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ATKINS SECTION 1 SCOPE OF SERVICES TASK 1: SURVEY Prepare a road route survey, including right-of-way and topographic survey, of 6th Avenue from and including the intersection of US -1 to and including the intersection with 21st Street (10,400± feet). The survey observations shall include the following: 1. Establish right-of-way and vertical control for topographic collection along 6th Avenue within the project limits. Topographic information to include crown of the road and well-defined edges of pavement, shoulders, side slopes and ditch information every 100 feet. Existing improvements will include pavement, walks, trees, storm structures, visible utilities, including inverts and rim elevations, curb and gutters, sidewalks, utilities, pull boxes, drainage and street signs, power pole, mast arms, existing driveways and other above ground (visible) features within the project limits. 2. Prepare a detailed plan view drawing of recovered and recorded information under the guidelines and requirements set forth by Indian River County. 3. The survey base line will be monumented with offset control points to avoid being disturbed during construction. 4. Survey will be referenced to the North American Datum of 1983, Adjustment of 2011, Florida East State Plane Coordinate System (Zone 901) and displayed in US Survey Feet. 5. Extend topographic survey approximately 10 feet beyond the existing right of way of 6th Avenue at approximately 30 intersecting road right of ways (750± feet). 6. Extend topographic survey east of the east right of way of 6th Avenue for approximately 4000 feet (width varies) per aerial exhibits (Sheets 1-3). All surveys shall meet minimum technical standards adopted by the Florida Board of Professional Surveyors and Mappers as set forth in Chapter 5J-17 F.A.C. Exclusions: Title Reports and Review thereof, Control Survey or Right of Way Maps, easements or right of way parcel sketch and descriptions are not included in this scope of work. TASK 2: PAVEMENT CORES Atkins will utilize the services of a geotechnical testing firm to provide 6 pavement cores within the limits of asphalt pavement. The locations of the cores will be based on an aerial photograph provided to the geotechnical firm based on coordination with the County. The cores will be obtained using portable electric core drill equipped with a 4 -inch diameter diamond tipped core barrel. Cores will be removed and measured for asphalt and base thickness. A 3 -inch diameter hand held bucket auger will then be used to perform shallow hand auger borings to a maximum depth of 3 feet below top of pavement to obtain samples of the subgrade for classification. Bore holes will be backfilled with the soil cuttings and pavement core holes will be patched with cold -patch asphaltic concrete upon completion. The following findings will be provided for each pavement core: Approximate core location, approximate asphalt and base thickness, apparent base type, and subgrade soil classification. LBR and gradation testing will not be performed. February 14. 2019 Page 2 of 10