Laserfiche WebLink
SwAEe4ifetigbs to be removed <br />Underlines to be added <br />Exhibit A <br />THE E 341 FT OF THE S 1/2 OF SW 1/4 OF SE 1/4. EXCEPT THAT PART OF E 341 FT OF S 1/2 <br />OF SW 1/4 OF SE 1/4 LYING NELY OF A LINE DRAWN 50 FT NELY OF THE CENTERLINE OF <br />CTY HWY NO. 121 PER MNDOT STATE PROJECT 7106-66 (T.H. 169 - C.R. INTERCHANGE) SAID <br />CENTERLINE MORE PARTICULARLY DESC AS; COMM AT THE N 1/4 CORNER OF SEC 22 A.K.A. <br />S 1/4 CORNER OF SEC 15 (PER DOC NO. 169568) TWP 33 RNG 26, THENCE N 89 DEG 21 MIN <br />41 SEC E SHERB CTY BEARING ORIENTATION DIST 1461.44 FT TO POB OF SAID CENTERLINE; <br />THENCE N 7 DEG 03 MIN 58 SEC W ALONG SAID CENTERLINE DIST 123.77 FT; THENCE <br />NWLY ALONG A TANGENTIAL CURVE CONCAVE TO THE SW HAVING A DEGREE OF <br />CURVATURE OF 16 DEG 00 MIN 00 SEC DIST 276.03 FT; THENCE ON TANGENT N 51 DEG 13 <br />MIN 50 SEC W DIST 331.38 FT; THENCE ALONG A TANGENTIAL CURVE CONCAVE TO NE <br />HAVING A DEGREE OF CURVATURE OF 10 DEG 00 MIN 00 SEC DIST 590.43 FT; THENCE ON <br />TANGENT N 7 DEG 48 MIN 46 SEC E DIST 216.87 FT MORE OR LESS TO TERMINATE AT THE N <br />LINE OF SW 1/4 OF SE 1/4. AND S 1-2 OF SW 1-4 OF SE 1-4 LYING W OF THE E 341 FT <br />THEREOF AND LYING NELY OF LINE 1 DESC AS FOLL: COMM AT THE S 1/4 CORNER OF SAID <br />SECTION 15; THENCE ELY ON AN AZIMUTH OF 89 DEG 21 MIN 30 SEC ALONG THE S LINE <br />THEREOF FOR 1055.02 FTTO THE POB OF LINE 1 TO BE DESC; THENCE ON AN AZIMUTH OF <br />340 DEG 55 MIN 51 SEC FOR 10.33 FT; THENCE ON AN AZIMUTH OF 302 DEG 44 MIN 17 SEC <br />FOR 71.32 FT; THENCE ON AN AZIMUTH OF 347 DEG 14 MIN 17 SEC FOR 622.21 FT AND <br />THERE TERM. <br />Last Updated January 2019 <br />