Alex Hagen, P.E.
WisDOT Project Manager
Public Involvement Meeting No. 1
November 8, 2018
City of Stoughton, West Main Street US 51 Hoel Avenue Page Street - - PowerPoint PPT Presentation
City of Stoughton, West Main Street US 51 Hoel Avenue Page Street Alex Hagen, P.E. WisDOT Project Manager Public Involvement Meeting No. 1 November 8, 2018 Presentation Outline Project Area Project Purpose and Need Project
Public Involvement Meeting No. 1
November 8, 2018
Hoel Avenue Jefferson Street King Street Rowe Street Nora Street Gjertson Street Van Buren Street Harrison Street Monroe Street Madison Street Prairie Street Page Street Jackson Street Yahara River
NORTH
This project will address current concrete pavement distresses and evaluate curb ramp design, within existing right of way, for Americans with Disabilities Act (ADA) compliance until a long-term US 51 pavement reconstruction can be pursued.
Hoel Avenue Jefferson Street King Street Rowe Street Nora Street Gjertson Street Van Buren Street Harrison Street Monroe Street Madison Street Prairie Street Page Street Jackson Street Yahara River
NORTH
4-5’ 4-5’ 12’ 12’ 12’ 12’ ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT TO REMAIN BASE COURSE TO REMAIN CURB AND GUTTER TO REMAIN SIDEWALK TO REMAIN PROPOSED SECTION
4-5’ 4-5’ 12’ WORK ZONE 12’ MEDIAN
WB EB
4-5’ 4-5’ 11’ 11’ 12’ 12’ WORK ZONE 2’ 1’
Hoel Avenue
King Street Rowe Street Pine Street Nora Street Gjertson Street
NORTH
Open at all Times Closed During Stage 2 Alternate Closings One road needs to stay open while other is closed Limited Closing ~10 Calendar Days
WB EB
4-5’ 4-5’ 11’ 11’ 12’ 12’ WORK ZONE 2’ 1’
Jackson Street Gjertson Street Van Buren Street
NORTH
Open at all Times Closed During Stage 3 Alternate Closings One road needs to stay open while other is closed Limited Closing ~10 Calendar Days
Hoel Avenue Jefferson Street King Street Rowe Street Nora Street Gjertson Street Van Buren Street Harrison Street Monroe Street Madison Street Prairie Street Page Street Jackson Street Yahara River
NORTH
5.5-inches HMA 6-inches Base Aggregate Dense 10-inches Select Crushed Material
4-5’ 4-5’ 10’ 10’ 10’ 10’ ASPHALT PAVEMENT BASE AGGREGATE DENSE SELECT CRUSHED MATERIAL CURB AND GUTTER TO REMAIN SIDEWALK TO REMAIN PROPOSED SECTION
Monona Deerfield Stoughton McFarland
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Alex.Hagen@dot.wi.gov