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C I T Y OF S U N N Y I S L E S B E A C H
<br />T R A F F I C E N G I N E E R I N G S E R V I C E S
<br />MARCEL ORTNER, El
<br />SIGNING, PAVEMENT MARKING & CHANNELIZATION
<br />EDUCATION: M.S. Ocean Engineering, Florida Atlantic University, Boca Raton, Florida; B.S. Civil Engineering,
<br />Florida International University, Miami, Florida, 2008
<br />REGISTRATIONS: E.I. Florida No.1100012555, April 2008
<br />YEARS OF EXPERIENCE: 3Years YEARS WITH RJ BEHAR: 2009— Present
<br />ENGINEERING EXPERIENCE
<br />Mr. Ortner has three years of experience working on water resource projects. He was a research assistant for South
<br />Florida Water Management District, evaluating a geosynthetic product for the mitigation of damaged canals. He is
<br />knowledgeable in existing engineering software tools. Mr. Ortner has worked with Bentley WaterGEMS as part of a
<br />wastewater model, for Collier County. He studied in Switzerland, with a focus on water resources and geotechnical
<br />engineering. Mr. Ortner has experience working with public and private sector clients.
<br />RELEVANT EXPERIENCE
<br />SR -838 (SUNRISE BOULEVARD) NW 27th AVENUE, BROWARD COUNTY, FL — FDOT DISTRICT 4
<br />Project Engineer in charge of the design and production of roadway, signing, pavement marking and signalization
<br />plans. The scope of this project is milling and resurfacing with minor signal modifications and a safety review.
<br />SR -838 (SUNRISE BOULEVARD) NW 31St AVENUE BROWARD COUNTY, FL — FDOT DISTRICT 4
<br />Project Engineer in charge of the design and production of roadway, signing, pavement marking and signalization
<br />plans. The scope of this project is, road widening to add an additional left turn lane, with safety improvements, milling
<br />and resurfacing.
<br />SR- 820 /PINES /HOLLYWOOD BOULEVARD FROM EAST OF 64th WAY TO WEST OF SR -7, BROWARD
<br />COUNTY, FL — FDOT DISTRICT 4
<br />Project Engineer in charge of the design and production of roadway, signing, pavement marking and signalization
<br />plans. The scope of work includes milling and resurfacing the existing pavement; upgrading roadway signs and curb
<br />ramps to meet current standards, improving pedestrian and signal features, and signal features and Landscape
<br />improvements.
<br />DESIGN /BUILD P3 FOR 1 -595 FINAL DESIGN, BROWARD COUNTY, FL — FDOT DISTRICT 4
<br />(AECOM /DRAGADOS)
<br />Project Engineer, assisted with plan preparation for the drainage of several corridor sections. Other design tasks
<br />involved, exfiltration trench design, storm sewer, and analysis of wet and dry retention of stormwater management
<br />pond designs. The design involved the use of spreadsheets, ICPR, ASAD and Microstation. The plans were
<br />prepared using ASAD and Microstation software.
<br />NE 12th AVENUE REVISION — CITY OF OAKLAND PARK, FL
<br />He aided in providing services for the reconstruction of an existing downtown street, which Included removal of
<br />asphalt, base and striping of existing roadway, installation of new drainage structures and piping, exfiltration
<br />trenches, removal of existing drainage structures and piping, abandonment of existing drainage piping,
<br />regrading /resodding of existing roadway swales, pavement tying into existing driveways, abandonment and removal
<br />of an existing water main. It also included, setting up a new water main, replacing existing water services, and
<br />reconnecting to existing meters. The scope also included improving the roadway pavement, and street -end features,
<br />including fountains, to meet the beautification standards of the City.
<br />LAND DEVELOPMENT PROJECT — OAKLAND PARK, FL
<br />He contributed in providing final design services for a 15 -acre, 186 -unit townhouse development, which included site
<br />layout, landscape architecture, lighting, irrigation, paving, grading, drainage, public utilities and associated permitting.
<br />The public system design included over 4,000 linear -feet of eight and six inches water main, approximately 2,900
<br />linear -feet of sanitary sewer, and a 20 -Hp lift station to pump a minimum of 426 gpm. The proposed lift station
<br />discharges into a proposed eight inch force main, which then discharges into a16 -inch force main.
<br />ElR.j.Behar R. J. BEHAR & COMPANY, INC. I RFQ No. 11 -11 -01 1 27
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