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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). MARK CORNER LOCATION <br /> (a) CORNER LOCATION <br /> 1 sif, <br /> I <br /> SECTI❑N NUMBER 19 <br /> 4 + <br /> TOWNSHIP 7 NORTH, RANGE 8 EAST NORTH CORNER <br /> SECTION 119 <br /> I <br /> 7'7N, R8.k <br /> DANE COUNTY COORDINATES - <br /> I <br /> t fi <br /> NORTHING: 482,949.87 <br /> EASTING: 765,891.49 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTHOMETRIC HEIGHT: 1,183.34 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 1 /4' RE-BAR AND 1 TIE PER DONALD PAULSON TIE SHEET DATED <br /> JAN. 27, 1986. SET THREE NEW TIES. 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 /> (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 /> W <br /> A <br /> En o • <br /> o i *.N 2:e. '' Es, <br /> 7:e'fr, A,, LEGEND <br /> II `s9 O'•• 69 4 WT. <br /> ,. A6 V = SET 3/4'x24' REBAR <br /> OLD SAUK ROAD Air 14 WT 1.5 LB PER LIN FT <br /> 57 NORTH CORNER • = FOUND 3/4' REBAR <br /> 'w ASPHALT ,3A" SECTION 19 <br /> i$ 59°�5 T7N, R8E e = FOUND 1 1/4' REBAR <br /> ri) : CURB ( ## ) = RECORDED AS• <br /> �� pj- -� * = SURVEY MARKER POST SET <br /> 2' OFF BO 4 OO O N 00 <br /> O <br /> ' �O <br /> 40708180020 <br /> CORNER IDENTIFICATION NUMBER: <br />