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Exhibit C LEGAL DESCRIPTION FOR UNIVERSITY PROPERTY AFTER ADJUSTMENT All of those lands conveyed in that Bargain and Sale Deed recorded June 29, 1960 on Reel 55D Instrument 3334 in the Lane County Oregon Official Records. EXCEPT: Those lands conveyed as Parcel A in that Bargain and Sale Deed recorded July 13, 1965 on Reel 269D Instrument 10755 in the Lane County Oregon Official Records. EXCEPT: Those lands conveyed in that Bargain and Sale Deed recorded July 14, 1977 on Reel 855R Instrument 7743615 in the Lane County Oregon Official Records. EXCEPT: Those lands conveyed in that Bargain and Sale Deed recorded February 26, 1982 on Reel 1181 R Instrument 8206122 in the Lane County Oregon Official Records. ALSO: Situated in the Southeast 1/4 of Section 29, Township 17 South, Range 3 West, of the Willamette Meridian, and described as follows: BEGINNING at a point on the southerly margin of the Martin Luther King Jr Boulevard right- of-way, said point also being on the easterly margin of the revised Leo Harris Parkway right-of- way (RL'3') as described in that Dedication Deed, recorded as Instrument No. 2025-015529, recorded on May 28, 2025, in the Lane County Deeds and Records, being left 43.50 feet of Engineer's Station RL'3' 0+80.24; THENCE along the easterly margin of said Dedication Deed the following nine courses: 1. 223.08 feet, more or less, on a 365. 78 foot radius curve to the left through a delta angle of 34°56' 40" with a 219.64 foot chord bearing South 19°56'23" East to a point lying 43.50 feet left of Engineer's Station RL'3' 3+29.85 being a point ofreverse curvature, 2. 156.27 feet, more or less, on a 236.00 foot radius curve to the right through a delta angle of 37°56'23" with a 153.43 foot chord bearing South 18°26'31" East to a point lying 43.50 feet left of Engineer's Station RL'3' 4+57.32 being a point of tangency, 3. South 00°31 '41" West 177.22 feet, more or less, to a point lying 43.50 feet left of Engineer's Station RL'3' 6+34.54 being a point of curvature, 4. 212.67 feet, more or less, on a 170.00 foot radius curve to the left through a delta angle of 71°40'33" with a 199.07 foot chord bearing South 35°18'36" East to a point lying 31.50 feet left of Engineer's Station RL'3' 8+95.28 being a point of tangency, 5. South 71 °08' 52" East 418.02 feet, more or less, to a point lying 31.50 feet left of Engineer's Station RL'3' 13+ 13.30 being a point of curvature, 6. 60.85 feet, more or less, on a 500.00 foot radius curve to the left through a delta angle of 06°58'22" with a 60.81 foot chord bearing South 73°58'32" East to a point lying 34.50 feet left of Engineer's Station RL' 3' 13+ 7 4.04 being a point of reverse curvature, 7. 60.85 feet, more or less, on a 500.00 foot radius curve to the right through a delta angle of 06°58'22" with a 60.81 foot chord bearing South 73°58'32" East to a point lying 37.50 feet left of Engineer's Station RL'3' 14+34.77 being a point of tangency. 8. South 71 °08' 52" East 792.44 feet, more or less, to a point lying 37.50 feet left of Engineer's Station RL'3' 22+27.21, 9. North 18°51 '08" East 8.00 feet, more or less, to a point lying 45.50 feet left of Engineer's Station RL'3' 22+27.2 l, said point also being on the northerly margin of the previously vacated Leo Harris Parkway right-of-way (L '3') lying 48.50 feet left of Engineer's Station L'3' 20+74.78; PROPERTY LINE ADJUSTMENT BARGAIN AND SALE DEED: Exhibit C ( 1450777) Page 10 of 13 37-7\00060782.001