ARKANSAS DEPARTMENT OF TRANSPORTATION I-49 PROJECT …ardot.gov/I49/I-49 public meeting...
1
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 COUNTY CRAWFORD 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 Smith Fort Van Buren Alma Central City Barling A r k a n s a s R i v e r 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 COUNTY CRAWFORD 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 Smith Fort Van Buren Alma Central City Barling A r k a n s a s R i v e r 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 D E V EL O P M E N T T R U S T FORT CHAFFEE REAL ESTATE, IN. CHAFFEE CROSSING DEVELOPMENT TRUST FORT CHAFFEE DEVELOPMENT TRUST FORT CHAFFEE DEVELOPMENT TRUST FORT CHAFFEE C HA FF E E CR O S S I NGD E V G R OU P , L L C REAL ESTATE, IN. CHAFFEE CROSSING R E A LE S T A TE , I N. C HA F F E E CR OS S I NG B A R L I NG C I T Y OF DEVELOPMENT TRUST FORT CHAFFEE DEVELOPMENT TRUST FORT CHAFFEE DEVELOPMENT TRUST FORT CHAFFEE U . S . GOV E R N M E N T U . S . GOV E R N M E N T ARKANSAS HIGHWAY COMM. U . S . A R M Y C O R P O F E NG I N EE R S O Z A R K L O C K &DA M U . S . A R M Y C O R P O F E NG I N EE R S O Z A R K L O C K &DA M U.S. ARMY CORP OF ENGINEERS OZARK LOCK & DAM REX KUTINA FARMS, LLC REX KUTINA FARMS, LLC R E X KU T I NA F A R M S , LL C R E X KU T I NA F A R M S , LL C 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 CHAFFEE USA GOV E R NME NT U. S . FARMS, LLC REX KUTINA LEVEE FARMS, LLC REX KUTINA LEVEE U . S . GOV E R N M E N T BARLING CITY OF USA USA U . S . GOV E R N M E N T 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 : 1 6 : 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 POINT GRADE 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' PROPOSED CONSTRUCTION LIMITS PROPOSED CONSTRUCTION LIMITS 10' 12' 12' 8' LANE LANE 2.0% 10' 12' 12' 8' 2.0% PROPOSED BRIDGE OVER ARKANSAS RIVER SH SH SH SH LANE LANE 18' [ I-49 PROPOSED 60' 60' PROPOSED CONSTRUCTION LIMITS PROPOSED CONSTRUCTION LIMITS SH LANE [ RAMP 3 : 1 30' 30' 4' SH 3 : 1 6 : 1 6 : 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 PROPOSED CONSTRUCTION LIMITS SH LANE [ RAMP 3 : 1 30' 30' 4' SH 3 : 1 6 : 1 6 : 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' LANE 2.0' 4 : 1 4.0% 4.0% POINT GRADE PROFILE CURB AND GUTTER TYPE A 3'BERM LANE 12' 11' 5.5' 5.5' VARIES VARIES 30'-50' 30'-50' PROPOSED CROSS STREET AT GUN CLUB RD 6' SH PROPOSED CONSTRUCTION LIMITS PROPOSED CONSTRUCTION LIMITS 10' 12' 12' 8' LANE LANE 2.0% 10' 12' 12' 8' 2.0% SH SH SH SH LANE LANE 18' [ I-49 PROPOSED 12' LANE 12' LANE EXIST ROW EXIST ROW 175' 175' WITH ACCELERATION AND DECELERATION LANES PROPOSED BRIDGE OVER ARKANSAS RIVER M A T C H L I N E [ I - 49 M L S T A 15 2 + 00 SHEET 1 OF 4 MATCH LINE [ I-49 ML STA 152+00 MATCH LI NE [ I - 49 ML STA 3 1 0 +0 0 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 F RONT I E R ROAD F ORT ST . / S. H. 22 S . H . 4 H S T EX-SH22 CULVERT 6'X4' SINGLE BOX PROPOSED [ I-49 ML CULVERT 6'X4' SINGLE BOX [ NW-RP-SH22 PROPOSED [ I-49 ML [ NE-RP-SH22 CULVERT 6'X4' SINGLE BOX [ NE LOCAL RD AT SH22 CULVERT 6'X4' SINGLE BOX [ NW-RP-SH22 EX-NW-LOOP-SH22 STA 100+00 BEGIN PROJECT EX-NE-LOOP-SH22 [ NW LOCAL RD AT SH22 [ NE-RP-SH22 EX-SH22 [ NW-RP-SH22 GUN CL UB RD GUN CL UB RD ARKANSAS RI VE R LE VEE LE VEE LE VEE GUN CL UB RD LE VEE GUN CL UB RD SPRINGHILL PARK CULVERT 6'X4' SINGLE BOX PROPOSED [ I-49 ML CULVERT 6'X4' SINGLE BOX CULVERT 6'X4' SINGLE BOX [ NW-RP-GC CULVERT 6'X4' SINGLE BOX PROPOSED [ I-49 ML [ NW-LOOP-GC [ NE-RP-GC CULVERT 6'X4' SINGLE BOX [ NE-LOOP-GC CULVERT 6'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 1 0 +0 0 1 5 +00 20 +00 2 5 +00 3 0 + 00 3 5 + 0 0 3 5 + 26 3 5 + 26 10 +00 15 +0 0 20 + 00 2 5 +0 0 30 +0 0 35 + 00 40 + 00 4 5 + 0 0 4 6 +7 2 4 6 +7 2 85+00 90+00 95+00 100+00 105+00 110+00 115 + 00 1 2 0 + 00 1 25 +0 0 1 3 0 +00 1 3 5 +0 0 140 +00 145+ 00 150+ 00 1 5 +0 0 20 + 0 0 25+ 00 1 0+ 00 15 +00 20 +00 25 +00 30 +0 0 1 5+ 00 20+ 00 25+ 00 30+ 00 35+ 00 40+ 00 45+ 00 1 55 + 0 0 160+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 + 0 0 270 + 0 0 275 + 00 280 +00 2 85 +0 0 2 9 0 +0 0 295 +00 3 00 + 00 305+ 00 31 0+ 00 10 + 00 15 + 00 20 +00 25 +00 3 0 + 00 3 5 + 0 0 4 0 +00 43 +16 43 +16 10+00 15 + 00 20+ 00 25+ 00 3 0 +0 0 35+ 00 36+ 25 36+ 25 10+ 00 1 5 +00 20 + 00 25+ 00 30 +00 35 + 00 39+71 39+71 10 + 0 0 15 + 00 2 0 + 0 0 25+ 00 30+ 00 35 +00 40 +00 44 +91 44 +91
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
