Where the plat is located within a U.S. Public Land Survey quarter section, the corners
of which have been relocated, monumented and placed on the state plane coordinate
system by the southeastern state regional planning commission, or the county or the
town, the plat shall be tied directly to two or more of the section or quarter corners
so relocated, monumented and coordinated. The exact grid bearing and distance of such
tie shall be determined by field measurements, and the type of monument and state
plane coordinates of the monument marking, the relocated section or quarter corners
to which the plat is tied shall be indicated on the plat. All distances and bearings
shall be referenced to the state coordinate system, south zone. The grid bearing and
distance of the tie shall be determined by a closed survey meeting the error of closure
herein specified for the survey of the exterior boundaries of the subdivision and
as adjusted to the SEWRPC section's control survey.
(Ord. of 9-8-2017, § 12-6-5)
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