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CERTIFIED SURVEY MAP THE NW 1/4 AND THE NE 1/4, OF SEC 5, ALSO KNOWN AS GOVERNMENT LOT 1, ALSO PART OF THE NE 1/4 OF SEC 6, ALL IN TOWN 6 NORTH, RANGE 10 EAST, TOWN OF DUNN, DANE CO., WISCONSIN. DESCRIPTION Part of the Northwest Quarter and port of the Northeast Quarter of Section 5, olso known as Government Lot 1. Also port of the Northeast Quarter of Section 6, Town 6 North, Range 10 East, Done County, Wisconsin, more fully described os follows: Beginning at the northwest corner of soid Section 5; thence North 89 degrees 06 minutes 10 seconds East, along the North line of soid Section 5, 2638.74 feet to the North quarter corner of said Section 5; thence North 89 degrees 19 minutes 00 seconds East, 383.02 feet; thence South 05 degrees 36 minutes 48 seconds Eost, 329.56 feet to o point of curvature; thence around o curve to the right through a centrol ongle of 49 degrees 00 minutes 00 seconds, on arc distance of 694.18 feet, o rodius of 811.70 feet, and a chord bearing South 18 degrees 53 minutes 12 seconds West, 673.21 feet; thence South 43 degrees 23 minutes 12 seconds West, 275.20 feet to a point of curvature; thence around o curve to the left through a central angle of 59 degrees 14 minutes 00 seconds, an arc distance of 795.63 feet, o radius of 769.60 feet, and o chord bearing South 13 degrees 46 minutes 12 seconds West, 760.66 feet; thence South 15 degrees 50 minutes 48 seconds East, 543.19 feet; thence South 88 degrees 36 minutes 15 seconds West, 2576.75 feet; thence North 01 degree 23 minutes 45 seconds West, 8.00 feet to a point of curvature; thence around o curve to the right through a centrol angle of 93 degrees 21 minutes 05 seconds, an arc distance of 439.75 feet, o rodius of 269.90 feet, and o chord bearing North 44 degrees 43 minutes 13 seconds West, 392.70 feet; thence North 88 degrees 02 minutes 40 seconds West, 33.00 feet; thence North 01 degree 57 minutes 20 seconds East, 2154.58 feet; thence North 89 degrees 30 minutes 17 seconds East, 198.00 feet to the point of beginning. Contoining 7,189,682 squore feet or 165.0524 ocres, more or less. CURVE TABLE NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ' ARC LENGTH CHORD LENGTH TAN BEARING C1 49'00'00" S 18'53'12" W 811.70 694.18 673.21 C2 59'14'00" S 13'46'12" W 769.60 795.62 760.66 C3 05'47'46" S 40'29'19" W 769.60 77.85 77.82 C4 53'26'14" S 10'52'19" W 769.60 717.77 692.04 C5 93'21'05" N 44'43'12.5" W 269.90 439.74 392.70 S 88'36'15" W C6 18'26'47" N 82'10'21.5" W 269.90 86.89 86.52 S 88'36'15" W C7 74'54'18" N 35'29'49" W 269.90 352.85 328.25 C8 104'27'03" S 36'22'43.5" W 15.00 27.35 23.71 LINE TABLE NUMBER BEARING DISTANCE LEGEND L1 N 89'19'00" E 383.02' L2 S 05'36'48" E 329.56' • 3/4" SOLID IRON ROD FOUND L3 S 43'23'12" W 275.20' • 1-1/4" IRON PIPE FOUND L4 S 15'50'48" E 543.19' L5 N 01'23'45" W 8.00' 0 1" IRON PIPE FOUND L6 N 88'02'40" W 33.00' L7 N 89'30'17" E 198.00' ® 2" IRON PIPE FOUND L8 N 89'30'17" E 164.97' L9 N 89'06'10" E 502.80' A RR SPIKE FOUND L10 N 88'02'40" W 467.33' O 1-1/4" X 30" SOLID IRON RE-ROD SET, MIN. WT. 4.30 L11 N 88'02'40" W 199.67' lbs./ft. ALL OTHER LOT CORNERS MARKED BY A 3/4" X L12 S 01'57'38" W 722.46' 24" SOLID IRON RE-ROD WITH CAP, MIN. WT. 1.50 lbs./ft. L13 N 89'30'17" E 33.03' SURVEYED BY: MAP NO. MAYA corporation DOCUMENT NO. CONSULTING ENGINEERING 600 GRAND CANYON DRIVE, MADISON, WI 53719-1044 VOLUME PAGES PHONE: (608) 833-0628 FAX: (608) 833-0746 E-MAIL: MAYOCO@MAYOENGRS.COM PLOT = CSM-PAGE2 DH-01-97 H:\DH-01-97\BASE.DWG SHEET 2 OF 5