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REQUEST FOR QUALIFICATIONS NO. 20-07-01 <br />CONTINUING PROFESSIONAL CONSULTING SERVICES (CCNA) <br /> <br /> <br /> <br /> <br />TAB F: FIRM REFERENCES AND SIMILAR WORK COMPLETED <br /> <br />RICHARD D. PRYCE, P.S.M. (continued) <br />Greenacres Digital Topo Mapping | Greenacres, Florida | Survey Project Manager <br />The project consisted of Aerial LiDAR mapping of the portion of the City of Greenacres lying north of Lake <br />Worth Road for submittal to FEMA to be included in the latest Flood Mapping updates. The survey <br />included a GPS network of control to meet horizontal and vertical accuracies to 0.10 feet on all hard <br />surfaces within the project area. This consisted of settin g 20 aerial targets to control an area of about <br />7,700 acres from Southern Boulevard, south to Lake Worth Road and from Military Trail west to <br />Pinehurst Drive. Our survey crews then ran level loops and cross-sections over 304 ground truth checks <br />on hard surfaces at 30 street intersections across the City with accuracy of 0.09 feet at one sigma and <br />0.18 feet accuracy at 95% two-sigma. The LiDAR was flown by our subcontractor, Pickett & Associates, <br />and checked by Craven Thompson. <br />Boundary Survey and Sketch & Legal for Ingress/Egress Easement | Southwest Ranches, Florida <br />Prepared a boundary survey of a portion of Parcel 1, owned by GUS ASSETS, LLC, as defined by the legal <br />description in Certificate of Title, recorded as Instrument Number 113107329, in the Public Records of <br />Broward County, Florida. Prepared a separate sketch and legal description of an ingress and egress <br />easement, running along the existing driveway and extending northerly, to the north boundary of Parcel 1. <br />Southwest Ranches Town Hall Survey | Southwest Ranches, Florida | Principal Surveyor <br />Craven Thompson prepared a boundary and topographic survey, a boundary plat, plat revisions, and <br />certified corner records for the Southwest Ranches Town Hall Parcel. This included recovery and/or <br />setting of the existing boundary and/or right-of-way monumentation, establishing two (2) site benchmarks <br />on, or adjacent to the property, locating of all existing aboveground visible improvements within the <br />survey limits, including buildings, pavement, walkways, slabs, fences, utilities, trees, and signs, locating <br />of all aboveground and visible utilities features on, or immediately adjacent to the site. <br />Cypress Park Survey | Sunrise Florida | Principal Surveyor <br />Cypress Preserve Park was a 7.93-acre vacant site located on the east side of NW 90th Terrace between <br />Oakland Park Boulevard and NW 38th Street. Craven Thompson prepared a boundary and topographic <br />survey for the site. The survey was used as a base map for engineering and landscape architecture. <br />SW 36th Street Topographic & Right-of-Way Survey | Davie, Florida | Principal Surveyor - Craven <br />Thompson performed and topographic and right-of-way survey and created an engineering base map for <br />design purposes. Project consisted of roadway, roadway drainage, utility and landscape/hardscape <br />improvements to SW 36th St. in Davie. The existing roadway section was approximately 22’ wide and was <br />expanded to 25’ wide. SW 36th St. was designed as a two (2) lane divided boulevard from College Ave. to <br />SW 76th Ave. within a 75-foot public right-of-way width. <br />King Fisher Canal Hydrographic Survey | Deerfield Beach, Florida <br />Project Manager for Hydrographic Survey of existing canal to determine amount of silt at bottom for <br />dredging and engineering purposes. Survey included GPS network control, Benchmark establishment, <br />and Hydrographic survey using Hydrolyte Echo sounding equipment. <br />SW 190th Avenue Topographic Survey | Southwest Ranches, Florida | Project Manager <br />Craven Thompson prepared a topographic survey of SW 190th Avenue, from one hundred (100) feet <br />south of SW 49th Street, to the north edge of pavement of Griffin Road, approximately 1,215 linear feet in <br />length. The survey consisted of the existing twenty (20) foot wide of platted right-of-way, and a minimum <br />of thirty (30) feet west and twenty-five (25) feet east of the existing right-of-way, for locations and <br />topographic elevations. At the intersections of Griffin Road and SW 49th Street, the locations included up <br />to one hundred (100) feet east and west of each intersection. <br /> <br />F | Page 58