ARKANSAS DEPARTMENT OF TRANSPORTATION I-49 PROJECT …ardot.gov/I49/I-49 public meeting...
Transcript of ARKANSAS DEPARTMENT OF TRANSPORTATION I-49 PROJECT …ardot.gov/I49/I-49 public meeting...
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