T

R

R

UNIT

ED

ST

AT

ES

CA

NA

DA

SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5

RAIN

Y

RIV

ER

EL. 1120

EL. 1100

EL. 1080

EL. 1060

EL. 1040

SPAN 2SPAN 1 SPAN 3 SPAN 4 SPAN 5

12 13 14 15 16 17 18 19 20 21 22 23 24 25

EXISTING C.N.R.R. BRIDGE

INTERNATIONAL BORDER

EXISTING GROUND PROFILE

20' LT.

20' RT.

PROPOSED TYPE OF STRUCTURE

DECK:

SUBSTRUCTURE:

DESIGN DATA

ROADWAY OVER

A.D.T.T.

D.H.V.

A.D.T.

MINNESOTA DEPARTMENT OF TRANSPORTATION

MINISTRY OF TRANSPORTATION - ONTARIO

TRAFFIC VOLUMES

2038 PROJECTED

109

287

1,450

OVER = 35 MPH (56 KPH)

DESIGN SPEED:

MODIFICATIONS

METRE) ALLOWANCE FOR FUTURE WEARING COURSE

DEAD LOAD INCLUDES 20 PSF (1.0 kN PER SQ.

TFK

12/22/2016

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lkalita

MX

PRELIMARY PLAN

BRIDGE NO. 39016

THE RAINY RIVER

T.H. 72/ ONTARIO PROVINCIAL HIGHWAY 11 OVER

STATE PROJECT NO. 3905-39016

AESTHETICS:

LEVEL B

CITY OF BAUDETTE

DATE:

STATE BRIDGE ENGINEER

KAF

SEC. 35 TWP. 161 N. R. 31 W.

APPROXIMATE DECK AREA 64,520 SQ FT

(5,995 SQ METRES)

LKM.T.O. SITE 45-110

GENERAL PLAN

GENERAL ELEVATION

0 120'

0 120'

PROFILE GRADE (PTH72)

1126

EL. 1020

EL. 1000

EL. 980

(T.H. 72=325)JOB NO. T25586 MINNESOTA PROJECT NO. SM, NHPP

< T.H. 72 (PTH72)

DEPTH OF STRUCTURE:

APPROX. WEIGHT 3,242,000` LB. [1,470,546 kg]

4 LINES

VARIABLE DEPTH WELDED STEEL PLATE GIRDERS

80"` [2.03m`] TO 140"` [3.56m`]

13'-1‚"` [3.99m`] GUTTER TO LOW BRIDGE

PIER 1

WEST ABUT. EAST ABUT.

PIER 2 PIER 3 PIER 4

LAKE OF THE WOODS CO.

OUT-TO-OUT OF DECK

HL93 AND CL-625-ONT LIVE LOAD

CHBDC 2014 (CAN/CSA S6-14)

BRIDGE DESIGN SPECIFICATIONS AND

2014 AND CURRENT INTERIM AASHTO LRFD

DESIGN IN ACCORDANCE WITH

PORTION OF THE CONTRACT.

1958 TO BE REMOVED IN THE BRIDGE

GIRDER APPROACH SPANS BUILT IN

THROUGH-TRUSSES WITH STEEL

SIX SIMPLE SPAN STEEL PENNSYLVANIA

INPLACE BRIDGE 9412

ALL BARS STAINLESS

(NO SEPARATE WEARING COURSE)

3YHPC-M MONOLITHIC DECK

CONTINUOUS SPANS

PLATE GIRDERS

PARABOLICALLY HAUNCHED STEEL

[67.06m`]220'-0"`

[409.85m`] 1344'-8"`

[91.44m`]300'-0"`

[91.44m`]300'-0"`

[91.44m`]300'-0"`

[67.06m`]220'-0"`

FIX. FIX.EXP.EXP. EXP. EXP.

ALL BARS BLACK

SUPPORTED ON XXX

TAPERED RECTANGULAR COLUMN

HAMMERHEAD TYPE PIERS WITH

PARAPET ABUTMENTS SUPPORTED ON XXX

NOTES:

1.

2.

3.

4.

5.

6.

JESSICA DUNCAN 651-366-4487

BRIDGE DESIGN UNIT:

XXX XXX-XXX-XXX

RESIDENT ENGINEER:

JOSEPH McKINNON 218-755-6617

ROAD DESIGN UNIT:

EL. 1040.7 FT [317.2m]

APPROXIMATE FLOWLINE

EL. 1066.0 FT [324.9m]

100 YEAR HEADWATER

EL. 1058.2 FT [322.5m] (FEB 15, 1953)

WATER SURFACE

STEEL BARS

fy = 75 KSI (520 MPA) STAINLESS

COATED BARS

fy = 60 KSI (400 MPA) PLAIN AND EPOXY

f'c = 4 KSI (30 MPA) n = 8

REINFORCED CONCRETE:

MATERIAL DESIGN PROPERTIES:

20 2515

ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

7.

(TH_72_EXISTING)

ONTARIO PROVINCIAL HIGHWAY 11

< INPLACE BRIDGE 9412 T.H. 72 AND

STA. 19+83`

SEE CONSTRUCTABILITY INVESTIGATION REPORT FOR ADDITIONAL INFORMATION.

NOT REQUIRED.

HYDRAULICS INVESTIGATION HAS DETERMINED THAT DECK DRAINS ARE

SUBSURFACE UTILITY DATA.

GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING

ACCORDING TO GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD

QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY

SHEET NO. 1 OF 16 SHEETS

ICE STUDY TO BE PERFORMED TO DETERMINE PARAMETERS FOR DESIGN.

DETERMINED IN FINAL DESIGN.

COATING OF TOP FLANGE AND SHEAR CONNECTORS TO BE

STEEL FEDERAL COLOR 10075.

FASCIA GIRDERS TO BE PAINTED WITH WEATHERING

REVIEWED IN FINAL DESIGN.

USE OF EPOXY COATED BARS IN SUBSTRUCTURE TO BE

TYP.

TO CONSTRUCT ABUTMENT

TEMPORARY SHORING

18°40'31.3"

SHEET 15

SEE DETAILS ON

AESTHETIC ARCH

M.T.O. STANDARD DRAWING SS110-49

BOX BEAM RAILING ON SIDEWALK-TL4

M.T.O. STANDARD DRAWING SS110-48

BOX BEAM RAILING ON SIDEWALK-TL4

ON SHEET 11

SEE DETAIL

NAVIGATION WINDOW

ON SHEET 10

SEE DETAIL

NAVIGATION WINDOW

APPROACH PANEL TO BE APPROXIMATELY 20'-0" [6.1m] LONG.

SUBSTRUCTURES SET PARALLEL AT AZ 147°51' 40".

AND ROAD DESIGN UNITS.

TO BE COORDINATED BETWEEN FINAL BRIDGE DESIGN

RETAINING WALL AND WINGWALL CONNECTION DETAILS 8.

9.

10.

FOR LOW BRIDGE ELEVATION 1078.2'

SEE NAVIGATION CHANNEL SHEET 9

MnDOT SPEC. 3309 (PAINTED EXTERIOR FASCIA)

fy = 50 KSI (350 MPA)

STRUCTURAL STEEL:

[0.71m]

2'-4"

[0.71m]

2'-4"

STA. 11+82`

BEGIN BRIDGE

STA. 25+27`

END BRIDGE

R

R

R

R

SPAN 1 SPAN 2 SPAN 3

OU

T-

TO-

OU

T

RO

AD

WA

Y

EL. 1120

EL. 1100

EL. 1080

EL. 1060

EL. 1040

SPAN 2SPAN 1SPAN 3

RAIN

Y

RIV

ER

(TYP)

90°00'00"

[.5

0m]

1'-

7ƒ

"

[.4

6m]

1'-

6"

1.

0 60'

GENERAL PLAN

0 60'

GENERAL ELEVATION

12 13 14 15 16 17 18

OUT-TO-OUT OF DECK

MA

TC

HLIN

E

ST

A. 18

+50

EL. 1020

EL. 1000

EL. 980

PROFILE GRADE (PTH72)GUTTERLINE

Y=228435.867

X=569961.074

P.C. STA. 10+74.274

Y=228471.916

X=570060.523

PT. STA. 11+80.861

AZ 57°51'40.7"

EXISTING GROUND PROFILE

20' LT.

20' RT.

WEST ABUT.

< BRG.

WA

LK

[1.8

3m]

6'-

0"

SHEET NO. 2 OF 16 SHEETS

11

120.000' V.C.

G2=+1.629%

G1=-1.279%

EL. 1080.715

V.P.I. STA. 10+80.910

< T.H. 72 (PTH72)

PORTION OF THE CONTRACT.

1958 TO BE REMOVED IN THE BRIDGE

GIRDER APPROACH SPANS BUILT IN

THROUGH-TRUSSES WITH STEEL

SIX SIMPLE SPAN STEEL PENNSYLVANIA

INPLACE BRIDGE 9412

BE FURTHER INVESTIGATED AT FINAL

WINGWALLS AND APPROACH PANELS TO

< PIER 1 < PIER 2

WEST ABUT.

PIER 1 PIER 2

ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

[91.44m`]

300'-0"`

[91.44m`]

300'-0"`

[409.85m`]

1344'-8"`

NOTES:

[67.06m`]220'-0"`

[14.6

7m]

48'-

1ƒ

"

[11.8

9m]

39'-

0"

[5.9

4m]

19'-

6"

[5.9

4m]

19'-

6"

EXP.EXP. FIX.

& ELEVATION - 1

GENERAL PLAN

EL. 1058.2 FT [322.5m] (FEB 15, 1953)

WATER SURFACE

EL. 1066.0 FT [324.9m]

100 YEAR HEADWATER

15

STAGING AREA

STA. 14+4.80` STA. 17+4.80`

(TH 72 EXISTING)

ONTARIO PROVINCIAL HIGHWAY 11

< INPLACE BRIDGE 9412 T.H. 72 AND

EL. 1040.7 FT [317.2m]

APPROXIMATE FLOWLINE

RA

ND

OM

RIP

RA

P

CL

AS

S III

1'-

6"

FIL

TE

R

GR

AN

UL

AR

9"

3'-0"

2'-

3"

101

2'-6"

1'-

6"

RIP

RA

P

FIL

TE

R

GR

AN

UL

AR

9"

4'-6"1.5

1

3'-

0"

RIPRAP DETAIL TYPICAL EDGE SECTION

BY OTHERS

WALL A

RETAINING

END OF SLOPEWALL

TO EL.1067.00 FT [325.2m]

EXTEND RIPRAP

SIDE OF BRIDGE

MAY REQUIRE ACCESS ON DOWNSTREAM

REMOVAL OF EXISTING BRIDGE 9412

50'-

0"

[15.2

4m]

60'-0"

[18.29m]

2.

SEE SHEET 5

RAILING

TO CONSTRUCT ABUTMENT

TEMPORARY SHORING

17

STA. 11+71`

END WINGWALL

STA. 11+73`

END WINGWALL

STA. 11+82`

BEGIN BRIDGE

[0.71m]

2'-4"

141312 16 18

M.T.O. STANDARD DRAWING SS110-66, TYP.

END WALL FOR BOX BEAM RAILING-PL2,

R=250'

PILES DURING PILE DRIVING OPERATIONS FOR THE PROPOSED BRIDGE.

CONTRACTOR TO MONITOR VIBRATION IN EXISTING BRIDGE TIMBER

SUBSURFACE UTILITY DATA.

GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING

ACCORDING TO GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD

QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY

12/22/2016

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lkalita

TITLE: APPROVED:

CHK:

DR:

CHK:

DES: LK

BRIDGE NO.

39016

CTWTFS

CTW

V.P.C.

ST

A. 10

+20.9

10

EL. 1081.4

82

+1.629%

V.P.T.

ST

A. 11+40.9

10

EL. 1081.6

92

J

UNIT

ED

ST

AT

ES

CA

NA

DA

SPAN 4 SPAN 5

OU

T-

TO-

OU

T

RO

AD

WA

Y

SPAN 3 SPAN 4 SPAN 5

RAIN

Y

RIV

ER

[.5

0m]

1'-

7ƒ

"

[.4

6m]

1'-

6"

SPAN 3

EL. 1120

EL. 1100

EL. 1080

EL. 1060

EL. 1040

(TYP)

90°00'00"

20' LT.

20' RT.

0 60'

GENERAL ELEVATION

0 60'

GENERAL PLAN

19 20 21 22 23 24 25

OUT-TO-OUT OF DECK

MA

TC

HLIN

E

ST

A. 18

+50

INTERNATIONAL BORDER

AZ 57°51'40.7"

GUTTERLINE

1

WA

LK

[1.8

3m]

6'-

0"

STA. 25+24.8`

END BRIDGE

Y=229194.871

X=571211.285

P.C. STA. 25+39.874

Y=229272.239

X=571305.156

PT. 26+61.854

EAST ABUT.

< BRG.

26

EL. 1020

EL. 1000

EL. 980

< T.H. 72 (PTH72)

EXISTING GROUND PROFILE

PROFILE GRADE (PTH72)

200.001' V.C.

G2=-2.505%

G1=+1.629%

EL. 1095.762

V.P.I. STA. 20+04.734

PORTION OF THE CONTRACT.

1958 TO BE REMOVED IN THE BRIDGE

GIRDER APPROACH SPANS BUILT IN

THROUGH-TRUSSES WITH STEEL

SIX SIMPLE SPAN STEEL PENNSYLVANIA

INPLACE BRIDGE 9412

< PIER 3 < PIER 4

PIER 3 PIER 4

ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

EAST ABUT.

SHEET NO. 3 OF 16 SHEETS

NOTES:

[67.06m`]

220'-0"`

[91.44m`]

300'-0"`

[91.44m`]

300'-0"`

[409.85m`]

1344'-8"`

1 [14.6

7m]

48'-

1ƒ

"

[11.8

9m]

39'-

0"

[5.9

4m]

19'-

6"

[5.9

4m]

19'-

6"

FIX.

EXP.EXP.

& ELEVATION - 2

GENERAL PLAN

EL. 1066.0 FT [324.9m]

100 YEAR HEADWATER

EL. 1040.7 FT [317.2m]

APPROXIMATE FLOWLINE

EL. 1058.2 FT [322.5m] (FEB 15, 1953)

WATER SURFACE

HIGHWAY 11 (TH 72 EXISTING)

ONTARIO PROVINCIAL

< INPLACE BRIDGE 9412 T.H. 72 AND

STA. 20+4.80°` STA. 23+4.80`

SIDE OF BRIDGE

MAY REQUIRE ACCESS ON DOWNSTREAM

REMOVAL OF EXISTING BRIDGE 9412

BY OTHERS

RETAINING WALL B

SHEET 15

SEE DETAILS ON

AESTHETIC ARCH

SHEET 15

SEE DETAILS ON

AESTHETIC ARCH

TO CONSTRUCT ABUTMENT

TEMPORARY SHORING

SEE SHEET 5

BOX BEAM RAILING

20 22

SHEET 15

SEE DETAILS ON

AESTHETIC ARCH

FLAG POLE (TYP)

TO EL.1067.00 FT [325.2m]

EXTEND RIPRAP

STA. 25+38`

END WINGWALL

STA. 25+38`

END WINGWALL

21 23 24 25

[0.71m]

2'-4"

M.T.O. STANDARD DRAWING SS110-66, TYP.

END WALL FOR BOX BEAM RAILING-PL2,

R=475'

19

> 108°40'31.3"

X=570739.749 Y=228898.633

P.O.T. STA. 19+83.005 LOCATED AT INTERNATIONAL BORDER

< T.H. 72 AND ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

PILES DURING PILE DRIVING OPERATIONS FOR THE PROPOSED BRIDGE.

CONTRACTOR TO MONITOR VIBRATION IN EXISTING BRIDGE TIMBER

SUBSURFACE UTILITY DATA.

GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING

ACCORDING TO GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD

QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY

27

-2.505%

V.P.C.

ST

A. 26

+80.9

04

EL. 1078.8

25

V.P.T.

ST

A. 21+04.7

34

EL. 1093.2

57

V.P.C.

ST

A. 19

+04.7

33

EL. 1094.1

33

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lkalita

TITLE: APPROVED:

CHK:

DR:

CHK:

DES: LK

BRIDGE NO.

39016

CTWTFS

CTW

SHOULDER SHOULDER

ROADWAY

2.0% 2.0% 2.0% 2.0%1.0%

2

1

LEVELLEVEL LANE LANE

PROFILE GRADE (PTH72)

NORTH SIDE SOUTH SIDE

NOTES:

1

2

0

TRANSVERSE SECTION

10'

SHEET NO. 4 OF 16 SHEETS

[.50m]

1'-7ƒ"

[.46m]

1'-6"

OUT-TO-OUT OF DECK

WALK

M.T.O. STANDARD DRAWING SS110-49

BOX BEAM RAILING ON SIDEWALK-TL4

T.H. 72 AND ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

80"` [2.03m`] TO 140`" [3.56m`]

WEB DEPTH VARIES

[2.44m]8'-0"

[3.51m]11'-6"

[3.51m]11'-6"

[1.83m]6'-0"

[11.89m]39'-0"

5"

[.13m]

5"

[.13m]

[2.44m]8'-0"

[14.67m]48'-1ƒ"

7•

"

[190

mm]

[1.1

9m]

8"

[203

mm]

5'-11…"`

[1.81m`] VARIABLE DEPTH PLATE GIRDER

5'-11…"`

[1.81m`]

[254mm`

10"`

TY

P.

[250

mm]

10"`

3 SPACES AT 12'-1"` [3.68m`] = 36'-3"` [11.05m`]

M.T.O. STANDARD DRAWING SS110-48

BOX BEAM RAILING ON SIDEWALK-TL4

TRANSVERSE SECTION

IN PLACE BRIDGE 9412

[1.05m`]3'-5‚"`

3

(SECTION SHOWN AT APPROXIMATE STATION 18+80)

4†

"

45'-0"` [13.72m`]

ONTARIO PROVINCIAL HIGHWAY 11 (TH_72_EXISTING)

< INPLACE BRIDGE 9412 T.H. 72 AND

CLEARANCE

HORIZONTAL

3

MINIMUM CLEAR COVER TO THE BOTTOM CONCRETE SURFACE IS 1.5 INCHES [38mm].

MINIMUM CLEAR COVER TO THE TOP CONCRETE SURFACE IS 3 INCHES [76mm].

PLUS 5 FEET [1.52m].

EQUAL TO LOW STEEL ELEVATION OF ADJACENT C.N.R.R. BRIDGE 1,078.2 FEET [328.6m]

MINIMUM LOW STEEL ELEVATION IN HORIZONTAL CHANNEL OF 1,083.2 FEET [330.2m],

EXISTING SIDEWALK BRIDGE 9412.

INCREASE LATERAL CLEARANCE COULD BE GAINED BY REMOVING

EDGE OF FASCIA BEAM.

BOTTOM OF DECK TO CONTINUE 2.0% SLOPE TO INSIDE FLANGE

PROFILE GRADE TO GUTTER LINE.

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TITLE: APPROVED:

CHK:

DR:

CHK:

DES: LK

BRIDGE NO.

39016

CTWTFS

CTW

UNIT

ED

ST

AT

ES

CA

NA

DA

RAIN

Y

RIV

ER

SPAN 2SPAN 1 SPAN 3 SPAN 4 SPAN 5

12 13 14 15 16 17 18 19 20 21 22 23 24 25

INTERNATIONAL BORDER

12/22/2016

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lkalita

11

ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

26

LOCATION ENGINEER'S OBSERVATIONS

AT BRIDGE SITE

1.

2.

MINISTRY OF TRANSPORTATION - ONTARIO

BRIDGE SURVEY

BRIDGE NO.

HYDRAULIC ENGINEERS RECOMMENDATION

STREAM OR DITCH DESIGNATION: RAINY RIVER

(T.H. 72=325)JOB NO. T25586 MINNESOTA PROJECT NO. SM, NHPP STATE PROJECT NO. 3905-39016 M.T.O. SITE 45-110

K = 48

SSD > 40 MPH

200.00' V.C.

VPI

+04.73

EL. 1,095.76

+1.63% -2.50%

EL. 1,110

EL. 1,100

EL. 1,090

EL. 1,080

EL. 1,070

EL. 1,060

EL. 1,050

EXISTING GROUND

TRAFFIC

CONTRACTED PROFILE0 0 5' 10'

HORIZONTAL VERTICAL

SCALE :50'25'

SCALE:0 50' 100'

PLAT

MINNESOTA DEPARTMENT OF TRANSPORTATION

HIGHWAY 11 OVER THE RAINY RIVER

T.H. 72/ ONTARIO PROVINCIAL

SEC 35 T 161 N R 31 W

39016

COUNTY: LAKE OF THE WOODS

CITY: BAUDETTE

ON CNRR BRIDGE (1078.2')

EXISTING LOW STEEL

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

T 161 N

R 31 W

INDEX MAP

( ONE SECTIONS )

DATE:

12/13/16

SMV

INITIALS:

Y = 228471.916

X = 570060.523

P.T. STA. 11+80.86

Y = 228435.868

X = 569961.074

P.C. STA. 10+74.27

T.H. 72 STA.

Y = 229272.239

X = 571305.156

P.T. STA. 26+61.85

Y = 229194.871

X = 571211.285

P.C. STA. 25+39.87

1

2

3

4

3

1

2

4

BR. 39016

PROPOSED

2%1.5%

2% 2%

1.5'

< HIGHWAY 11/TRUNK HIGHWAY 72

2%

S/W

6'

VAR.SHLD

8'

LANE

11.5'

LANE

11.5'

SHLD

8'

VAR.

ROADWAY TYPICAL SECTION

NOT TO SCALE

DIRECTLY ADJACENT TO THE BRIDGE (U.S. SIDE)

CONFLUENCE OF BAUDETTE RIVER IS LOCATED UPSTREAM,

SLIDING BANKS, RECREATIONAL BOATING.

SPECIAL FEATURES: WATERFALLS, DAMS, FLOODS, ICE, DEBRIS,

WARREN TRUSS

APPROXIMATELY 300 FEET DOWNSTREAM. 6 SPAN

CANADIAN NATIONAL RAILWAY BRIDGE LOCATED

AREA ETC.

LENGTH, HEIGHT ABOVE HIGH WATER, CROSS-SECTIONAL

WITHOUT OVERFLOW OF ROADWAY) : GIVEN LOCATION, TYPE,

(PARTICULARLY STRUCTURES WHICH CARRY HIGH WATER

OTHER BRIDGES OR CULVERTS OVER THE SAME STREAM

DATE: 12-16-2016

DRAINAGE AREA: 1943 SQ. MI.

MAX. FLOOD ON RECORD: 81480 C.F.S. (2014)

MAXIMUM OBSERVED HIGHWATER ELEVATION: 1066.522 FT.

DESIGN FLOOD (100 YR. FREQ.): 85579 C.F.S.

DESIGN STAGE ELEVATION: 1066.457 FT.

DESIGN MEAN VELOCITY THROUGH STRUCTURE: 3.81 F.P.S.

TOTAL STAGE INCREASE: 0.013 FT.

FLOWLINE ELEVATION: 1040.70 FT. SKEW ANGLE: 18.6°

ESTIMATED DEPTH OF PIER SCOUR = 1007.42 FT. (500 YR. FREQ.)

= 22492.05 SQ. FT. AT RIGHT ANGLES TO CHANNEL

WATERWAY AREA REQUIRED BELOW ELEV. 1066.371

GREATEST FLOOD ( 500 YR. FREQ.): 101994 C.F.S.

STAGE ELEVATION: 1068.176 FT.

TOTAL STAGE INCREASE: 0.033 FT.

MEAN VELOCITY THROUGH STRUCTURE: 4.167 F.P.S.

BRIDGE SURVEY SHEETS MADE FROM :

BENCH MARK ELEVATION

LOCATION

( N.A.V.D. 88 ADJ. )

( N.A.V.D. 88 ADJ. )2nd BENCH MARK ELEVATION

LOCATION

BRIDGE 39016

PROPOSED

PORTION OF THE CONTRACT.

1958 TO BE REMOVED IN THE BRIDGE

GIRDER APPROACH SPANS BUILT IN

THROUGH-TRUSSES WITH SIX `20' STEEL

SIX `194' SIMPLE SPAN STEEL PENNSYLVANIA

INPLACE BRIDGE 34' W X 1282' L

VP

C

+04.73

EL. 1,094.13

VP

T

+04.73

EL. 1,093.26

PIER 1 PIER 2 PIER 3 PIER 4

FIX.

FIX.

EXP.EXP.

EXP.EXP.

EL. 1066.37

DESIGN STAGE

39016

PROPOSED BRIDGE

EL. 1,040

EL. 1,030

EL. 1,020

EL. 1,010

EL. 1,000

INTERNATIONAL BORDER

PROFILE (PTH72)

ONTARIO PROVINCIAL HIGHWAY 11

PROPOSED T.H. 72

(PTH72)

GRADE

PROFILE

PROFILE

ONTARIO PROVINCIAL HIGHWAY 11

EXISTING T.H. 72

LOW MEMBER AT OR ABOVE ELEVATION: 1073 ` FT.

STA. 11+82`

BEGIN BRIDGE

STA. 25+27`

END BRIDGE

STA. 25+27`

END BRIDGESTA. 11+82`

BEGIN BRIDGE

SHEET NO. 5 OF 16 SHEETS

BAUDETTE

1172

1

22

22

23

26

165

26

26

1stST. S.E.

2nd

3rd 7th

MAIN ST.

AV

E.

S.E.

S.E.

S.E.

S.E.

S.E.

S.E.

AV

E.

AV

E.

AV

E.

AV

E.

AV

E.

ST.

ST.

S.E.

2nd

3rd

ST.

ST.

ST.

ST.

3rd ST.

N.E.

ST.

AV

E.

4th

S.E.

S.E.

S.E.

N.E.

2nd

3rd

S.W. 1st ST.

N.W.

W.ST.

ST.

ST.

2nd

1st

N.W.

3rd

ST.

AV

E.

N.E.

S.W.

S.W.

2nd ST.

3rd ST.

AV

E.

AV

E.

N.W.

N.W.

N.W.

N.W.

E.

72

N.E.

S.E.

AV

E.

3rd

AV

E.

N.E.

4th ST. N.E.

T

OWER RD.

N.W.

AIR

PO

RT

RD.

72

River

Rys.

S.E.

LIN

DE

N

AV

E.

N.E.

U.S. CUSTOMS

REST AREA

WAYSIDE

2 1

2 36

T160N R31W

T161N3536

T160N

T161N R31W

INT

E

ATIONAL

RN

DR.

CANADAONTARIO

LAKE OF THE WOODS CO.

LAKE OF THE WOODS COUNTY

2nd

AV

E.

S.W.

2nd

1st

ST.

ST.N.E.

N.E.

N.E.

3rd

S.W.

AV

E.

BA

Y

AV.

S.W.

MAIN

AIN

AV

E.

3rd

1st

AV

E.

S.E.

Baudette

ST.

ST. N.E.

6th

HA

MIL

TO

N

1st

POP. 1,106

SHEET NO. 6 OF 16 SHEETS

< BRG. W. ABUT < BRG. E. ABUT< PIER 1 < PIER 2 < PIER 3 < PIER 4

SPAN 5SPAN 4SPAN 2 SPAN 3SPAN 1

NOTES:

1.

AT FINAL DESIGN.

ALLOWED. ERECTION SEQUENCE TO BE COMPLETED

USE OF TOWERS IN RIVER FOR STAGING IS

CONSTRUCTION STAGING

CONSTRUCTION STAGING ELEVATION

TOWER (TYP)

SHORING

TEMPORARY

EL. 1120

EL. 1100

EL. 1080

EL. 1060

EL. 1040

EL. 1020

EL. 1000

EL. 980

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BRIDGE NO.

39016

CTWTFS

CTW

T

R

RR

R

R

R

U

SPAN 1 SPAN 2 SPAN 3

RAIN

Y

RIV

ER

(TYP)

90°00'00"

0 60'

12 13 14 15 16 17 18

MA

TC

HLIN

E

ST

A. 18

+50

AZ 57°51'40.7"

WEST ABUT.

< BRG.

SHEET NO. 7 OF 16 SHEETS

11

PORTION OF THE CONTRACT.

1958 TO BE REMOVED IN THE BRIDGE

GIRDER APPROACH SPANS BUILT IN

THROUGH-TRUSSES WITH STEEL

SIX SIMPLE SPAN STEEL PENNSYLVANIA

INPLACE BRIDGE 9412

< PIER 1 < PIER 2ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

[91.44m`]

300'-0"`

[91.44m`]

300'-0"`

[67.06m`]220'-0"`

15

STAGING AREA

STA. 14+4.80` STA. 17+4.80`

(TH 72 EXISTING)

ONTARIO PROVINCIAL HIGHWAY 11

< INPLACE BRIDGE 9412 T.H. 72 AND

BY OTHERS

WALL A

RETAINING

SIDE OF BRIDGE

MAY REQUIRE ACCESS ON DOWNSTREAM

REMOVAL OF EXISTING BRIDGE 9412

UNITED STATES

CONSTRUCTION STAGING

PLAN

NOTES:

CONSTRUCTABILITY INVESTIGATION REPORT.

FOR MORE INFORMATION ON CONSTRUCTION STAGING SEE

PROPOSED STAIGING AREA

[18.29m`]

60'-0"`

[15.2

4m`]

50'-

0"`

SECTION A-A

PROPOSED CAUSEWAY

A

A

[15.24m]

50'-0"

STA. 11+82`

BEGIN BRIDGE

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BRIDGE NO.

39016

CTWTFS

CTW

SPAN 5

0 60'

23 24 25AZ 57°51'40.7"

Y=229194.871

X=571211.285

P.C. STA. 25+39.874

Y=229272.239

X=571305.156

PT. 26+61.854

EAST ABUT.

< BRG.

26

< PIER 4

ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

SHEET NO. 8 OF 16 SHEETS

[67.06m`]

220'-0"`

HIGHWAY 11 (TH 72 EXISTING)

ONTARIO PROVINCIAL

< INPLACE BRIDGE 9412 T.H. 72 AND

STA. 23+4.80`

SIDE OF BRIDGE

MAY REQUIRE ACCESS ON DOWNSTREAM

REMOVAL OF EXISTING BRIDGE 9412

CANADA

CONSTRUCTION STAGING

PLAN

NOTES:

CONSTRUCTABILITY INVESTIGATION REPORT.

FOR MORE INFORMATION ON CONSTRUCTION STAGING SEE

POSSIBLE STAIGING AREA

LOADING DOCK

BY OTHERS

RETAINING WALL B

STA. 25+27`

END BRIDGE

2524

TEMPORARY ACCESS ROAD

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BRIDGE NO.

39016

CTWTFS

CTW

EL. 1120

EL. 1100

EL. 1080

EL. 1060

EL. 1040

UNIT

ED

ST

AT

ES

CA

NA

DA

< PIER 3< PIER 2

INTERNATIONAL BORDER

40'0'

1.

NOTES:

PROFILE GRADE (PTH72)

EL. 1020

EL. 1000

EL. 980

2.

3.

4.

5.

NAVIGATION CLEARANCE SPAN 3

SHEET NO. 9 OF 16 SHEETS

21'-9†"`

[6.64`]

100'-0"

[30.48m]

142'-5•"`

[43.42m`]

300'-0"`

[91.44m`]

278'-2…"`

[84.80m`]

ENVELOPE

CLEARANCE

UNITED STATES

NAVIGATION CLEARANCES

EL. 1083.2 FT [330.2m]

EL. 1040.7 FT [317.2m]

APPROXIMATE FLOWLINE

EL. 1058.2 FT [322.5m] (FEB 15, 1953)

WATER SURFACE

EL. 1066.0 FT [324.9m]

100 YEAR HEADWATER

MEASURED ALONG

< BRIDGE

U.S.C.G. PERMIT.

NAVIGATIONAL LIGHTING REQUIREMENTS, IF ANY, WILL BE AS SPECIFIED IN THE

BE DEFINED.

OTHERWISE IN THE U.S.C.G. PERMIT, A SPECIFIC NAVIGATIONAL CHANNEL WILL NOT

LOCATIONS THAT SATISFY THE REQUESTED CRITERIA EXISTS. UNLESS DICTATED

SHEET DEPICTS ONE POTENTIAL LOCATION FOR THE NAVIGATIONAL CHANNEL. OTHER

NAVIGATIONAL CHANNEL IN SPAN 3 TO BE LOCATED ENTIRELY IN UNITED STATES.

PLUS 5 FEET [1.52m].

EQUAL TO LOW STEEL ELEVATION OF ADJACENT C.N.R.R. BRIDGE 1,078.2 FEET [328.6m]

MINIMUM LOW STEEL ELEVATION IN HORIZONTAL CHANNEL OF 1,083.2 FEET [330.2m],

MINIMUM HORIZONTAL CHANNEL OF 100 FEET [30.48m] REQUESTED FOR NAVIGATION.

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BRIDGE NO.

39016

CTWTFS

CTW

EL. 1120

EL. 1100

EL. 1080

EL. 1060

EL. 1040

UNIT

ED

ST

AT

ES

CA

NA

DA

< PIER 4< PIER 3

INTERNATIONAL BORDER

PROFILE GRADE (PTH72)

EL. 1020

EL. 1000

EL. 980

40'0'

CANADA

NAVIGATION CLEARANCES

NAVIGATION CLEARANCE SPAN 4

EL. [330.2m]

EL. 1083.2 FT

1.

NOTES:

2.

3.

4.

21'-9†"`

[6.64m`]

300'-0"`

[91.44m`]

100'-0"

[30.48m][3.17m`]

ENVELOPE

CLEARANCE

EL. 1066.0 FT [324.9m]

100 YEAR HEADWATER

EL. 1058.2 FT [322.5m] (FEB 15, 1953)

WATER SURFACE

EL. 1040.7 FT [317.2m]

APPROXIMATE FLOWLINE

MEASURED ALONG

< BRIDGE

SHEET NO. 10 OF 16 SHEETS

10'-4†"`

TRANSPORT CANADA PERMIT.

NAVIGATIONAL LIGHTING REQUIREMENTS, IF ANY, WILL BE AS SPECIFIED IN THE

WILL NOT BE DEFINED.

OTHERWISE IN THE TRANSPORT CANADA PERMIT, A SPECIFIC NAVIGATIONAL CHANNEL

LOCATIONS THAT SATISFY THE REQUESTED CRITERIA EXISTS. UNLESS DICTATED

SHEET DEPICTS ONE POTENTIAL LOCATION FOR THE NAVIGATIONAL CHANNEL. OTHER

PLUS 5 FEET [1.52m].

EQUAL TO LOW STEEL ELEVATION OF ADJACENT C.N.R.R. BRIDGE 1,078.2 FEET [328.6m]

MINIMUM LOW STEEL ELEVATION IN HORIZONTAL CHANNEL OF 1,083.2 FEET [330.2m],

MINIMUM HORIZONTAL CHANNEL OF 100 FEET [30.48m] REQUESTED FOR NAVIGATION.

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BRIDGE NO.

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CTWTFS

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T

R

R

UNIT

ED

ST

AT

ES

CA

NA

DA

RAIN

Y

RIV

ER

12 13 14 15 16 17 18 19 20 21 22 23 24 25

EXISTING C.N.R.R. BRIDGE

INTERNATIONAL BORDER

0 120'

11

ONTARIO PROVINCIAL HIGHWAY 11 (PTH72)

< T.H. 72 AND

26

PLAN

SHEET NO. 11 OF 16 SHEETSSOIL BORINGS - 1

2524222120191817161424 24 15 23

INPLACE BRIDGE 9412

PROPOSED BRIDGE 39016

(TH 72 EXISTING)

ONTARIO PROVINCIAL HIGHWAY 11

< INPLACE BRIDGE 9412 T.H. 72 AND

NOTES:

1.

2.

19.39' RT.

STA. 14+90.50

B-100

16.83' RT.

STA. 16+83.40

B-101

14.70' RT.

STA. 18+64.20

B-102

29.36' RT.

STA. 20+27.4

16-1

26.27' RT.

STA. 23+01.10

16-2

12.08' RT.

STA. 24+66.70

16-3

83.04' RT.

STA. 25+95.50

16-6

64.88' RT.

STA. 26+12.00

16-5

9.83' RT.

STA. 26+45.20

16-4

3.

DEPICTION OF EXISTING SUBSURFACE ACE UTILITY DATA".

ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND

DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02.

IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN

T.H. 72 AND PROVINCIAL HIGHWAY 11 ALIGNMENT.

LOCATIONS OF BORINGS ARE BASED ON

SEE SHEETS 12 THRU 14 FOR BORING ELEVATIONS.

STA. 11+82`

BEGIN BRIDGE

STA. 25+27`

END BRIDGE

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BRIDGE NO.

39016

CTWTFS

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LK CTWCHK:DR:

BRIDGE NO.

3901612+00 13+00

14+00 15+00 16+00 17+00

11+00

EXISTING GROUND PROFILE

20' LT.

20' RT.

< T.H. 72 (PTH72)

EL. 980

EL. 1000

EL. 990

EL. 1010

EL. 1020

EL. 1030

EL. 970

EL. 1040

EL. 1050

EL. 1060

EL. 1070

EL. 1080

EL. 1090

EL. 1100

EL. 1110

EL. 1120

EL. 960

EL. 950

EL. 940

EL. 980

EL. 1000

EL. 990

EL. 1010

EL. 1020

EL. 1030

EL. 970

EL. 1040

EL. 1050

EL. 1060

EL. 1070

EL. 1080

EL. 1090

EL. 1100

EL. 1110

EL. 1120

EL. 960

EL. 950

EL. 940

STATE PROJECT NO. 3905-39016

SOIL BORINGS - 2

SHEET NO. 12 OF 16 SHEETS

PIER 1

580

1170

2710

3910

Multiple blow counts shownon single line represent 6 in.or partial penetration values

15

6

10

10

33

57

35

28

38

27

29

22

15

20

54

57

35 50/5"

48 50/2"

50/2"

50/4"

50/4"

50/4"

Silt with Sand with seams and

traces of Silt; pockets of IOS and a

few roots; browns, moist

Silty Clay with laminated traces and

seams of Silt and Very Fine Sand

with IOS; browns, moist

Silty Clay, grey, moist

Silty Clay with thin seams and

traces of Silt; malodorous fuel

smell; grey, moist

Silty Sand with Clay, with pebbles;

horizontal traces of Silt and vertical

traces and pockets of gray Very

Fine Sand with IOS; Malodorous

fuel smell; greys and browns, moist

Silt with Clay, with pebbles and a

few pockets of black organics;

traces of Very Fine Sand and Silt

with IOS; gray-brown, damp

Sandy Lean Clay with a few

pebbles, gray, moist

Sandy Lean Clay with a few

pebbles and plastic Silt Loam

layers at 50.2'; greys, moist to wet

Silty Sand, grey, saturated

Sandy Lean Clay, gray, moist

Silty Sand, gray, wet

Granite Boulders, gray-brown

Silty Sand, gray, wet

Silty Sand with Gravel, with cobbles

at 83.0' and Granite stone chips

and peices at 84.0'; gray and wet

Silty Sand with Clay, gray and wet

Possible Top of Bedrock

TONALITE; gray

1079.9SPTCoh

(psf) N60

Elevation

T10

1690

1250

Multiple blow counts shownon single line represent 6 in.or partial penetration values

10

8

10

16

10

9

11

13

16 30 46

9 48 50/6"

50/5"

50/.5"

50/3"

50/3"

49 50/2"

50/1"

38 50/5"

50/4"

50/3"

50/3"

50/5"

50/4"75/0"

Drilling Platform

Water

Lean Clay with Sand and a trace of

Gravel, gray, wet, stiff

Silty Sand with a trace of Gravel,

slightly plastic, gray, wet to

waterbearing, loose

Lean Clay, gray to grayish brown,

wet, stiff

Poorly Graded Sand, fine to coarse

grained, gray to grayish brown,

waterbearing, medium dense to

loose

Lean Clay with a trace of Sand and

a trace of Gravel, some Gravelly

layers and boulders, gray, wet, stiff

Silty Sand with a trace to a little

Gravel and stone fragments, some

boulders, slightly plastic, gray,

moist to wet, very dense

1063.9SPTCoh

(psf) N60

Elevation

B100

WEST ABUTMENT

PROFILE GRADE (PTH72)

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LK CTWCHK:DR:

BRIDGE NO.

3901617+00 18+00 19+00

20+00 21+00 22+00

STATE PROJECT NO. 3905-39016

SOIL BORINGS - 3

SHEET NO. 13 OF 16 SHEETS

EXISTING GROUND PROFILE

20' LT.

20' RT.

< T.H. 72 (PTH72)

EL. 980

EL. 1000

EL. 990

EL. 1010

EL. 1020

EL. 1030

EL. 970

EL. 1040

EL. 1050

EL. 1060

EL. 1070

EL. 1080

EL. 1090

EL. 1100

EL. 1110

EL. 1120

EL. 960

EL. 950

EL. 940

EL. 980

EL. 1000

EL. 990

EL. 1010

EL. 1020

EL. 1030

EL. 970

EL. 1040

EL. 1050

EL. 1060

EL. 1070

EL. 1080

EL. 1090

EL. 1100

EL. 1110

EL. 1120

EL. 960

EL. 950

EL. 940

2000

Multiple blow counts shownon single line represent 6 in.or partial penetration values

6

6

6

20

12

28

1930 50/3"

50/4"

50/4"

50/4"

50/4"

50/2"

50/4"

50/5"

50/3"

50/3"

50/1"

Driling Platform

Water

Poorly Graded Sand with a trace to

a little Gravel, fine to coarse

grained, gray to grayish brown,

waterbearing, loose

Lean Clay with a trace of Gravel,

gray, wet, stiff to very stiff

Silty Sand with a trace to a little

Gravel, with a trace of Clay and

some boulders, gray, moist to wet

to waterbearing, very dense

Probable Boulder, auger refusal at

69.2'.

1064.4SPTCoh

(psf) N60

Elevation

B101

1400

560

Multiple blow counts shownon single line represent 6 in.or partial penetration values

0

3

2

4

8

7

10

1612 25 40

50/5"

50/5"

50/5"

50/2"

50/0.5"

Driling Platform

Water

Poorly Graded Sand), coarse to

fine grained, brown to gray, wet to

waterbearing, very loose

Lean Clay with a trace gravel, little

to some sand, gray, wet, medium to

soft

Silty Sand with a trace to a little

Gravel and a trace of Clay, gray,

moist to wet, slightly plastic, very

dense

Boulders and Cobbles (4" - 12")

mixed with apparrent Silty Sand,

gray

End of boring at 116'

1063.9SPTCoh

(psf) N60

Elevation

B102

7

4

6

711

6

12

11

33

50/5"

50/5"

50/5"

60/4"

50/5"

50/5"

50/1"

50/4"

87/8"

50/5"

50/5"

50/4"

Water surface

Water

River bottom

Possible alluvium (not sampled)

Sand, trace silt, trace gravel, loose

to compact, grey/black, moist to

wet

Sand and gravel with silt, some

clay, compact to very dense, grey,

moist to wet

Sand and gravel with silt, some

clay, cobbles, compact to very

dense, grey, moist to wet

Sand to silt sand, trace clay, trace

gravel, very dense, grey, moist to

wet, cobbles noted at 77 ft.

Sand to silty sand, trace clay, trace

gravel, very dense, grey, moist to

wet

End of borehole

1061.0SPTCoh

(psf) N60

Elevation

16-1

PIER 2

PIER 3

PROFILE GRADE (PTH72)

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BRIDGE NO.

3901623+00 24+00 25+00

26+00 27+00 28+00

STATE PROJECT NO. 3905-39016

SOIL BORINGS - 4

SHEET NO. 14 OF 16 SHEETS

EXISTING GROUND PROFILE

20' LT.

20' RT.

< T.H. 72 (PTH72)

EL. 980

EL. 1000

EL. 990

EL. 1010

EL. 1020

EL. 1030

EL. 970

EL. 1040

EL. 1050

EL. 1060

EL. 1070

EL. 1080

EL. 1090

EL. 1100

EL. 1110

EL. 1120

EL. 960

EL. 950

EL. 940

EL. 980

EL. 1000

EL. 990

EL. 1010

EL. 1020

EL. 1030

EL. 970

EL. 1040

EL. 1050

EL. 1060

EL. 1070

EL. 1080

EL. 1090

EL. 1100

EL. 1110

EL. 1120

EL. 960

EL. 950

EL. 940

11

8

4

10

9

9

PH

14

97/8"

50/5"

50/1"

50/2"

Water surface

Water

River bottom

Possible alluvium

(not sampled)

Sand, some silt, trace to some

gravel, compact to loose,

grey/black, moist to wet

Silty clay, some sand, trace gravel,

soft to stiff, grey, moist

Sand, some silt, some gravel,

cobbles, very dense, grey, moist to

wet

Sand, some silt, some gravel,

cobbles, very dense, grey, wet

Cobbles and boulders

Sand

End of borehole

Refusal on boulders

1061.4SPTCoh

(psf) N60

Elevation

16-2

13

7

12

12

20

11

PH

17

12

8

PH

8

15

38

50/4"

50/3"

50/4"

50/3"

65/3"

70/2"

Water surface

Water

River bottom

Silty clay, rootlets, organics, wood

debris, very soft to soft, dark

brown/black, wet

Clayey silt, trace sand, trace gravel,

stiff, brown/grey, moist

Rounded cobbles

Silty clay, trace sand, trace gravel,

very stiff to stiff, grey, wet

Silty sand, trace gravel, dense to

very dense, grey, wet

End of borehole

Refusal on very dense till deposit

PH Pushed Hydraulically

1061.4SPTCoh

(psf) N60

Elevation

16-3

3

4

2

6

17

16

15

14

PH

18

Topsoil

Sandy silt, some clay, rootlets,

organics, soft to firm, dark

brown/brown, moist

Silty clay, trace sand, trace to some

gravel, cobbles, very stiff,

grey/brown, moist

Clayey silt, trace sand, trace gravel,

very stiff, grey, wet

1064.3SPTCoh

(psf) N60

Elevation

16-5

End of borehole

4

11

13

9

10

27

8

10

11

23

15

19

25

22

24

30

Topsoil

Sand and gravel, very loose

grey/dark brown

Clayey Silt some sand, trace gravel

organic inclusions, rootlets, wood

debris, stiff, grey/dark brown

Sand and gravel, cobbles, compact

grey/brown, moist

Topsoil, rootlets, peat inclusions,

stiff, dark brown/black, moist to wet

Clayey silt with sand, trace gravel,

cobbles, stiff to hard, grey/brown,

moist

1077.1SPTCoh

(psf) N60

Elevation

16-4

End of borehole

PIER 4 EAST ABUTMENT

PROFILE GRADE (PTH72)

NORTH SIDE SOUTH SIDE

NOTES:

0 10'

BRIDGE AESTHETICSSHEET NO. 15 OF 16 SHEETS

TRANSVERSE SECTION AT AESTHETIC ARCH FEATURE

BE DETERMINED)

(FINAL HEIGHT TO

FLAGPOLE

(SECTION SHOWN APPROXIMATELY AT INTERNATIONAL BORDER)

1.58m

5'-2…"

4.1

m

13'-

5•

"

.64

m

2'-

1"

.19m

7•"

.47

m

1'-

6•

"

.18m

7„"

.91m

3'-0"

1.8m

5'-11"

.97m

3'-2"

2.77m

9'-1"

3.66m

12'-0"

3.66m

12'-0"4.4

2m

14'-

6"

BE DETERMINED)

(FINAL HEIGHT TO

FLAGPOLE

BE DETERMINED)

(FINAL HEIGHT TO

FLAGPOLE

0 10'

.47

m

1'-

6•

"

.47

m

1'-

6•

"

.15

m

6"

2.67m

8'-9"

BUMPOUT

2.67m

8'-9"

4.1

m

13'-

5•

"

HIGHWAY 11 (PTH72)T.H. 72 AND ONTARIO PROVINCIAL

AKC

JOH

MNL

JOH

SOUTHERN ARCH ELEVATION

SIDEWALK

CONCRETE

DECK

CONCRETE

CL

COLOR 10075

OF GIRDERS, TYP. FEDERAL

PAINT EXTERIOR FASCHIA

EXTENT AT ARCH FEATURE

BRIDGE CANTILEVER

BE DETERMINED)

PEDESTAL (COLOR TO

ARCH FEATURE CONCRETE

PEDESTAL

CONCRETE

FEATURE

ARCH

COLOR

SURFACE, LIGHT BUFF

STAINED CONCRETE

1.83m

6'-0"

TO BE DETERMINED)

ARCH FEATURE (MATERIAL

(TYP)

3'-0"

.91m

TOP OF WALK (TYP)

STARTS FROM

CONCRETE PEDESTAL

ON INTERNATIONAL BOUNDARY.

CENTER UPSTREAM ARCH FEATURE

INTERNATIONAL BOUNDARY.

DETERMINED IN FINAL DESIGN.

INTERNATIONAL BOUNDARY. HEIGHT TO BE

FLAG POLES TO BE LOCATED 12' O.C. FROM

PEDESTAL HEIGHT.

SIDEWALK, MODIFIED RAILING HEIGHT, AND ARCH

WITH MODIFICATIONS RELATED TO LACK OF NORTHSIDE

NORTHERN ARCH IS IDENTICAL TO SOUTHERN ARCH

CONCRETE PEDESTAL (TYP)

BUMPOUT

(NOT AT ARCH FEATURE)

CANTILEVER EXTENT

TYPICAL BRIDGE

DETERMINED)

(MATERIAL TO BE

ARCH FEATURE

DETERMINED)

(MATERIAL TO BE

ARCH FEATURE

M.T.O. STANDARD DRAWING SS110-49

BOX BEAM RAILING ON SIDEWALK TL-4

12/22/2016

3:5

7:3

5

PM

lkalita

TITLE: APPROVED:

CHK:

DR:

CHK:

DES:

BRIDGE NO.

39016

BRIDGE AESTHETICSSHEET NO. 16 OF 16 SHEETS

ELEV 322.5m

ELEV 1058.2FT

WATER SURFACE

ELEV 317.2m

ELEV 1040.7FT

APPROXIMATE FLOWLINE

2.44m

8'-0"

2.44m

8'-0"

2.13m

7'-0"

1.8

3m

6'-

0"

0.6

1m

2'-

0"

1.83m

6'-0"

< PIERPROVINCIAL HIGHWAY 11

< T.H. 72 AND ONTARIO

0.61m (TYP)

2'-0"

2.13m

7'-0"

STEM WALL

9.3m

30'-6"

14.17m

46'-6"

2.4

4m

8'-

0"

AKC

JOH

MNL

JOH

FRONT ELEVATION SIDE ELEVATION

0 10'

BRIDGE PIERS

TOP OF CAP

SEE SPECIAL PROVISIONS

LIGHT BUFF COLOR,

STAIN CONCRETE

SEE SPECIAL PROVISIONS

LIGHT BUFF COLOR,

STAIN CONCRETE

VA

RIE

S

12/22/2016

3:5

7:4

3

PM

lkalita

TITLE: APPROVED:

CHK:

DR:

CHK:

DES:

BRIDGE NO.

39016