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Selland Construction Prevailing <br />Job Name: Ellensburg Rodeo Arena Improvements <br />Print records for all Diary and/or Cost Code Note Entries between 101612025 and31412026 <br />Date Foreman Cost Code Note Index Codes <br />a2t06t2026 2566 - DYLAN <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot: 6 <br />Gompany Note: <br />lnspector Note: <br />0210612026 9093 - RYAN PARTHEMER <br />02t07t2026 2566 - DYLAN <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slotr 6 <br />Company Note: <br />lnspector Note: <br />0209t2026 2566 - DYLAN <br />Job Code: 2550-30 <br />Diary and Cost Code Notes and Indexes / Working Conditions <br />Bladed of the concourse at a 1577.0 elevation so when we build up the area that below footings are all even with a two foot build of structt <br />compacted fill below footSngs. <br />This Weill save over excavating time when comes time to dig out footings on the concourse grade. <br />Attached lmages/Documents <br />We over excavated 4 footing locations on the existing grade in the concourse f/ footing call outs the geo determined on Friday these footi <br />had a tremendous load and on top of the over extinguished the two feet minus below footing he wanted these footings to be built 2 feet wid <br />each side and down to a stable bearing layer which was 1571 .4 and existing grade is '1 576.7 <br />4 holes 11x1 1x5.3' compacted 1 foot lifts in structural fill. <br />Attached lmages/Documents <br />indicates Selection Choice <br />Printed on:8:50:27 Page 11AIndex Code with Asterisks