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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 Co. through J). MARK CORNER LOCATION <br /> (a) CORNER LOCATION <br /> SECTI❑N NUMBER 31 w 1/4 G'OR11 ER <br /> 1 <br /> TOWNSHIP NORTH, RANGE 8 EAST <br /> SECTION 31 <br /> DANE COUNTY COORDINATES - -T7N,_-R8E <br /> NORTHING: 469625.96 <br /> EASTING: 763114.43 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTHOMETRIC HEIGHT: 1007.19 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 /> FOUND AND ACCEPTED A BROKEN TOP ALUMINUM MONUMENT AND 3 TIES PER HOWARD <br /> LICHT TIE SHEET DATED MARCH 3, 2003. I SET A 134' REBAR THROUGH THE BROKEN <br /> MONUMENT AND SET 1 ADDITIONAL TIE AS SHOWN BELOW. <br /> (c) CORNER L❑CATI❑N SKETCH! in the sketch, provide reference ties to at least 4 <br /> witness monuments of lasting durable material. <br /> COI) 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 /> 1 <br /> '\'''' LEGEND <br /> 0 = SET 3/4'x24' REBAR <br /> ✓ VT 1.5 LB PER LIN FT <br /> ' QICo <br /> X = FOUND DENT IN CULVERT II <br /> NO • = FOUND 1' IRON PIPE L. <br /> Z <br /> x = FOUND 1 1/4' REBAR N <br /> = SET 1 1/4' X 30' REBAR <br /> 11:' . 4 i <br /> s . VT 4.63 LB PER LIN FT rn <br /> '' ,.0 ( ## ) = RECORDED AS <br /> l <br /> lo4d 4 0 = UTILITY PEDESTAL <br /> �o'',. , <br /> s 4 <br /> w ' — <br /> -. � <br /> CZ <br /> W <br /> J <br /> S 88' 7'43' E 1�Z D <br /> ( 2,645) 3 "'000 N 82'39'06' W `1 75.91 co <br /> W c� r'✓ JT 5.90 <br /> > CO .%cA ti= - <br /> a ao6, i. <br /> J <br /> S 05.37'26' E <br /> 35.90 <br /> 40707362000 <br /> CORNER IDENTIFICATION NUMBER: <br />