The HNTB Companies

HNTB Corporation

Engineers Architects Planners

HORIZONTAL

0 100 200

DATE APPROVED

DATE SUBMITTED

DATE REVISED

OR PERMIT PURPOSES.

CONSTRUCTION, BIDDING

NOT INTENDED FOR

LICENSE NO. 17220

RUSSELL K. OZMER, P.E.

UNDER THE SUPERVISION OF:

PREPARED BY HNTB

DATE: APRIL 26, 2018

NOT TO SCALE

COUNTYCRAWFORD AND SEBASTIAN

HIGHWAY CLASSIFICATION

URBAN FREEWAY

ROADWAY TYPE DESIGN SPEED

70 MPH

40 MPH

PROJECT LENGTH - 14.3 MILES

ARKANSAS DEPARTMENT OF TRANSPORTATION

CRAWFORD AND SEBASTIAN COUNTIES

I-49 PROJECT

FROM HIGHWAY 22 TO INTERSTATE 40

I-49

I-49 PROJECT

MAIN LANES

DIRECT CONNECTORS

LOOP RAMPS

CROSS STREETS

DIAGONAL/DIRECTIONAL RAMPS

REVIEW.

INPUT AND TECHNICAL

RESULTING FROM PUBLIC

FURTHER DEVELOPMENTS

TO CHANGE BASED ON

PRELIMINARY SUBJECT

40 MPH - 50 MPH

40 MPH - 50 MPH

30 MPH - 35 MPH

CONCEPT EXHIBIT

SCOTT E. BENNETT, P.E. - DIRECTOR

SmithFort

Van Buren

Alma

Central City

Barling

Arkansas R

iver

1-4 PLAN VIEW

ROLL

TABLE OF CONTENTS:

LEGEND

Removal

Property Line

Drainage Easement

Project By Others

Proposed Retaining Wall

Proposed Centerline / Baseline

Proposed Construction Limits

Existing STATE ROW

Cemetery

Zone AE Floodway

Zone X Floodplain

Zone A / AE Floodplain

Potential Impacts

Driveway / Cul-De-Sac

Bicycle / Pedestrian

Proposed Storm Drain

Existing Storm Drain

Bridge Substructure

Steel Bridge Structure

Concrete Bridge Structure

Ramps (Diagonal/Directional/Loop)

Cross-Streets

Direct Connector

Main Lanes

The HNTB Companies

HNTB Corporation

Engineers Architects Planners

HORIZONTAL

0 100 200

DATE APPROVED

DATE SUBMITTED

DATE REVISED

OR PERMIT PURPOSES.

CONSTRUCTION, BIDDING

NOT INTENDED FOR

LICENSE NO. 17220

RUSSELL K. OZMER, P.E.

UNDER THE SUPERVISION OF:

PREPARED BY HNTB

DATE: APRIL 26, 2018

NOT TO SCALE

COUNTYCRAWFORD AND SEBASTIAN

HIGHWAY CLASSIFICATION

URBAN FREEWAY

ROADWAY TYPE DESIGN SPEED

70 MPH

40 MPH

PROJECT LENGTH - 14.3 MILES

ARKANSAS DEPARTMENT OF TRANSPORTATION

CRAWFORD AND SEBASTIAN COUNTIES

I-49 PROJECT

FROM HIGHWAY 22 TO INTERSTATE 40

I-49

I-49 PROJECT

MAIN LANES

DIRECT CONNECTORS

LOOP RAMPS

CROSS STREETS

DIAGONAL/DIRECTIONAL RAMPS

REVIEW.

INPUT AND TECHNICAL

RESULTING FROM PUBLIC

FURTHER DEVELOPMENTS

TO CHANGE BASED ON

PRELIMINARY SUBJECT

40 MPH - 50 MPH

40 MPH - 50 MPH

30 MPH - 35 MPH

CONCEPT EXHIBIT

SCOTT E. BENNETT, P.E. - DIRECTOR

SmithFort

Van Buren

Alma

Central City

Barling

Arkansas R

iver

1-4 PLAN VIEW

ROLL

TABLE OF CONTENTS:

LEGEND

Removal

Property Line

Drainage Easement

Project By Others

Proposed Retaining Wall

Proposed Centerline / Baseline

Proposed Construction Limits

Existing STATE ROW

Cemetery

Zone AE Floodway

Zone X Floodplain

Zone A / AE Floodplain

Potential Impacts

Driveway / Cul-De-Sac

Bicycle / Pedestrian

Proposed Storm Drain

Existing Storm Drain

Bridge Substructure

Steel Bridge Structure

Concrete Bridge Structure

Ramps (Diagonal/Directional/Loop)

Cross-Streets

Direct Connector

Main Lanes

DEVELOPMENT TRUST

FORT CHAFFEE

REAL ESTATE, IN.

CHAFFEE CROSSING

DEVELOPMENT TRUST

FORT CHAFFEE

DEVELOPMENT TRUST

FORT CHAFFEE

DEVELOPMENT TRUST

FORT CHAFFEE

CHAFFEE CROSSING DEV GROUP, LLC

REAL ESTATE, IN.

CHAFFEE CROSSING

REA

L ES

TATE, IN.

CHAFF

EE C

ROSSIN

G

BARLI

NG

CIT

Y O

F

DEVELOPMENT TRUST

FORT CHAFFEE

DEVELOPMENT TRUST

FORT CHAFFEE

DEVELOPMENT TRUST

FORT CHAFFEE

U.S. GOVERNMENT U.S. GOVERNMENT

ARKANSAS HIGHWAY COMM.

U.S. ARMY CORP OF ENGINEERS

OZARK LOCK & DAM

U.S. ARMY CORP OF ENGINEERS

OZARK LOCK & DAM

U.S. ARMY CORP OF ENGINEERS

OZARK LOCK & DAM

REX KUTINA FARMS, LLC

REX KUTINA FARMS, LLC

REX KUTINA FARMS, LLC REX KUTINA FARMS, LLC

CRABTREE

DAVID & PAULA

CRABTREE

DAVID & PAULA

CRABTREE

DAVID & PAULA

WILLIAM CLARK SOUTHMAYD, JR. TRUST

WILLIAM CLARK SOUTHMAYD, JR. TRUST

CRABTREE

DAVID & PAULA

WILLIAM CLARK SOUTHMAYD, JR. TRUST

AJAMES A. ARNOLD

FRANK & CHRISTIANE GILL

MIKE WILLIAMS

DEVELOPMENT TRUST

FORT CHAFFEEUSA

GO

VE

RN

ME

NT

U.S.

FARMS, LLC

REX KUTINA

LEVEE

FARMS, LLC

REX KUTINA

LEVEE

U.S. GOVERNMENT

BARLING

CITY OF

USA

USA

U.S. GOVERNMENT

ARKANSAS HIGHWAY COMM.

ARKANSAS HIGHWAY COMM.

ARKANSAS HIGHWAY COMM.

REX KUTINA FARMS, LLC

CRABTREE

DAVID & PAULA

CRABTREE

DAVID & PAULA

WILLIAM CLARK SOUTHMAYD, JR. TRUST

WILLIAM CLARK SOUTHMAYD, JR. TRUST

FRANK & CHRISTIANE GILL

FRANK & CHRISTIANE GILL

FRANK & CHRISTIANE GILL

FRANK & CHRISTIANE GILL

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

MIKE WILLIAMS

SH

SH

3:16:1

| I-49N| I-49S

2 LANES

6:1

SH

SH

2 LANES

6:1

30'

6:1

30'

3:1

CUT SECTION

FILL SECTION

FOR ILLUSTRATIVE PURPOSES ONLY

EXISTING GROUND LINE SHOWN

80' MEDIAN

PROPOSED I-49

24'

10'

6' 24'

10'

6'

POINT

GRADE

PROFILE

POINTGRADE PROFILE

2.0% 2.0%4.0% 4.0% 4.0% 4.0%

VARIES VARIES

5'-50' 5'-50'

[ I-49

PROPOSED

SECTION SHOWN ALSO DOES NOT REFLECT CROSS SLOPE CHANGES.

SECTION IS SHOWN TO ILLUSTRATE TYPICAL LANE CONFIGURATION FOR THE LENGTH OF THIS PROJECT.

THIS TYPICAL SECTION DOES NOT REFLECT RAMPS, AUXILIARY LANES OR LANE CONFIGURATION AT INTERSECTIONS.

2'

TYP

VARIES

10'-15'

VARIES

10'-15'

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

10' 12' 12' 8'

LANELANE

2.0%

10'12'12'8'

2.0%

PROPOSED BRIDGE OVER ARKANSAS RIVER

SH SH SH SHLANE LANE

18'

[ I-49

PROPOSED

60' 60'

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

SHLANE

[ RAMP

3:1

30'30'

4'

SH

3:1

6:16:1

15' 6'

7.5'

POINT

GRADE

PROFILE

2.0% 4.0%4.0%

VARIES

5'-40'

SHOWN IN DIRECTION OF TRAFFIC

PROPOSED NORTHBOUND & SOUTHBOUND RAMPS

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

SHLANE

[ RAMP

3:1

30'30'

4'

SH

3:1

6:16:1

15' 6'

7.5'

POINT

GRADE

PROFILE

2.0% 4.0%4.0%

SHOWN IN DIRECTION OF TRAFFIC

PROPOSED NORTHBOUND & SOUTHBOUND RAMPS

LANE

[ CROSS STREET

12'

4:1

LANE

12'

LANE2.0'

4:1

4.0%4.0%

POINT

GRADE

PROFILE

CURB AND GUTTERTYPE A

3'BERM

LANE

12' 11'

5.5'5.5'

VARIESVARIES

30'-50' 30'-50'

PROPOSED CROSS STREET AT GUN CLUB RD

6'

SH

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

PR

OP

OS

ED

CO

NS

TR

UC

TI

ON

LI

MI

TS

10' 12' 12' 8'

LANELANE

2.0%

10'12'12'8'

2.0%

SH SH SH SHLANE LANE

18'

[ I-49

PROPOSED

12'

LANE

12'

LANE

EXI

ST

RO

W

EXI

ST

RO

W

175'175'

WITH ACCELERATION AND DECELERATION LANES

PROPOSED BRIDGE OVER ARKANSAS RIVER

MATC

H LI

NE [ I-49

ML ST

A 152+00

SHEET 1 OF 4

MA

TC

H

LI

NE [ I-49

ML

ST

A 152

+00

MATC

H LI

NE [ I-49

ML ST

A 310+00

SHEET 1 OF 4

END PROJECT

BEGIN PROJECT

END PROJECT

BEGIN PROJECT

49

40

40

540

59

162

22

49

40

40

540

59

162

22

S.H. 4

FR

ON

TIE

R R

OA

D

FO

RT ST. / S.H.

22

S.H. 4

H ST

EX-SH22

CULVERT6'X4' SINGLE BOX

PROPOSED [ I-49 ML

CULVERT6'X4' SINGLE BOX

[ NW-RP-SH22

PROPOSED [ I-49 ML

[ NE-RP-SH22

CULVERT6'X4' SINGLE BOX

[ NE LOCAL RD AT SH22

CULVERT6'X4' SINGLE BOX

[ NW-RP-SH22

EX-NW-LOOP-SH22

STA 100+00BEGIN PROJECT

EX-NE-LOOP-SH22

[ NW LOCAL RD AT SH22

[ NE-RP-SH22

EX-SH22

[ NW-RP-SH22

GU

N

CL

UB

RD

GU

N

CL

UB

RD

AR

KA

NS

AS

RIV

ER

LE

VE

E

LE

VE

ELE

VE

E

GU

N

CL

UB

RD

LE

VE

E

GU

N

CL

UB

RD

SPRINGHILL PARK

CUL

VE

RT

6'

X4' SI

NGLE

BO

X

PROPOSED [ I-49 ML

CULVERT6'X4' SINGLE BOX

CULVERT6'X4' SINGLE BOX

[ NW-RP-GC

CULVERT6'X4' SINGLE BOX

PROPOSED [ I-49 ML

[ NW-LOOP-GC

[ NE-RP-GC

CULVERT6'X4' SINGLE BOX

[ NE-LOOP-GC

CULVERT6'X4' SINGLE BOX

[ NE-RP-GC

LEVEE TOP

LEVEE TOE

LEVEE TOE

LEVEE TOE

[ GUN CLUB RD

LEVEE TOP

[ NW-RP-GC

LEVEE TOE

LEVEE TOP

LEVEE TOP

10+00

15+00

20+00

25+00

30+00

35+0035+

2635+

26

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

46+72

46+72

85+00 90+00 95+00 100+00 105+00 110+00115+00

120+00

125+00

130+

00

135+

00

140+00

145+00

150+00

15+00

20+00

25+

00

10+

00

15+00

20+00

25+00

30+00

15

+00

20

+00

25

+00

30

+00

35

+00

40

+00

45

+00

155+00160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00

265+00

270+00

275+00

280+00

285+00

290+00

295+00

300+00

305+00

310+00

10+00

15+00

20+00

25+00

30+00 35+00

40+00

43+16

43+16

10+00

15+00

20+

00

25+00

30+00

35

+00

36

+25

36

+25

10

+00

15+00

20+00

25

+00

30+00

35+00

39+71 39+71

10+0015+00

20+00

25+00

30+00

35+00

40+00

44+91

44+91D R A F T