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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 following nine elements (a <br /> through j). <br /> (a) CORNER LOCATION MARK CORNER LOCATION <br /> SECTION NUMBER: 16 <br /> TOWNSHIP 05 NORTH, RANGE 10 EAST <br /> 16 <br /> DANE COUNTY COORDINATES <br /> NORTHING: 415,345.76 <br /> EASTING: 838,460.32 IL <br /> HORIZONTAL DATUM &ADJUSTMENT: NAD 83(NSRS 2011) DANE COUNTY <br /> ORTHOMETRIC HEIGHT: 902.45 VERTICAL DATUM: (NAVD 88) <br /> (b) Describe any record evidence, monument evidence, occupational evidence,testimonial evidence or <br /> any other material evidence you considered, and whether the monument was found or placed. <br /> No Monument was found. One reference tie from the previous Schneeberger tie sheet was recovered. Two <br /> irons from CSM No. 11558 were recovered. The corner was established based on distances from adjoining <br /> corners that checked well from previous surveys and verification of the one existing tie that was found. A <br /> Survey Spike was set and three additional reference ties were established. <br /> (c) CORNER LOCATION SKETCH: In the sketch, provide reference ties to at least 4 witness monuments of <br /> lasting durable material. <br /> (d) The sketch shall include physical features surrounding the monument location sufficient to easliy find the <br /> monument when in the general area, such as but not limited to utility poles, signs, trees, edge of forests or <br /> cropland, field lanes, water bodies, pavement, buildings, etc. Sketch shall also indicate north and scale, and <br /> include descriptions of symbols, in sketch or by legend. TIE 1'WEST DF� <br /> TREE CLUSTER <br /> N 4-TREE CLUSTER <br /> (�----N.:.128'20"W.- <br /> X 54.74' <br /> 1 . I ova ' A./. <br /> W ri? �O' 1 h/OI <br /> TN pj/ U'\I Q a 2/� FENCELINE <br /> / ` / <br /> S / Io <br /> 0 25' 50' ^j/ IQ:P <br /> ...i N/ `\ / Irj� <br /> co N/ / I2 <br /> O. A� / I' <br /> TIE 1'NORTH .S. <br /> OF TREE / -s_BQ..17.2211,-- , % <br /> 5928 . ``QC LINE BEARING DISTANCE <br /> �� ` GRAVEL <br /> A-B N 88°19'00"E 30.14' <br /> �� �% (DRIVEWAY A-C S 66°21'38"E 22.13' <br /> TREE 17 <br /> `S'y� W —±Z B-C S 45°16'39"W 13.87 <br /> LEGEND �s'd, 0 12 <br /> ,r.,,. 0 ■ I <br /> SET SURVEY SPIKE-SECTION CORNER �`��• — \ ip <br /> U,\ I <br /> QO FD. 1"IRON PIPE <br /> a FD.3/4"IRON BAR 7%p, <br /> 61,, 5% I• <br /> 0 SET 3/4"IRON REBAR Y •�`;i� <br /> a ` <br /> ° "8 <br /> CORNER IDENTIFICATION NUMBER 40510160020 <br />