11 x 17 (280 scale) n · 8/16/2012 · broadway (hwy. 70) la harpe (hwy. 10) with auxiliary lane...
TRANSCRIPT
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B
D
E
LEGEND
(BROADWAY) (LR/NLR)ARKANSAS RIVER STR. & APPRS.
F.A.P. NO. BRN-9253(63)JOB NO. 061275
& GUTTER
1.5’ CURB
SIDEWALK
EXIST.
L BROADWAYCCL BROADWAY BRIDGE L BROADWAY
C
WALL
M.S.E.WALL
M.S.E.
POLE
LIGHT
POLE
LIGHTTRAVEL LANE
15’
6’ SHOULDER4’ SHOULDER
WALL
M.S.E.
WALL
M.S.E.
6’ SHOULDER
WALL
M.S.E.
CL RAMP
CL W. BROADWAY
& GUTTER
1.5’ CURB
& GUTTER
1.5’ CURB
6’ SIDEWALK
CL PATH
WALL
M.S.E.WALL
M.S.E.
12’
3’ SHOULDER3’ SHOULDER
CL PATH
WIDENING WIDENING
WALL
CONCRETE BARRIER WALL
CONCRETE BARRIER
PAVING
EXIST.
& GUTTER
1.5’ CURB 3.5’ BUFFER
SECTION A
SECTION BSECTION C
SECTION D
SECTION E SECTION F SECTION G SECTION HPEDESTRIAN TRAILPEDESTRIAN ACCESS RAMP
BROADWAY (HWY. 70)
BROADWAY (HWY. 70)
BROADWAY (HWY. 70)
LA HARPE (HWY. 10) WITH AUXILIARY LANEW. BROADWAY (HWY. 365)
W.
RIV
ER
FR
ON
T
DR. (H
WY. 10
0)
AR
KA
NS
AS
RIV
ER
TR
AIL
N. WILLOW S
T.
W.
BR
OA
DW
AY (H
WY. 70)
W. 4th
ST.
N. BROADWAY ST.
N. GUM ST.
N. OAK ST.
W.
BR
OA
DW
AY (H
WY. 365)
KARROT ST.
CHANDLER S
T.
W.
RIV
ERF
RO
NT
DR. (H
WY. 10
0)
A
R
K
A
N
S
A
S
R I V
E
R
AR
KA
NS
AS
RIV
ER
TR
AIL
S. STATE ST.
S. GAINES ST.
S. ARCH ST.
(HWY. 70)
S. BROADWAY
W.
MA
RK
HA
M
ST.
S. SPRING ST.
S. CENTER ST.
W. 2nd
ST.
PROPOSED LANE STRIPING
PROPOSED CENTERLINE STRIPING
PROPOSED EDGE OF LANE LINE
PROPOSED BRIDGE
PROPOSED CONCRETE BARRIER WALL
DIRECTION OF TRAFFIC
WITH BARRIER
PROPOSED M.S.E. RETAINING WALL
(HW
Y. 10)
LA
HA
PR
E
BL
VD.
W.
GA
RL
AN
D
ST.
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TURN
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
AUXILIARY
12’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TURN
11’
LANE
TURN
11’
LANE
TRAVEL
11’
LANE
TURN
11’
PATH
SHARED USE
16’ (MINIMUM)
PATH
SHARED USE
16’
PATH
SHARED USE
16’ (MINIMUM)
PATH
SHARED USE
16’
11" x 17" (280 Scale)
4’ SHOULDER 4’ SHOULDER
4’ SHOULDER 4’ SHOULDER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
TEMPORARY EASEMENT
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
SDWK.
EXIST.
USE PATH
SHARED
ALTERNATIVE 1
CONCEPTUAL BRIDGE DECK VIEW (LOOKING SOUTH)
N
0’ 140’ 280’ 560’
SCALE IN FEET
RE
VIS
ED 8-
16-
2012
REMOVAL OF EXISTING BRIDGE
RECONSTRUCT ON EXISTING ALIGNMENT
D
RAMP
44’
DICKEY-STEPHENS BALLPARK
ARKANSAS TRANSIT ASSOCIATION
CENTER
ROBINSON
HOTEL
DOUBLETREE
EXISTING WALKWAY
CONNECT TO
12’ SHARED USE PATH
EXISTING TRAIL
CONNECT TO
16’ SHARED USE PATH
1-15’ LANE
12’ AUXILIARY LANE
50’ TO INTERSECTION
AC
CE
LE
RA
TIO
N
LA
NE
300’
250’
TA
PE
R
16’ SHARED USE PATH
5-11’ TRAVEL LANES(40 MPH DESIGN SPEED)
BROADWAY BRIDGE
BARRIER
ATTENUATION
TL-2 IMPACT
55’
EXISTING TRAIL
CONNECT TO
NAVIGATION CHANNEL
330’
CITY HALL
LITTLE ROCK
44’
55’
ARKANSAS RIVER TRAIL
SHARED USE PATH CONNECTION TO
TO BE REMOVED AND REPLACED WITH
EXISTING EXIT RAMP FROM LA HARPE
HOTEL TO BE REMOVED
EXISTING ACCESS TO DOUBLETREE
NEW RAMP CONNECTION
TO BE REMOVED AND REPLACED WITH
EXISTING ENTRANCE RAMP TO LA HARPE
CONNECT TO EXISTING WALKWAY
END BROADWAY BRIDGEBEGIN BROADWAY BRIDGE
44’
66’
16’ SHARED USE PATH
1-15’ LANE
PARK
TO DICKEY-STEPHENS
PEDESTRIAN ACCESS
A C
F
G
H
G
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+
+
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++
B
D
E
LEGEND
F.A.P. NO. BRN-9253(63)JOB NO. 061275
& GUTTER
1.5’ CURB
SIDEWALK
EXIST.
L BROADWAYCL BROADWAYC
WALL
M.S.E.WALL
M.S.E.
TRAVEL LANE
15’
6’ SHOULDER4’ SHOULDER
WALL
M.S.E.
WALL
M.S.E.
6’ SHOULDER
WALL
M.S.E.
CL RAMP
CL W. BROADWAY
& GUTTER
1.5’ CURB
& GUTTER
1.5’ CURB
6’ SIDEWALK
CL PATH
WALL
M.S.E.
WALL
M.S.E.
12’
3’ SHOULDER3’ SHOULDER
CL PATH
WIDENING WIDENING
WALL
CONCRETE BARRIER
PAVING
EXIST.
& GUTTER
1.5’ CURB 3.5’ BUFFER
SECTION ASECTION C
SECTION D
SECTION E SECTION F SECTION G SECTION HPEDESTRIAN TRAILPEDESTRIAN ACCESS RAMP
BROADWAY (HWY. 70)
BROADWAY (HWY. 70)
LA HARPE (HWY. 10) WITH AUXILIARY LANEW. BROADWAY (HWY. 365)
W.
RIV
ER
FR
ON
T
DR. (H
WY. 10
0)
AR
KA
NS
AS
RIV
ER
TR
AIL
N. WILLOW S
T.
W.
BR
OA
DW
AY (H
WY. 70)
N. BROADWAY ST.
N. GUM ST.
N. OAK ST.
W.
BR
OA
DW
AY (H
WY. 365)
KARROT ST.
CHANDLER S
T.
W.
RIV
ERF
RO
NT
DR. (H
WY. 10
0)
AR
KA
NS
AS
RIV
ER
TR
AIL
S. STATE ST.
S. GAINES ST.
S. ARCH ST.
(HWY. 70)
S. BROADWAY
W.
MA
RK
HA
M
ST.
S. SPRING ST.
S. CENTER ST.
W. 2nd
ST.
PROPOSED LANE STRIPING
PROPOSED CENTERLINE STRIPING
PROPOSED EDGE OF LANE LINE
PROPOSED BRIDGE
PROPOSED CONCRETE BARRIER WALL
DIRECTION OF TRAFFIC
WITH BARRIER
PROPOSED M.S.E. RETAINING WALL
(HW
Y. 10)
LA
HA
PR
E
BL
VD.
W.
GA
RL
AN
D
ST.
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TURN
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
AUXILIARY
12’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TURN
11’
LANE
TURN
11’
LANE
TRAVEL
11’
LANE
TURN
11’
PATH
SHARED USE
16’ (MINIMUM)
PATH
SHARED USE
16’
PATH
SHARED USE
16’
N
0’ 140’ 280’ 560’
11" x 17" (280 Scale)
SCALE IN FEET
4’ SHOULDER 4’ SHOULDER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
TEMPORARY EASEMENT
USE PATH
SHAREDLANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
SDWK.
EXIST.
CL BROADWAY BRIDGE
POLE
LIGHT
WALL
CONCRETE BARRIER
SECTION B
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
PATH
SHARED USE
16’ (MINIMUM)
4’ SHOULDER 4’ SHOULDER
BROADWAY (HWY. 70)
POLE
LIGHT
(BROADWAY) (LR/NLR)ARKANSAS RIVER STR. & APPRS.
ALTERNATIVE 2
W. 4th
ST.
CONCEPTUAL BRIDGE DECK VIEW (LOOKING SOUTH)
RE
VIS
ED 8-
16-
2012
REMOVAL OF EXISTING BRIDGE
A
R
K
A
N
S
A
S
R I V
E
R
OFFSET ALIGNMENT - REMOVE EXISTING BRIDGE
D
RAMP
44’
DICKEY-STEPHENS BALLPARK
ARKANSAS TRANSIT ASSOCIATION
CENTER
ROBINSON
HOTEL
DOUBLETREE
EXISTING WALKWAY
CONNECT TO
12’ SHARED USE PATH
EXISTING TRAIL
CONNECT TO
16’ SHARED USE PATH
1-15’ LANE
12’ AUXILIARY LANE
50’ TO INTERSECTION
AC
CE
LE
RA
TIO
N
LA
NE
300’
250’
TA
PE
R
PARK
TO DICKEY-STEPHENS
PEDESTRIAN ACCESS5-11’ TRAVEL LANES(40 MPH DESIGN SPEED)
BROADWAY BRIDGEBARRIER
ATTENUATION
TL-2 IMPACT
55’
EXISTING TRAIL
CONNECT TO
NAVIGATION CHANNEL
330’
CITY HALL
LITTLE ROCK
44’5
5’
ARKANSAS RIVER TRAIL
SHARED USE PATH CONNECTION TO
TO BE REMOVED AND REPLACED WITH
EXISTING EXIT RAMP FROM LA HARPE
HOTEL TO BE REMOVED
EXISTING ACCESS TO DOUBLETREE
NEW RAMP CONNECTION
TO BE REMOVED AND REPLACED WITH
EXISTING ENTRANCE RAMP TO LA HARPE
CONNECT TO EXISTING WALKWAY
END BROADWAY BRIDGE
BEGIN BROADWAY BRIDGE
44’
66’
16’ SHARED USE PATH
1-15’ LANE
BE REMOVED
EXISTING BRIDGE TO
16’ SHARED USE PATH
AC
F
G
H
G
-
B
D
E
LEGEND
F.A.P. NO. BRN-9253(63)JOB NO. 061275
& GUTTER
1.5’ CURB
SIDEWALK
EXIST.
L BROADWAYCC L BROADWAYC
WALL
M.S.E.WALL
M.S.E.
POLE
LIGHT
POLE
LIGHTTRAVEL LANE
15’
6’ SHOULDER4’ SHOULDER
WALL
M.S.E.
WALL
M.S.E.
6’ SHOULDER
WALL
M.S.E.
CL RAMP
CL W. BROADWAY
& GUTTER
1.5’ CURB
& GUTTER
1.5’ CURB
6’ SIDEWALK
CL PATH
WALL
M.S.E.
WALL
M.S.E.
12’
3’ SHOULDER3’ SHOULDER
CL PATH
WIDENING WIDENING
WALL
CONCRETE BARRIER
PAVING
EXIST.
& GUTTER
1.5’ CURB 3.5’ BUFFER
SECTION A
SECTION BSECTION C
SECTION D
SECTION E SECTION F SECTION G SECTION HPEDESTRIAN TRAILPEDESTRIAN ACCESS RAMP
BROADWAY (HWY. 70)
BROADWAY (HWY. 70)
BROADWAY (HWY. 70)
LA HARPE (HWY. 10) WITH AUXILIARY LANEW. BROADWAY (HWY. 365)
W.
RIV
ER
FR
ON
T
DR. (H
WY. 10
0)
AR
KA
NS
AS
RIV
ER
TR
AIL
N. WILLOW S
T.
W.
BR
OA
DW
AY (H
WY. 70)
N. BROADWAY ST.
N. GUM ST.
N. OAK ST.
W.
BR
OA
DW
AY (H
WY. 365)
KARROT ST.
CHANDLER S
T.
W.
RIV
ERF
RO
NT
DR. (H
WY. 10
0)
A
R
K
A
N
S
A
S
R I V
E
R
AR
KA
NS
AS
RIV
ER
TR
AIL
S. STATE ST.
S. GAINES ST.
S. ARCH ST.
(HWY. 70)
S. BROADWAY
W.
MA
RK
HA
M
ST.
S. SPRING ST.
S. CENTER ST.
W. 2nd
ST.
PROPOSED LANE STRIPING
PROPOSED CENTERLINE STRIPING
PROPOSED EDGE OF LANE LINE
PROPOSED BRIDGE
PROPOSED CONCRETE BARRIER WALL
DIRECTION OF TRAFFIC
WITH BARRIER
PROPOSED M.S.E. RETAINING WALL
(HW
Y. 10)
LA
HA
PR
E
BL
VD.
W.
GA
RL
AN
D
ST.
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TURN
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
AUXILIARY
12’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TRAVEL
11’
LANE
TURN
11’
LANE
TURN
11’
LANE
TRAVEL
11’
LANE
TURN
11’
PATH
SHARED USE
16’ (MINIMUM)
PATH
SHARED USE
16’
PATH
SHARED USE
16’
N
0’ 140’ 280’ 560’
11" x 17" (280 Scale)
SCALE IN FEET
D
4’ SHOULDER 4’ SHOULDER
4’ SHOULDER 4’ SHOULDER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
TEMPORARY EASEMENT
C
40’ SHARED USE PATH
USE PATH
SHAREDLANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
LANE
TRAVEL
12’
EXIST.
SDWK.
EXIST.
8’ 8’
ALTERNATIVE 3A & 3B
(BROADWAY) (LR/NLR)ARKANSAS RIVER STR. & APPRS.
BETWEEN BRIDGES
SEPARATION
24’
L PROPOSED BROADWAY BRIDGE
L EXISTING BROADWAY BRIDGE
EXISTING BRIDGE
W. 4th
ST.
ALTERNATIVE 3B CONCEPTUAL BRIDGE DECK VIEW (LOOKING SOUTH)
ALTERNATIVE 3A CONCEPTUAL BRIDGE DECK VIEW (LOOKING SOUTH)
RE
VIS
ED 8-
16-
2012
REMOVAL OF EXISTING BRIDGE
OFFSET ALIGNMENT - RETAIN EXISTING BRIDGE
RAMP
44’
DICKEY-STEPHENS BALLPARK
ARKANSAS TRANSIT ASSOCIATION
CENTER
ROBINSON
HOTEL
DOUBLETREE
EXISTING WALKWAY
CONNECT TO
12’ SHARED USE PATH
EXISTING TRAIL
CONNECT TO
16’ SHARED USE PATH
1-15’ LANE
12’ AUXILIARY LANE
50’ TO INTERSECTION
AC
CE
LE
RA
TIO
N
LA
NE
300’
250’
TA
PE
R
5-11’ TRAVEL LANES(40 MPH DESIGN SPEED)
BROADWAY BRIDGE
BARRIER
ATTENUATION
TL-2 IMPACT
55’
EXISTING TRAIL
CONNECT TO
NAVIGATION CHANNEL
330’
CITY HALL
LITTLE ROCK
44’5
5’
HOTEL TO BE REMOVED
EXISTING ACCESS TO DOUBLETREE
CONNECT TO EXISTING WALKWAY
END BROADWAY BRIDGE
BEGIN BROADWAY BRIDGE
44’
16’ SHARED USE PATH
1-15’ LANE
FOR PEDESTRIAN USE
RETAIN EXISTING BRIDGE
BRIDGE TO BE REMOVED
SECTION OF EXISTING BROADWAY
RIVER TRAIL
PATH CONNECTION TO ARKANSAS
TO BE CONVERTED TO A SHARED USE
EXISTING EXIT RAMP FROM LA HARPE
66’
PARK
TO DICKEY-STEPHENS
PEDESTRIAN ACCESS
RAMP CONNECTION
REPLACED WITH NEW
TO BE REMOVED AND
RAMP TO LA HARPE
EXISTING ENTRANCE
AC
F
G
H
G
-
Bridge AlternativesAlternative 1 – Plate girder on existing alignment Alternative 2 – Plate girder on offset alignment-remove existing bridge
Alternative 3A – Plate girder on offset alignment-retain existing bridge Alternative 3B – Tied arch on offset alignment-retain existing bridge
ESTIMATED TIME FOR BRIDGE CLOSURE
Alternative 1 Alternative 2 Alternative 3A Alternative 3B
36
24
12
0
MO
NT
HS
ESTIMATED COST
Alternative 1 Alternative 2 Alternative 3A Alternative 3B
$120
$80
$40
$0
MI
LL
IO
NS