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What is the distance between sections 1 and 2 based on the plat?
What is the bearing between sections 1 and 2 based on the plat?
The bearing between sections 1 and 2 based on the plat is ______.
The ¼ section corner between sections 1 and 2 is lost. Your retraced distance of the line between these sections is 5,324.52 feet. At what distance from the southwest corner of section 1 should the lost corner be set?
The corner of sections 1, 2, 11 and 12 is lost. Coordinates in feet, based on a
careful retracement are shown for the found corners below.
The corner of sections 2, 3, 10 and 11: 2,646.60 N., 0.00 E.
The corner of sections 1, 6, 7 and 12: 2,633.40 N., 10,582.00 E.
The corner of sections 1, 2, 35 and 36: 7,900.00 N., 2,646.60 E.
The ¼ section corner of sections 11 and 12: 0.00 N., 2,640.00 E.
Determine the coordinates of the lost section corner.