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18 Horizontal Angle ABC observed at B is 65-12-50 Horizontal Angle ABY observed at B is 188-46-00 Horizontal Distance B-C is 28.643 Horizontal Distance B-Y is 4.610 Y Х B A Azimuth of traverse A-B 18-09-50 Coordinates of A are 100.000 E, 200.000 N Horizontal Angle CAB observed at A is 59-49-50 Horizontal Distance A-B is 27.126

A closed traverse was run from A to B, then and back to A, with radiations made at B and C to Y and X respectively. The diagram below shows the reduced observations made at A and B and the field notes recorded when the theodolite was set up at C. When the distances were observed at C, the tape was placed on evenly sloping ground and the appropriate vertical angle observed. Reduce the field notes made at C, in the spaces on the booking sheet. (5 marks) 125 A. home B REDUCE THESE OBSERVATIONS MADE AT POINT C TO COMPLETE THE TRAVERSE TABLE A. Core 1.300.000 Calculate the angular misclose, angular adjustment and the adjusted bearings of all the traverse lines and radiations. (6 Marks) Angular Misclose. Angular Adjustment: Bearing of B-c: Bearing of C-A: Bearing of B-Y: Bearing of C-X: