The Gateway Expressway FTBA Conference February 2-3, 2017
256996-1 SR 686 (Roosevelt Blvd.) at CR 611 (49th St. N) PD&E 256866-1 Segment 2A 256997-1 SR 686 (Roosevelt Blvd.) from 49th St. Bridge to north of SR 688 (Ulmerton Rd.) PD&E 256866-1 Segment 2A 256995-1 SR 686 (Roosevelt Blvd.) from 49th St. Bridge to north of SR 688 (Ulmerton Rd.) PD&E 256866-1 Segment 2A 424501-2 I-275 from South of Gandy to N. of 4th St. PD&E 424501-1 413622-2 CR 296 (Future SR 690) from US 19 to East of SR 686 /CR 296 Connector PD&E 413622-1 256994-3 SR 690 (SR 686) from East of 40th St. N. to East of 28th St. N. PD&E 256866-1 Segment 4
Bayside Bridge NON-TOLLED EXPRESSWAY NON-TOLLED St. Pete Clearwater International Airport Ulmerton Rd 49 th St N 11818 th Ave EXPRESSWAY NON-TOLLED NON-TOLLED
Bayside Bridge St. Pete Clearwater International Airport Largo Ulmerton Rd 49 th St N Unincorporated 11818 th Ave St. Petersburg Pinellas Park
Project Timeline Official Ad July 19 th, 2016 Letters of Interest Due August 18 th, 2016 Post Shortlist October 3 rd, 2016 Alternative Technical Concept #1 November 16 th, 2016 Alternative Technical Concept #2 December 15 th, 2016 Alternative Technical Concept #3 January 18 th, 2017 Alternative Technical Concept #4 February 14 th, 2017 Technical Proposals Due February 28 th, 2017 Price Proposals Due (Letting) April 20 th, 2017 Design-Build Team Selection April 25 th 2017 Notice to Proceed June 5 th, 2017 Shortlisted Firms: Archer Western/DeMoya/BCC Granite/Ajax/Atkins Skanska/Parsons
Project Scoring 2 Phase adjusted Score Technical Score - Phase I= 20 points (Letter of Interest) - Phase II: 80 points (Technical Proposal Score) Final Adjusted Score = (Bid Price Proposal + (Proposed Contract Time x Time Value Cost))/Technical Score Contract will be awarded to the lowest final adjusted score
Project Data Construction Funding: $444.6 Million Stipends: $915,705 per eligible team Total Incentive/Disincentive: $11.0 Million Project Completion I/D: $8M max Detour Rental I/D: $3M max Maximum Contract Duration: 1500 days Contractor to submit final contract time Disadvantaged Business Enterprise goal: 10% DBE Aspirational Goal 3% Non-DBE Small Business Aspirational Goal
Project Data In order to share the most up to date information with the industry, we have created an FTP site to download files. Please keep checking the FTP site on a regular basis. https://ftp.fdot.gov/file/d/ftp/fdot%20lts /d7/procurement/db/e7j46
Right-of-Way Acquisition anticipated to be completed by construction Notice To Proceed Replace photo with something better
FHWA Gateway PD&E Finalized I-275 PD&E Pending Noise wall locations finalized on I-275
Landscape Landscape opportunity plans - Design-Build team will identify areas of opportunity Design and Installation will be complete by a separate project
Tolling Governed by Florida s Turnpike Enterprise 3 Gantry locations Toll Type: - Static - Variable 49 th St N 11818 th Ave St. Pete Clearwater International Airport Ulmerton Rd
Master Signing Plan Shows required sign messages and approximate locations Design-build team to determine exact locations
Airport Coordination Airport Access Design-Build Firm will construct: - Reverse Access Road, stormwater system, the permanent barrier/fronting wall between Roosevelt Boulevard and the reverse access road, the new airport entrance at Terminal Blvd, all airport ponds, the lighting system, the permanent roadway connection at Fairchild Drive, and all affected utility work - Complete within 18 months from NTP PIE Construction Project beginning Summer 2017
Construction Maintenance of Traffic No concurrent lane closures in the same direction on 118th Ave and Ulmerton Rd Detour Restrictions - Detour Rentals Lane Closure Restrictions - Damage Recovery Pedestrian/Bike MOT
Structures Bridges 26 Bridges in Total 19 new bridges 6 bridge widenings 1 bridge barrier replacement
Structures Miscellaneous Structures Permanent and Temporary Walls Noise Walls Cantilever Signs, Overhead Signs, Mast Arms ITS and Toll Gantry
Structures Project Requirements Bridge piers are not permitted in the median of US 19 Envelope for future light rail corridor on south side of Ulmerton Road shall be maintained Overhead span and cantilever sign structures shall be tri-chord
Structures Construction Challenges Potential conflicts of US 19 flyover foundations with relocated FGT gas line Limitations with Duke Transmission lines at 49th Street North and 43rd Street North Innovative construction methods required for 118th Avenue Viaduct and SR 686 flyovers Existing Slurry Walls at the Pinellas Co. Landfill site - Construction of 34th Street North bridge must not compromise functionality of slurry walls
Structures Aesthetics Project Aesthetic Requirements are an attachment to the RFP - Bridge Aesthetics - Aesthetic Level 2 prescribed for a majority of the bridges - Portions of flyover ramps over US 19 will be closed box shape girder(s) - Weathering steel is not permitted in this project - Steel girders shall be painted with a high performance coating system - All bridge drain piping shall be hidden from view - Acrylic Coating shall be applied to all new bridges - Wall Aesthetics - MSE wall aesthetics guided primarily by US 19 corridor - MSE walls along I-275 guided by Gandy D/B project
Drainage Overall Drainage Watersheds: Cross Bayou Roosevelt Creek Sawgrass Lake Current Conceptual Design Includes: - 23 Local Roadway Drainage Basins - 12 New Stormwater Management Facilities - 14 Existing Ponds - 3 Floodplain Compensation Sites
ITS Intelligent Transportation Systems This Project will install approximately: 18 miles of conduit and fiber 37 MVDS units 20 CCTV units 21 electronic message signs
Utilities Multiple utilities involved 3 UWHCA Design Build Firm will be responsible for utility coordination