A five$-$sided closed loop traverse has the following clockwise $($angles to the right$)$ angles at each station and horizontal distances:

Station

A

$B$

C

D

E

A

The direction of $AB$ is N $45-25-00$W

Distance

$110\mathrm{.}999$ m $.$

$104\mathrm{.}124$

$141\mathrm{.}011$

$205\mathrm{.}617$

$114\mathrm{.}941$

U$.$

a$.$ Draw a full$-$page sketch of the traverse on engineering computation paper.

b$.$ Compute the azimuth and bearing of each line in the traverse to the nearest $01$ seconds. Show all computations and a check.

c$.$ Enter the bearings and horizontal distances in the latitude and departure table. Compute the latitudes and departures of each line to the nearest $0\mathrm{.}001$ meter.

d$.$ Compute the linear error of closure and the precision ratio of the traverse.