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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> INSTRUCTIONS : 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. - — - <br /> � I I <br /> 9 10 - - <br /> - * - - - <br /> 16 15 <br /> - - — t - - <br /> SOUTHEAST CORNER OF SECTION 9, <br /> TOWNSHIP 9 NORTH, RANGE 12 EAST, <br /> TOWN OF YORK, DANE COUNTY, WISCONSIN. I I • <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 railroad spike at this corner and two ties from a previous tie sheet <br /> completed by John A. Prunuske, dated March 27, 1979. I set two new ties 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 <br /> depicting the relevant FOUND RAILROAD SPIKE AT <br /> monuments and reference ties THE SOUTHEAST CORNER OF <br /> which is sufficient in detail SECTION 9, T9N, R12E <br /> to enable accurate relocation FOUND NAIL <br /> of the corner monument if the ^ AND CAP IN <br /> corner monument is disturbed. 0. .0 POWER POLE <br /> Indicate north. \S�S6 ���D�i (Nw SIDE) <br /> i <br /> i <br /> MULLER ROAD <br /> LEGEND <br /> 0 SET 3/4" REBAR 8� ¶:\ <br /> --Q- FOUND NAIL --- 9N <br /> - EXISTING POWER POLE AND CAP IN ,1 SET PK NAIL IN <br /> POWER POLE f� POWER POLE <br /> (SE SIDE) (SW SIDE) <br /> NOT TO SCALE <br /> vi <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 /> "111111ll�, <br /> %%- 9c 4NSA//ii <br /> (type or print name) certify that the corner location shown R. ••; T <br /> on this record was determined by me or under my direction and GROSS <br /> ▪ • <br /> tr <br /> control and that this U.S. Public Land Survey Monument Record is ; <br /> correct and omplete to t/- best of my knowledge and belief. ▪ • 5-3017 <br /> ..SUN PRAIRIE. <br /> o I-z4-/,s— %/ (# '•., W I Q <br /> Signature Date '•..,,,,,,.•• y .•• <br /> SUR; `� <br /> �r11o11 <br /> FN: HOF05 L J <br /> 1405100 0000 <br />