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DANE COUNTY PUBLIC LAND SURVEY MONUMENT RECORD <br /> This record shall show the location of' the corner and shall include all of' the <br /> following nine elements (a through J). <br /> MARK CORNER LOCATION <br /> (a) CORNER LOCATION <br /> SECTION NUMBER 12 SOUTH CORER <br /> TOWNSHIP 6 NORTH, RANGE 8 EAST , 'ECT.(ON 12 <br /> DANE COUNTY COORDINATES - -T6NU--R8E <br /> 456 <br /> NORTHING ,080.88 (456,080.92) <br /> EASTING: 791,757.94 (791,757.77') I <br /> 0 ' <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTH❑METRIC HEIGHT: 972.06 ' VERTICAL DATUM: NAVD88 <br /> CO Describe any record evidence, monument evidence, occupational evidence, <br /> testimonial evidence or any other material evidence you considered, and whether <br /> the monument was found or placed. <br /> FOUND AND ACCEPTED A BRASS CAP MONUMENT THAT CHECKS WITH ONE TIE, A S❑IL <br /> SHED AND A FIELD INLET PER MOORE TIE SHEET DATED JUNE 17, 2014. ALSO FOUND <br /> AND ACCEPTED ONE TIE PER CARL SANDSNES TIE SHEET DATED FEB. 16, 2004. FOUND A <br /> 3// REBAR AND TWO 1' PIPES AND USED THOSE AS TIES. CONDITIONS ARE SHOWN BEL❑W, <br /> (c) CORNER LOCATION SKETCH1 in the sketch, provide reference ties to at least 4 <br /> witness monuments of lasting durable material. <br /> (d) The sketch shall include physical features surrounding the monument location <br /> sufficient to easily find the monument when in the general area, such as but <br /> not limited to utility poles, signs, trees, edges of forests or cropland, field <br /> lanes, water bodies, pavement, buildings, etc. Sketch shall also indicate north <br /> and scale, and include descriptions of symbols, in sketch or by legend. <br /> LEGEND <br /> S$ITT RO = FOUND 1 1/4' IRON PIPE <br /> NE • = FOUND 3/4' REBAR co <br /> k SOUTH t°• 159.3' = FOUND 1' IRON PIPE <br /> ICORNER (159.4' <br /> SECTION 12 159.4' = FOUND BRASS MONUMENT c� <br /> T6N, R8E s = RECORDED AS <br /> II <br /> )‹ <br /> TIE Is 4.s' OD 0 = FIELD INLET :� <br /> WEST or FENCE , oiy <br /> k L1 • — 5 N <br /> V <br /> 111.7' vj <br /> V (111.3') <br /> � <br /> I <br /> V`� * LINE # BEARING DISTANCE <br /> 4 L1 S 89'48'47" W 327.52' <br /> �V C, L2 S 3716'46" Jr 556.04' (556.15') <br /> V r �� <br /> k IA S 10'20'17" E 180.77' <br /> L5 S 02'37'39" Jr 202.91' (202.86') <br /> TIE IS 13.6' <br /> SW OF FENCE 40608120020 <br /> CORNER IDENTIFICATI❑N NUMBER: <br />