05/23/2017 (2) - Laserfiche WebLink

Home Browse Search

EDUCATION University of Central Florida, B.S.C.E., Civil Engineering (1990) Summa Cum Laude Registered Professional Engineer, Florida P.E. No. 44077 AFFILIATIONS American Society of Civil Engineers Florida Engineer Society Mr. Mark P. Neiman, P.E., has 40 years of professional experience. He began his career as a drafter for District Five of the Florida Department of Transportation (FDOT). Mr. Neiman has extensive experience in the planning, design and project management of transportation and drainage -related projects in Florida. This includes highways and roadways, pedestrian and bicycle facilities, urban storm sewer, rural drainage systems, retention ponds, large- and small -basin studies, horizontal and vertical geometrics, water, sewer, traffic and traffic signal design, preparation of construction plans and related bid documents, cost estimates, utility planning and coordination and construction supervision and inspection. He has directed public involvement and public meetings, determined and assisted with right of way acquisition, prepared specifications, related bid documents and cost estimates. .RELEVANT EXPERIENCE Project Manager and Engineer of Record, Group 99-8 Roadway Widening and Resurfacing Projects FDOT, District 3 Chipley, FL: Served as Project Manager and Engineer or Record (4 Projects in contract) for final construction plans, for widening, milling & resurfacing, pavement design, intersection and safety improvements, including turn lanes, drainage improvements and permitting on four separate 2 -lane rural roadways in District 3. Project Manager, Engineer of Record, arid Utility Coordinator SR 816 (Oakland Park Blvd.), Turnpike Overpass to SR 7, FDOT District 4 Broward County FL: Mr. Neiman directed the design of a of one - mile widening and resurfacing project. The project was located within a medical facilities district including a laser eye surgery center and a hospital. Extensive coordination was necessary to develop special conditions that were required to limit vibrations and noise. Special pavement design analysis was also required to eliminate vibratory compaction. Special consideration was necessary during development of the Maintenance of Traffic plan to ensure that emergency services access to the hospital would not be impeded. Transit facilities along the route required coordination with several agencies to accommodate relocation of bus shelters and improvements necessary to comply with current ADA requirements. Curb returns and cross walks also required upgrading to meet current ADA requirements. Seven traffic signal locations were upgraded to Mast Arm installations. Coordination with local permitting agencies resulted in the need to design innovative shallow onsite stormwater treatment areas in order to meet local County stormwater regulations. Existing storm sewers were evaluated for de -silting and capacity and the roadway widening areas were evaluated for spread. Several special structures were necessary to accommodate the widening of the roadway. Special profiles were developed to provide proper gutter grades and meet spread requirements. Existing conditions at the Turnpike overpass required special guardrail design in order to upgrade and replace existing guardrail installations on the bridge ends and approaches. Project Manager Engineer of Record and Utility Coordinator, SR AIA, Old Dixie Highway to East of the North Causeway Bridge, FDOT District 4, Ft Pierce, FL: Mr. Neiman directed the design of this one- half -mile widening and resurfacing project. The project included design and preparation of construction plans for improvements on both sides of the North Causeway Bridge in Ft. Pierce, FI. The improvements included adding left turns on the west approach to Old Dixie Highway and a right turn lane and raised median on the west approach then tapering down to two lanes at the bridge. Sidewalk and curb ramp improvements to meet ADA requirements were also included. Drainage design included a closed storm sewer system with numerous inlets due to flat grades prior to the bridge and the steep grades coming off 27 P77