Craig A. Smith & Associates Bid Document (36)

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Craig A. Smith & Associates Engineers ● Surveyors ● Subsurface Utility Engineering ● 3D Subsurface Imaging ● Utility Coordination locations. Three areas were surveyed in detail for the design of future stormwater structures. Six cross sections were taken along Duane Palmer Blvd. from center line to approximately 25 feet on-site. Eight cross sections were surveyed along the north and east lines of the site from the top of the exterior berm to approximately 25 feet on- site. Long Key State Park Shoreline Restoration – Monroe County, Florida. Mr. Keener served as Principal Surveyor for the surveying of approximately 4,900 LF of shoreline at Long Key State Park. Scope of services entailed a topographic/bathymetric survey which included mean high and mean ow water lines, extended waterward out to either 500 linear feet or wading depth., included beach profiles spaced approximately 200 feet along the beach. FDOT District 4: 595 Express Lanes Widening Project - Subsurface Utility Engineering and 3D Radar Tomography - Broward County, Florida. Mr. Keener Served as Principal Surveyor for the 3-Dimensional Subsurface Utility Engineering (3D SUE) project completed for the FDOT at the Interstate 595 reversible lanes project in Broward County, Florida. Mr. Keener oversaw the re-establishment of horizontal and vertical control, the mapping of utility surface markings and utility excavation holes, as well as Radar Tomography utilized in various areas along the entire route. Mr. Keener performed all quality control and quality assurance for the project. Lindell Boulevard Roadway & Drainage Improvements – Delray Beach, Florida. Mr. Keener Served as Principal Surveyor performed survey and subsurface utility engineering as a subconsultant to Kimley-Horn & Associates, Inc. for the City of Delray Beach. The project was divided into two segments. Segment 1 consisted of Lindell Blvd from the west side of the FEC Railroad right-of-way (ROW) north to Curlew Road and Segment 2 ran from Curlew Road north to SW 10th Avenue and then east to Linton Blvd. The scope of work included a specific purpose survey for the entire corridor including easements and a title search as needed to complete ROW mapping and resolve discrepancies. cross-sections were conducted at 50-foot intervals and at the center of each driveway along with planimetric data for all surface features. The survey extended 5 feet beyond the ROW, 10 feet beyond the ROW at driveways, 50 feet beyond all returns at intersections and 100 feet beyond each round-about. In addition, visible drainage structures were located and top, bottom and pipe invert with direction and size were captured. Also trees 4” in caliper or great were shown on the base map (tree survey). Subsurface utility engineering included soft digs at seventy-five (75) designated locations to verify depths, sizes, and materials of conflicting buried utilities. Mr. Keener was responsible for right-of-way calculations, baseline alignments, establishing subdivision property lines, identified existing easements, reviewed title searches, reviewed soft dig reports (supplemental mapping), oversaw the incorporation of utility locates surface markings to the survey base map, provided overall project supervision and coordination, quality assurance/quality control and survey base map certification. Germantown Road Improvements - City of Delray Beach, Florida. Mr. Keener Served as Principal Surveyor performed survey and subsurface utility engineering as a subconsultant to Propel Engineering, Inc. for the City of Delray Beach. The project limits were along Germantown Road from Old Germantown Road to South Congress Avenue for approximately 1.4 miles. The scope of work included a specific purpose survey for the entire corridor including easements and a title search as needed to complete ROW mapping and parcel descriptions. Existing ground surface (DTM) of provided survey with feature lines and COGO points (cad and xml) were included. Tasks also included title search analysis and determination of parent tracts and existing easements for properties determined to be impacted by any proposed right-of-way acquisition. The specific purpose survey included cross- sections taken at 50-foot intervals and at the center of each driveway along with planimetric data for all surface features. The survey extended 10 feet beyond the ROW, 10 feet beyond the ROW at driveways, 50 feet beyond all returns at intersections. In addition, visible drainage structures were located and top, bottom and pipe invert with direction and size were captured. Quay Island Shoreline Stabilization – Miami-Dade County, Florida. Mr. Keener served as Principal Surveyor for the surveying of approximately 300 LF along the southwest shore of Quay Island. Scope of services included cross- sections transecting the shoreline at approximately fifty (50) foot intervals from the wading depth of the Bay landward to ten (10) feet landward of the visible. City of Belle Glade: City-Wide Stormwater Master Plan – Belle Glade, Florida. Provided a Topographic Survey for master planning purposes for the urbanized area of the city encompassing approximately 2.42 square miles and an additional rectangular urban area to the northeast encompassing approximately 0.25 square miles. A map of the City of Belle Glade was obtained showing approximate property boundaries, rights of ways and waterways which was used as the underlying reference for topographic survey data collected. A drone with global positioning 51