Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse in Problem 10.7. If the coordinates of station A are X = 20,000 ft and Y = 15,000 ft, calculate
(a) Coordinates for the other stations,
(b) Lengths and azimuths of lines AD and EB,
(c) The final adjusted angles at stations A and C.
In Problem 10.7
AB = 2157.34; BC = 1722.58; CD = 1318.15; DE = 1536.06; and EA = 1785.58.