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Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Print records for all Diary and/or Cost Code Note Entries between 101612025 znd 31412026 Date Foreman Cost Code Note Index Codes 98-005 T&M. Overexc. & Rock Placement Footings 0.000 TN Slot: 4 Company Note: lnspector Note: 02fi0t2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot 4 Gompany Note: lnspector Note: 02t11t2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot: 4 Gompany Note: lnspector Note:Qty 7 11x16 ftg holes with a 1.Sbuild 50x11 x1.5 2 11x16x4' 2 11x16x2 Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions . The geo engineer determined The soft spots needed to be removed to build on top of We had one at 65'x12' ftom 1574.21 back to the exhisting grade of 1576..5 this was behind the east bathrooms on the concourse deck clos the stadium wall 113tn 66.44cu yds 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 separa depths. 38x20 starting bearing surface elevation starting at 1574.568 This area was at the top of the stairwell covering a surface area 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 38x 20x 2.5' soft muck area was backfilled from the over excavation the previous day 1574.5681o 1576.670 70 cy 119.6 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. 1 57 2.566 1o1 575. 037 7 1.93 42.31 2 separate 11x11x2.51571 .5 bearing surface to top of exhisting grade priorto the muck spotwhich was 1576.5. f7 footing pads 30-47 17.9 indicates Selection Choice on: 03/04/2026 18:Page 12Alndex Code with