Question: $8\mathrm{.}16.$ See Figure $8\mathrm{.}24.$ The five$-$sided, closed traverse has the following angles and distances: A$=38\backslash$deg $30$ AB $=371\mathrm{.}006$ m B $=100\backslash$deg $38\text{'}$ BC $=110\mathrm{.}222$ m C $=149\mathrm{.}50$ CD$=139\mathrm{.}872$ m D$=85\backslash$deg $59\text{'}$ DE $=103\mathrm{.}119$ m E $=165\backslash$deg $03$ EA$=319\mathrm{.}860$ m Side AB has an azimuth of $300\backslash$deg $00\text{'}.$ a$.$ Perform a check for angular cosure$.$ b$.$ Compute both bearings and azimuths for all sides. Az $=30000$ CSolve $8\mathrm{.}19$ using the results of $8\mathrm{.}18$student submitted image, transcription available belowstudent submitted image, transcription available belowstudent submitted image, transcription available below$8\mathrm{.}18$Coordinates of station C are $916\mathrm{.}3527$ m N and $928\mathrm{.}1875$ m ECoordinates of station D are $778\mathrm{.}8073$ m N and $902\mathrm{.}7342$ m ECoordinates of station E are $767\mathrm{.}2227$ m N and $1005\mathrm{.}1685$ m ECoordinates of station A are $814\mathrm{.}4992$ m N and $1321\mathrm{.}4158$ m E