Using the data from Problem .5. (a) Balance the latitudes and departures by use of the compass rule. (b) Compute the coordinates of the traverse stations using the coordinates of station A as 1,000.000 N, 1,000.000 E. A five-sided closed field traverse has the following distances in meters: AB = 51.766, BC= 26.947, CD= 37.070, DE = 35.292, EA = 19.192. The adjusted angles are as follows: A= 10103'19", B=10141'49", C= 10222'03", D=11557'20", E = 11855'29". The bearing of AB is N 7505'30" E. BC is in the SE quadrant. (a) Compute the bearings or the azimuths. !3! (b) Compute the latitudes and departures. (c) Determine the linear error of closure and the accuracy ratio.