A. The final plat must be prepared, and contain all of the information, as required by Idaho Code section 50-1304. Additionally, the following information is required:
1. Reference To Recorded Plats Or Surveys Of Adjoining Land: References to recorded plats or surveys of adjoining land, including record bearings and/or distances of common lines, names, dates, and record numbers.
2. Instrument Number And Filing Forms: The instrument number of the corner perpetuation and filing forms of public land survey corners used in the plat or copies of said form if not previously filed.
3. Lot Area: The area of each lot in square feet or acres.
4. Survey Points: All horizontal coordinate values must be grid coordinates based upon the North American datum of 1983 (NAD 83) as determined from control points established by a global positioning system (GPS) geodetic control survey for the city of Coeur d'Alene in 1989 as published and on file in the official records of the city. Other control points or public land survey corners having coordinate values determined from a traverse or triangulation performed or by GPS survey so as to produce accuracies meeting the specification of second order, class II traverses or triangulation, as published by the national oceanic and atmospheric administration (NOAA), in the classification standards accuracy and general specifications of geodetic control surveys. Any coordinate value must be accepted or published by the city.
B. The city engineer may also require a complete set of field and computation notes showing original or reestablished corners with descriptions of them; actual traverses showing error of closures and method of adjustments; and a sketch showing all distances, angles and calculations required to determine distances and corners of the plat boundary. The error of closure must be appropriate for urban surveys. (Ord. 3485, 2014)