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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: 12 <br /> TOWNSHIP 05 NORTH, RANGE 11 EAST <br /> 12 <br /> DANE COUNTY COORDINATES <br /> NORTHING: 421,066.16 <br /> EASTING: 886,172.18 4L <br /> HORIZONTAL DATUM &ADJUSTMENT: NAD 83(NSRS 2011) DANE COUNTY <br /> ORTHOMETRIC HEIGHT: 914.09 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 /> A 3/4" Iron Bar was found approximately 25 feet easterly of a fence corner running north and west. A pipe was <br /> found at the fence corner per the tie sheet by Genlie. The location of the 3/411 Iron Bar was accepted based on <br /> CSM No. 6249 completed by Richardson using a split distance between the Northeast and Northwest corners <br /> of Section 13 as done in the original notes. Overall the distance across the North line of the section is short <br /> compared to that of the original government notes. The location of the 3/4" Iron Bar was verified with the <br /> distances to the adjacent section corners based on CSM No. 6249. Four reference ties were established and <br /> tied to the corner. <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. <br /> / \ <br /> N / \ <br /> / \ <br /> FIELD / \ FIELD <br /> / \N <br /> w �h .8)/ rn \v3 <br /> ,r■ 0 <br /> X� ui � \t<` <br /> S` / P FENCE <br /> o i o' 20' °''/ o \• <br /> \T <br /> _ o <br /> .... 2/ Z SECTION CORNER-PER\' <br /> / TIE SHEET BY GRENLIE \ <br /> /N.84 262 '"E. • 25.52' \\ . <br /> . Q _S_84_11'13"E. <br /> N.88°51'23'w. 43.14' <br /> LEGEND \ / <br /> \ / SECTION CORNER-NEAR SPLR <br /> BETWEEN NE AND NW IN CORNERS <br /> Ir? OF SECTION 13 PER CSM 8248 <br /> 3/4"IRON BAR-SECTION CORNER 2\ E? / <br /> BD 4 <br /> QO FD. 1"IRON PIPE $\ /,). <br /> Q SET 3/4"IRON REBAR ''\ ui / <br /> * MARKED BY THIN LINE POSTS ,.., to /o� <br /> FIELD \ C /^^ FIELD <br /> .ap\ vi /4r <br /> \ / <br /> \ / <br /> VP <br /> CORNER IDENTIFICATION NUMBER 40511120020 <br />