Compute for the given closed traverse the following: a. Bearing of each line b. Latitude and Departure of each line, c. Linear error of closure d. Precision  e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points.  LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98   C-D C = 114 deg 27 min 256.32   D-E D = 121 deg 52 min 305.94   E-F E = 88 deg 59 min 335.40   F-A F =133 deg 48 min 182.04

Q: and accurately the interior angles of the traverse.

A: This question is from Surveying.

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Q: · A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562…

A: *Multiple questions*   As per our guidelines we are supposed to answer?️ only one question. Kindly…