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Project Scope: The Surveyor shall provide Professional Land Surveying services to include the following: I. Horizontal and Vertical Control -field establish horizontal and vertical control along the subject roadway right of way and I.R.F.W.C.D. right of way route. 1. Set traverse control points along the approximate 15,200+/- feet of project survey route tied to Florida State Plane Coordinate System (NAD 83/2011). 2. Survey ties to the Indian River County Real -Time Kinematic Global Positioning System Control Network. 3. Permanent vertical benchmarks will be set either with a nail in tree or power pole; an "X" chiseled or "square" cut in concrete, at 1,000 feet intervals. II. Sectional Ties, Property Corners -Subdivision PRM's and Baseline Control - field observe and record property corners, sectional corners, quarter section corners, tract corners, side -street parcel corners. 1. Recover and record all associated section corners, quarter section corners, tract corners, and permanent reference monuments of adjacent platted subdivisions - west of Lateral "C" Canal. 2. Set control points (rebars/caps) along an offset (TBD) to the baseline of the right-of-way corridor at an interval distance not to exceed 1000 feet. III. Road Right of Way Topography — Full Topographic Survey of all above ground improvements and natural features within the Ultimate Right of Way along 74th Avenue, 12th Street and 4th Street associated side roadways as indicated above, including the following: 1. Observe and record all paved and unpaved roads including bridge decks, curbs and lane lines. 2. Observe and record all driveways, sidewalks and landscaped areas within the right of way. 3. Observe and record all mail and news boxes. 4. Observe and record fences and / or privacy walls within 20 feet of the right of way line. 5. Observe and record any grade breaks (swales, berms, slopes, etc.). 6. Observe and record all above ground utilities (power poles, water meters, water valves, riser boxes, cleanouts, etc.). 7. Observe and record all storm water drainage structures (pipe culvert inverts, catch basins, spillways, etc.), including inverts of associated pipes outside of the right of way. 8. Observe and record all above ground visual sanitary sewer systems (gravity flow or force mains), including inverts of associated pipes outside of the right of way. 9. Observe and record all wood lines, tree lines and Oak trees 6 inches and larger within the subject right of way. (Locations of Pine trees, Brazilian Pepper trees or cabbage palms are not included in this proposal) 10. Cross-sections will be observed at 100 foot intervals and spot elevations 20 feet either side of right of way limits. IV. I.R.F.W.C.D. Lateral and Sub -Lateral Right of Way Topography — Top of banks adjacent to all roads surveyed within the corridor will be located at each cross-section. A one-half (1/2) canal cross-section (west top of bank, bottom of bank, toe and centerline of ditch) will be taken every 500 feet. Including the following items: 1. Observe and record all paved and unpaved roads used for access by the I.R.F.W.C.D. within the corridor. 2. Observe and record all drainage structures (pipe culvert inverts, catch basins, spillways, etc.), including inverts of associated pipes outside of the right of way. 3. For the I.R.F.W.C.D. Sub -Lateral Canals C-2 and C-3, observe and record cross-sections at 100 foot intervals. 4. For the I.R.F.W.C.D. Lateral C Canal (northeast direction); observe and record cross-section at the P.T. as indicated on furnished aerial map CR -SECT 'A' and at the most northerly tangent section before the canal ties into the Main Canal as indicated on furnished aerial map CR -SECT `B'. 5. For the I.R.F.W.C.D. Main Canal; observe and record cross-section at the P.C. for the curve to the North as indicated on furnished aerial map CR -SECT 'C' and at the intersection of the South right of way line of 12th Street and the North right of line of the Main Canal as indicated on furnished aerial map CR -SECT 6. All elevations will be referenced to the North American Vertical Datum of 1988 (N.A.V.D. 88) and tied to Indian River County or National Geodetic Survey (N.G.S.) benchmarks. Any Indian River County or N.G.S. benchmark within the project's corridor will be observed, recorded and indicated upon the survey. J•\SURVEY WORK AUTHORIZATIONS\IRC Survey 2014-2015\15-234S_IRC_WO_74th Aver roadway ROW (Oslo to 12thSt)rev031915.doc 3 of 6