In Microsoft Excel: Three$-$wire leveling observations are given below. The elevation of BM MILAN is $354\mathrm{.}5201$ meters and for BM DOBROVODSKY, it is $352\mathrm{.}8993$ meters.

a$.$ Complete the field notes. Show the elevation, backsight, foresight, and height of the instrument in $4$ decimal places. $($There is no need to highlight numbers. However, if you have them, there is no deduction.$)$

b$.$ For this particular project, the maximum allowable difference between backsight distance & foresight distance for each instrument set$-$up is $1$ meter. Is this achieved in all the instrument set$-$ups? If not, which instrument set$-$up$($s$)$ violates this requirement?

c$.$ If this is First$-$order, class II leveling, was the leveling accuracy standard met? Therefore, what is the next step?

i$.$ No$,$ the leveling accuracy standard was not met, therefore, the leveling crew must relevel to achieve the allowable misclosure.

ii$.$ Yes, the leveling accuracy standard was met, therefore, the observed elevations can be adjusted. Compute the adjusted elevations of all the rod stations.

$\backslash$table$[[$Sta$,+$ Sight $($m$),-$ Sight $($m$)],[$BM MILAN,,$],[,1\mathrm{.}924,1\mathrm{.}874],[,1\mathrm{.}824,1\mathrm{.}771],[,1\mathrm{.}724,1\mathrm{.}670],[$TP $1,,],[,3\mathrm{.}599,1\mathrm{.}757],[,3\mathrm{.}471,1\mathrm{.}627],[,3\mathrm{.}344,1\mathrm{.}497],[$TP $2,,],[,2\mathrm{.}198,5\mathrm{.}508],[,2\mathrm{.}116,5\mathrm{.}426],[,2\mathrm{.}034,5\mathrm{.}342],[$TP $3,,],[,3\mathrm{.}928,4\mathrm{.}133],[,3\mathrm{.}843,4\mathrm{.}054],[,3\mathrm{.}760,3\mathrm{.}974],[$BM DOBROVODSKY,,$]]$EEEEEEeee