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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 following nine elements (a <br /> through j). <br /> (a) CORNER LOCATION MARK CORNER LOCATION <br /> SECTION NUMBER: 31 <br /> TOWNSHIP 05 NORTH, RANGE 11 EAST <br /> 31 <br /> DANE COUNTY COORDINATES <br /> NORTHING: 399,576.05 <br /> EASTING: 862,297.30 • <br /> HORIZONTAL DATUM &ADJUSTMENT: NAD 83(NSRS 2011) DANE COUNTY <br /> ORTHOMETRIC HEIGHT: 870.91 VERTICAL DATUM: (NAVD 88) <br /> (b) Describe any record evidence, monument evidence, occupational evidence,testimonial evidence or <br /> any other material evidence you considered, and whether the monument was found or placed. <br /> A PK Nail was found with the top bent approximately 2" beneath the pavement surface. The PK nail was loose <br /> and removed and replaced with a Survey Spike in the same location being approximately 4' north of the <br /> centerline on Stebbinsville Road. Numerous existing reference ties were located from the previous tie sheets <br /> and checked well with distances shown. The distance between the two section corners checked well. The <br /> location of the Survey Spike was accepted based on the previous location of a PK Nail found and distances <br /> between the corner and the Rock County corner and verification of the existing ties. One additional reference <br /> tie was established and tied to the corner in a different direction. <br /> (c) CORNER LOCATION SKETCH: In the sketch, provide reference ties to at least 4 witness monuments of <br /> lasting durable material. <br /> (d) The sketch shall include physical features surrounding the monument location sufficient to easliy find the <br /> monument when in the general area, such as but not limited to utility poles, signs, trees, edge of forests or <br /> cropland, field lanes, water bodies, pavement, buildings, etc. Sketch shall also indicate north and scale, and <br /> include descriptions of symbols, in sketch or by legend. <br /> LEGEND LINE BEARING DISTANCE <br /> C A-B N 00°33'13"E 33.11' <br /> -0 SURVEY SPIKE-SECTION CORNER C A-C N 14°02'40"E 27.33' <br /> TREELINE <br /> SOUTHEAST CORNER SECTION 31 C.� B-C S 43°45'26"E 9.13' <br /> • ALUMINUM MONUMENT C D-E N 82°24'56"E 11.20' <br /> NORTHEAST CORNER SECTION 6, C <br /> ROCK COUNTY C B" 29.91' E 30.72' <br /> Q FD. 1"IRON PIPE C /T` C N79°05O S.88°37'21"E�/�/ _iOv�S�e�`vE__O <br /> Q SET 1 1/4"IRON REBAR C /4c'� vim`,1i/ -161%9"s , - _ , /// 1/4-)1/4.-.)1/4 <br /> TREE 48' A�/ <br /> * SET THIN LINE POST MARKER C`� / I`/ ��� ^�; ,12f �a• � • <br /> SOUTHEAST co/ I / / 354/%°55 5 E• �/°'�3� CORNER NORTHEAST 1/4 <br /> 1/4 CORNER co% i 66 3fi /6 <br /> SECTION 31 �/ 1 / 4/ N��'�N'-- N.A° 1fi //S5 SECTION 6, <br /> I / �i i� ROCK COUNTY <br /> PAVEMENT EDGE I/ / f� -------/ / N-399,576.70 <br /> / 1,144:;,./... / E-862,363.29 <br /> / N.89°26'27"E. 66.00' ELEV.-870.70 <br /> STEBBINSVILLE// :--��__ _ _ \ss° — — <br /> N ROAD ; 4\rh per\ 'S'7°/4 \``;s,�, <br /> l /ate• �,› \ •∎S' 26F \F <br /> PAVEMENT EDGE / / \\ ` I \ <br /> � 441./h/ /y /� \°O �SS■ GRAVEL \I CULVERT <br /> W �M1 Sh/ ,, ,s\ \O�e+ \?7_ `I DRIVEWAY ��PIPE <br /> / ∎"4\?8° �_ .gyp \S <br /> 1 ' -, /� O' \� \ I \` \\ <br /> ` TREE B' 2/,/y �\�\{yp�) \\ \ —1---- \ <br /> f // — tJ— TREE 5• \B, O— —O <br /> N.88°46'10 <br /> S S.85°56'49"W• 48.06' "6 - .....1.?„,, 40.37' <br /> 0 15' 30' TREE B 031 _�'4" \\ FENCE LINE <br /> •Y 3 38'■0 8.04°40'57"W <br /> 17.79' <br /> CORNER IDENTIFICATION NUMBER 40511310000 <br />