Item No. 5-353.00 | February 2019

Project Status Update

Widen English Station Road from West Aiken Road to Avoca Road

Jefferson County

PHASE 1A and PHASE 1BPHASE 1A and PHASE 1B LEGEND PHASE 1A Construction PHASE 1B Construction

MAINTENANCE OF TRAFFIC PLANPHASE 1 - Temporary Pavement and North English Station Road Construction

PHASE 1A PHASE 1B

No change in the normal traffi c patterns required. • All utility and offl ine drainage along the west of North English

Station Road.• Shared entrance on west side of North English Station Road.• Temporary pavement on west side of North English Station

Road, just south of Old Henry Road.• Temporary pavement on the north side of Old Henry Road.

No change in the normal traffi c patterns required.• Temporary pavement on the east side of North English

Station Road from West Aiken Road to East Aiken Road. • Proposed North English Station Road from East Aiken Road

to Avoca Road.• The east portion of the proposed Chenoweth Run Culvert.

PHASE 2 – North English Station Road and Old Henry Road Construction

No change in the normal traffi c patterns other than traffi c between West Aiken Road and East Aiken Road will be restricted to one lane traffi c in the SB direction only. • The west portion of proposed North English Station Road from West Aiken Road to just north of East Aiken Road.• The west portion of proposed North English Station Road from just south of Chenoweth Run to Old Henry Road.• The west portion of the proposed Chenoweth Run Culvert• The south portion of Old Henry Road.

PHASE 3 – North English Station Road, East Aiken Road, and Old Henry Road Construction

PHASE 3A PHASE 3B

Normal traffi c patterns will resume, except traffi c along East Aiken Road will be detoured to the Bush Farm Road and East Aiken Road intersection. • Proposed East Aiken Road• The west portion of North English Station Road north of Old

Henry Road.• The north portion of Old Henry Road.

Normal traffi c patterns will resume for all locations. • The east portion of North English Station Road from West

Aiken Road to East Aiken Road.• Remaining curb and gutter and Shared Use Path on the east

side of North English Station Road.

PHASE 2PHASE 2 LEGEND PHASE 2 Construction Temporary Completed

PHASE 3A and 3BPHASE 3A and 3B LEGEND PHASE 3A Construction PHASE 3B Construction Completed

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INTRODUCTIONThe information contained in this handout describes the current design, impacts and status for a project to improve English Station Road between West Aiken Road and Avoca Road. This informational handout depicts the design changes implemented since the project was last presented to the public in 2001. The original project proposed widening the existing 2-lane roadway to 5-lanes to increase capacity, mobility and safety. The increased roadway width along this highly developed corridor generated excessive right-of-way and utility impacts, including the potential relocation of a 60” water main running parallel to the existing roadway. The costs and impacts associated with the proposed widening were not feasible. Design changes have been implemented to reduce the overall impacts, including coordination efforts with the Louisville Water Company to avoid relocation of the 60” water main. Two signifi cant design changes have enabled the project to move forward: 1) reduction in the proposed roadway width from the original 5-lane to a 3-lane roadway facility and 2) an alignment shift between East Aiken Road and Chenoweth Run to minimize impacts to the 60” water line. These changes and others are identifi ed in EXHIBIT 1 at the bottom of the page.

PURPOSE AND NEEDThe proposed project is to improve traffi c operations and safety by providing a wider roadway confi guration to increase capacity and improve the roadway’s level of service. Reconstruction of English Station Road will create safer turning movements and eliminate sight distance defi ciencies.

PROJECT OVERVIEWEnglish Station Road between West Aiken Road and Avoca Road varies in width from 21 to 24 feet with minimal shoulders and a posted speed limit of 35 MPH. The proposed project will provide an improved link between the existing 3-lane segments immediately north and south of the project. The project includes the installation of new traffi c signals at the East Aiken Road and Old Henry Road intersections and incorporates shared-use facilities for pedestrian and bicycle use. The proposed roadway section is depicted in EXHIBIT 2 at the top of the next page. After construction is completed, the roadway will be incorporated into the state highway system as KY 3084. KY 3084 will begin at the intersection with US 60 (Shelbyville Road), continuing along North English Station Road and Old Henry Road to the Oldham County Line. There is a future project to continue the route, KY 3084, with its eventual termination at KY 362 in Oldham County.

PROJECT SCHEDULEThe project is currently in the Final Design phase with Right-of-Way Plans being fi nalized. Based on schedule and available funding, Right-of Way acquisition and Utility relocations may begin as early as Spring 2019 at which time the property owners will be contacted by the Kentucky Transportation Cabinet (KYTC) to begin negotiation.Current Transportation Budget for Item No. 5-353.00

Contact Person:Keith Downs, Project Manager

Kentucky Transportation Cabinet District 5 Offi ce Telephone: (502)-210-54008310 Westport Road Fax: (502)-210-5494P.O. Box 22129 E-mail: Keith.Downs@ky.govLouisville, KY 40242-3042

Authorized Authorized Authorized Estimated

Phase FY 2013 FY 2014 FY 2017 FY 2020 Total

Right-of-Way $1,000,000 $1,200,000 $2,200,000

Utility $1,365,000 $450,000 $1,815,000

Construction $6,400,000 $6,400,000

11’Drive Lane

13’Two Way Left Turn Lane

11’Drive Lane

2’ 2’2’ 5’ 5’ 5’10’3’

English Station RoadNormal Section with Shared Use Path

Standard Curb & GutterStandard Curb

& Gutter

-Use PathSidewalk Grade Point

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Site Map

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362OLDHAM COUNTY

JEFFERSON COUNTY

ITEM NO. 5-353.00Widen English Station Road

Project Length 0.8 mile

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LEGENDSHARED - USE PATH will be on east side of English Station Road, while the SIDEWALK will be on the west side of roadway.

WARNING SIGNALS will be updated at RJ Corman railroad crossing.

SUMMARY OF PROJECT CHANGES

Design Elements Previous Project Current Project

Design Speed 45 MPH 35 MPH

Number of Lanes

Initial 3-lane build along existing alignment with 5-lane ultimate R/W.

3 lanes (2-11 ft. driving lanes and 13 ft. two way left turn lane).

Roadway Surface Asphalt Concrete

Mulitmodal Accommodations

Purchase for potential future capacity.

5’ Sidewalk on west, 10’ Shared Use Path on east.

AlignmentFollowed existing centerline entire length.

Alignment shift to the east from East Aiken Rd for approximately 1000’ then back to existing.

Signals NoneTwo new signals (at E Aiken Rd. and Old Henry Rd).

Right-of-WaySubstantial acquisition, S&S Tool was impacted.

Reduced impacts with a 3-lane roadway and 35 MPH design.

UtilitiesSubstantial relocations (expensive and time consuming).

Minimized relocations, especially the 60” water main under the roadway.

Railroad CrossingProject terminated just south of railroad crossing.

Warning devices are not consistent with current standards and will be replaced.

Proposed Roadway Section