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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 znd 3/412026 <br />Date Foreman Cost Code Note Index Codes <br />12t1612025 2566 - DYLAN <br />12t16t2025 9091 - NIC LOPEZ <br />12t17t2025 2566 - DYLAN <br />Job Code: 2550-30 <br />Diary and Cost Code Notes and Indexes / Working Conditions <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot: 3 <br />Gompany Note: <br />Inspector Note: <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot 3 <br />Gompany Note: <br />lnspector Note: We had to over excavate a 12ftx4'6xZft <br />45ftx4'6x8in. <br />45 fkTftxS in. <br />And build back up to grade with base course in lifts to ensure compaction density with a non yielding prodding. <br />All over excavated builds are built with a 1 foot over build around the perimeter for a solid base for the footing to be set on <br />Attached lmages/Documents <br />20 ft x 4.6 ft x 2.8ft build of base course build. We were instructed to take the mucky non yielding clay materiel down to a solid base which <br />case on the upper footing on the stadium arena seating in the southe@st corner had a hefty over excavation to it. Wth 6 in lifts were installt <br />the same area there was a tapered off of the previously noted build where the over excavation was not as deep with a 20 ft x 4.6ft x 1ft built <br />the case with the builds being so deep the 'l ft perimeter over build was slightly bigger to a 1.Sft on the east side of the footing to account fo <br />sluffing off to create a solid base. <br />Attached lmages/Documents <br />indicates Selection Choice <br />Pinted on:18:50:26 Page 2ANote lndex Code with Asfersks