Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X=18300.00 ft and Y=17500.00 ft. Course Length AB 202.74 283.87 498.37 320.33 380.78 BC CD DE EA Departures Latitudes -127.565 -157.577 151.42 -240.113 481.592 -125.5 -379.946 -25.193 0.063 =1686.09 0.001 128.224 294.722 Calculate the x-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. | ΑΣΦ | it vec| B.C.D.E18172.43, 18323.85, 18805.44,18679.94,18300.001 ft Submit Previous Answers Bequest Answer Part B ? Calculate the y-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. 195] ΑΣΦ. 11 Ivec ? B.C.D. E= 17342.423,17102.31,17230.53,17525.26,17500.06 ft

5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?

LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24 104.59 deg. EA 275.13 26.16 deg. Given the obtain data from Traversing. Determine the total area of the closed traverse in Acre.