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<br /> STANDARD FORM 330
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME Eduardo M. Suarez, PSM 13. ROLE IN THIS CONTRACT Principal in Charge 14. YEARS EXPERIENCE
<br />a. TOTAL x b. WITH CURRENT FIRM x
<br />15. FIRM NAME AND LOCATION (City and State) Longitude Surveyors LLC
<br />
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
<br />• Associate in Science in Engineering Studies, Miami-
<br />Dade College, Miami, Florida 1993
<br />
<br />17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />• Professional Surveyor and Mapper, State of
<br />Florida LS6313
<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 />Pump Station 0435, Aventura, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) 2015
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />LS performed a Topographic Survey to include the following information: LS set control points, easement lines, points of
<br />intersections and bearings basis. LS provided horizontal and vertical location of visible fixed objects within project limits including
<br />electrical cabinet, meters, telemetry antenna, pump station control cabinet, transformer, hose bib cabinet location and perimeter
<br />fence with entrance gate. Longitude included bottom elevations for cabinets/panels, height and top elevation for transformer
<br />concrete pad. LS located trees with 3-inch diameter trunks or larger, fire hydrants, valves, water meters, gas, street lighting, power
<br />and telecommunication poles and/or cabinets. LS collected rim, top and invert elevations of all existing sanitary sewers’ manholes,
<br />pump wet and dry wells, sanitary sewer lines, drainage culverts, manholes and catch basins and grate elevations, diameter of the
<br />wet/dry well and valve vault dimensions. Located project site perimeter, driveway and station service/staging area, and corners
<br />including finished grade low and high points with elevations.
<br />
<br />b.
<br />(1) TITLE AND LOCATION (City and State) Pump Station 1056, 19749 Bel Aire Drive, Cutler Bay, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 2016
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />LS performed a Map Boundary and Topographic Survey to include the following information: determined dimensions, elevations
<br />and measurements of existing pump station features and piping. LS determined the site layout, and obtained site specific
<br />information. Longitude collected the following information: such as right of way lines, subdivision lines, lot lines, base lines and
<br />easement line. Performed six (6) Subsurface Utility Exploration vacuum excavations to determine location, depth, size and material
<br />of underground utilities that are in potential conflict.
<br />
<br />c.
<br />(1) TITLE AND LOCATION (City and State) Pump Station 0114, 680 NW 97th Avenue, Miami, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) 2015
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />LS performed a Topographic Survey to include the following information: horizontal and vertical location of visible fixed
<br />improvements within project limits including: electrical cabinet, meters, telemetry antenna, pump station control cabinet,
<br />transformer, hose bib cabinet location and perimeter fence with entrance gate. LS collected bottom elevations for cabinets/panels,
<br />height/top elevation for transformer concrete pad. LS located trees with 3-inch diameter trunks or larger, location of
<br />hedges/flowering beds, fire hydrants, valves, water meters, gas, street lighting, power and telecommunication poles and/or
<br />cabinets within twenty feet of the station site boundary. LS collected spot elevations at approximately 100-foot intervals. Immediate
<br />pavement markings & signage on the adjacent street fronting the pump station site. LS collected rim, top and invert elevations of all
<br />existing sanitary sewers’ manholes, pump wet/dry wells, sanitary sewer lines, drainage culverts, manholes and catch basins, grate
<br />elevations, diameter of the wet/dry well and valve vault dimensions.
<br />
<br />d.
<br />(1) TITLE AND LOCATION (City and State) Pump Station 0860, Miami, FL
<br />
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES 2015
<br />CONSTRUCTION (If applicable) 2016
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />LS performed Subsurface Utility Engineering to include the following information: designated twenty-four (24) areas where there
<br />were conflicting lines using an Electromagnetic Locator and Ground Penetrating Radar (GPR). LS provided elevations at surface
<br />and measure down will be made to the top of pipe. LS determined the size, type of material, & provided the dimensions of the
<br />encasement and provided field work sheets for each pot hole.
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