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U.S PUBLIC LAND SURVEY MONUMENT RECORD <br /> Note: This form is intended and designed to fulfill all requirements of Wisconsin Administrative Code chapter A-E 7.08, U.S. <br /> Public Land Survey Monument Record(3)(a)(b)(c)(d)(e)(f)(g)(h)(i). An additional sheet may be added if necessary to <br /> conform with said requirements. <br /> (a)CORNER LOCATION: TOWNSHIP 9 N I I <br /> RANGE --+---+-- <br /> ANGE 9E <br /> I I <br /> 1 1 • <br /> TOWN/CITY/VILLAGE TOWN OF VIENNA I I <br /> --+----I---- <br /> COUNTY DANE COUNTY I I <br /> DANE COUNTY COORDINATES N 549541.96 <br /> SECTION 14 <br /> E 821585.99 <br /> (b)(f)(g)(h)Description of monument found at this corner and if it was accepted. State all evidence(material, testimonial, <br /> occupational,plats, records, other monuments used as a basis for accepting. If not accepted or if nothing was found,state <br /> evidence used as a basis for establishing location. If reestablished through lost corner proportionate methods, indicate all <br /> monuments,distances and directions used to establish. <br /> THIS SECTION CORNER MONUMENT WAS RECONSTRUCTED AND REQUIRED A NEW TIE SHEET PER STATE <br /> CONSTRUCTION PROJECT ID 1011-01-75. I WAS ABLE TO FIND,SURVEY AND ACCEPT THE SECTION CORNER LOCATION <br /> WITH RICHARD MARKS'2019 TIE SHEET. A CUT'X'WAS SET IN THE CONCRETE PAVEMENT OF NORTH BOUND 190/94. <br /> NEW AND EXISTING TIES WERE MEASURED AND SET AS SHOWN. <br /> (c)(d)(e)Plan view of corner with ties to al least 4 witness monuments. If in disagreement with previously established <br /> corner,show the distances between the two corners and also indicate the ties to the disputed corner. <br /> NOTES <br /> 1. COORDINATES ARE REFERENCED TO THE WISCONSIN COORDINATE REFERENCE SYSTEM(WISCRS), DANE COUNTY, <br /> NAD83(2011). <br /> \ ----, THIN LINE POST <br /> LEGEND <br /> \ 0 <br /> SECTION CORNER MONUMENT SET <br /> north 9319, �',,a? (CUT X'SET IN CONCRETE PAVEMENT) <br /> p VI �c F WITNESS MONUMENT FOUND <br /> 1 ' I , I I ' 10D 0^}�O N N �. (1-1/4"X 30"SOLID ROUND IRON ROD) <br /> SCALE:1"=100' apt 3. \ X CUT X'SET ON CONCRETE SHOULDER <br /> 9ti31ry\• n,oi • ��.' <br /> / " .,?s. <br /> Dal / 2? <br /> N.1 k., N 22°48'37"E 27.97\ <br /> V., I *\T <br /> / X <br /> N 86°34'43"E 26.68' <br /> • /� E 129.40' THIN LINE POST x__ <br /> THIN LINE POST S 86°28'00"W 243.33' `� (,,,,i:99:5521:5301:E 129.47 <br /> 15'SOUTH OF (S 86°28'00"W 243.25') <br /> POWER POLE <br /> 9 <br /> h <br /> rv. O o S <br /> s. <br /> ry Hp /5 9 <br /> /,7\ ^ : pry°;n o° �y w q ^^'9 Z�y` S� °•p\gyp,y0pry yo\ST <br /> G <br /> 8� 5 c,\O <br /> OG\S.ZQ <br /> THIN LINE POST <br /> 7'EAST OF \\\%‘111111/0/('+ , <br /> POWER POLE \\\�`C�.. .. i1 /////'• <br /> (i) I, ANDREW R. MOORE, P.L.S. S-3028 `\ --' //1/ <br /> CERTIFY THAT THE CORNER LOCATION ON THIS RECORD WAS DETERMINED ; ANDREW <br /> BY ME OR UNDER MY DIRECTION AND CONTROL AND THAT THIS U.S. PUBLIC R.MOORE <br /> LAND SURVEY MONUMENT RECORD IS CORRECT AND COMPLETE TO THE - S-3028 <br /> BEST OF MY KNOWLEDGE AND BELIEF. POYNETTE, <br /> -;.X WIS. :'4:4-' <br /> 7 A_ /0/)4 l z� /���SURNI <br /> SIGNATURE / DATE l l <br /> qb go a 142000 <br />