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Ken Herceg & Associates, Inc,02000-114 <br />County St. Joseph <br />EXHIBIT "A" 91 <br />Track and Railway Easement on City of South Bend Property <br />A part of the S. E. 1/4 of Sec. 11, Twp. 37 N., R. 2 E. of the 2nd P.M., more particularly described <br />as follows: Beginning at the N. W. corner of Tract No. 3 of the Studebaker Corp. Replat, as <br />recorded in Plat Book 11, Page 184 in the Office of the Recorder of St. Joseph County, Indiana; <br />thence S. 29°30'57" E. along the E'ly line of Prairie Ave., a distance of 179.51 ft. to a point; <br />thence S. 60°29'03" E. a distance of 64.34 ft. to a point on a curve convex to N. W. and having a <br />radius of 346.30 ft. and a central angle of 28°11'20"; thence N.E'iy along said curve an arc <br />distance of 170.38 ft. to a point; thence S. 89029'14" E. a distance of 85.40 ft. to a point; thence <br />S. 00030'46" W. a distance of 5.00 ft. to a point; thence S. 89°29'14" E. a distance of 13.40 ft, to <br />a point; thence N. 00030'46" E. a distance of 5.00 ft. to a point; thence S. 89029'14" E. a <br />distance of 27.50 ft. to a point; thence S. 00°30'46" W. a distance of 63.00 ft. to a point, thence <br />N. 89"29'14" W. a distance of 242.65 ft. to the Point Of Beginning of this description; thence on <br />a curve convex to the N. W. and having a radius of 308.48 ft. and a central angle of 22024'24"; <br />thence S.W'ly along said curve an arc distance of 120.64 ft. to the point of compound curvature <br />with a curve convex to the N.W. and having a radius of 985.10 ft. and a central angle of <br />15°14'51"; thence S.W'ly along said last described curve an arc distance of 262.16 ft. to the <br />point of tangency of said curve; thence S. 29030'57" W. a distance of 256.40 ft. to a point; <br />thence S. 89°42'54" W. a distance of 30.22 ft. to the E'ly line of Prairie Ave.; thence N. <br />29°30'59" E. a distance of 574.70 ft. to a point; thence S. 89°23'31" E. a distance of 130.56 ft. to <br />the Point Of Beginning. Containing plus or minus 0,505 Acres (All bearings assuVe <br />Rog r I Zwrot, L.S. <br />®®etas®teeeo�s®A® Z ev <br />o � <br />-14 0�o°®® <br />F- <br />��®® <br />m <br />'A m-,r <br />o <br />o. <br />890005 <br />CD <br /># ENL sk <br />('—'s,1 <br />= = q <br />r1 N <br />o s1'QTE OF � <br />o <br />���R. <br />®®®° <br />a <br />N <br />0 W <br />B4°� SUR0� 0®® <br />a <br />.. <br />®Qr811letot <br />N <br />wE- <br />•W <br />1 <br />E- Ul <br />U Ca <br />� <br />ma <br />KEN HERCEG & ASSOCIATES, INC. <br />ENGINEERS. ARCHITECTS & LAND SURVEYORS <br />21 W Wasmngt0n Suoe1 Su,ia 2100. Souti, Bona Yldlana <5501 <br />Phone 1219) 288;580 F.L. i 2191 :M 0115 <br />