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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 /> CENTER 1/1 <br /> SECTI❑N NUMBER 6 ; CORNER <br /> 1 <br /> 1 <br /> 4 I J- <br /> T❑WNSHIP 6 NORTH, RANGE 8 EAST I'ECTKON q <br /> -0- _ <br /> DANE COUNTY COORDINATES - 4TCN,-fit <br /> NORTHING: 464,406.23 <br /> EASTING: 765,462.55 ' <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTH❑METRIC HEIGHT: 1,025.98' VERTICAL DATUM: NAVD88 <br /> (b) 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 /> SET A SURVEY SPIKE IN ASPHALT AS THE CENTER 3'4 CORNER. THE POSITION WAS <br /> SOLVED WITH A BEARING-BEARING INTERSECTION USING THE N 3'4 - S 3'4 LINE AND THE W <br /> 3'4 - E 34 LINE. THREE PROPERTY CORNERS FROM C.S.M. 7023 WERE USED AS TIES AND <br /> ONE '4' REBAR WAS SET AS A NEW TIE. CONDITIONS ARE SHOWN BELOW. <br /> (c) CORNER LOCATION SKETCH: in the sketch, provide reference ties to at least 4 <br /> witness monuments of' lasting durable material. <br /> (CI) 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 /> 111.2' <br /> -- - - _ _ _ _ 11.9' ii <br /> 99.31 799.36') 4-1 <br /> '4 k <br /> DI <br /> >•tS X ccli CENTER %4 <br /> L 0 T 3 4 xDRIVE `VI CORNER <br /> C. S. M 7 0 2 3 1.. WAY SECTION 16 LEGEND <br /> T6N, R8E <br /> 641 0 = SET 3/4'x24' REBAR <br /> 2.7' VT 1,5 LB PER UN FT <br /> \ \S 531'50'50" W 1 x ,°r • s 2, • = FOUND 1' IRON PIPE <br /> —32.16 e = SET SURVEY SPIKE <br /> I S 871'07'11" E IN ASPHALT <br /> 9.3' 44><1..,_ 22.57' ( ## ) = RECORDED AS <br /> ral. I <br /> 40608062020 <br /> CORNER IDENTIFICATION NUMBER: <br />