Laserfiche WebLink
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 /> I I I <br /> SECTI❑N NUMBER 9 ,EAST 1/4 <br /> 4 I 4- <br /> TOWNSHIP 7 NORTH, RANGE 8 EAST , 'ECTKON <br /> DANE COUNTY COORDINATES <br /> Qb <br /> TRUE CORNER <br /> NORTHING: 490,851.65 <br /> -T7.0— E <br /> EASTING: 779,191.41 I <br /> MEANDER CORNER "A" MEANDER CORNER "B" <br /> NORTHING: 490,940.43 490,726.68 <br /> EASTING: 779,192.26 779,190.18 <br /> HORIZONTAL DATUM & ADJUSTMENT: NAD83 (2012) <br /> MC"A" 950.61' <br /> ❑RTH❑METRIC HEIGHT:MC'B" 951.65'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 BUILDING CORNERS WHICH WERE USED AS TIES PER ROSS MICHAELS TIE SHEET <br /> DATED APRIL 12, 2000. I SET TWO MEANDER CORNERS AND TWO NEW TIES. CONDITIONS <br /> 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 /> NE CORNER <br /> SECTION 9 o� LEGEND <br /> T7N, R8E SOUTH o • c° GREENVIEW <br /> y ° '44 DRIVE 0 = SET 3/4'x24' REBAR <br /> WT 1.5 LB PER LIN FT <br /> co �L tV p�' o L1 = SET 1.25' REBAR AS MEANDER CORNER <br /> O CURB + = TRUE CORNER POSITION Iry ® = COMMUNICATIONS VAUL T <br /> II <br /> VI ® 0 = UTILITY POLE <br /> ASPHALT ASPHALT e = FOUND SECTION CORNER <br /> N ( as ) = RECORDED AS <br /> -44 1P V TRUE CORNER R �►`� 4 LINE TABLE <br /> EAST 1/4 q <br /> SECTION 9 .-1 \ 49, :S LINE # BEARING DISTANCE <br /> T7N, R8E S L1 N 22'54'27"" Jr 118.70' <br /> L2 N 00'32'59" E 88.79' <br /> EA 13 N 41'23'18" E 146.74' <br /> 14 S 00'33'40" Jr 124.98' <br /> ASPHALT N L5 S 15'05'42" E 65.28' (65.12') <br /> �, L6 N 24.57'54" E 41.29' (41.31') <br /> MC B' rn M O L7 N 58'29'30" E 67.34' (67.34') <br /> O• F, L8 S 54'49'17" E 69.22' (69.22') <br /> SE CORNER N <br /> SECTION 9 in <br /> T7N, R8E <br /> 40708092000 <br /> CORNER IDENTIFICATION NUMBER: <br />