$+4$ Site Plan $+4$

YOUR BEST PROJECT. EVER.

FOOTING SCHED.

$\frac{D_{ET.}}{NTS}$

$6"$ SOG w$/$

I'THICKENED

EDGE

$AB-95\%$

$2$ EA $5$ CONTINUOSS

SUBGRADE$-90\%$

$\frac{\text{D}\text{E}\text{T}BBTS}{NT}$

Foundation PLare

NTS $C1-w1265$

$c2-848$

YOUR BEST PROJECT. EVER.

FOOTING SCHED.

$\frac{D_{ET.}}{NTS}$

$6"$ SOG w$/$

I'THICKENED

EDGE

$AB-95\%$

$2$ EA $5$ CONTINUOSS

SUBGRADE$-90\%$

$\frac{\text{D}\text{E}\text{T}BBTS}{NT}$

Foundation PLare

NTSTask

Download and read the construction blueprint Download construction blueprintdocument.

Using the information in the construction blueprint and your knowledge of quantity takeoff, make the following calculations:

The approximate cut and fill of the site so that the foundation can begin $($topographic takeoff is not required$)$

The quantity of aggregate base under the slab in both Cubic Yards and Tons $($use $127$ lbs$/$cubic foot for aggregate base weight$).$

Answer the following questions:

What is the cut$/$fill balance of the slab?

Will dirt have to be hauled off the site?

Will fill have to be imported to the site?