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Selland Construction Prevailing <br />Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 <br />Diary and Cost Code Notes and Indexes / Working Conditions <br /> Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 <br />Date Foreman Cost Code Note Index Codes <br />A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 12 <br />indicates Selection Choice <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot:4 <br />Company Note: <br />Inspector Note:. The geo engineer determined The soft spots needed to be removed to build on top of <br />We had one at 65'x12' from 1574.21 back to the exhisting grade of 1576..5 this was behind the east bathrooms on the concourse deck close <br />the stadium wall 113tn 66.44cu yds <br />We then over excavated. A second and third muck spot in a location going out the west stairs with a cut of materiel split up into two separat <br />depths. <br />38x20 starting bearing surface elevation starting at 1574.568 <br />This area was at the top of the stairwell covering a surface area <br />51'x16 down to1572.566 this was at the bas of the stairwell heading out towards the west alongside the south side of the west bathroom <br />02/10/2026 2566 - DYLAN <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot:4 <br />Company Note: <br />Inspector Note:38x 20x 2.5' soft muck area was backfilled from the over excavation the previous day <br />1574.568to 1576.670 70 cy 119.6 <br /> A second spot was at the ada west ramp was at 51'x16'x2.6' up past the stairway to the deeper overexcavation of muck. <br />1572.566 to1575.037 71.93 42.31 <br />2 separate 11x11x2.5 1571.5 bearing surface to top of exhisting grade prior to the muck spot which was 1576.5. f7 footing pads 30.47 17.9 <br />02/11/2026 2566 - DYLAN <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot:4 <br />Company Note: <br />Inspector Note:Qty 7 11x16 ftg holes with a 1.5build <br />50x11 x1.5 <br />2 11x16x4' <br />2 11x16x2