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• discrimination under any program or activity for which Indian River County receives state financial assistance. 3. The work will be conducted in compliance with the Americans With ® Disabilities Act of 1990,42 U.S.C. 12101 et. seq. and the Regulations adopted pursuant to that act, to the extent required by the law. 4. In accordance with Section 616.255(2), Florida Statutes, the ® COUNTY encourages the DESIGNBUILDER to the greatest extent possible, to give consideration to increasing the number of • subcontractors/vendors that are minority businesses. THE DESIGNBUILDER and subcontractors must comply with FS 287.133 (3)(a) on Public Entity Crimes and will submit to the COUNTY a sworn statement of compliance for each fiscal year that any agreement is in effect. COUNTY inspectors will make periodic on-site inspections. The COUNTY reserves the right to inspect any books, documents, records, and papers involving transactions related to the project. B. Preliminary Site Plan Development - Part 1 Agreement Currently, the Indian River County CR512 bridges spanning the Fellsmere Farms Water Control District Park Lateral Canal and Lateral "U" Canal are in need of replacement to accommodate State legal vehicle loads in accordance with FDOT and AASHTO Bridge Loading Criteria. The DESIGNBUILDER shall develop a preliminary development plan to replace both bridges. The plan shall include a plan view and elevation, bridge component types, preliminary drawings, preliminary material specifications, permits required, relocation of utilities, and related work. The existing bridges are to be completely removed and replaced. The existing bridges can be closed from June 1, 1999 to Sept. 15, 1999. If construction occurs before or after these dates, a by-pass structure or detour must be provided no longer than one mile total detour distance, or as agreed upon by the COUNTY. The DESIGNBUILDER must meet with Fellsmere Farms Water Control District staff and/or Board, City of Fellsmere, representatives of Sun AG, and COUNTY staff for preliminary direction. The bridges shall include at least the following: (1) Two 12' wide lanes for two-way traffic. (2) 8' wide paved shoulders. (3) 6' wide sidewalk one side. (4) Utility shelves - both sides. (5) Debris pile upstream side each bent. (6) Approach slabs, approach roadway, curbing, and guard rail as required. Bridge design criteria shall be based on AASHTO standard Specifications for 75 year design life and may be precast, prestressed concrete piling, precast, prestressed concrete deck slab units, low maintenance, expandable to five lanes or alternate construction systems shall be considered as long as low maintenance and design life are similar. A preliminary design development report will be submitted at the end of this phase for approval by the Public Works Director. The report shall contain preliminary design drawings, material specification meeting FDOT Standards, design, construction, and permitting, schedules, and a guaranteed maximum price for final design and construction services. Deviations from the COUNTY'S program will be stated in the report. If the proposal is accepted by the COUNTY, the 5