Problem $6(10\mathrm{.}11)$:

Using the compass $($Bowilitch$)$ rule adjust the departures and latitudes of the

traverse in Problem $10\mathrm{.}10.$ If the coordinates of station A are $x=310,630\mathrm{.}892m$

and $Y=121,311\mathrm{.}411m,$ calculate coordinates for the other stations.

Problem $4(10\mathrm{.}9)$:

Balance the following interior angles$-$to$-$the$-$right for a polygon traverse to the

nearest $1"$ using method $1$ of Section $10\mathrm{.}2.$ Compute the azimuths assuming a fixed

azimuth of $35{09}^{\text{'}}{32}^{\text{'}\text{'}}$ for line $AB.A=57{00}^{\text{'}}{34}^{\text{'}\text{'}}$;$B=88{24}^{\text{'}}{45}^{\text{'}\text{'}}$;$C=126{36}^{\text{'}}{58}^{\text{'}\text{'}}$;

$D=46{03}^{\text{'}}{25}^{\text{'}\text{'}}$;$E=221{53}^{\text{'}}{52}^{\text{'}\text{'}}.($Note: Line BC bears NW$.)$

Problem $5(10\mathrm{.}10)$:

Determine departures and latitudes, linear misclosure, and relative precision for the

traverse of Problem $10\mathrm{.}9$ if lengths of the sides $($in meters$)$ are as follows: $AB=$

$383\mathrm{.}808$;$BC=360\mathrm{.}209$;$CD=342\mathrm{.}204$;$DE=336\mathrm{.}210$; and $EA=267\mathrm{.}527.$