NOTES:

1. EXCAVATION SHOWN FOR ILLUSTRATIVE PURPOSE ONLY. CONTRACTOR SHALL

DEVELOP DETAILED PLANS FOR EXCAVATION AND DEMOLITION INCLUDING STABILITY

OF EXCAVATION AND ANY WORKS REQUIRED TO PREVENT THE INGRESS OF WATER.

EXISTING NORTH ABUTMENT DEMOLITION - PLAN

1:200

VIEW 1

-1:200

VIEW 2

-1:200

LEGEND:

AREA OF EXISTING RETAINING WALL AND ORIGINAL ABUTMENT TO REMAIN IN PLACE

AREA OF ORIGINAL ABUTMENT TO BE DEMOLISHED

AREA OF EXISTING RETAINING WALL TO BE DEMOLISHED

QUANTITIESITEM UNIT QUANTITY

EXISTING ABUTMENT

DEMOLITIONo* 365

EXISTING RETAINING

WALL DEMOLITIONo* 30

* DEMOLITION OF EXISTING APPROACH ROADWAY AND TIMBER APPROACH STRUCTURE

NOT INCLUDED IN QUANTITIES.

* DEMOLITION AND REPLACEMENT IN KIND OF EXISTING CONCRETE SEAT AND PAVERS

NOT INCLUDED IN QUANTITIES

NORTH

ABUTMENT

CONCRETE PAVERS

(REMOVE & REPLACE AS NEEDED)

APPROX.

EXCAVATION

RETAINING WALL FOOTING

(DO NOT UNDERMINE FOOTING

DURING EXCAVATION)

APPROX.

EXCAVATION

ORIGINAL BRIDGE

ABUTMENT WING WALL

APPROX.

EXISTING

GROUND

CONCRETE

RETAINING WALL

ORIGINAL BRIDGE

ABUTMENT

CONCRETE SEAT

(REMOVE & REPLACE AS NEEDED)

EARTH WALL

MEAN WATER LINE

EL. 473.50

10 YR FLOOD

EL. 474.75

100 YR FLOOD

EL. 476.37

1

1

1

1

APPROX.

EL. 481.50

APPROX.

EL. 471.96

LOW WATER LINE

EL. 472.00

BRIDGE &

ABUTMENT

CONCRETE STAIRS

(REMAINS)

CONCRETE SEAT

ORIGINAL BRIDGE

ABUTMENT

CONCRETE

RETAINING WALL

59753880

2514

1

1

1

1

EXISTING TIMBER GRILLAGE

TO BE DEMOLISHED

APPROX.

EXCAVATION

BRIDGE &

ABUTMENT

EXISTING TIMBER APPROACH SPAN

NOT SHOWN (TO BE DEMOLISHED)

PRECAST CONCRETE

REINFORCED EARTH WALL

NO

RT

H

AB

UT

ME

NT

ORIGINAL BRIDGE

ABUTMENT

CONCRETE SEAT

MEEWASIN VALLEY TRAIL

CONCRETE

SIDEWALK

CONCRETE

RETAINING WALL

CONCRETE STAIRS

(REMAINS)

APPROX. FOOTPRINT

OF 1:1 EXCAVATION

APPROX. FOOTPRINT

OF EXCAVATION

RETAINING WALL

FOOTING, TYP

SOUTH SASKATCHEWAN

RIVER

CONCRETE PAVERS

QUANTITIESITEM UNIT QUANTITY

CONCRETE

FOOTING o* 215

ABUTMENT WALL o* 275

BEARING PEDESTALS o* 3

BACKWALL o* 25

WINGWALL o* 56

APPROACH SLAB o* 38

REINFORCEMENT

DENSITY

FOOTING mi"1"o* 100

ABUTMENT WALL mi"1"o* 150

BEARING PEDESTALS mi"1"o* 100

BACKWALL mi"1"o* 150

WINGWALL mi"1"o* 200

APPROACH SLAB mi"1"o* 200

FORMWORK

FOOTING o) 86

ABUTMENT WALL o) 302

BEARING PEDESTALS o) 7

BACKWALL o) 85

WINGWALL o) 240

APPROACH SLAB o) 7

1. ALL CONCRETE SURFACES SHALL BE IN ACCORDANCE WITH PA

SCHEDULE 18-2, PART 4.

2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 35 MPa

3. CONCRETE MIX AND TESTING SHALL BE IN ACCORDANCE WITH

PA SCHEDULE 18-2, PART 4

NOTES:

NEW NORTH ABUTMENT - PLAN

1:150

SECTION 1

-1:150

DETAIL A

-1:50

BRIDGE &

ABUTMENT

NO

RT

H A

BU

TM

EN

T

& B

EA

RIN

GS

CLEAT

CURBS CAST WITH

APPROACH SLAB,

TYP

APPROACH

SLAB

FOOTING

BEARING PEDESTAL

(TYP)

APPROACH

SLAB SEAT

ABUTMENT

SEAT

600 WINGWALL

(TYP)10 JOINT FILLER

(TYP)

MEEWASIN VALLEY TRAILCONCRETE PAVERS

EXISTING

ABUTMENT

FOOTING

SEE DETAIL A

EXISTING

STAIRS

EXISTING RETAINING WALL

FOOTING

EXISTING RETAINING

WALL

BRIDGE &

ABUTMENT

SILANE SEALER

5975 10610

4500 4500

400

TYP

BEARING PEDESTAL

ABUTMENT SEAT

CLEAT

ABUTMENT WALL

2.0 %

BEARINGS BEARINGS

1.0 %

2.0 %

2.0 % 2.0 %1.0 %

FOOTING

TOP OF BACKWALL TO

FOLLOW DECK PROFILEABUTMENT BACKWALL

2050

2955

NEW ABUTMENT CAST AGAINST

EXISTING ABUTMENT ON

25 THICK STYROFOAM OR EPS

EXISTING ABUTMENT

FOOTING

3312

140 600 10 JOINT

FILLER

BRIDGE END

FILL

BRIDGE APPROACH

SLAB

400

260

TOP OF ABUTMENT

WING WALL

TOP OF EXISTING

RETAINING WALL

RUBBERIZED JOINT

SEALER

10mm GAP FILLED

WITH EVAZOTE

SECTION 2

1101A1:150

SECTION 3

1101A1:150

500

6600

800 800

1600

350

4970 375

600

500

2000

ABUTMENT SEAT

BEARING PEDESTAL

APPROACH SLAB

WINGWALL

ABUTMENT

WALL

1

1

1.5

1

ABUTMENT AND

BEARINGS100

1

1

1655

2100

EXISTING CONCRETE

RETAINING WALL

EXISTING ABUTMENT

FOOTING

EXISTING

CONCRETE SEAT

500

8000

(A

T C

EN

TE

RLI

NE

BR

IDG

E)

1800

800800

1000

7200

1250

3000

350

6000375

600

500

2000

ABUTMENT SEAT

BEARING PEDESTAL

APPROACH SLAB

WINGWALL

FOOTING

ABUTMENT

WALL

1

1

1.5

1

ABUTMENT AND

BEARINGS

100

1

1

1655

2787

EXISTING

CONCRETE SEAT

APPROX.

EL. 472.96

QUANTITIESITEM UNIT QUANTITY

CONCRETE

FOOTING o* 183

ABUTMENT WALL o* 284

BEARING PEDESTALS o* 3

BACKWALL o* 25

WINGWALL o* -

APPROACH SLAB o* 42

REINFORCEMENT

DENSITY

FOOTING mi"1"o* 100

ABUTMENT WALL mi"1"o* 150

BEARING PEDESTALS mi"1"o* 100

BACKWALL mi"1"o* 150

WINGWALL mi"1"o* -

APPROACH SLAB mi"1"o* 200

FORMWORK

FOOTING o) 68

ABUTMENT WALL o) 330

BEARING PEDESTALS o) 7

BACKWALL o) 85

WINGWALL o) -

APPROACH SLAB o) 7

1. ALL CONCRETE FINISHES SHALL BE AS DEFINED IN PA SCHEDULE 18-2,

PART 4

2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 35 MPa

3. CONCRETE MIX AND TESTING SHALL BE IN ACCORDANCE WITH

PA SCHEDULE 18-2, PART 4

NOTES:

CURBS CAST WITH

APPROACH SLAB

(TYP)

APPROACH

SLAB

FOOTING

BEARING PEDESTAL

(TYP)

BRIDGE

APPROACH

SLAB SEAT

PLAN1:150

AB

UT

ME

NT

AN

D

BE

AR

ING

S

ABUTMENT SEAT

MSE WALL

KEY FOR MSE WALL

MSE WALL

KEY FOR MSE WALL

500

8000

1200

800800

1000

7200

2945

350

6000375

600

500

2000

ABUTMENT SEAT

BEARING PEDESTAL

APPROACH SLAB

SPREAD

FOOTING

ABUTMENT

WALL

1

1

ABUTMENT AND

BEARINGS

SIDE-ELEVATION1:150

100

1

1

1655

250

1

1 KEY FOR MSE WALL

ELEVATION1:150

10610 10610

4500 4500

400

TYP

BEARING PEDESTAL

ABUTMENT SEAT

CLEAT

ABUTMENT WALL

2.0 %

BRIDGEBEARINGS BEARINGS

1.0 %

2.0 %

2.0 % 2.0 %1.0 %

SPREAD

FOOTING

SILANE SEALER

TOP OF BACKWALL TO

FOLLOW DECK PROFILE

ABUTMENT BACKWALL

APPROX. EXISTING

GROUND EL 481.6

2430

2050

QUANTITIES PER PIER (3 REQUIRED)

ITEM UNIT QUANTITY

EXISTING PIER DEMOLITION o* 68

EXISTING PIER PREPARATION EA 1

CONCRETE

FOOTING o* 43

PIER WALL o* 191

PIER CAP o* 64

BEARING PEDESTALS o* 5

REINFORCEMENT

DENSITY

FOOTING mi"1"o* 100

PIER WALL mi"1"o* 150

PIER CAP mi"1"o* 125

BEARING PEDESTALS mi"1"o* 150

FORMWORK

FOOTING o) 53

PIER WALL o) 351

PIER CAP o) 60

BEARING PEDESTALS o) 12

LEGEND:

NEW CONCRETE

REMOVAL OF EXISTING PIERS

1. ALL CONCRETE FINISHES OF PIERS SHALL BE AS DEFINED IN PA

SCHEDULE 18-2, PART 4

2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 35 MPa

3. CONCRETE MIX AND TESTING SHALL BE IN ACCORDANCE WITH

PA SCHEDULE 18-2, PART 4

4. PREPARATION OF EXISTING PIER SHALL CONSIST OF:‚ LIGHT SANDBLAST OF SURFACE TO CLEAN LAITANCE‚ HAND PATCH MAJOR HOLES AND SPALLS IN EXISTING PIERS TO

PREVENT MECHANICAL INTERLOCK BETWEEN EXISTING AND

NEW CONCRETE‚ WRAP EXISTING PIER IN POLY

NOTES:

(PIER 3 SHOWN, PIERS 1 AND 2 SIMILAR)

PLAN1:150

NOTE:

EXISTING PIER WALL NOT

SHOWN FOR CLARITY

NEW PIER WALL

(BELOW)

VOID BELOW NEW PIER CAP

FILLED WITH STYROFOAM

NEW BEARING

PEDESTAL, TYP

NEW PIER CAP

EXISTING PIER

FOUNDATION

NEW PIER

FOUNDATION

BR

G

PIE

R

BR

G

PIER

BRGBRG

SECTION 1

-1:150

4267 4686

1500

TYP

300

TYP

1

24

1

24

VE

RT

ICA

L

300

TYP

REMOVE EXISTING

PIER NOSE

EXISTING PIER

(REMAINS EXCEPT

AS NOTED)

REMOVE EXISTING

PIER CAP & PEDESTAL

(LEAVE AS VOID IN NEW PIER)

NEW PIER WALL

NEW PIER FOOTING WITH

REINFORCEMENT CORED

INTO EXISTING PIER

VOID FILLED WITH

STYROFOAM

NEW PIER CAP

CJ

LWL EL 472.9

APPROX. MUDLINE

EL 470.7

HWL EL 474.7

(10 YR FLOOD)

PIER

BRG BRG

4500

VARIES VARIES

4500NEW BEARING PEDESTAL

1500

SILANE SEALER

3000

APPROX. EL 470.0

1500

APPROX.

EXISTING PIER FOOTING

(REMAINS)

CORED REINFORCEMENT

(TYP)

SECTION 2

-1:150

1500

VA

RIE

S

OCZ"Ã"35

222

OKP""Ã"33

722

1

24

400

TYP

500

2657

246

TYP

24

1

NEW BEARING PEDESTAL

NEW PIER FOOTING WITH

REINFORCEMENT CORED

INTO EXISTING PIER

EXISTING PIER FOOTING

NEW PIER CAP

REMOVE EXISTING PIER CAP AND PEDESTAL

(LEAVE AS VOID FILLED WITH STYROFOAM

IN NEW PIER)

EXISTING PIER

(REMAINS EXCEPT AS NOTED)

NEW PIER WALL

REMOVE CORNER OF EXISTING

FOUNDATION PEDESTAL, (TYP)

PIER

BRG BRG

937

1750 1750

937

1500

REMOVE LAITANCE (MIN 100 mm)

AND ROUGHEN SURFACE

OF EXISTING PIER

PREPARE EXISTING PIER

PRIOR TO CASTING NEW

PIER WALL, SEE NOTE 4

CORED REINFORCEMENT

(TYP)

LEGEND:

REMOVAL OF EXISTING PIERS

QUANTITIES PER PIERITEM UNIT QUANTITY

EXISTING PIER DEMOLITION o* 80

NOTES:

1. NOTE THAT THERE IS APPROXIMATELY 800mm OF CLEAR DISTANCE

BETWEEN PIER 4 AND THE NEW SOUTH ABUTMENT SPREAD FOOTING.

ANY ADDITIONAL PIER 4 DEMOLITION REQUIRED FOR CONSTRUCTION

SHALL BE DETERMINED BY THE CONTRACTOR.

SECTION 1

-1:150

VE

RT

ICA

L

5000

EXISTING PIER

(REMAINS EXCEPT

AS NOTED)

EXISTING PIER FOOTING

(REMAINS)

APPROX. EXISTING

GROUND EL 478.3

ARCHAEOLOGICAL ZONE

EXCAVATION REQUIRES

ON-SITE MONITORING

REMOVE EXISTING PIER

TO 4500 BELOW

EXISTING GROUND

PIER

APPROX. EL 470.0

1.0m

MIN

PLAN1:150

PIER

PIE

R

EXISTING PIER

FOUNDATION

SECTION 2

-1:150

EXISTING PIER FOOTING

EXISTING PIER

(REMAINS EXCEPT AS NOTED)

APPROX. EXISTING

GROUND EL 478.3

PIER

A

BB'

VICTORIA AVENUE

FLOW DIRECTION

PIER

A'

SOUTH SK RIVER

TYPE B RIPRAP

EXISTING RIVER BEDRIPRAP TO EXTEND

1.0m ABOVE TOP OF FOOTING

11

DESIGN WSL = 476.37 (1:100YR)

PIER

TOP OF FOOTING

TYPE B RIPRAP

2.00MIN

2.00MIN

WSL=472.90DESIGN WSL=476.37 (1:100YR)EXISTING RIVER BED

FLOW

2.00MIN

11

WSL=472.90

FLOW

PIER

2.00MIN

TOP OF FOOTING

RIPRAP TO EXTEND1.0m ABOVE TOP OF FOOTING

TYPE B RIPRAP

PLAN VIEW

SCALE 1:500

SECTION A-A'

NTS

SECTION B-B'

NTS

RIP RAP MATERIAL

CLASS A CLASS B100% SMALLER THAN 35cm OR 70kg 100% SMALLER THAN 45cm OR 130kg

AT LEAST 20% LARGER THAN 25cm OR 25kg AT LEAST 20% LARGER THAN 35cm OR 70kg

AT LEAST 50% LARGER THAN 20cm OR 10kg AT LEAST 50% LARGER THAN 30cm OR 40kg

AT LEAST 80% LARGER THAN 15cm OR 5kg AT LEAST 80% LARGER THAN 20cm OR 10kg

LIMIT

OF

DESI

GNST

A. 0+

000.0

00

LIMIT

OF D

ESIG

NST

A. 0+

510.0

00

VICTORIA AVENUE

1

1

T

H

S

T

R

E

E

T

E

S

P

A

D

I

N

A

C

R

E

S

E

.

SA

SK

AT

CH

EW

AN

C

RE

S E

AS

T

EAST

RAMP

WEST

RAMP

EXISTING

RIVER EDGE

(SHORELINE)

EXISTING

RIVER EDGE

(SHORELINE)

CONCRETE

SIDEWALK

DAYLIGHT

LINES

S. ABUT

N. ABUT

Traffic Bridge – Conceptual Rendering

Traffic Bridge – Conceptual Rendering

Traffic Bridge – Conceptual General Arrangement