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'~) C [ T Y SUN N Y ISLES BEACH o F CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS Senior Drainage Engineer responsible for quality control and review of drainage design that included exfiltration trench design, storm sewer design and analysis, box culvert and cross drain analysis, and design of roadside swales for dry detention areas. He was also responsible for the stormwater permitting. ) SR.80 DESIGN EAST, PARKER AVENUE TO AUSTRALIAN AVENUE, WEST PALM BEACH, FL- FDOT DISTRICT 4 Drainage Design Engineer for 0.75 mile widening project. Analysis involved exfiltration trench design, storm sewer design and analysis, coordination with other SR-80 design projects and stormwater permitting. He also provided post construction drainage services. SR 80.DESIGN WEST, EAST OF KIRK ROAD TO WEST OF HAVERHILL BOULEVARD, WEST PALM BEACH, FL- FDOT DISTRICT 4 Senior Drainage Engineer - He was responsible for all drainage aspects for the team providing the complex engineering design and permitting services for SR-80 from west of Haverhill Road to east of Kirk Road. The program included five bridges with retaining walls and a 2,500 foot bulkhead along the north side of the C-51 Canal. He also provided post construction drainage services. SR.710/BEELlNE HIGHWAY DESIGN (EAST AND WEST) - FDOT DISTRICT 4 Senior Drainage Engineer for the design of two new construction/widening projects. The combined length of both projects was 5.33 miles. The western project consisted of the addition of two new lanes to provide a four-lane divided rural roadway, along with the replacement of the existing two-lane bridge and the construction of a new two-lane parallel bridge. The eastern project consisted of the new construction to provide a four-lane divided urban roadway. He was responsible for the drainage design, stormwater management and permitting. Mr. Boyer also obtained a water use permit for irrigation from wells and provided post construction drainage services. SR.5/US.1IMPROVEMENT - FOOT DISTRICT 4 Senior Drainage Design Engineer on this 2.9 mile road improvement project in St. Lucie County. Analysis involved exfiltration trench design, storm sewer design and analysis, cross drain analysis and coordination with St. Lucie County on the design of three regional stormwater ponds. He was responsible for all of the drainage permitting. He also provided post construction drainage services. LE JEUNE ROAD FROM SR.836 TO NW 21st STREET (MIAMIINTERMODAL CENTER, 106.1) MIAMI, FL - FOOT DISTRICT 6 Senior Drainage Design Engineer for the relocation of the existing six-lane road and new construction of the connector- distributor road and connecting ramps as part of the Miami Intermodal Center associated with Miami International Airport. Analysis included urban storm sewer design, exfiltration trench design, interconnected dry retention ponds design and stormwater permitting to FOOT District 6 standards. He also provided post construction drainage services. TURNPIKE MAINLINE WIDENING FROM NORTH OF SUNRISE BOULEVARD TO ATLANTIC BOULEVARD, BROWARD COUNTY, FL - FLORIDA'S TURNPIKE ENTERPRISE Senior Drainage Engineer responsible for all aspects of the drainage design and permitting of 6.5 miles of widening that included three bridge widening, two bridge replacements and a toll plaza modification to accommodate widening from six-lanes to eight-lanes. Drainage analysis involved slotted trench and exfiltration trench, storm sewer design and analysis; box culvert and cross drain analysis, and both wet and dry retention stormwater management designs. Bridge Hydraulics analyses were completed for each bridge. He also provided post construction drainage services. This project was also broken into northbound and southbound sections for construction to allow for relocation of two high pressure gaslines. Both sections had to be repermitted individually. TURNPIKE LAKE WORTH ROAD TO OKEECHOBEE BOULEVARD - FLORIDA'S TURNPIKE ENTERPRISE Senior Drainage Engineer responsible for all aspects of the drainage design and permitting of widening from six-lanes to eight-lanes. Drainage analysis involved slotted trench and exfiltration trench, storm sewer design and analysis; box culvert and cross drain analysis, and both wet and dry retention stormwater management designs, as well as all drainage permitting responsibilities. Two bridge hydraulics analyses were performed, one over the C-51 canal and another over an L WOO canal. TURNPIKE HEFT TO JOHNSON STREET - FLORIDA'S TURNPIKE ENTERPRISE Senior Drainage Engineer responsible for all aspects of the drainage design and permitting of 2.1 miles of widening that included the Hollywood Boulevard Interchange and was designed to accommodate widening from six-lanes to eight- lanes. Drainage analysis involved slotted trench and exfiltration trench, storm sewer design and analysis, box culvert and cross-drain analysis, and both wet and dry retention stormwater management designs, as well as all drainage permitting responsibilities. This project was also broken into northbound and southbound sections for construction to allow for relocation of two high pressure gas lines. Both sections had to be repermitted individually. [I~~ R .J.Behar R. J. BEHAR & COMPANY, INC. I RFQ No. 11-11-02 17