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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 /> MARK CORNER LOCATION <br /> (a) CORNER LOCATION <br /> SECTION NUMBER 29 CENTER CORNER <br /> 4 <br /> TOWNSHIP NORTH, RANGE 8 EAST <br /> SECTION 49 <br /> • - <br /> DANE COUNTY COORDINATES <br /> N❑RTHING: 443156.72 <br /> EASTING: 770559.44 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> ❑RTH❑METRIC HEIGHT: 986.43 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 /> ALL SURVEYS IN THIS AREA SHOW THE CENTER BEING CALCULATED FROM BEARING/BEARING <br /> SPLIT ALONG WITH THE BLUE BOOK NOTES VOL. 4, PAGE 202. I CALCULATED THIS POSITION <br /> USING THIS METHOD AND FOUND THE DISTANCE TO THE WEST CORNER OF 29 PER CHENEY MAP <br /> #7014L TO BE 1.07' LONG, I BELIEVE THAT 1 OR MORE OF THE SPLITTING SECTION CORNERS <br /> HAVE BEEN REPLACED SINCE CHENEYS SURVEY IN 1972. I HELD THE CALCULATED POSITION <br /> FROM EXISTING MONUMENTS AND SET A 13/4' REBAR AT THE CENTER OF SECTI❑N AND TIED OUT <br /> 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 /> (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 /> 1,22 <br /> Z q <br /> • <br /> 411 rt) <br /> DRIVEWAY > cti <br /> #2033 N 89°19'28' W <br /> 35.24 LEGEND <br /> N 89°51'59' E <br /> 39.69 g 3 <br /> ‘614,70'4 r, 0 <br /> WT .54LB PER LIN FT <br /> (U 4,4+'29r4,4) • = FOUND 3/4' REBAR <br /> In In = SET 1 1/4'x30' REBAR <br /> co in <br /> VT 4,30 LB PER LIN FT <br /> NE R/W CORNER ~ <br /> FROM CHENEY o <br /> MAP #7014L <br /> 40608292020 <br /> CORNER IDENTIFICATI❑N NUMBER: <br />