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 $674\mathrm{.}22.$

Station BS IS FS Elev

BM A $5\mathrm{.}98653\mathrm{.}72$

$11+005\mathrm{.}4$

TP$18\mathrm{.}193\mathrm{.}25$

$12+006\mathrm{.}3$

$12+505\mathrm{.}5$

$13+005\mathrm{.}9$

$14+006\mathrm{.}1$

TP$28\mathrm{.}783\mathrm{.}00$

$14+735\mathrm{.}4$

$15+005\mathrm{.}0$

$16+005\mathrm{.}5$

TP$39\mathrm{.}883\mathrm{.}11$

BM B $3\mathrm{.}05674\mathrm{.}2$