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CRAVEN THOMPSON & ASSOCIATES, INC. | 3563 NW 53rd STREET, FORT LAUDERDALE, FL 33309 | P 954.739.6400 Douglas R. Taylor, P.E. PROJECT ROLE | Civil Engineer EDUCATION Bachelor of Science - Civil Engineering University of Illinois | 1984 REGISTRATIONS Professional Civil Engineer - Florida No. 50569 (1996) CERTIFICATIONS FEMA ICS-100 Certification, FEMA ICS-200 Certification TS EM5 Intermediate ICS (G300) Certification, FEMA G400 Intermediate FEMA ICS-700 Certification, FEMA ICS-800 Certification AREAS OF EXPERTISE Civil Engineering YEARS OF EXPERIENCE 7 Years w/CTA – 34 Years Total SUMMARY OF EXPERIENCE Mr. Taylor has been responsible for a multitude of municipal engineering and development projects throughout Florida. This includes project management, master design responsibility and oversight for a variety of projects. Mr. Taylor has 34 years of experience in civil engineering and is a registered Professional Engineer in Florida, Colorado, Illinois, Iowa and Wisconsin. This experience includes 17 years of project management, design and permitting for redevelopment projects in South Florida. WORK HISTORY Craven Thompson & Associates, Inc., Fort Lauderdale, Florida March 2013 to Present | 1996 to 1998 | Director of Municipal Services, Business Development RELEVANT EXPERIENCE Miami Gardens Livable Neighborhoods Improvement Project. The Livable Neighborhoods Improvement Project includes approximately 222 total acres of land subdivided among four separate sites; namely Garden Circle, Kings Garden I & II, Kings Garden III and Vista Verde. The project includes: 34,200 linear feet of roadway, 7,840 linear feet of sidewalk, 19,000 linear feet of storm sewer, 151 drainage structures, the regrading of 22,500 linear feet of swales, and the addition of 112 street lights, along with street trees and landscape/hardscape. The project began in 2009 and is continuing at present. Four phases are complete. LW 2020 Year 1 Mater Plan | City of Lake Worth| Project design & permitting for: ▪ Project 1 - North K Street and North M Street from 2nd Avenue North to 9th Avenue North. An 8-inch diameter watermain constructed on each street connecting to the existing 12-inch diameter PVC main running east-west along 2nd Avenue North, and to the 8-inch diameter main running east-west along 9th Avenue North. The existing north-south watermains were 2, 4, and 6-inch diameter cast iron and 2-inch diameter galvanized steel lines in the alleys between the streets. Along with the installation of the mains, the water meters at the property lines were relocated to the streets as opposed to the alleys. Hydrants were added in the vicinity of 8th Avenue North, 4th Avenue North, and 3rd Avenue North. Existing hydrants between the streets that were in poor condition were replaced. North K Street from 2nd Avenue North to 7th Avenue North was in poor condition and required roadway and sidewalk reconstruction. A small segment at the southern end of each road fell within Problem Area 8 of the City’s “Stormwater Master Plan”, and therefore the storm sewer was upgraded. ▪ Project 3 - North F Street from 5th Avenue North to 10th Avenue North involved the construction of both storm sewer and watermain. Flood staging did not meet the minimum City criteria for the 5 - year, 24-hour event. Therefore, reconstruction of the storm sewer was required and water quantity attenuation with exfiltration trench was implemented. To the north we connected a 12-inch diameter main to the existing 12-inch diameter stub extending south from 10th Avenue North within the road F | Page 15