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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME
<br />Fernando Fernandez. PSM
<br />13. ROLE IN THIS CONTRACT
<br />Chief Surveyor
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br />25
<br />b. WITH CURRENT FIRM
<br />8
<br />15. FIRM NAME AND LOCATION (City and State)
<br />Premiere Design Solutions, Inc. – North Miami, FL
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
<br />B.S. Hydrology Engineering, Alma-Alta, Former
<br />USSR
<br />17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />Professional Land Surveyor & Mapper
<br />LS No. 6765
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />19. RELEVANT PROJECTS
<br />a.
<br />(1) TITLE AND LOCATION (City and State)
<br />Hard Rock Stadium Pedestrian Bridges and Tunnels, City of
<br />Miami Gardens, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2019
<br />CONSTRUCTION (If applicable)
<br />2020
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [ X ] Check if project performed with current firm
<br />Mr. Fernandez was the Survey Party Chief for the preparation of specific purpose surveys at four locations at the Hard Rock
<br />Stadium, for a very aggressive schedule project to build two pedestrian bridges and two pedestrian tunnels at the Stadium in
<br />anticipation of the Superbowl LIV. Project also included the drafting and preparation of legal description and sketches for the
<br />dedication of land and aerial easements for the new structures in private property. The project total cost is $16 Millions.
<br />b.
<br />(1) TITLE AND LOCATION (City and State)
<br />Roadway Segment Surveying Services for DCP, City of Miami, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2020
<br />CONSTRUCTION (If applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [ X ] Check if project performed with current firm
<br />Mr. Fernandez was Chief Surveyor responsible to provide over 15,000 LF of roadway surveys from Right-of-way (ROW) to
<br />ROW on city street segments, including all above ground features, elevations cross sections at every 100’, collection of all
<br />above ground features within survey area, including information for sanitary sewer and drainage structures such as bottom,
<br />invert, size and direction. Mr. Fernandez scheduled the crews, and performed QA/QC reviews of survey drawings and
<br />provided signed and sealed drawings of survey.
<br />c.
<br />(1) TITLE AND LOCATION (City and State)
<br />Various Roadway Intersections Surveys, Miami-Dade County, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2019
<br />CONSTRUCTION (If applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [ X ] Check if project performed with current firm
<br />This project was to provide roadway intersection improvements at five different roadway intersections throughout Miami-Dade
<br />County. Mr. Fernandez was tasked with the topographic surveys which required the completion of five separated Specific
<br />Purpose Surveys with a very aggressive schedule. Each location included all visible relevant topographic features along the
<br />proposed site area, Right-Of-Way research and preparation, plat research and the submittal drawing was required to follow
<br />standards provided by the Client, including layers, line weights, colors, symbols, etc, as required by Miami-Dade County. Mr.
<br />Fernandez led the field crew in the data collection and was responsible for the generation of survey drawing deliverables
<br />d.
<br />(1) TITLE AND LOCATION (City and State)
<br />City-Wide Roadway Topographic Surveys for CIP Projects, City of
<br />Opa-Locka, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2015
<br />CONSTRUCTION (If applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [ X ] Check if project performed with current firm
<br />Mr. Fernandez was the Chief Surveyor in this project to conduct City-wide surveys on 200,000 LF of roadways as part of the
<br />CIP program to improve water and sewer infrastructure and provide additional stormwater management, with a very
<br />aggressive completion schedule. This project has been performed by Mr. Fernandez with the latest GPS equipment and data
<br />collectors, coordinating field crews and office drafting work to meet the very demanding client schedule of completion.
<br />Surveys include ROW to ROW above ground features, drainage and wastewater structure information, drainage and sewer
<br />structure information, delineation of plats and generating survey drawings.
<br />e.
<br />(1) TITLE AND LOCATION (City and State)
<br />Biscayne Landing Engineering and Surveying Support, North
<br />Miami, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2015
<br />CONSTRUCTION (If applicable)
<br />2020
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [ X ] Check if project performed with current firm
<br />Mr. Fernandez is the Survey Crew Party Chief in this project to provide development support to the Owner. Project included
<br />the determination of volume of crushed concrete material stockpiled at the Biscayne Landings construction site and volume of
<br />lakes to be filled. Mr. Fernandez coordinated survey crews to obtain horizontal and vertical data of the location and elevation
<br />of the stockpiled material and lake soundings. With the information of the points collected in the field utilizing cross sections
<br />no longer than 25’, information was migrated into AutoCAD Civil 3D to generate a Digital Terrain Model (DTM) with the
<br />information collected from the field, generating surfaces for the existing ground and for the surface area of each of the five
<br />stock pile mounds located at the construction site. The DTM was used to determine the volume between the two surfaces,
<br />and to generate cross sections of the stock piles at constant intervals. Volume calculation plans and reports were created with
<br />plan view, cross sections and volume calculation data.
<br />72
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