Change Order 08_ALSC-Contractor Signed

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Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 5 Date: 12/18/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 0.50 0.00 0.00 LD363 2012 CAT 930H Loader 0.50 0.00 0.00 1192 JOSHUA SAMPSON 210 1.50 0.00 0.00 2541 PARKER BERMAN 310 1.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.50 0.00 0.00 2566 DYLAN BROWN 810 0.50 0.00 0.00 Labor Totals: Hours - 4.0 Equip Totals: Hours - 2.0 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:There was an engineering error on depths on an already dug footing the had already had a .5 over excavation don't in the spread footing location. With was already at the groundwater depth it was a f9.5 footing callout and the depth of bottle. Of footing was 1568.00 which was about .75 below the water table. This build was an error on the engineers behalf and really should have been a bottom of footing at 1569.5. This was all built up with base course and compacted in. This task took a hour The other half hour on this days T&M was the amount of time to over excavate the east building continues footing locations in between the spread footings. The continues footing on this building stays about .75 higher then the spread footings. In this separations of elevations between the two builds is the difference of the spread footings being on a non yielding surface and the continues footing wall being on a yielding surface beyond what would pass for a stable base. Over excavation is essential into getting our stable non yielding base to build on.