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Craig A. Smith & Associates Bid Document (36)
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Craig A. Smith & Associates Bid Document (36)
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<br />Craig A. Smith & Associates <br />Engineers ● Surveyors ● Subsurface Utility Engineering ● 3D Subsurface Imaging ● Utility Coordination <br />by tying to local NGS and FDOT monumentation for the purposes of construction layout. Laid out roads, ramps, <br />tapers, swales, ditches, etc. <br />SFWMD Benchmark Recovery, Clewiston, Florida. Project to establish or re-establish vertical control from <br />Clewiston, Florida to the Big Cypress Indian Reservation. First order bench loops were run utilizing differential <br />digital leveling through benchmarks as researched and either verified or re-set. NGS monumentation was utilized <br />for the project. <br />Curry Hammock State Park - Monroe County, Florida. As subconsultant to Cummins Cederberg, Mr. Keener served <br />as Principal Surveyor for the route survey along the Overseas Highway (US Highway 1) in two areas for the design <br />of box culvert/bridge upgrades to improve water flow. The survey included the locations of all visible <br />improvements, above and below ground utilities, drainage structures as well as trees and landscaped areas to <br />the edge of heavy vegetation and subsurface utility engineering (utility locates). <br />Bahia Honda State Park – Monroe County, Florida. As subconsultant to Cummins Cederberg, Mr. Keener served <br />as Principal Surveyor for the Route survey along the entry road from the Overseas Highway (US Highway 1) to the <br />park employee lodging area for the design of drainage improvements due to frequent flooding. The Survey included <br />the locations of all visible improvements <br />Miami-Dade Water and Sewer Department Force Main 604 Replacement, Miami-Dade County, Florida. Surveying <br />within the Rights of Ways of NW SW 113th Place and SW 224th Street east to SW 109th Avenue for sewer force <br />main replacement within heavily populated area. Primary and secondary horizontal control points were <br />established utilizing RTK GPS methods. Vertical control was established by a differential level loop based on <br />Miami-Dade County Benchmarks. Route spanned approximately ¾ miles. <br />Florida Highway 92 Improvements, Lakeland, Florida. Survey for engineering re-design along Highway 92 from <br />North Galloway Road to North Wabash Avenue. Primary and secondary horizontal and vertical control points were <br />established by “leap frogging” multiple base stations 1.5 to 2 hour sessions and then processed through the OPUS <br />software routine. Boundary monumentation was located by (4) 1-minute observations done in pairs at intervals <br />of at least 3 hours. <br /> <br />55
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