Laserfiche WebLink
Selland Construction Prevailing <br />Job Name: Ellensburg Rodeo Arena Improvements <br />Print records for all Diary and/or Cost Code Note Entries between 10/612025 and 31412026 <br />Date Foreman Cost Code Note Index Codes <br />Attached lmages/Documents <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />3Slot: <br />Company Note: <br />lnspector Note: <br />01t08t2026 2566 - DYLAN <br />98-005 T&M: Overexc. & Rock Placement Footings <br />0.000 TN <br />Slot 2 <br />Company Note: <br />Inspector Note: <br />Job Code: 2550-30 <br />Diary and Cost Code Notes and Indexes / Working Conditions <br />So when we were digging out the stadium continues footing between the north and west buildings the layer of soil that was a load bearing <br />approved materiel per the geo was 1-2 feet lower then most of the other areas. \A/hich this day we had 2 6 in lifts done across the total dig <br />Two 9x9x1ft <br />4Ox7x1 continues footing between <br />15x7x1 <br />All footings were built with an extra foot on each side for a stable build for the footing to be built on per cascade central. We still had to add <br />materiel on the footing for the next lifts the next day. <br />Tony had time removing excess unsuitable materiel off the build area into the stockpile.1.5 hours <br />Attached lmages/Documents <br />This was a portion of the 8x8x1 north east pad of the stage spread footing that needed to be over excavated and out with the over excavatit <br />down the continuous footing 4.5 ft wide x5 ft native load bearing soil was 1571.3 <br />indicates Selection Choice <br />Printed on: 03/04/2026 18:50:Page 6AIndex Code wfh Asferisks 7