The elevation of your temporary benchmark on your project is 100.00 ft., your rod reading (Philly rod) is 6.00 ft. What is your H.I. (Height of Instrument)? (Utilizing the same H.I. calculated above): You have a scheduled concrete pour for the foundation of the new proposed building. This building's foundation is framed up (ready to pour concrete). You want to verify the 4 main building corner framed elevations are correct prior to concrete being poured. Your Side Shot (not turn points) Philly rod readings are as follows: 7.32 for the northwest corner, 7.50 for the southwest corner, 7.49 for the northeast corner, and 7.50 for the southeast corner. Calculate the elevations for the 4 main building corners indicated by these readings. NW Corner Elev=? SW Corner Elev=? NE Corner Elev=? SE Corner Elev=? The design finished floor elevation is 98.50 ft. per plan. As a manager and using your determined corner elevations, what would you do prior to the foundation being poured