19850

MODULAR BLOCK RETAINING WALL

7420

EMBANKMENT

5033 1362 20875 RAMP LANDING

ELEV. 233.353

4325

MAX SOIL REINFORCEMENT LENGTH = 3200

DESIGN BY OTHERS

600*

ELEV. 232.012 ±

ELEV. 231.430 ±

ELEV. 231.042 ±ELEV. 230.654 ±

ELEV. 230.848 ±

ELEV. 231.042 ±

ELEV. 231.236 ±

3H:1V EMBANKMENT

EXISTING

STAIRS

PEDESTRIAN ALUMINUM

HANDRAIL (TYP.)

WELL-GRADED COMPACTED

AGGREGATE FOOTING (TYP.)

DESIGN BY OTHERS

3H:1V EMBANKMENT MAX

EXISTING

HANDRAIL

T.O. PORTAGE AVENUE

SIDEWALK CURB

T.O. CURB

WESTEAST

E

123120

D

120 123

C

120 122

B

120 122

A

120 122

CAUTION: GAS

LOCATION NOT IN DOCUMENTATION

PROVIDED BY MANITOBA HYDRO

CAUTION: HYDRO UNDERGROUND

5 OF 4 WAY DUCTLINE

TOP ELEV. 230.395 AT WALL

FOOTING LOCATION

15525

MAX SOIL REINFORCEMENT LENGTH = 3500

DESIGN BY OTHERS

ELEV. 233.413

ELEV. 232.633ELEV. 232.442

ELEV. 232.508

ELEV. 233.420

500

MIN

.

3.6%± (AVG)

ELEV. 233.345

ELEV. 232.634±

ELEV. 232.602±

EXISTING GROUND

ELEV. 232.645±

ELEV. 233.427±

DRAIN 3 T/O

ELEV. 232.962

DRAIN 2 T/O

ELEV. 232.269

DRAIN 1 T/O

ELEV. 232.513

ELEV. 233.381

ELEV. 233.302

T.O. SLAB

ELEV. 233.065 ±

ELEV. 233.259 ±

ELEV. 233.453 ±

ELEV. 233.841 ±

PEDESTRIAN ALUMINUM

HANDRAIL (TYP.)

ELEV. 233.580

EXISTING GROUND

WELL-GRADED COMPACTED

AGGREGATE FOOTING

DESIGN BY OTHERS (TYP.)

23190

MAX SOIL REINFORCEMENT LENGTH = 2600

DESIGN BY OTHERS

8985

MAX SOIL REINFORCEMENT LENGTH = 3500

DESIGN BY OTHERS

3314

MAX SOIL REINFORCEMENT LENGTH = 2200

DESIGN BY OTHERS

22233 2400 17290 12760

18733

EMBANKMENT

35950

MODULAR BLOCK RETAINING WALL

EMPRESS ST.

SIDEWALK

600*

SHARED STAIRS

AND RAMP LANDING

ELEV. 233.647 ±

NORTH SOUTH

G

120 124

H

120 125

J

120 125

CAUTION: HYDRO

STREET LIGHT SERVICE

F

120 124

K

120 126

ELEV. 234.647

ELEV. 234.638

ELEV. 233.942

ELEV. 233.818

ELEV. 233.515

ELEV. 234.647

3H:1V EMBANKMENT MAX

T.O. SLABT.O. CURB

ELEV. 235.555

ELEV. 235.511

ELEV. 235.532

ELEV. 235.354

ELEV. 234.891 ±

DRAIN 6 T/O

ELEV. 234.379

DRAIN 5 T/O

ELEV. 234.317

ELEV. 234.251 ±

ELEV. 234.139 ±

ELEV. 234.266 ±

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.

THE CITY OF WINNIPEG

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

CITY DRAWING NUMBER

REV

WHOLE NUMBERS INDICATE MILLIMETRES

DECIMALIZED NUMBERS INDICATE METRES

METRIC

Certificate of Authorization

MORRISON HERSHFIELD

No. 1736

ENGINEERS

GEOSCIENTISTS

MANITOBA

169

BID OPPORTUNITY No. 602-2018

EMPRESS STREET PROJECT

N/A

YM

121

ALP

BAP

BE

AS SHOWN

AS SHOWN

W160034 - DD SR

ELEVATIONS.DWG

121

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NOTES:

· CONTRACTOR SHALL SUBMIT THE MODULAR BLOCK RETAINING WALL DESIGN TO

THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.

· * WELL-GRADED COMPACTED AGGREGATE FOOTINGS DISPLAYED AT 600

ASSUMED DEPTH. DESIGN FOR ALL MODULAR BLOCK RETAINING WALL FOOTINGS

BY MODULAR BLOCK RETAINING WALL SUPPLIER. ANY CHANGES TO THE ASSUMED

DIMENSIONS MUST BE APPROVED BY ALL PARTIES PRIOR TO CONSTRUCTION.

· TOP OF RAMP SLAB ELEVATIONS LOCATED AT NEAREST GUTTER.

· SHEAR KEYS NOT SHOWN IN ELEVATIONS VIEWS FOR CLARITY.

A BAP18/06/28ISSUED FOR 50% DESIGN REVIEW

NORTH ELEVATION

SCALE: 1:75

WEST ELEVATION

SCALE: 1:75

IS

O A

1 - 5

94

mm

x 8

41

mm

B BAP18/08/07ISSUED FOR 95% DESIGN REVIEW

PEDESTRIAN ACCESSIBILITY RAMPS

SOUTH RAMP

ELEVATIONS

C BAP18/09/04ISSUED FOR TENDER

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

T

I

RE

PHILLPS

B.A.F.

Member

32723

D

D BAP18/10/05ISSUED FOR ADDENDUM 1