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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> I N S T R U C T I 0 N S : This record shall show the location of the corner and shall <br /> include all of the following nine elements (a through i). <br /> (a) Identify the corner by <br /> reference to the U.S. <br /> public land survey system. <br /> • = Corner monument restored. —I __ <br /> I I I <br /> 7 8 - - _ � <br /> I I <br /> 7 8 <br /> EAST 1/4 CORNER OF SECTION 7, — —) __ 1_ <br /> TOWNSHIP 6 NORTH, RANGE 7 EAST, <br /> TOWN OF SPRINGDALE, DANE I I <br /> COUNTY, WISCONSIN. <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 /> I found a brass cap monument at this corner and no existing ties from <br /> previous tie sheet done by Robert A. Johnson, dated April 22, 2002. I set <br /> four new ties as shown below. <br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. <br /> (Witness monuments shall be made of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> (d) Show a plan view drawing LEGEND EDGE OF PLANTED <br /> depicting the relevant FIELD/WATER <br /> monuments and reference ties Q SET 3/4" REBAR DRAINAGE WAY <br /> which is sufficient in detail <br /> to enable accurate relocation OAK TREE ——-0 <br /> of the corner monument if the 46_5.45_——— <br /> corner monument is disturbed. _——— <br /> Indicate north. <br /> /":///1 <br /> I <br /> i I <br /> °°?i�, FOUND BRASS CAP <br /> ,5c3/ 1 MONUMENT AT THE EAST <br /> NOT TO SCALE 6 d7 1 1/4 CORNER OF SECTION 7, <br /> i 36' I T6N, R7E <br /> EXISTING WHITE WOODEN BARN d I SET 13.5'± EAST OF <br /> (WESTERN MOST BUILDING) / 48" 148" OAK TREE <br /> i I <br /> NORTHEAST / I <br /> CORNER OF BARN <br /> FOUNDATION AS d SET 13'± NORTH OF <br /> TIE BUILDING CORNER <br /> EXISTING TIN OUTBUILDING <br /> (EASTERN MOST BUILDING) <br /> (e) Describe any material discrepancy between the location of the corner as restored or <br /> reestablished and the location of that corner as previously restored or reestablished <br /> by distance and direction. Show the discrepancy on the plan view drawing under (d), <br /> above. Show the distances between the corner as previously restored or reestablished <br /> and (1) the corner as restored or reestablished, and (2) to at least 2 of the 4 witness <br /> monuments shown on the drawing in (d), above. <br /> No known discrepancy <br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a <br /> found perpetuated location? <br /> A found perpetuated location <br /> (g&h) Was the corner reestablished through lost corner proportionate methods? If so, show the <br /> method, including the directions and distances to other public land survey corners used as <br /> evidence or used for proportioning in determining the corner location? <br /> No <br /> Affix Land Surveyor Seal <br /> r <br /> .%0 CON /// <br /> (i) I, /4D44h la, Giza ss ADAM R. •� <br /> (type or print name) certify that the corner location shown % <br /> on this record was determined by me or under my direction and GROSS • <br /> control and that thi U.S. Public Land Survey Monument Record is % S-3017 .: <br /> correct and co , e to the best o/ y knowledge and belief. •;SUN PRAIRIE t <br /> ' - OZ -/7-Zo/ _ % `'9j�••... WI ...•'yQQ� <br /> Signature ' Date e <br /> FN: 113.0376.30 L J <br /> 4000707 2.000 <br />