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Informational Workshop Public Meeting
I-64 Six-Lane Widening Crooked Creek to Nitro Putnam County, WV
West Virginia Department of Transportation Division of Highways in cooperation with the Federal
Highway Administration
State Project U340-64-41.37 Federal Project NH-0641(318)
Rock Branch Elementary School 4616 1st Avenue
Nitro, WV Tuesday, May 17, 2016
4:00pm to 7:00pm
I-64 Six-Lane Widening Crooked Creek to Nitro
STATE PROJECT U340-64-41.37 FEDERAL PROJECT NH-0641(318)
The purpose of this Informational Workshop Public Meeting is to make available the approved Environmental Assessment and provide information on preferred Downstream Alternate 4 for the I-64 Six-Lane Widening Project located in Putnam County. This project includes the construction of a new bridge across the Kanawha River between the St. Albans and Nitro Interchanges.
Environmental studies have been conducted by the WVDOH in conjunction
with the Federal Highways Administration (FHWA) to fulfill requirements set forth in the National Environmental Policy Act of 1969 (NEPA) and Section 106 of the National Historic Preservation Act. Today’s meeting will present the approved Environmental Assessment (EA) and also other project related information. Copies of the EA are available upon request.
WVDOH Right-of-Way representatives are available to answer your
questions regarding any right-of-way acquisitions.
The I-64 Widening and Improvement Project will complete the six-lane typical section for I-64 between the US 35 Interchange to the west and the Nitro Interchange to the East. The project includes the construction of a bridge parallel to the existing Donald M. Legg Memorial Bridge across the Kanawha River.
The Donald M. Legg Memorial Bridge carries Interstate Route 64 over the Kanawha River, WV Route 817, and the CSX Railroad, is a three-span through cantilever truss bridge built in 1962. The overall length of the bridge is approximately 1400 feet with a 562.5-foot long main span. The bridge accommodates four (4) lanes of interstate traffic.
There are two interchanges, St. Albans (Exit 44) and Nitro (Exit 45), which will be affected by the proposed construction. The St. Albans Interchange connects to WV 817. The Nitro Interchange connects to WV 25 or 1st Avenue in Nitro.
PURPOSE OF TODAY’S MEETING
PROJECT DESCRIPTION
The 2013 I-64 annual average daily traffic volume is estimated at 69,500 vehicles per day. The projected 2033 volume is estimated at 101,400 vehicles per day under the build or no build alternative.
Eight (8) alternatives were developed to meet the capacity, traffic operations, and safety needs of the project while continuing to support growth and economic development within the project area.
All of the alternatives include the western widening section, which utilizes the median to provide an additional lane in each direction. The Nitro interchange will be adjusted to accommodate the six-lane interstate, but will retain its current partial cloverleaf configuration.
The development of the eight (8) alternatives addressed building a new four-lane bridge either upstream or downstream from the existing bridge. They also addressed a reconfiguration of the existing St. Albans Interchange to provide a more efficient flow of traffic. All of the alternatives provide an auxiliary lane between the St. Albans and Nitro interchanges. This lane allows a safer merge condition by providing a dedicated lane to accommodate entrance and exit ramp traffic.
As a result of the environmental studies and comments from the previous public workshop on May 20, 2013, Downstream Alternate 4, which is a flyover interchange configuration, was chosen as the Preferred Alternative and provides a free-flow traffic configuration. It greatly reduces the potential for backups when compared to the existing interchange, because it eliminates two stop controlled movements.
The configuration includes a flyover bridge for the westbound exit ramp located approximately 75 feet west of the existing overpass bridge. The eastbound entrance ramp includes a flyover located about 500 feet east of the existing overpass bridge. Eastbound exiting traffic will be accommodated by a 700-foot deceleration lane, and westbound entrance traffic will be accommodated by a 1,500-foot acceleration lane. The westbound exiting traffic and the eastbound entrance traffic will be accommodated by the proposed auxiliary lanes.
Alternative 4 has the least construction impacts because the flyover ramps have a greater offset from the mainline interstate. A significant portion of the project can be constructed without affecting traffic. The western widening section, and the Nitro Interchange will require traffic phasing to accommodate the proposed construction. Any lane closures on the interstate will be allowed only during night-time hours between 8:00 pm and 6:00 am.
Downstream Alternate 4 requires 312,601 square feet of controlled access ROW, 8,991 square feet of non-controlled access ROW and 11,515 square feet of temporary construction easements. Total project cost is $125 million
COMMENTS
Public Information Workshop……………………….…….……..May 17, 2016
Public Meeting Comments Due By………..……….…….…..…....June 21, 2016
*Current Environmental Clearance/FHWA NEPA Document Approval………………………………….……….……………..…Summer 2016
*Right of way acquisition to begin……………………………………Fall 2016
*Expected Construction Start Date…………………….……….….Spring 2017
*Dates are subject to change
Please send written comments on or before Tuesday, June 21, 2016 to:
Mr. Raymond J. Scites, P.E., Director, Engineering Division West Virginia Division of Highways
1334 Smith Street Charleston, West Virginia 25301
Project Information and Comment Sheets can be found online at our web page:
http://go.wv.gov/dotcomment Click on “Comment on Engineering Project”, then “Open”,
And then click on “I-64 Widening and Improvements”.
CURRENT PROJECT SCHEDULE
Date: May 17, 2016
Feet
Miles
Eastbound (Existing Bridge)
Westbound (Proposed Bridge)
Surface Water Resources 2365 LF of Streams, 0.08 Acres of Wetlands
I-64 Widening and Improvements, Preferred Alternative Impact Listing
Engineering
Prelim. Length of Improvements20,011
Impact Category Downstream Alternate 4
Horizontal Geometry (Minimum Radius Used) 70 mph Design Speed 2291'
3.79
Roadway Configuration 6- (12' Lanes) - 6.85' Inside Shoulders - 10' Outside Paved Shoulders - 12' Total Shoulder Width
4 (12' Lanes) 3-thru lanes 1-auxiliary lane.
4 (12' Lanes) 3-thru lanes 1-auxiliary lane. Bridge Configuration
6.85' Median Shoulder Wdith (12' recommended)
Design Exceptions Required
469' Stopping Sight Distance (730' recommended)
Estimated Project Costs $125 Million
Bridge Geometry (Length/Width)
Existing Bridge = 1400' bridge length, 562.5' Main Span with 375' anchor spans, and an additional 78'
east approach span.
Existing Bridge Clear Width = 64. 25', New Bridge Clear Width = 66'
Financial / Costs
Traffic Operations
Number of Local Roadways Severed None
Historic Resource Impacts No Adverse effect on Historic Resources
Archaeological Sites No Adverse effect on Archaeological Sites
Safety Constraints / ImpactsImproves Safety with the addition of an auxiliary lane between the St. Albans and Nitro Interchanges
and eliminating stop conditions at the St. Albans Interchange.
Human Environment
Residential Displacement (# houses) 0
Billboard (# structures) 0
Industrial Facilities Impacts (e.g. Chemical Plant) 0
Commercial Facilities Impacts (e.g. Businesses) 0
Major (Public) Utility Conflicts / Impacts No
Railroad Involvement CSX Transportation is located under the Kanawha River Bridge
Physical Impacts
Potential Hazard Waste Site(s) Project will be contained within existing R/W in vicinity of Nitro Solutia Site
I-64 WideningCrooked Creek to Nitro (40th St.)
St. Albans InterchangeMay 17, 2016
500 0 500250 Feet
Downstream Widening / Upgrade
Downstream Alternate 4
Westbound ON Ramp
Eastbound OFF Ramp
Eastbound ON Ramp
Westbound ON Ramp
Westbound OFF Ramp
Begin Project
End Project
I-64 WideningCrooked Creek to Nitro (40th St.)
Preferred AlternativeMay 17, 2016
0.5 0 0.50.25 Miles
64
64Putnam County
Kanawha County
Armou
r Cree
k
25
1st A
ve.
Conra
il Rail
road
Exit45
Teays Valley
Nitro
Nitro
Kanawha River
Former City ofNitro Dump
WV Rte. 817
CSX Railroad
Utility Transmission Lines
Little Scary Creek
Rock
step R
un
John AmosFly Ash Pond
Electr
ic Tran
smiss
ion Li
nes
44
33
Bills Creek Rd.Teays Valley Rd.
Gas PipelinesMcClo
ud Rd
.
Electric Transmission Lines33 29
Rock
Step
Rd.
Exit44
40th St.
817
817
Western Section WideningWV Rte. 817 ImprovementsDownstream Widening / UpgradeDownstream Alternate 4
576.
8
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1
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1
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2
670
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9
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5
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1
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7
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5
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0
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2
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2
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7
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2
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9
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8
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5
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3
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5
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5
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8
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5
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1
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9
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3
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9
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7
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3
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4
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4
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4
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5
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6
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7
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7
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8
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0
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0
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0
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0
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3
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4
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4
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6
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7
680
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680
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680.
1
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1
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6
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1
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5
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6
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9
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4
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3
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6
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2
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4
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2
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3
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2
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2
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3
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2
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7
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7
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0
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5
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6
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7
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8
710
710
710
710
710
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710.
9
713.
7
720
720
720
720 720
720
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730
730
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7
660.
7
656.
8
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7
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2
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4
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8
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8
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3
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3
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0
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5
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0
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2
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9
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4
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2
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2
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9
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4
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7
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5
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0
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4
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0
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0
740
740
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7
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5
780
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0
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9
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1
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1
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830840 840
850
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860
860
RO
CK
ST
EP
RU
N
LITTLE S
CA
RY
EXIST ST.
ALB
ANS E
XIT R
AMP
EXIST ST.
ALB
ANS E
NTR
ANCE R
AMP
LIT
TLE
SC
AR
YC
RE
EK
RAMP
SIGN
SIGN
O/H SIG
N
RAMPSI
GN
SIGN
I-64 WBL
I-64 EBL
SIGN
SIGN
RAMP
SIGN SI
GN
RAMP
SIGN
RA
MP
RA
MP
SIGN
SIGN
SIGN
SIGN
O/H SIG
N
MESA DRIVE
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
RA
MP
W.E.
675.3
W.E.
666.5
STEEP GUT BRANCH
30" R
CP
24"
RC
P24"
RC
P
7 X 7 R
CB
C
8 X 7 R
CB
C
36"
CS
P
ROCKS
INVERT
EL. I
N= 60
7.82
TOP E
L.= 616.90
HW
INVERT
EL. I
N= 66
7.01
GRATE
EL.= 66
7.70
DI
INVERT
EL. O
UT= 66
4.05
GRATE
EL.= 66
7.25
DI INVERT
EL. I
N= 65
8.85
GRATE
EL.= 66
1.75
DI
INVERT
EL. I
N= 616.15
TOP E
L.= 62
5.21
HW
18IN. C
MP
16IN. CMP
24IN.
RCP
36IN.
CO
NC.
CU
LV
T.
INVERT
EL. I
N= 65
6.32
GRATE
EL.= 65
8.97
DI
INVERT
EL. I
N= 65
7.96
INVERT
EL. O
UT= 65
8.04
GRATE
EL.= 66
1.85
DI
36IN.
CO
NC.
CU
LV
T.
36IN.
CO
NC.
CU
LV
T.
INVERT
EL. O
UT= 67
0.51
24IN. C
MP
INVERT
EL. I
N= 67
0.73
24IN. C
MP
INVERT
EL. I
N= 66
8.04
GRATE
EL.= 67
1.39
DI
INVERT
EL. O
UT= 66
6.13
GRATE
EL.= 66
8.73
DI
INVERT
EL. I
N= 66
5.53
GRATE
EL.= 67
1.03
DI
INVERT
EL. O
UT= 66
1.26
TOP E
L.= 66
4.38
HW
18IN. CONC. CULVT
INVERT
EL. O
UT= 64
1.31
TOP E
L.= 64
6.71
HW
INVERT
EL. O
UT= 69
1.31
18IN. C
MP
INVERT
EL. O
UT= 69
1.36
16IN. C
MP
INVERT
EL. I
N= 66
9.76
GRATE
EL.= 67
3.56
DI
INVERT
EL. O
UT= 66
9.44
GRATE
EL.= 67
2.24
DI
BOX
INVERT
EL. I
N= 69
2.31
GRATE
EL.= 69
3.81
DI
INVERT
EL. I
N= 69
2.75
GRATE
EL.= 69
3.95
DI
INVERT
EL. O
UT= 68
7.82
8IN. PIP
EIN
VERT EL. I
N= 68
8.41
GRATE
EL.= 68
9.81
DI
INVERT
EL. I
N= 68
8.37
GRATE
EL.= 68
9.77
DI
INVERT
EL. O
UT= 68
7.61
8IN. PIP
E
24IN. CONC. PIPE
INVERT
EL. O
UT= 64
0.98
TOP E
L.= 63
7.55
HW
INVERT
EL. I
N= 64
8.62
TOP E
L.= 65
2.62
HW
24IN. CMP
24IN.
CMP
INVERT
EL. O
UT= 66
0.88
INVERT
EL. I
N= 66
0.88
TOP E
L.= 66
4.38
HW
24IN.
CO
NC.
PIP
E
30IN. PIP
E
INVERT
EL. O
UT (2)=
654.80
INVERT
EL. O
UT (1)
= 65
5.70
INVERT
EL. I
N= 65
4.80
GRATE
EL.= 65
9.70
DI
INVERT
EL. O
UT= 65
6.11
INVERT
EL. I
N= 65
6.11
GRATE
EL.= 66
1.22
DI
(1)
(2)
24IN.
PIP
E
INVERT
EL. O
UT= 65
5.74
INVERT
EL. I
N= 65
5.60
GRATE
EL.= 65
9.12
DI
INVERT
EL. O
UT= 65
3.12
TOP E
L.= 65
6.69
HW
INVERT
EL. I
N= 613.89
TOP E
L.= 617.8
1
HW
36IN.
CO
NC.
PIP
E
INVERT
EL. I
N= 64
1.86
GRATE
EL.= 64
2.42
C IN
LET W/ M
H
INVERT
EL. O
UT= 63
8.87
18IN. C
MP
INVERT
EL. O
UT= 58
6.95
GRATE
EL.= 59
1.15
DI
7F
T.
CU
LV
ER
T
36IN.
CMP
24IN. CMP
DI
24" IN
VERT EL. I
N = 66
8.49
36" IN
VERT EL. O
UT= 66
8.57
GRATE
EL.= 67
4.67
INVERT
EL. I
N = 64
8.79
TOP E
L.= 65
1.97
HW
24IN. CONC. PI
PE
INVERT
EL. I
N= 62
2.46
TOP E
L.= 62
9.46
HW
GRATE
EL.= 69
3.81
DI
GRATE
EL.= 69
3.95
DI
INVERT
EL. O
UT= 613.75
TOP E
L.= 62
2.49
HW
ROCKS
ROCKS
FLAG
FLAG
MH
MH
MH
MH
MH
INVERT=665.7
36"
CMP
INVERT=667.4
36"
CMP
INVERT=669.0
24"
RCP
INVERT=669.4
24"
RCP
INVERT=668.9
DROP INLET
INVERT=670.5
DROP INLET
INVERT=664.2
24"
RCP
INVERT=663.8
24"
RCP
INVERT=689.6
DROP INLET
INVERT=689.5
DROP INLET
INVERT=687.2
15"
CMP
INVERT=687.4
15"
CMP
INVERT=693.8
DROP INLET
INVERT=693.9
DROP INLET
INVERT=691.1
15"
CMP
INVERT=691.2
15"
CMP
INVERT=659.8
24"
RCP
INVERT=658.1
24"
RCP
INVERT=657.8
30"
RCP
INVERT=656.9
30"
RCP
INVERT=651.6
DROP INLET
INVERT=646.2
24"
CMPINVERT=659.5
DROP INLET
INVERT=652.5
30"
RCP
INVERT=655.8
24"
RCP
INVERT=655.8
24"
RCP
INVERT=655.8
24"
RCP
INVERT=613.4
7'x7'
BOX
INVERT=616.0
7'x7'
BOX
INVERT=671.0
DROP INLET
INVERT=661.3
18"
RCP
24"
RCP
LPOLE
LPOLE
LPOLE
LPOLE
LPOLE
LPOLE
LPOLE
LPOLE
LPOLE
LPOLE
665.
666
2061
PIP
36 C
MP
667.
981
2089
PIP
36 C
MP
PIP
24 C
ONC
669.
005
2067
2066
669.
374
PIP
24 C
ONC
668.
850
1001
DID
670.
530
1000
DID
24CONC
1.72
D
663.
765
2091
PIP
24 C
ONC
693.
835
2064
DID
691.
187
2065
PIP
15 C
MP
664.
245
2090
PIP
24 C
ONC
687.
241
2092
PIP
15 C
MP
689.
557
2093
DID 68
9.52
7
2094
DID
687.
370
2095
PIP
15 C
MP
691.
076
2062
PIP
15 C
MP
693.
901
2063
DID
661.
260
1003
PIP
18 C
ONC
DID 67
1.00
0
1002
656.
870
1004
PIP
30 C
ONC
659.
825
2097
PIP
24 C
ONC
657.
820
1005
PIP
30 C
ONC
658.
050
1006
PIP
24 C
ONC
659.
529
2098
DID
655.
765
2096
PIP
24 C
ONC
655.
780
1007
PIP
24 C
ONC
655.
800
1008
PIP
24 C
ONC
613.
368
2116
BLX 7X7
652.
481
2099
PIP
30 C
ONC
616.
020
2119
BLX 7X7
24" RCP
24"
RC
P
24"
RC
P24"
RC
P
24" RCP
30" RCP
24"
RC
P
24"
RC
P
30" RCP
345,000 VOLTSAMOS SPORN 345 LINES
AMERICAN ELECTRIC POWER
345,000 VOLTSAMOS SPORN 345 LINES
AMERICAN ELECTRIC POWER
a 605+00 a 610+00 a 615+00 a 620+00 a 625+00 a 630+00
EQ
NA
HDa 603
+67.0
8
EQ
NB
K603
+85.0
8
500
+00
505+0
0
495+0
5.04
PC
498+23.89
PCC
498+99.95
PT
499+28.25
PC
508
+63.4
5
PT
F:\
Trans\
WV-319
_I6
4Study\
Road
way\
2012
Addendu
m\
Dra
win
gs\
DS_4\
des-S
A-Interchange.d
gn
05\
13\
16 11:5
5:0
4
AM
U320
2013W.V.
Public
Roads
Div.
State
Dist.
No.
State
Project
No.
Federal
Project No.
Fiscal
YearCounty
Sheet
No.
Total
Sheets
0.00
DIVISION OF HIGHWAYS
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
0 REVISION
NUMBER
SHEET
NUMBERREVISION DATE BY
SCALE:
100'
PLAN SHEETDOWNSTREAM ALTERNATE 4
RAMP DC-1
RAMP DD-
1
RAMP DA-4
RAMP DB-4
CUR
VE 1
CURVE 2
CURVE 3
CURVE 4CURVE 1
CURVE 2
CU
RV
E 3
SE = 8.00%
E = 174.17
L = 422.38
T = 323.85
R = 214.00
D = 26°46'25"
} = 113°05'14"LT
PI = 212+41.00
CURVE 2
RAMP DA-4
SE = 2.40%
E = 14.47
L = 479.69
T = 241.00
R = 2000.00
D = 2°51'53"
} = 13°44'32"RT
PI = 202+41.00
CURVE 1
RAMP DA-4
SE = 2.40%
E = 12.04
L = 437.78
T = 219.77
R = 2000.00
D = 2°51'53"
} = 12°32'30"RT
PI = 325+55.15
CURVE 4
RAMP DB-4
SE = 2.40%
E = 6.19
L = 314.24
T = 157.44
R = 2000.00
D = 2°51'53"
} = 9°00'08"RT
PI = 316+99.21
CURVE 3
RAMP DB-4
SE = 4.00%
E = 4.11
L = 183.95
T = 92.22
R = 1032.00
D = 5°33'07"
} = 10°12'45"RT
PI = 217+42.31
CURVE 3
RAMP DA-4
SE = 7.60%
E = 10560.96
L = 925.90
T = 10856.81
R = 300.00
D = 19°05'55"
} = 176°50'04"LT
PI = 414+72.68
CURVE 2
RAMP DB-4
PLN-001.PRNP
LO
TFIL
E:
PL
N-001.
PR
N
400+00
405+00
400
+00.0
0
PC
408+09.00
PCC
408+93.60
PT
200+00
205+00
210+00
215
+00
220
+00
200
+00.0
0
PC
204
+79.6
9
PT
209
+17.15 P
C
213+39.53
PT
216+50.09
PC
218+34.04
PT
305+0
0
310
+00
315+00
320+00
325+00
301+84.12
PC
306
+15.8
6P
RC
318
+56.0
0
PT
323
+35.3
7
PC
327
+73.16
PT
315
+41.7
6P
RC
SE = 6.20%
E = 50.52
L = 431.47
T = 230.37
R = 500.00
D = 11°27'33"
} = 49°28'26"RT
PI = 304+14.49
CURVE 1
RAMP DB-4
100
+00
105
+00
104+5
3.76
PC
107+62.35
PT
RAMP DC-1 408+93.60 B
RAMP DA-4 219+34.15, 16.00' RT
RAMP DAB-4 103+46.34, 5.00' RT
RAMP DD-4 495+05.04 B =
RAMP DB-4 301+84.12 B
RAMP DD-4 500+29.66, 16.00 RT =
L
RAMP DA-4 220+01.32 B
RAMP DAB-4 107+62.35, 5.00 LT =
RAMP DC-1 400+00.00, B
MAINLINE a 614+75.31, 28.00' RT =
RAMP DB-4 327+73.16, B
MAINLINE a 609+71.69, 78.17' LT =
RAMP DD-1 508+63.45, B
MAINLINE a 627+16.01, 29.41' RT =
L
L
L
L
100+00.00 RAMP DAB-4
END STUDY WV 817 & ST. ALBANS I/C RAMPS
BEGIN STUDY DOWNSTREAM ALTERNATE 1
RAMP DD-1 200+00.00, B
MAINLINE a 631+84.26, 109.78' LT =
SE = 7.20%
E = 18.05
L = 308.60
T = 157.05
R = 674.07
D = 8°30'00"
} = 26°43'50"RT
PI = 106+10.81
CURVE 1
RAMP DAB-4
-214/13-NH-
0641(265)EPUTNAM1 2 21
CA R/W
CA R/W
CA R/W
CA R/W
CA R/W
L
L
L
DATE: Mr. RJ Scites, P.E. Director, Engineering Division West Virginia Division of Highways 1334 Smith Street Charleston, West Virginia 25301 DATE: Tuesday, May 17, 2016 LOCATION: Rock Branch Elementary School SUBJECT: INFORMATIONAL WORKSHOP PUBLIC MEETING PROJECT: I-64 Six-Lane Widening U340-64-41.37 NH-0641(318) Putnam County COMMENTS DUE BY Tuesday, June 21, 2016 Please consider the following comments: ____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
____________________________________________________________________________
(Please print the following information)
NAME:
ADDRESS:
ORGANIZATION (IF ANY):
How did you hear about the Informational Workshop Public Meeting?
Project Information and Comment Sheets Can be found online at our WVDOH Website at http://go.wv.gov/dotcomment.
Under Engineering Projects, Open, and then click I-64 Widening.