$(20$pts$)$ The following are data from a completed leveling job on a road. Prepare a set of profile leveling notes for the data using Collimation $($Height of Instrument$)$ method and show the page check. All data is given in feet. The elevation of BM A is $653\mathrm{.}72,$ and the elevation of BM B is $674\mathrm{.}22.$

$\backslash$table$[[$Station$,$BS$,$IS$,$FS$,$Elev$],[$BM A$,5\mathrm{.}98,,,653\mathrm{.}72],[11+00,,5\mathrm{.}4,,],[$TP$1,8\mathrm{.}19,6\mathrm{.}3,3\mathrm{.}25,],[12+00,,5\mathrm{.}5,,],[12+50,,5\mathrm{.}9,,],[13+00,,6\mathrm{.}1,,],[14+00,8\mathrm{.}78,5\mathrm{.}4,,],[$TP$2,,5\mathrm{.}0,,],[14+73,,5\mathrm{.}5,3\mathrm{.}11,],[15+00,9\mathrm{.}88,,3\mathrm{.}05,],[16+00,,,,],[$TP$3,,,,],[$BM B$,,,,]]$