SH

OA

L LA

KE

AQ

UE

DU

CT

GREATER WINNIPEG

WATER DISTRICT

RAILWAY

TO TRANS-CANADA HIGHWAY

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

TIE INTO EXISTING

8400

RO

AD

WA

Y W

ID

TH

TIE INTO EXISTING

RAILWAY

CROSSING

(BY OTHERS)

OF

BR

ID

GE

4 - PRECAST CONCRETE

BARRIERS @ 3000 =

12000 LG. (TYP.)

324.00

325.00

326.00

326.00

324.00

325.00

326.00

450 CSP

TIMBER

RETAINING WALL

C/W PIPE PILES (TYP.)

C

L

W.P. 2

C

L

W.P. 1

TH12-01

C

L

LAUNCHING PAD

A LEVEL AREA AT BEARING SEAT

ELEVATION TO BE PROVIDED BY THE

CONTRACTOR FOR A MINIMUM DISTANCE

OF 25 m BEHIND THE NORTH ABUTMENT

FOR LAUNCHING OF THE ACROW BRIDGE.

8404

(T

YP

.)

LANDING PAD

A LEVEL AREA AT BEARING SEAT

ELEVATION TO BE PROVIDED BY THE

CONTRACTOR FOR A MINIMUM DISTANCE

OF 25 m BEHIND THE SOUTH ABUTMENT

FOR LANDING OF THE ACROW BRIDGE.

OF

BEARING

(SOUTH ABUTMENT)

OF

BEARING

(NORTH ABUTMENT)

TO SHOAL LAKE

TH16-01

TP16-02

33382

APPROX. LOCATION

EXISTING AQUEDUCT

ACROW PANEL SPAN

CONCRETE

ABUTMENT (TYP.)

4 %

TOP OF FINISHED

ROADWAY

ELEV. 326.423

TOP OF BRIDGE DECK

0.3 %

EXISTING GROUND

GEOTEXTILE

(TYP.)

0.5 %

TOP OF BRIDGE LAUNCHING PAD

TOP OF BRIDGE

LANDING PAD

1

OF

BEARING

(NORTH ABUTMENT)

W.P. 2

35109

FIXED

EXP.

SUB-CUT

PEAT (TYP.)

GREATER WINNIPEG

WATER DISTRICT

RAILWAY

TIMBER BACKWALL

ELEV. 325.086

TOP OF ABUT. SEAT

1

4

5 - 324 Ø x 13 PIPE PILES

EACH ROW (TYP.)

7193 m ±

ELEV. 325.400

BOTTOM OF CSP

TIMBER RETAINING

WALL (TYP.)

RETAINING WALL PILES

3 - 324 Ø x 13 PIPE PILES

12000 LG. (TYP.)

C

L

OF

BEARING

(SOUTH ABUTMENT)

W.P. 1

C

L

15

00

OF

TRACKS

C

L

OF

450 CSP

C

L

TO TRANS-CANADA HIGHWAYTO SHOAL LAKE

4300 2700

7000

ELEVATION

1:200

A

-

ELEV. 322.365

STRUCTURAL

BACKFILL

(TYP.)

ELEV. 314.610

1

1

1

SEE ROAD CROSS

SECTION SHOWN

ON SHEET 13

WINGWALL PILE TIP

VARIES

TOP OF FINISHED

ROADWAY

A

-

SECTION

1:100

TYPICAL APPROACH

CROSS-SECTION

GEOTEXTILE

STRUCTURAL

BACKFILL

VARIES VARIES

4

1

4

1

ELEV. 325.086

LANDING PAD

ELEV. 324.486

BASE OF EXCAVATION

TOE OF

SLOPE

TOE OF

SLOPE

TEST HOLE CO-ORDINATES (UTM ZONE 14 N)

TEST HOLE

MK. NO.

TH12-01

EASTING NORTHING

767643.9 5503422.6

WORKING POINT CO-ORDINATES (UTM ZONE 14 N)

W.P. 1

EASTING NORTHING

767629.189W.P. 2

767636.130 5503422.341

ELEVATION

325.086

325.086

NOTE:

TEST HOLE LOCATIONS HAVE BEEN

SUPPLIED BY OTHERS AND DILLON

CONSULTING DOES NOT GUARANTEE

THEIR ACCURACY. REFER TO TREK

GEOTECHNICAL REPORT FOR

DESCRIPTION OF EACH TEST HOLE.

16-4481

14

CS -

SHOAL LAKE AQUEDUCT CROSSING

AND ASSOCIATED ROADWORKS

WATER AND WASTE DEPARTMENT

WILLIS

K.G.

Member

33036

P

R

O

V

I

N

C

E

OF

M

A

N

I

T

O

B

A

RE

G

I

S

T

E

R

E

D

P

R

O

FESS

IO

N

A

L

E

N

G

I

N

E

ER

GENERAL ARRANGEMENT

2

01

NOTES

CONSTRUCTION INFORMATION

· IN GENERAL ALL EFFORTS SHALL BE MADE TO LIMIT THE DISRUPTION OF NATURAL VEGETATION AND GROUND

COVER.

· NO WORK IS PERMITTED WITHIN 10 m FROM OF AQUEDUCT.

1. BRIDGE ABUTMENTS:

1.1. BOTH ABUTMENTS WILL BE ON PIPE PILES INSTALLED TO BEDROCK WITH A REINFORCED CONCRETE PILE

CAP.

2. APPROACHES:

2.1. THE APPROACHES SHALL BE CONSTRUCTED WITH CLEAN GRANULAR FILL, WITH A TOP WIDTH OF 8.112 m AS

SHOWN.

2.2. PROVIDE 25 m TRANSITION AT BRIDGE APPROACH TO ACHIEVE CHANGE IN CROWN FROM 0% TO 4%.

3. SUPERSTRUCTURE:

3.1. SUPERSTRUCTURE WILL BE A CLEAR SPAN ACROW PANEL BRIDGE AND SHALL BE CONSTRUCTED WITHOUT

AFFECTING THE SHOAL LAKE AQUEDUCT IN ANY WAY.

4. EXCAVATIONS TO BE CARRIED OUT IN ACCORDANCE WITH MANITOBA WORKPLACE SAFETY AND HEALTH

DIVISION'S GUIDELINES FOR EXCAVATION WORK. FLATTER SLOPES THAN THOSE SHOWN MAY BE REQUIRED TO

MAINTAIN EXCAVATION STABILITY.

GPS INFORMATION

COORDINATES PROVIDED TAKEN FROM SURVEY DATA TYING INTO THE SHOAL LAKE AQUEDUCT CONTROL SURVEY

WHICH IS REFERENCED TO ZONE 14 N, ACTUAL LOCATION OF BRIDGE IS IN ZONE 15 N.

· UTM COORDINATES: AT OF BRIDGE 14 N EASTING = 767632.66, NORTHING = 5503438.74

· LATITUDE = 49°37'26.83"N, LONGITUDE = 95°17'38.46W".

BRIDGE INFORMATION

· BRIDGE DIMENSIONS: 33.528 m LONG (110'), 5.79 m WIDE (19'-0") INSIDE TRUSS TO INSIDE TRUSS.

DESIGN DATA

SPECIFICATIONS

1. CSA STANDARD S6-14 "CANADIAN HIGHWAY BRIDGE DESIGN CODE".

VEHICULAR LIVE LOADING

1. CL625

2. JOHN DEERE 300D

3. CAT 740

STEEL

1. ALL STRUCTURAL STEEL SHALL CONFORM TO CSA-G40.21 GRADE 350W UNLESS NOTED OTHERWISE.

2. ALL REINFORCING STEEL SHALL CONFORM TO CSA-G30.18 GRADE 400W UNLESS NOTED OTHERWISE.

STRUCTURAL CONCRETE

1. ALL STRUCTURAL CONCRETE SHALL CONFORM TO CSA A23.1, EXPOSURE CLASS S-1, f'c = 35 MPa @ 56 DAYS

UNLESS NOTED OTHERWISE.

SITE LOCATION

SHOAL LAKE

STATION

10+025.168

10+058.550

C

L

C

L

C

L

AQUEDUCT

C

L

TH16-01

767623.0 5503483.2

1-0701A-C0001-001

0 18/01/10 RCBISSUED FOR TENDER

TP16-02

767639.0 5503459.4

5503455.142

95o17'38.46"W