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(19-11-01) Prof Eng and Arch Srvcs Ped Bridge REVISED
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Hardesty & Hanover
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STANDARD FORM 330 (REV. 8/2016) PAGE 4 <br /> <br /> <br /> <br />F. Example projects which best illustrate proposed team’s qualifications for this <br />contract: (Present as many projects as requested by the agency, or 10 projects, if not <br />specified. Complete one Section F for each project.) <br /> <br /> <br />20. Example project key number: <br /> <br />3 <br />21. Title and location: (City and State) 22. Year completed: <br />FDOT District 4, Design Services West Park <br />Various Off System Locations <br />(Fort Lauderdale, FL) <br />Professional services: <br /> <br />Construction: (If applicable) <br /> <br />2019 N/A <br />23. Project owner’s information: <br />A. Project owner: <br />Florida Department of Transportation, <br />District 4 <br />B. Points of contact name: <br />Paul Doll, PSM <br />C. Point of contact telephone number: <br />(954) 777-4579 <br />24. Brief description of project and relevance to this contract (Include scope, size, and cost) <br /> <br />FRA is providing surveying services for this project that is adding bikes lanes along 48th Avenue from County <br />line to Pembroke Road; adding sidewalks to Sutton Road between Hallandale Beach Boulevard and William <br />Road; and adding approximately 600 feet of sidewalks to 21st Street along the NW corner of the Mary <br />Saunders Park. <br />Tasks performed by FRA included: <br />• Horizontal project control along the entire corridor. <br />• 8 primary control points and 16 secondary control points based on North American Datum 1983, <br />adjustment 90 (NAD83/90). <br />• Vertical project control/bench line along the entire corridor on North American Vertical Datum 1988 <br />(NAVD88). <br />• 10 benchmarks every 1,000 linear feet. <br />• Elevations were obtained for all 50 aerial targets along the corridor using three wire (or digital) leveling. <br />• Alignment and existing right-of-way (ROW) lines: computing historical baseline of survey for SW 48th <br />Avenue from Broward/Dade County Line to Pembroke Road and for Sutton Road from Hallandale Beach <br />Boulevard to Williams Road. <br />• Set aerial targets along the entire corridor: 50 aerial targets were set along the entire corridor and the side <br />streets. Coordinates were obtained on each target using RTK (point to point) survey. <br />• Topography/DTM was performed for soft shots, from edge of pavement to 10 feet beyond the ROW and <br />DTM survey on the obscure areas where not aerial information was obtained along the main corridor. <br />• Topographic/DTM survey was extended 100 feet down on all side streets (a total of 2,700 linear). <br />• Topographic survey included the location of the overhead lines along the corridor. <br />• Roadway cross-sections/profiles were performed to analyze and process all data for comparison with <br />DTM surface provided and a comparison table showing the relation between elevation of check cross- <br />sections and the DTM Surface was prepared. <br />• Underground utilities were marked in conjunction with the designates along the entire corridor. <br />• Survey was performed for the underground utilities marked and UTEXRD01 file was prepared. <br />• Sectional survey was performed with field location and verification of up to 15 section corners, and 1/4 <br />section corners. <br />• Subdivision location along the entire corridor was prepared under the consideration of recovering <br />monumentation at a total of 20 subdivisions along the corridor to establish the ROW lines. <br />• Preparation of project network control (PNC) Sheets depicting historical baseline of survey along SW 48th <br />Avenue and Sutton Road. PNC Sheets also showed horizontal and vertical control points. <br />25. Firms from Section C involved with this project: <br />a, (1) Firm Name (2) Firm Location (City and State) (3) Role <br /> F.R. Aleman & Associates, Inc. Miami, FL Subconsultant <br /> <br /> <br />
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