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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 /> (a) CORNER LOCATION MARK CORNER LOCATION <br /> SECTION NUMBER 1 EAST ''ORNER <br /> I I <br /> TOWNSHIP 6 NORTH, RANGE 8 EAST fS'ECTION I <br /> DANE COUNTY COORDINATES - -T&N,-_ 4 <br /> NORTHING: 464,005.44 (464,005.24') <br /> EASTING: 794,505.66 (794,505.76) <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTH❑METRIC HEIGHT: 1,048.40 ' 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 BRASS MONUMENT. FOUND ONE TIE PER CARL SANDSNES TIE SHEET DATED <br /> FEBRUARY 16, 2004. SET ONE NEW TIE. FOUND TWO PROPERTY CORNERS FROM THE <br /> "HILLVIEW HEIGHTS ADDITION TO MEADOWOOD' SUBDIVISION, CONDITI❑NS ARE SHOWN <br /> 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 /> lf .L .L .W AIZBIL & .G. K AI <br /> ql <br /> 01 18.8' <br /> ° <br /> LEGEND <br /> �I°I 1 03 o o <br /> E-I I o O ASPHALT 0 = SET 3/4'x24' REBAR II <br /> lol 0)DRIVE WT 15 LB PER LIN FT <br /> 51q1 - _O - EAST X = FOUND 1 1/4' REBAR <br /> ~I QI rn y� CORNER • = FOUND 3/4' REBAR W <br /> 44i 2 411 / SECTION 1 y• T6 N, R8E 0 = FOUND WITNESS MONUMENT V <br /> rn <br /> lol -_ _ _ p = SET BRASS MONUMENT <br /> 41 6.,1 <br /> k k O = TRANSFORMER <br /> .--.1 HH ) = RECORDED AS <br /> I I 0 LJ <br /> ,4I°I SUBSTATION <br /> ~I Co N <br /> JI <br /> I~I :'o) LINE TABLE <br /> ql O N LINE # BEARING DISTANCE <br /> ql 4 co L1 N 46'49'25" E 48.86 (48.86') <br /> �I N L2 S 51'14'18" E 56.05 <br /> 40608012000 <br /> CORNER IDENTIFICATION NUMBER: <br />