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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 l2lll2025 and 311612026 <br />Date Foreman Cost Code Note Index Codes <br />02t25t2026 2566 - DYLAN <br />98-021 T&M: Trench Backfill Hardscape Areas <br />0.000 <br />Slot: 4 <br />Gompany Note: <br />lnspector Note: <br />0a26t2026 2566 - DYLAN <br />98-021 T&M: Trench Backfill Hardscape Areas <br />0.000 <br />Slot: 4 <br />Gompany Note: <br />Inspector Note: <br />02t27t2026 2566 - DYLAN <br />Job Code: 2550-30 <br />Diary and Cost Code Notes and Indexes / Working Conditions <br />Backfilled the west half of the east restroom utility conduit runs with structural fill since the trench materiel was not suitable.17ftx35 ft <br />from top of footing height 1575.5 to subgrade 1576.92 <br />We had to remove out materiel across the whole building pad for all the conduits coming in All directions to the power utility room. <br />56.19 tns <br />33.06cy <br />Grid line 7 from grid line a to just north of grid line 6 <br />Across the western most slab from the west Ada ramp to across the west side of the west bathroom water service line <br />95fbx3 feet <br />1571.8 finish 1576 <br />3.5 feet to finish subgrade <br />62.81 tons <br />36.97cy <br />Attached lmages/Documents <br />indicates Selection Choice <br />Printed on:Page 7A Bolded Note lndex