S794 ELEVATION - LOOKING NORTH

1:50

2500

11000

5500

C

L

OF

AR

M

DODECAGONAL ARM

350 A/F TO 125 A/F

C

L

OF

SHAFT & PILE

8-38 DIA. ANCHOR

BOLTS ON 475 BCD

762 DIA. CONCRETE

PILE FOUNDATION

±7

5

75

ROADWAY

GUTTER ELEV: 233.431

TOP OF MEDIAN

ELEV: 233.992

TOP OF PILE

ELEV: 234.067

75

3750

914 x 914

SIGN PLATE

C

L

OF

SIGN PANEL

C

L

OF

LANE

750 4000 40003500

C

L

OF

LANE

C

L

OF

LANE

5626

C

L

OF

SIGN PANEL

914 x 914

SIGN PLATE

2.0%

DODECAGONAL SHAFT 350 A/F

4000

914 x 914

SIGN PLATE

SAFETY MEDIAN

(SD-226B)

GUTTER ELEV: 233.662

GUTTER ELEV: 233.662

AXIS PARALLEL

TO CANTILEVER

ARM

8-38 DIA. ANCHOR BOLTS

ON 475 BOLT CIRCLE

DIAMETER (BCD)

AXIS PARALLEL

TO CURB

4

5

°

ANCHOR BOLTS LAYOUT

1:20

C

A

B D

ANCHOR BOLT ASSEMBLY TEMPLATE

1:20

C

A

B D

C

A

B D

4

5

°

R 187

R 275

10 THICK x 475 DIA.

ASSEMBLY PLATE

8-40 DIA. HOLES ON 475 BCD.

SEE ANCHOR BOLTS LAYOUT

7

5

C

L

E

A

R

C

O

V

E

R

8-20M VERT. BARS

15M TIES

762 DIA. CONC. PILE

B

8-38 DIA. ANCHOR BOLTS

ON 475 BCD C/W 4 NUTS &

2 PLATE WASHERS. SEE

ANCHOR BOLTS LAYOUT

A

- -

SECTION

SCALE: 1:20

CONCRETE PILE FOUNDATION DETAIL FOR S794

1:20

8-20M VERTICAL BARS

762 DIA. CONCRETE PILE

FOUNDATION

8-38 DIA. GALV. ANCHOR BOLTS

C/W 4 NUTS & 2 PLATE WASHERS

15M TIES @ 200 O.C.

FULL LENGTH OF ANCHOR BOLTS

C

L

OF

CONC. PILE

7500 P

ILE

LE

NG

TH

75 CLEAR COVER ON TIES

15M TIES @ 300 O.C.

BELOW ANCHOR BOLTS

CONCRETE MEDIAN

38 P

RO

JE

CT

IO

N A

BO

VE

TO

P N

UT

(M

IN

IM

UM

)

240 B

OLT

P

RO

JE

CT

IO

N

AB

OV

E P

ILE

ANCHOR BOLT ASSEMBLY

TEMPLATE (10 THICK)

ANCHOR BOLT ASSEMBLY TEMPLATE

(10 THICK) TO BE REMOVED PRIOR TO

ERECTION OF THE SIGN STRUCTURE

25 CHAMFER (TYP.)

75

A

--

PILE ISOLATION,

SEE DETAIL 1

75 C

OV

ER

100 C

OV

ER

PILE CONSTRUCTION NOTES

1. REINFORCING STEEL

·CSA G30.18 GR. 400W

·VERTICAL BARS FULL LENGTH OF PILE

·HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A767

2. ANCHOR BOLTS

·ASTM F1554 GR.55 (380 MPa)

·8-38 DIA. ANCHOR BOLTS 2.0m LONG

·EACH BOLT C/W 4 NUTS & 2 PLATE WASHERS (SEE PLATE WASHER

DETAIL FOR MK. 14)

·TOP 300 THREADED UNC CLASS 2A

·BOTTOM 100 THREADED UNC CLASS 2A

·HOT DIP GALVANIZED FULL LENGTH, IN ACCORDANCE WITH ASTM

A153 CLASS C

·B.C.D. = BOLT CIRCLE DIAMETER TO CENTRE OF BOLT GROUP

·ANCHOR BOLTS SHALL BE ALIGNED WITH TEMPORARY STEEL

TEMPLATES. PLACEMENT OF ANCHOR BOLTS AND CONCRETE

WITHOUT THE TEMPLATES WILL NOT BE PERMITTED.

·CONTRACTOR SHALL REMOVE THE TOP ANCHOR BOLT SETTING

TEMPLATE, NUTS AND FORM, FOLLOWING A MINIMUM 24 HOUR

CONCRETE CURING PERIOD.

·FOLLOWING INSTALLATION OF THE STEEL STRUCTURE, TIGHTEN

THE LOWER LEVELING NUTS AND UPPER ANCHOR NUTS TO A

SNUG-TIGHT CONDITION, FOLLOWED BY 1/3 NUT ROTATION

(+20°/-0°) OF THE UPPER ANCHOR NUTS.

·ANCHOR BOLTS SHALL BE TIGHTENED USING A STAR PATTERN

TIGHTENING SEQUENCE.

3. FORM TOP OF PILE WITH A TUBULAR FORM (SONOTUBE):

·1m FOR DRILLED SHAFTS

·1.5m FOR HYDRO-EXCAVATED SHAFTS

4. CONCRETE MIX DESIGN

PROPORTIONING OF FINE AGGREGATE, COARSE AGGREGATE, CEMENT,

WATER, AND AIR ENTRAINING AGENT SHALL BE SUCH AS YIELD

CONCRETE HAVING THE REQUIRED STRENGTH AND WORKABILITY AS

FOLLOWS:

i) CLASS OF EXPOSURE: F-1 AND S-1

ii) MINIMUM COMPRESSIVE STRENGTH AT 56 DAYS = 35 MPa

iii) MAXIMUM WATER/CEMENT RATIO = 0.40

iv) AIR CONTENT: CATEGORY 1 PER TABLE 4 OF CSA A23.1-14 (5-8%)

v) TYPE HS, HSb OR HSe CEMENT IN ACCORDANCE WITH CSA A23.1-14

1

8

4

6

2

7

3

5

1%1%

C

L

OF

PILE & SHAFT

38

MA

X

38

MIN

1

2

" - 18F STAINLESS STEEL RODENT SCREEN

FASTENED WITH SELF-TAPPING SCREWS.

SEE SPECIFICATIONS FOR DETAILS.

PILE TOP DETAIL

1:10

#8 -

1

2

" LONG SS SELF-TAPPING SCREW

C/W SS WASHER AT 200 O/C, FULL

CIRCUMFERENCE OF BASE PLATE

#8 -

5

8

" LONG SS SELF-TAPPING SCREW

C/W SS NUT, 2 FLAT SS WASHERS,

AND SS LOCK WASHER AT BOTTOM

OF RODENT SCREEN SPLICE LAP

±75

OHSS No. 794

CONCRETE PILE P5

FU

TU

RE

D

AW

SO

N R

OA

D S

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NO

RT

HB

OU

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LA

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S

FU

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SO

N R

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32

.5

75

FERMOR AVENUE EB

FERMOR AVENUE WB

SITE LOCATION

FU

TU

RE

D

AW

SO

N

RO

AD

S

OU

TH

12

EMSEAL

12mm BEJS

FLEXCELL

TOP OF PROPOSED

CONCRETE MEDIAN

762 DIA. CONCRETE PILE

40

5

DETAIL 1 - PILE ISOLATION

1:2

CONCRETE

MEDIAN

WHOLE NUMBERS INDICATE MILLIMETRES

DECIMALIZED NUMBERS INDICATE METRES

METRIC

AS SHOWN

AS SHOWN

561804191-56-Fermor-OH-07.dwg

56

GQW

AH

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P-3501-56

Certificate of Authorization

MORRISON HERSHFIELD

No. 1736

ENGINEERS

GEOSCIENTISTS

MANITOBA

N/A

DESIGNED

DRAWN

CHECKED

APPROVED

RELEASED FOR CONSTRUCTION

GBM 55-015

ELEV 233.170

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.

TENDER No.8-2019

THE CITY OF WINNIPEG

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

CITY DRAWING NUMBER

Winnipeg2019/2020 REGIONAL STREET RENEWAL PROGRAM

FERMOR AVENUE

FROM LAGIMODIERE BOULEVARD

TO PLESSIS ROAD (CITY BOUNDARY)

19/02/15

-

N/A

63

A N/A -

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

WEI

G.Q.

Member

38723

BAPB ISSUED FOR CLIENT REVIEW 19/02/15

BAPC ISSUED FOR TENDER 19/03/22

SITE PLAN

SCALE 1:250

KEY PLAN

SCALE 1:1000

CENTRE OF PILE LAYOUT TABLE

STRUCTURE STATION

O/S (m)

NORTHING EASTING

S794 (P5) 17+14.499 48.282 (RIGHT) 9907.1513 10486.3763

(PR-FERMOR-SOUTH MEDIAN EDGE CONTROL LINE)

OVERHEAD SIGN STRUCTURE

S794 DAWSON ROAD NB, SOUTH OF FERMOR

GENERAL ARRANGEMENT & FABRICATION DETAILS