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I <br /> . - . <br /> ---- <br /> ------ 35 <br /> ------____ <br /> bearings in degrees, minutes and seconds. The <br /> \ <br /> linear error of closure shall not exceed one (1) / <br /> , <br /> f..t per 5,000 feet (1:5,000) . The angular error / <br /> of losure shall not exceed thirty (30) seconds 1/ <br /> tim-'- the square root of number of angles turned,/ <br /> Plus +) or minus (-) distances will not be / <br /> appro -d. ,-' <br /> Where a 0oundary includes or is formed by a curved <br /> line, the actual survey data from the point/of <br /> curvature • the curve to the point of tangency <br /> shall be sh• n on the face of the map as .standard <br /> curve data oNals traverse chords around the curve, <br /> including radi s, central angle, arc length, and <br /> chord distance \nd bearing. In unusual/ <br /> circumstances where non-tangent curves are used or <br /> found, the curve 'shall be noted as such. <br /> / <br /> V-D-1-a. Monuments and Markers <br /> // <br /> \ , <br /> Where control corners have been i established in <br /> compliance with Artic14\G.S. 39-32.1, 39-32.2, 39- <br /> 32.3 and 39-32.4, as amended,/the location and <br /> pertinent information as required in the reference <br /> statute shall be plotted 9/the Final Plat. . All <br /> other corners which are marked by monument or <br /> I natural object shall be s6 identified on the plat, <br /> , . <br /> and all corners of adjaOnt owners in the boundary <br /> lines of the tract being subdivided which are <br /> marked by monument or /natural object must be shown <br /> with a distance from /one or more 'of the subject <br /> tract's corners. Suitable notatiOn shall be <br /> provided on the Final Plat concerning those <br /> monuments and markers which were found on the <br /> property and those which were set by-\the surveyor <br /> or engineer. \ . <br /> At least one or more corners of the pro\perty shall <br /> be designated/by course and distance (tie) from a <br /> control monument as established by the North <br /> Carolina Geodetic Survey or the National Geodetic <br /> Survey when the property being subdivided lips <br /> within two thousand (2,000) feet of such monument <br /> or market. When such a monument or marker is\not <br /> availab e, the tie shall be made to some pertinent <br /> or re ily recognizable landmark or identifiabfe\ <br /> • point/ physical object or structure. The tie shall <br /> be s&mn on the Final Plat by bearing and distande <br /> an 1/or by coordinates, with a statement identifyi* <br /> t e monuments or markers and certifying an accuracy <br /> f at least one (1) foot per 10,000 feet <br /> (1:10,000) . <br /> S-8 <br /> i . <br />