Frontage Lanes Alternative Six-Lane Roadway Two-Lane, One-Way Frontage Lanes Close All Median Openings w/ Concrete Median Barrier Construct Within Existing Right-of-Way
Status Update Construction started July 2012 Estimated project completion March 2015 Median openings have been closed Enterprise Blvd. intersection closed Access to businesses and communities is provided using 2-lane, one-way frontage roads
/ Enterprise Road Intersection Alternatives Existing Proposed Enterprise Road 0.9 Miles Countryside Blvd N W E S
FREE FLOW U-TURN REPLACING MEDIAN OPENINGS FREE FLOW U-TURN REPLACING MEDIAN OPENINGS SUNSET POINT ROAD SR 55 (U.S. 19) MCCORMICK DR. CLOSED MEDIAN OPENINGS FIRST AVE. Average southbound median opening traffic delay under existing conditions 184.1 sec/veh. ENTERPRISE ROAD *Note: Sunset Point u-turn travel time is estimated. Average travel time for southbound traffic taking Sunset Point u-turn 260.2 seconds.
MEDIAN CLOSURE AT CYPRESS POINT SHOPPING CENTER VILLAGE DRIVE ALTERNATE ROUTE TO CYPRESS POINT SHOPPING CENTER FOR SB U.S. 19 CYPRESS POINT SHOPPING CENTER
From North of SR 580 (Main St.) to North of CR 95
From North of SR 580 (Main St.) to North of CR 95 Removal of Traffic Signals: Republic Drive and Curlew Road Uninterrupted traffic flow from 49 th Street to Tampa Road Access to local businesses along frontage roads Funding: Design only New Overpass north of Boy Scout Drive New Interchange Curlew Road
From North of SR 580 (Main St.) to North of CR 95 Typical Section Six-Lane, Controlled Access Facility with Frontage Roads Urban Arterial SIS & FIHS Facility Posted Speed: 55 MPH mainline, 40 MPH frontage roads
From North of SR 580 (Main St.) to North of CR 95 Typical Section (Curlew Road) Six-Lane, Urban Arterial Posted Speed: 45 MPH Addition of Bike Key Holes through Intersection
From North of SR 580 (Main St.) to North of CR 95 Overpass North of Boy Scout Drive: U-Turn Movements Pedestrian Crossing Located at Midpoint for Circulation Located to Minimize Conflicts
From North of SR 580 (Main St.) to North of CR 95 Curlew Road Interchange: Dual Left Turn Lanes Dedicated Right Turn Lanes U-Turn under Elevated Section
Gandy Blvd. SR 694 from U.S. 19 to East of 4 th St. 2002 PD&E Study Corridor divided into 4 Segments FPID 257086-1: Segments A, B and part of C FPID 256931-2: Part of Segment C and Segment D
Gandy Blvd. SR 694 from U.S. 19 to East of 4 th St. FPID 257086-1, Gandy Boulevard from east of to east of I 275 Reconstruction of Gandy Boulevard Length: 1.6 miles No Funding for Design or Construction Estimated Construction Cost: $ 49.6 Million FPID 256931-2, Gandy Boulevard from west of Martin Luther King Jr. Street to east of 4 th Street Design/Build Execution on or before March 29, 2013 Improve safety, reduce congestion, accommodate future traffic demands. Controlled Access with Frontage Roads Pedestrian and Bicycle Accommodations Length: Approximately 2.5 miles Bid Price Proposal $ 82.9 Million
Gandy Blvd. From North of SR SR 694 580 from (Main U.S. St.) 19 to to North East of CR 4 th St. 95 FPID 256931-2 Gandy Blvd. from west of Martin Luther King Jr. St. to east of 4 th St. End Project Begin Project
Gandy Blvd. From North of SR SR 694 580 from (Main U.S. St.) 19 to to North East of CR 4 th St. 95 Typical Section Six-Lane roadway from west of MLK Jr. St. to the MLK Jr. St. bridge Four-Lane roadway from the MLK Jr. St. bridge to east of 4 th St.
Gandy Blvd. From North of SR SR 694 580 from (Main U.S. St.) 19 to to North East of CR 4 th St. 95 Proposed Improvements Overpass locations at 94 th Ave. N., MLK Jr. St. N., and Roosevelt Blvd./4 th St. Pedestrian and Bicycle Accommodations
Gandy Blvd. From North of SR SR 694 580 from (Main U.S. St.) 19 to to North East of CR 4 th St. 95