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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 i). (a) Identify the corner by reference to the U.S. I I public land survey system. • = Corner monument restored. — —I — I I I 6 5 - - I — — 7 8 I I I MEANDER CORNER FOR THE SOUTHWEST __ —I __ t CORNER OF SECTION 5, TOWNSHIP 7 I I 1 NORTH, RANGE 10 EAST, CITY OF • I I I 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 an concrete monument with brass cap at the meander corner for the Southwest corner of Section 5 and three (3) existing ties from previous tie sheet done by Ross A. Michaels dated February 13, 2009 and set two (2) new tie as shown below. The true corner falls in the existing house. (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 TRUE CORNER FALLS material). Describe witness monuments. RECORDED COORDS. N. (488,774.95) (d) Show a plan view drawing FOUND CONCRETE MONUMENT WITH E: (831,371.18) depicting the relevant BRASS CAP AT THE MEANDER monuments and reference ties CORNER FOR THE SOUTHWEST W EXISTING which is sufficient in detail CORNER OF SECTION 5, T7N, R10E, 'v- to enable accurate relocation WCCS (DANE) MEASURED COORDS. c, '-'. BRICK HOUSE N: 488,744.91 (488,744.96) N o #2402 of the corner monument if the ; o"' corner monument is disturbed. E: 831,370.40 (831,370.30) • 2 Indicate north. . + o° 4 I z ,1 Q 16 1`�_I! 17.36 c. ,. IN '\ " \ EXISTING SIDEWALK o LEGEND EXISTING BLOCK il 1 p \ RETAINING WALL D 1.3i Q 1"PINCH PIPE FOUND (TYPICAL) x I∎.*, ME; \ x CHISELED CROSS FOUND je`.``�•�p•" o\\ EXISTING CURB INLET p / // 6' o � \ / o rn w.\ �/ sc' EXISTING FIRE HYDRANT // Q01cjG E. .---,3, \ Vf` V \ EXISTING POWER POLE \ EXISTING FIRE pp,K NEE HYDRANT \ SCALE: 1"=30' (TOP NUT) /�v \ (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- N 87*, 41.• t� � c�... + '• (1) 1, /41DP4-4-i R- G2c SS •* rr • .6 ADAMR. \It or (type or print name) certify that the corner location shown • . GROSS ,r• ' • . on this record was determined by me or under my direction and • _ control and that this U.S. Public La Survey Monument Record is = S-3017 OW correct and c lete to the best f my knowledge and belief. SUN PRAIRIE: .�. 6//y//7 Ii < WI ••'• Q' � Signature Date '.,47••........••• •� '�i'44ills SURV ��,. 111111 FN: 116.1077.30 L J 14017 1001 0006