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U.S. PUBLIC LAND SURVEY MONUMENT RECORD I N S T R U C T I O N S : This record shall show the location of the corner and shall include all of the following nine elements (a through 1). (a) Identify the corner by reference to the U.S. 1 * 1 public land survey system. • = Corner monument restored. - - -I - - - 1 I 13 13 — — — —24 I 24 24 — I — — I I - - -± - -1- - 1--- - - MEANDER CORNER FOR THE NORTH 1/4 CORNER OF SECTION 24, TOWNSHIP 8 NORTH, RANGE 9 EAST, CITY OF MADISON, DANE COUNTY, WISCONSIN. (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. I found a City of Madison brass cap monument at the meander corner and 3 existing ties from a previous tie sheet done by Carl M. Sandsnes, dated March 21, 2007 and set one new tie as shown below. (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness monuments shall be made of concrete, natural stone, iron or other equally durable material). Describe witness monuments. (d) Show a plan view drawing depicting the relevant NORTH 1 4 CORNER OF SECTION 24, m FOUND CITY OF MADISON BRASS monuments and reference ties TBN, R9E TRUE CORNER LIES IN LAKE CAP MONUMENT AT THE MEANDER which is sufficient in detail WCCS (DANE) RECORDED COORDS. CORNER FOR THE NORTH 1 4 to enable accurate relocation N: (514,960.93) CORNER OF SECTION 24, T8N, R9E of the corner monument if the E: (824,377.08) WCCS (DANE) MEASURED COORDS. corner monument is disturbed. N: 514,949.62 (514,949.60) Indicate north. E: 825,019.25 (825,019.24) FOUND 1't WEST OF 5' HIGH FOUND 1'1 METAL POST WEST OF LAST \tea' WOOD FENCE (642.20 \,--N- POST 642.27' \ __ 147.41___ X EX. FENCE LEGEND / 0 FOUND CITY OF MADISON 0�/ \N nn WITNESS MONUMENT 11I / \\�2 NOT TO SCALE M EXISTING HYDRANT / N N / \ TOP NUT OF EXISTING HYDRANT (e) Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show the distances between the corner as previously restored or reestablished and (1) the corner as restored or reestablished, and (2) to at least 2 of the 4 witness monuments shown on the drawing in (d), above. No known discrepancy (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? A found perpetuated location (g&h) Was the corner reestablished through lost corner proportionate methods? If so, show the method, including the directions and distances to other public land survey corners used as evidence or used for proportioning in determining the corner location? No Affix Land Surveyor Seal I- Oto11111//iii CCONS(type or print name) certify that the corner location shown . ;�• ADAM R. •••� 4. on this record was determined by me or under my direction and .". • GR�$$ control and that this U.S. Public Land Survey Monument Record is .. i 8_3017 correct and . plete to the j est of my knowledge and belief. t SUN PRAIRIE ' 08-3>-ZO!(o ' e•••• WI •.OQ ` Signature Date 4, Fil,O••••••••••�``• i,,��ISURNI:°NN FN: 116.0181.30 L J Li 0809 1 3oD0