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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME Luis Rodriguez, P.E. Com fete one Section E for each ke 13. ROLE IN THIS CONTRACT Stormwater/Drainage Design ersan. 14. YEARS EXPERIENCE A. TOTAL B. WITH CURRENT FIRM 9 4 15. FIRM NAME AND LOCATION (City and State) BCC Engineering, Inc., 7300 North Kendall Drive, #400, Miami, Florida 33156 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.B.A., University of Miami, 2004 Professional Engineer, Florida # 63983 B.S.C.E., Universidad de Los Andes, 1999 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications. Organizations, Training. Awards, etc.) Advanced Work Zone Traffic Control FDOT Specifications Package Preparation Training 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED San Marco Island, City of Miami, Florida PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) On-Going I N/A (3) BRIEF DESCRIPTION (Brief scope, size. cost. etc.) AND SPECIFIC ROLE o Check if project performed with current firm Project Manager and Engineer of Record responsible for the design of the drainage system and overseeing the plans a. development for this project. The project involves the drainage analysis and re-design of the drainage system to resolve flooding issues associated with the San Marco Island, a residential neighborhood in the City of Miami. The drainage design includes drainage calculations, hydrologic/hydraulic modeling and development of the drainage design plans. The analysis consists of performing hydraulic calculations for different alternatives for the existing conditions and post conditions using ADICPR; water quality and water quantity permitting calculations; and pre-development and post-development drainage modeling. Project included permitting with Miami-Dade County Department of Environmental Resources Management (DERM) and Florida Department of Environmental Protection (FDEP). (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SR 76 (Kanner Highway) from Port Mayaca (MP 1.810) to West of SR- PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) 710 (MP 9.770), Martin County, Florida, FDOT District 4 On-Going I (3) BRIEF DESCRIPTION (Brief scope, size. cost. etc.) AND SPECIFIC ROLE o Check if project performed with current firm Engineer of Record responsible for the drainage design to include the development of a Mini Drip report, swale re-grading, b. inlet adjustments and resolving erosion issues along the project limits. This 3R project primarily consists of milling and resurfacing with shoulder widening of State Road 76/Kanner Highway for a project length of 7.96 miles. The typical section was a rural two lane undivided roadway consisting of two 12' travel lanes and paved shoulders which vary from 2' to 5' with shallow roadway swales along the outside of the roadway, several cross drains with the ultimate discharge to the St. Lucie Canal (C-44), located along the north side of the corridor. Engineering Design services include the drainage design analysis and preparation of the drainage report for the drainage system (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SR-5/ US-l - From North of Jo-Jean Way to South of Camelot Drive, PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Monroe County, Florida, FOOT District 6 I (3) BRIEF DESCRIPTION (Brief scope. size, cost, etc.) AND SPECIFIC ROLE o Check if project performed with current firm Project Manager and Engineer of Record responsible for generating the scoping report based on the evaluation/analysis of c. the existing corridor, identifying the project needs and providing recommendations based on current FDOT criteria and guidelines. Project consist of the development of a Resurfacing, Restoration and Rehabilitation (3R) Scoping Report for US-1 from North of Jo-Jean Way to South of Camelot Drive. The project is based on the improvements to the evacuation time for the Florida Keys to reduce it to less than 24 hours and based on the improvements to the pavement conditions along the project segment. In addition, report includes an evaluation of the possibility of accommodating a third north-bound lane to be used during evacuation conditions only. STANDARD FORM 330 (6/2004) PAGE 13