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Y~ <br />W . <br />Iii 41M AV1 S F ~ ~ C~ SDO W HWY 96 <br />ST C~pUD, MiNt~ ~ ~ ST.P~}IL 12, MANN J 261-7751 ~~V i _ ~~`Fy 484-3301 <br />L~ ASSOCIATES ~Cunsultin~,EnA~mn~t - land Su~reson <br />.~q a. ~ i ~H~~u', <br />314 OAN ;T., SAUK ~E NTRE, M'N CJ 3`? 3~~e4 <br />I hereby certify that this Certificate of Survey? Descnpt~on,~Easement ? Plan ~ or <br />Specification ? was prepared by me or under my direct supervision and that I am a <br />duly Registered Land Surveyor ~ Professional Engineer ? under the laws of the <br />State f Minne o ~ <br />Req. No. 9051 Date Noy. 8, 1?72 <br />~ ' <br />6~ ~ ,hh <br />~ <br /> <br />~ 4/,~ 4 ~ <br />A I 80 OVERALL DESCRIPTION <br />n 4 A'\ ~ Subject to State Trunk Highway 8-63, all that part of the SE 1/4 of Section 20, <br />'1 Town 30, Range 23 described as follows: Corranencing at the intersection of the <br />a centerline of said Highway 8-63 with the centerline of State Trunk Highway 100; <br />a• thence Northeasterly on the centerline of said Highway 8-63, 983.53 feet for point <br />of beginning; thence Southeasterly at right angles to said centerline, 340 feet; ~ 1 2 Ac (P~c/v/es ~Od~~ thence Southwesterly at ri ht an les 365 fe <br />9 9 et, thence Southeasterly at right angles ~ l 0~ 210 feet; thence Northeasterly at right angles 60 feet; thence Northwesterly at <br />q ~ right angles 100 feet; thence Northeasterly at right angles 500 feet; thence <br />~ rV~y~ ; deflect 10° right, 406.17 feet; thence deflect 100° left, 464.1 feet, more or less, <br />p~; ~~F _ ~ to the centerline of said Highway 8-63; thence Southwesterly on said centerline <br />'C l~ ~ y ~._.i.._ _ D to beginning. <br />~ - - . <br />Z PARCEL "A" <br />~N~lv hu ~ Subject to State Trunk Highway 8-63, all that part of the SE 1/4 of N a f D Section 20, Town 30, Range 23 described as follows: Commencing at the inter- <br />~ q ~ ~o' section of the centerline of said Highway 8-63 with the centerline of State <br />~ , - I Trunk Highway 100; thence Northeasterly on the centerline of said Highway 8-63, <br />~ ~ 983.53 feet for point of beginning; thence Southeasterly at right angles to <br />Q ~ said centerline, 450 feet; thence Northeasterly at right angles, 195 feet; ,r ~ thence deflecting 10° right, 123.11 feet; thence deflecting 100° left <br />- _ _ ,~~a~,-e (ef~;~~~~J sr~ e~ 461.4E feet, more or less to the centerline of said Highway 8-63; thence <br />Southwesterly on said centerline to beginning <br />~ r\ <br />a ~ <br />PARCEL "8" <br />~ ~ ' ~ ~ Subject to State Trunk Nighway 8-63, all that art of the SE / ~o~ P 1/4 of y~ II ~ Section 20, Town 30, Range 23 described as follows: Commencing at the inter- <br />I...• ~ section of the centerline of said Highway 8-63 with the centerline of State <br />~ o o-_ Trunk Highway 100; then-e Northeasterly on the centerline of said Highway 8-63, <br />1 '-j4o._ 983.53 feet for point of beginning; thence Southeasterly at right angles to <br />so... said centerline, 450 feet; thence Northeasterly at right angles, 195 feet; <br />~ ~ o thence deflecting 10° right, 406.17 feet; thence deflect 100° left, 464.1 feet, <br />I, ~ q more or less, to the centerline of said H' - F ighway 8 63; thence Southwesterly on ' said centerline to beginning, except that part described as follows: <br />4 ~ o ` ~ ~ all that part of the SE 1/4 of Section 20, <br />~ ~ ~ Town 30, Kange 23 described as follows: Commencing at the intersection of the <br />P .o centerline of said Highway 8-63 with the centerline of State Trunk Highway 100; <br />o thence Northeasterly on the centerline of said Highway 8-63, 983.53 feet for <br />~ ~ point of beginning; thence Southeasterly at right angles to said centerline _ ' <br />450 feet; thence Northeasterly at right angles, 195 feet; thence deflecting <br />` h ti 10° right, 123.11 feet; thence deflecting 100° left, 461.48 feet, mare or less, ' ~ • to the centerline of said Nighway 8-63; thence Southwesterly on said centerline <br />- _ 'h to beginning. <br />o - _ <br />~ 1 ~a <br />o V o <br />0 <br />1 0 h _ _ _ qa <br />u ~ - - ' --iao <br />o v <br />J y q~ sa X00 1/a V <br />1 ~ 90. <br />1 h - <br />- - <br />A <br />4 <br />h IP <br />h <br />0 40 ~ <br />ry ' <br />4 <br />o I~ ~ <br /> <br />c <br /> <br />' 0 <br />t ~ ~ , <br />n h <br />~ ' <br />~ .5~ - NO Q <br />/VOJC. U~J or~~cJ Jnow,oO7 4/4. rrom P~ e?/0~1 SUr~Pt~J <br />3-,91 <br />-0-'/Z <br />