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EDUCATION <br /> University of Central Florida, B.S.C.E., Civil Engineering(1990) <br /> Summa Cum Laude <br /> REGISTRATIONS <br /> Registered Professional Engineer, Florida P.E. No. 44077 <br /> AFFILIATIONS <br /> American Society of Civil Engineers <br /> Florida Engineer Society <br /> Mr. Mark P. Neiman, P.E., has 40 years of professional experience. He began his career as a drafter for <br /> District Five of the Florida Department of Transportation(FDOT). Mr. Neiman has extensive experience in <br /> the planning, design and project management of transportation and drainage-related projects in Florida. <br /> This includes highways and roadways, pedestrian and bicycle facilities, urban storm sewer, rural drainage <br /> systems, retention ponds, large-and small-basin studies, horizontal and vertical geometrics,water, sewer, <br /> traffic and traffic signal design,preparation of construction plans and related bid documents,cost estimates, <br /> utility planning and coordination and construction supervision and inspection. He has directed public <br /> involvement and public meetings, determined and assisted with right of way acquisition, prepared <br /> specifications, related bid documents and cost estimates. <br /> RELEVANT EXPERIENCE <br /> Project Manager and Engineer of Record,Group 99-8 Roadway Widening and Resurfacing Projects <br /> FDOT,District 3 Chipley,FL: Served as Project Manager and Engineer or Record(4 Projects in contract) <br /> for final construction plans, for widening, milling & resurfacing, pavement design, intersection and safety <br /> improvements, including turn lanes, drainage improvements and permitting on four separate Vane rural <br /> roadways in District 3. <br /> Project Manager,Engineer of Record,and Utility Coordinator SR 816(Oakland Park Blvd.),Turnpike <br /> Overpass to SR 7, FDOT District 4 Broward County FL: Mr. Neiman directed the design of a of one- <br /> mile widening and resurfacing project. The project was located within a medical facilities district including <br /> a laser eye surgery center and a hospital. Extensive coordination was necessary to develop special <br /> conditions that were required to limit vibrations and noise. Special pavement design analysis was also <br /> required to eliminate vibratory compaction.Special consideration was necessary during development of the <br /> Maintenance of Traffic plan to ensure that emergency services access to the hospital would not be impeded. <br /> Transit facilities along the route required coordination with several agencies to accommodate relocation of <br /> bus shelters and improvements necessary to comply with current ADA requirements. Curb returns and <br /> cross walks also required upgrading to meet current ADA requirements.Seven traffic signal locations were <br /> upgraded to Mast Arm installations. Coordination with local permitting agencies resulted in the need to <br /> design innovative shallow onsite stormwater treatment areas in order to meet local County stormwater <br /> regulations. Existing storm sewers were evaluated for de-silting and capacity and the roadway widening <br /> areas were evaluated for spread.Several special structures were necessary to accommodate the widening <br /> of the roadway. Special profiles were developed to provide proper gutter grades and meet spread <br /> requirements. Existing conditions at the Turnpike overpass required special guardrail design in order to <br /> upgrade and replace existing guardrail installations on the bridge ends and approaches. <br /> Project Manager Engineer of Record and Utility Coordinator,SIR AlA,Old Dixie Highway to East of <br /> the North Causeway Bridge,FDOT District 4,Ft Pierce,FL: Mr.Neiman directed the design of this one- <br /> half-mile widening and resurfacing project. The project included design and preparation of construction <br /> plans for improvements on both sides of the North Causeway Bridge in Ft. Pierce, Fl. The Improvements <br /> included adding left turns on the west approach to Old Dixie Highway and a right turn lane and raised <br /> median on the west approach then tapering down to two lanes at the bridge. Sidewalk and curb ramp <br /> improvements to meet ADA requirements were also included. Drainage design included a closed storm <br /> sewer system with numerous inlets due to flat grades prior to the bridge and the steep grades coming off <br /> 27 <br />