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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to the <br /> U.S. Public Land Survey System T6N <br /> R9E <br /> East 1/4 corner, Section 1, T6N, R9E <br /> Found City of Madison brass cap monument <br /> Date of survey: November 5, 2015 <br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence <br /> you considered, and weather the monument was found or placed. <br /> I found the City of Madison brass cap monument set by Carl M. Sandsnes in good <br /> condition and accepted its location. I found one of the three witness monuments <br /> set by Sandsnes. See his monument record dated October 31, 2007. Construction <br /> in the area appears to have destroyed Sandnes' other three witness monuments. I <br /> set three additional witness monuments as shown below. <br /> (c) In the plan view below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of <br /> concrete, material stone, iron or other equally durable material.) Describe witness monuments. <br /> (d) Show a plan view drawing <br /> depicting the relevant <br /> monuments and reference ties 4sp,,,, a N a <br /> which is sufficient in detail to 44ct t" a <br /> enable accurate relocation of pi ' Q o <br /> the corner monument if the <br /> corner monument is disturbed. <br /> Indicate north. 6,t �' •WOODEN <br /> r,? ;n�^ SIGN <br /> CLAYTON '3);ss∎Nz'N 6 39 65' • <br /> ROAD 6, w\ <br /> ' V <br /> 4.1,p �O\O <br /> 9 FOUND CITY OF MADISON BRASS <br /> CAP MONUMENT <br /> UTILITY <br /> POLE <br /> • FOUND 1" IRON PIPE <br /> o SET 3/4" X 18" REBAR z "' In <br /> ( ) RECORDED AS DIMENSION <br /> 0 <br /> co 0 ` 30' { 60 <br /> tY SCALE: 1"=30' <br /> (e) Describe any material discrepancy between the location of the corner as restored and the location of that corner previously <br /> restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show <br /> the distances between the corner as previously restored or reestablished and (1) the corner as restored or reestablished, <br /> and (2) to at least 2 of the witness monuments shown on the drawing above. <br /> There are no known discrepancies. <br /> (f,gdch) Was the corner restored through: <br /> ((1 Acceptance of an obliterated evidence location, or ���� ► will/ <br /> 2 Acc 'tance of a found '- ,- uated location, or `���� C Q Ns ��i�i <br /> (3) Lost corner proportionate methods? os corner methods were used, show the �� ,IN,...,, .......• f <br /> method, including the direction and distances to other Public Land Survey corners used . • '•.V tr <br /> as evidence or uses for proportioning in determining the corner location. ROSS A. <br /> MICHAELS ' <br /> S-1696 <br /> (i) I, Ross A. Michaels , certify that the corner location shown on this record MIDDLETON <br /> was determined by me or under my direction and control and that this U.S. Public • WI �.� <br /> Land Survey Monument Record is correct and complete to the best of my 'ii ''.••••••'••• �.`- <br /> knowledge and belief. �//11_1II �"``�.��NN‘ <br /> tea/ 060.101 2,000 <br /> Signature Date Affix Land Surveyor Seal <br />