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Indian River County GPS DENSIFICATION PROJECT 2007 July 30, 2007 Page 3 of 5 The SURVEYOR will prepare a signed and sealed survey map relating the methods used during the survey, accuracy achieved, and a list of final coordinates in accordance with the "Minimum Technical Standards" for surveying and mapping in the State of Florida as set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472-027 , Florida Statutes. DELIVERABLES: 1 . ) Supply one ( 1 ) signed and sealed 24" x 36" reproducible Mylar set and one ( 1 ) paper version. Two (2) sets 11 " x 17" (ledger) bound and marked final drawings. One ( 1 ) CD-Rom containing all electronic files relating to this project (in AutoCAD release 2004 or newer version) and PDF format 2. ) Raw data reports of all observations and adjustments pertinent to final product. 3. ) Copy of all field notes pertinent to final product. 4. ) Sheet outline: a. Survey cover sheet will be titled in a similar fashion — Indian River County, GPS/Geodetic Re- Densification Survey 2007 . Drawing and information shall depict monument positions in relationship to underlying County Map as supplied or obtained , with the additional street identifications, landmarks, rivers , etc. This sheet shall include the preparing Surveyor's Certifications and an additional note prominently placed: "For reproductions of this survey contact the Indian River County Surveyor . County Surveyor's name and contact information shall be included . b. An overall control sheet(s) map with a sketch of the control network which consist of a graphic representation of the three-dimensional vector baseline as established between controlling stations and newly established stations. A tabular listing of coordinates obtained from the final fixed (constrained) adjustments of all stations surveyed or used, as control shall be contained on the control sheet or referenced to another sheet. c. The listing shall include latitudes, longitudes; state plane coordinates (S. P. C . ), Northing and Easting with S. P.C. zone and units clearly labeled (i .e. "meters" or U . S . survey foot" , convergence angles and scale factors). An additional column shall be accommodated for the insertion of the recorded PID or other recorded identifiers. The values for the fixed control stations shall be the published values and identified as such. The number of decimal places displayed should reflect an appropriate level of precision for work performed and the positional accuracy shall be stated. d. The receiver make and model number as well as the software brand name and version number used for baseline processing and geodetic adjustment computation shall be identified. Dates representing the span of time during which field observations were taken shall be listed and must be clearly stated on the sheet(s) as to the order and class of survey in accordance with FGCC standards and specifications. The control sheet(s) or referenced sheet(s) shall contain any other pertinent survey data, survey notes, legend , abbreviations, bar scale, etc. e. Individual station sheets (separate re-set and re-observations) depicting one (or two) monuments with Go-To descriptions, individual data tabulation for CREECH