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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> I N S T R U C T I O 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. I I 1 <br /> public land survey system. 1 <br /> • = Corner monument restored. - — - - <br /> 1 1 1 <br /> 8 9 _ _ 1 I <br /> I I _ _ <br /> 17 16 I I I <br /> — - - — - - <br /> S O U T H E A S T CORNER OF SECTION 8, <br /> TOWNSHIP 9 NORTH, RANGE 12 EAST, <br /> TOWN OF YORK, DANE COUNTY, WISCONSIN. 1 I 1 . <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 PK nail at this corner and three ties from a previous tie sheet <br /> completed by George A. Weir, dated December 30, 1982. I set a new tie as <br /> 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 FOUND PK NAIL AT THE <br /> depicting the relevant SOUTHEAST CORNER OF <br /> monuments and reference ties SECTION 8, T9N, R12E <br /> which is sufficient in detail SE CORNER OF BASE OF <br /> SET 7.5't <br /> to enable accurate relocation "FRANK D. REALS" NORTH OF <br /> of the corner monument if the GRAVESTONE ��/Q STREET SIGN <br /> corner monument is disturbed. r‘,.. STREET SIGN <br /> Indicate north. 0`2 <br /> MULLER ROAD <br /> LEGEND / p N <br /> 0 SET 3/4" REBAR �)/ / ,, r,),\ <br /> \i" x 24" IRON PIPE FOUND .)�/ J N <br /> / S ON <br /> NOT TO SCALE Q <br /> Lu <br /> 0 <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 /> I- AI 7 <br /> .\%•- SCOI vs//// <br /> (type or print name) certify that the corner location shown <br /> ■ * • ADAM R. • <br /> on this record was determined by me or under my direction and GROSS <br /> control and that this U.S. Public Land Survey Monument Record is ... S-3017 <br /> correct an omplete to th best of my knowledge and belief. i % SUN PRAIRIE <br /> 9Signa ure Date o1 •'/ t', \ <br /> /I S U BJ��\ <br /> FN: HOF05 L J <br /> Jocj 1aog0000 <br />