CR 46A Realignment (Section 5)

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Presentation transcript:

CR 46A Realignment (Section 5) From North of Arundel Way to Wekiva Parkway Lake County Board of County Commissioners May 21, 2013

Project History Design of Wekiva Section 5 (CDM Smith project ) – completed Fall 2014 Design of Wekiva Section 5 (CDM Smith project ) – began Winter 2013

Project History October 2007 – Lake County BOCC Approved PD&E Preferred Alternative January 2012 – FDOT Agreed to Consider Alternative Alignments May 11, 2012 – Approved FONSI received from FHWA December 2012 – Design Traffic Technical Memorandum Completed February 4, 2013 – Notice-to-Proceed for Design FONSI Selected Build Alternative

Project Status – Lake County Sections FDOT Section 3A – Design began in May 2013 FDOT Section 3B – Design to reach 30% plans in May 2013 FDOT Section 5 – Design began February 4, 2013 FDOT Section 6 – Design began April 30, 2013 FDOT Section 4A & 4B – Clearing & grubbing started in February

2-Lane Divided Typical Section Future Inside Lanes with 40-ft Median

2-Lane Undivided Typical Section Future Northbound Lanes

Project Description SR 46 Widening to Wekiva Parkway Four-lane, divided roadway along existing SR 46 Accommodates bike lane Terminates at Wekiva Parkway interchange Typical section to be developed once design alternative is selected Access to adjacent properties to be evaluated during design

OOCEA SECTIONS Alignment Alternative 1 (Similar to PD&E Alternative 1A) OOCEA SECTIONS Modifies access to properties along existing CR 46A Requires relocation of Hojin Street connection to CR 46A

OOCEA SECTIONS Alignment Alternative 3 (Similar to PD&E Alternative 1B) OOCEA SECTIONS Provides continuous movement for higher volume road. Does not require relocation of Hojin St. connection to CR 46A

OOCEA SECTIONS Alignment Alternative 2 Reduces impacts to floodplains Divides affected parcels Reduces limits of reconstruction of existing CR 46A OOCEA SECTIONS

OOCEA SECTIONS Alignment Alternative 4 Reduces impacts to floodplains Divides affected parcels Reduces limits of reconstruction of existing CR 46A Provides continuous movement for higher volume road.

OOCEA SECTIONS PD&E Alignment Alternative 1C Alternative 1C Violates Wekiva Parkway and Protection Act Impacts floodplains and connection to Droty Springs Requires additional wetland mitigation Requires remediation of karst features/sinkholes Reduces limits of widening along existing SR 46 OOCEA SECTIONS Alternative 1C

Evaluation Matrix

FDOT Recommendation The Florida Department of Transportation recommends that the Lake County Board of County Commissioners adopts Alternative 2 of the CR 46A Realignment (Wekiva Parkway – Section 5), which includes the following elements: Westerly Alignment Additional Buffer Along West Right of Way Line Depressed Profile Continuous Movement for CR 46A with existing SR 46 terminating at a “T” intersection with CR 46A

For More Information: Mary Brooks Public Involvement Coordinator C: 407-694-5505 E: Info@wekivaparkway.com W: www.wekivaparkway.com