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L �L klllwm lots, elevations, and located all utilities and tree information. Continued to show all improvements from Right -of -Way to Right-of- Way, including all catch basins, manholes, sewer valves, meter valves, sizes and directions of pipes, and invert elevations, including all tree information. Town of Cutler Bay- Old Cutler Road Roadway Improvements- Beginning SW 184 Street and Along Old Cutler Road for z �5 miles - Stantec - Sean Compel - Longitude Performed and Prepared 2 1/2 miles of Topographic Survey in the Town of Cutler Bay from Right -of -Way to Right -of -Way for design and future construction. Miami -Dade Water & Sewer Department Alexander Orr Jr. Water Treatment Plant: As -Built Drawings Development & Hydrochlorite Solution Generation System As -Built Survey performed. Potable Water System Improvements Village of Pinecrest: Longitude performed and prepared 14 miles of Topographic Survey along various public streets within the Village of Pinecrest. The purpose of the survey was to establish vertical and horizontal control for the design of a water main to complete the potable water system of the Village. Longitude provided improvements, cross section elevations and utility information from right -of -way to right-of-way. Miami -Dade Water & Sewer Department(WASD) 72- Inch Raw Water Pipeline (Eo6WASD -o6): (5 miles) of Topographic Survey along NW 58 Street between NW 72 Avenue and the Florida Turnpike- Homestead Extension; Established vertical and horizontal control for future construction; All utility information provided; Cross sections (spot elevations); All improvements shown from right -of -way to right -of -way. Florida 16" Reclaim Waterline Extension- Lyons Road - Coconut Creek- R.J. Behar & Company, Inc.-Javier Rodriguez, P.E. Topographic Survey; Showed all improvements from Right-of-Way to Right -of -way; Established Horizontal and Vertical Control for future construction; Cross sections (spot elevations); All utility information ®provided; Tree descriptions (Served as Principal -In- Charge). Eduardo M. Suarez, PSM Page 2 United States Dept. of the Interior, National Park Services, Everglades National Park, FL, Replace two (2) Failed Plugs (Dames at Cape Sable (East of Cape and Homestead Dams; EVER - 152464 with the United State Department of the Interior; National Park Service; Established Horizontal and Vertical Control Points and laid out work limits at the East Cape Canal and Homestead Canal Dam locations and confirmed the proposed locations at all topographic, construction, or other items affecting the work / Established line and grade and installed offsets of the proposed steel sheeting structures at the East Cape Canal Dam locations / Installed temporary markers for the wood channel marker piling in Lake Ingraham / Periodic on- site survey as needed, including but not limited to layout of the proposed mooring piles, walkway, gangway, and final grade elevations. E07- WASD -07A Design of Distribution of Pipeline for Reclaimed Water System from Central District Wastewater Treatment Plant to Key Biscayne (5 miles) including the Bear Cut Channel Survey: (5 miles) Survey- Topographic Survey; Showed all improvements from Right -of -Way to Right-of-Way; Established Horizontal and Vertical Control for future construction. Cross sections (spot elevations); Provided all Utility information provided; Provided Tree Survey. Miami -Dade County, Land Surveying Services for Wharf 1, located at the Port of Miami, FL: Provided Topographic Survey and prepared a Map of Topographic; Surveyed existing ground under existing Wharf I, which is about 850' long by 85' wide. The topographic survey was to develop a TIN file of the ground surface under the wharf and extend water -ward about 30' beyond the face of the wharf. The survey also included the location of 15 -20 geotechnical borings on the top side of the wharf and the approximate location Of 5 sections of existing rip -rap located within the project area. The topographic survey entailed task; Established Horizontal Control relative to NAD83 /2007 and Vertical Control relative to NAVD88; Control stations to be established at +/- l000' intervals and placed in locations not subject to construction and able to be verified; Utilized during construction. Created a grid based on the location of all existing piles supporting the wharf as necessary to delineate existing ground conditions. The same methodologies were used to determine horizontal location and elevations for geotechnical borings and limits of rip -rap. RFQ No. 14-07-021 Page 13.64