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<br />rl <br /> <br />RIBIYNa <br />AND ASSOCIATES INC. <br />[HGlNUll5 - PLAHNfR5 - SURVEYORS <br /> <br />Robayna and Associates, Inc. <br />City of Sunny Isles Beach <br />RFQ No. 11-11-02 <br /> <br />F1 <br /> <br />Fl <br /> <br />Manuel O. Corrias <br />Survey Field Supervisor <br /> <br />~ I <br /> <br />Professional Credentials <br />· BS in Aerial Photogrammetry and Geodetics. Havana Cuba, 1994. <br /> <br />f 1 <br />I <br /> <br />Special Qualifications <br />· 17 years of experience on different stages of the Land Surveying. <br />· Proficient in the use ofTDS data collector, Trimble GPS, Global Positioning System, Theodolite, <br />Laser Rangefinder, Compass, etc. <br />· Involved in more than 500 land surveying projects like Boundary and Topographic surveys, AL TA, <br />Elevation, Construction, Hydrographic and Underwater, Record or As-Built, sub-division, site plan <br />surveys, etc. <br /> <br />r 1 <br />I <br /> <br />! ~ I <br /> <br />, I <br /> <br />Relevant Experience <br />· Various Projects for the City of Opa-locka. NW 143,d Street Drainage Project, NW 27th Ave. from <br />Sharar Ave to Dunad Ave. and Lift Station NO.5 Rehabilitation Project at NW 1351h Street and 241h <br />Ave. These projects included land surveying services including full right-of-way and topographic <br />survey and prepared legal descriptions for easements. <br /> <br />· Miami Lakes Downtown Street Improvement Project Phases 1, 2 & 3. Route and rights-of-way <br />topographic survey of portions of Bull Run Road, Main Street, Meadow Walk Road, Miami Lakeway <br />North, and Miami Lakes Dr. Included right-of-way location, full topographic survey, elevations <br />survey, accessible underground utilities survey, location of structures, etc. To be used by prime <br />consultant Kimley-Horn and As <br /> <br />· sociates, Inc. in the preparation of Roadway Street and Drainage Improvements Plans including lake <br />outfall. <br /> <br />· US Coast Guard Station. Michael Baker Jr. Corp. The services included boundary and topographic <br />survey, including underground utility locations by using ground penetrating radar method, and utility <br />as-built information. Preparation of sketch of survey. <br /> <br />· Bonavida Condominium. Bonavida Condominium Association, City of Aventura, FI. The project <br />consists of upgrading the drainage system and resurfacing of a parking lot. Our services included a <br />boundary topographic survey for engineering services. The approximate size is 2.5 Acre. This project <br />is current. <br /> <br />· Various Projects for the City of Opa-locka. NW 143rd Street Drainage Project, NW 2ih Ave. from <br />Sharar Ave to Dunad Ave. and Lift Station NO.5 Rehabilitation Project at NW 1350. Street and 241h <br />Ave. These projects included land surveying services including full right-of-way and topographic <br />survey and prepared legal descriptions for easements. <br /> <br />a Government Cut Tunnel Design-Build Criteria Package Survey, Geotechnical and Engineering <br />Services- Sub-consultant for AECOM Technical. This project consist of survey, utility engineering and <br />assisting in planning and design a criteria package for a tunnel to accommodate a 54-inch sanitary <br />sewer force main from Miami Beach, through Fisher Island to the Virginia Key Treatment Plant, and a <br />tunnel from Fisher Island to the Port of Miami. Including land connections and required pump stations <br />on Miami Beach & Fisher Island. Provide engineering data. This project required that Miami Beach, <br />Fisher Island, Virginia Key and Port of Miami (four land masses) be tied into a single survey, which <br />had never been done before and required extensive GPS Control Survey. <br /> <br />· NW 371h Ave. Area Water & Sewer Improvements Project. MDC WASD. Contract MISC-21, GOB- <br />70267. The project consisted route and topographic survey for water distribution and sanitary sewage <br />collection improvements from NW 41s1 Street to NW 51't St. between NW 351h Ave. and NW 361h Ave. <br /> <br />, ' I <br />I l I <br /> <br />: I <br />J <br /> <br />l J <br /> <br />L I <br /> <br />46 <br />