Simple Specifications

Allow working space of $1^{\text{'}}$ on each side for excavation.

Elevation of the top of the footing is ${98\mathrm{.}00}^{\text{'}}.$

Slope for the excavation is $1\mathrm{.}5.$

Use ${20}^{\text{'}}**{20}^{\text{'}}$ grid for the estimation of CUT or FILL volume.

Compaction shall be required both for FILL for site development and backfilling.

$\%$ of swell and $\%$ of shrink are $20\%$ and $5\%$ respectively.