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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 and'31412026 <br />Date Foreman Cost Code Note Index Codes <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />1Slot: <br />Company Note: <br />lnspector Note: <br />01t20t2026 2566 - DYLAN <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot: 1 <br />Company Note: <br />lnspector Note <br />Job Code: 2550-30 <br />Diary and Cost Code Notes and Indexes / Working Conditions <br />West building <br />We over excavated a7'x5'x4' <br />65'x4'x4.5 cont. <br />3 pad footings 4.6squared all threee were so close together we just excavated all 3 footings being so close together. 16.5' x 5.5'x4 <br />Middle dividing footing of the west building <br />32'x6'x4.5 <br />3 7x7 spread footings in the. Corral area <br />Bearing surface area is 1569.47 so we had to build back up with 1 foot of base course so excavating with concrete forms in mind met a 9'x! <br />Attached lmages/Documents <br />Excavated 3 footings that are 7x7 at 1569.5 to build back up with 1 foot of base coarse the excavations where over dug for concrete form br <br />at 9x9 <br />For the concours area for the f12 and f7 footing call outs The geo tech requested those footings be over excavated 2 feet with an approved <br />mate6el. So being so low on grade and to get the correct obvious of rock underneath the footing we are excavting footings to build up roug <br />between 10 inches we have 7 12xB and27x7 finished <br />indicates Se/ecfion Choice <br />on: 03/04/2026 18:50:27Alndex Code wtfh Asfer'sks 9