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A 7 .7s. Note: This number exceeds the county GIS Standards paragraph's 6 and 9. TASK D: X -SECTIONS AND VERTICAL CONTROL 1. Per the Indian River County Utilities Modified Required Survey Information, X -sections are required at all waterway crossings and at significant grade changes for waterline design purposes. The x -sections or profiles will be performed on the vertical datum, furnished by the consultant with reference to the State Plane Coordinate Horizontal/Vertical Geometry. TASK E: LOT AND PARCEL IDENTIFICATION 1. Per the Indian River County Utilities Required Survey Information, existing parcels, tracts and lot comer locations will he ch,,.y. ;;with the font vvta-ism din-ic;aSiouts along the right-of-way and/or easement lines when platted. The project contains (+/-) 4300 platted lots thiat will require front dimensions shown along right-of-way and/or easement lines. TASK F: ROADWAYS 1. Per the Indian River County Utilities Required survey Information, existing road edge of pavements need to be located and shown on die drawing. The project contains (+/-) 41 miles of roadways to be located. 2. All road surfaces (asphalt, gravel) from edge of pavement to edge of pavement shall be shaded and/or hatched to delineate boundary. DDANAISPECIFIC WORK AUTNORIZATION.doe TASK A: STATE PLANE COORDINATES CONTROL t 1. Per the GIS Standard Requirements, the project will be based on State Plane Coordinates. The system to be utilized for the project will be the NAD 83/1990 final adjustment, Florida East Zone. TASK B: RIGHT-OF-WAY & EASEMENT LINES 1. Per the Indian River County Utilities Required Survey Information, the right-of- way and easements are to be located within the area of proposed construction and shall be shown on the drawing. The project contains (+/-) 216,480 feet of right -of - ` ways that are required to be located, as shown on the most recent county Plat Maps. TASK C: BASELINE STATIONING AND CONTROL 1. Per Indian River County Utilities Required Survey Information, survey baseline stationing will be shown at 100 feet intervals and control points will be set every 500 feet and at all changes of direction, and at all intersections. The baseline will depict the bearings and distances between control points and all permanent control points and permanent reference monuments that are available will be located. Note: This number exceeds the county GIS Standards paragraph's 6 and 9. TASK D: X -SECTIONS AND VERTICAL CONTROL 1. Per the Indian River County Utilities Modified Required Survey Information, X -sections are required at all waterway crossings and at significant grade changes for waterline design purposes. The x -sections or profiles will be performed on the vertical datum, furnished by the consultant with reference to the State Plane Coordinate Horizontal/Vertical Geometry. TASK E: LOT AND PARCEL IDENTIFICATION 1. Per the Indian River County Utilities Required Survey Information, existing parcels, tracts and lot comer locations will he ch,,.y. ;;with the font vvta-ism din-ic;aSiouts along the right-of-way and/or easement lines when platted. The project contains (+/-) 4300 platted lots thiat will require front dimensions shown along right-of-way and/or easement lines. TASK F: ROADWAYS 1. Per the Indian River County Utilities Required survey Information, existing road edge of pavements need to be located and shown on die drawing. The project contains (+/-) 41 miles of roadways to be located. 2. All road surfaces (asphalt, gravel) from edge of pavement to edge of pavement shall be shaded and/or hatched to delineate boundary. DDANAISPECIFIC WORK AUTNORIZATION.doe