMENT OF SEPARATION GEOTEXTILE FABRIC, SUB-BASE MATERIAL AND BASE COURSE.

5. PLACEMENT OF ASPHALT PAVEMENT.

6. LANDSCAPING. SCALE: 1:750

0 45m3015

1:750