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IRC Work Order #4 County Road 512 Ph. 5 Topo Survey May 1 , 2008 Page 2 of 7 SECTION 11 - SCOPE OF SERVICES As agreed upon between Masteller, Moler, Reed & Taylor, Inc. and Indian River County, the SURVEYOR shall provide Professional Land Surveying services to complete all tasks as outlined in this Work Order No. 4 described as follows : • Updated Route Survey. 1 . LIMITS : Update existing route survey, 1 -95 to Willow Street, last updated in 2005 , AND extend project approximately 1000' west of the Broadway Street Intersection . 2. Main CR512 Corridor: Perform - update topographic (route) survey of the CR512 phase V corridor, route limits to include verification and/or survey of elevations, grade breaks (I . E . visible high - low points) , driveways, all visible utilities and drainage features and inverts (As-Builts) within 200' feet and beyond existing right of way • Buildings and/or building fronts and Finish Floors (low floor) along main corridor are to be obtained within 100' feet of existing right-of-way. 3. Side Streets : Perform route survey of all side streets 500' feet beyond existing CR512 right of way, and up to the existing building frontage or 50' feet beyond the existing side street right-of- way, to include verification and/or survey of elevations , grade breaks, driveways, all visible utilities and drainage features and inverts (As-Builts) within 50' feet and beyond existing right of way. • Buildings and/or building fronts and Finish Floors (low floor) along side streets are to be obtained within 50' feet of existing right-of-way. • Survey shall provide all Rights-of- Ways, jurisdictional lines and property and/or parcel lines as they intersect or affect the corridor(s) . Property lines shall be confirmed and mapped utilizing sufficient land corner locations and/or deed interpretations. 4. Recover existing vertical and horizontal control and reestablish as necessary. Survey baseline will be referenced to State Plane Coordinates, North American Datum 1983/90 , Florida East Zone. Elevations shall be referenced to the National Geodetic Vertical Datum of 1929. 5. Extend existing baseline of survey to 1000 feet west of Broadway Street, monument and set reference points as required in original work order. 6. Recover existing monumentation along extended route and locate as necessary. 7 . Perform cross sections at 100' foot intervals and/or change in grade (I . E . visible high-Low points) along the extended route and side streets. 8 . Provide Flood Zone lines and/or areas as per the current FEMA Flood Rate Maps . 9. This survey will not include any trees, vegetation or vegetation lines or areas of environmental concern. 10. Update existing Base Plan sheets of existing survey and above described additional data depicting all topography, features , baseline, R/W, cross sections and adjacent parcel information.