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A. Establishment of a survey baseline tied to the state plane coordinate system. B. Set permanent benchmarks tied to the national geodetic vertical control system. C. Obtain survey cross sections at 100 foot stations to establish the existing vertical conditions at the project site. On 43rd Ave., the cross-sections shall extend across the right-of-way a minimum distance offtfty (50)feet beyond the right of way lines. On side streets, the cross-sections shall extend across the right-of-way a minimum offifty (50 ) outside the existing right-of-way. D. To establish the existing profile of the43rd canal and all sublateral canals, obtain survey cross sections at 500 foot stations between side streets and at 50 ' either side of the centerline of all proposed bridges. E. Obtain as-built conditions of all drainage structures at the project site. F Determine existing right of way lines. G. Locate by data collection method, above ground improvements per checklist provide by ARCADIS, including location and description of existing striping. 4 . Improvements within the DESIGN LIMITS will include above ground visible improvements such as existing buildings, pavement location, curbing, utilities (above ground locations only), drainage facilities (above and below ground), trees, driveways, sidewalks, fences, walls, signage and guardrails within the right-of-way and twenty-five (25 ') feet outside the right-of-way. 5 . Final output will be in the form of a digital AutoCAD, release 20001 DWG file. All surveying will conform to the minimum technical standards set forth by the Florida Board of Professional Land Surveyors in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. 6. Research and analysis of existing right of way information (to include Abstracts or Title Searches as provided by COUNTY ) field location of existing right of way monumentation and determination of the location and extent of existing right of way in the vicinity of the project location. 7. Right-of-Way maps being done under separate contract with ARCADIS . Sketch and legal descriptions of proposed right of way takings will be prepared as directed by Indian River County. C. Geotechnical Investi ation 1 . Soil borings will be provided for the roadway and mast arm signal design. Sixty (60) six (6) foot deep auger borings will be performed. Two (2) borehole permeability tests will be obtained for use in the drainage design. Soil borings will be obtained at each intersection for the mast arm signal design, Soil borings will be provided for the roadway and mast arm signal design. Sixty (60) six (6) foot deep auger borings will be performed. Two (2) borehole permeability tests will be obtained for use in the drainage design. Soil borings will be obtained at each intersection for the mast arm signal design. Page 5 of 16 F:\Public Works\Capital Projects\43rd Avenue- Oslo to 8th Streef,43rd Avenue Arcadis Agrement 8-29-06.doe