Laserfiche WebLink
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. I <br /> public land survey system. <br /> • = Corner monument restored. <br /> I I I <br /> 8 9 _ _ - • <br /> I I <br /> 8 9 <br /> — <br /> EAST 1/4 CORNER OF SECTION 8, t <br /> TOWNSHIP 9 NORTH, RANGE 12 EAST, <br /> TOWN OF YORK, DANE COUNTY, WISCONSIN. C <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 set 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 FOUND RAILROAD SPIKE AT <br /> depicting the relevant THE EAST 1/4 CORNER OF <br /> monuments and reference ties SECTION 8, T9N, R12E <br /> which is sufficient in detail <br /> to enable accurate relocation <br /> of the corner monument if the SET 8f SET 8't <br /> corner monument is disturbed. EDDGE OF Q p EDGE OF <br /> \ 6 EDGE OF <br /> Indicate north. PAVEMENT 1\ /0 PAVEMENT <br /> \ / <br /> —X X \ / <br /> FENCE <br /> / <br /> LEGEND / \ <br /> / <br /> 0 SET 3/4" REBAR SET 8't J \ <br /> WEST OF d ) - \ �- SET 8't <br /> b EAST OF <br /> EDGE OF N Q EDGE OF <br /> PAVEMENT PAVEMENT <br /> W <br /> NOT TO SCALE <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 /> s" SCONS <br /> � /A ee <br /> "i', <br /> (i) I, ,90i4� R. GR-os.S <br /> ADAM R. <br /> (type or print name) certify that the corner location shown <br /> • GROSS s <br /> on this record was determined by me or under my direction and • <br /> control and that this U.S. Public Land Survey Monument Record is • S-3017 <br /> correct and omplete to th best of my knowledge and belief. ;.SUN PRAIRIE: <br /> % < '• WI .('N <br /> Signature Date ........ <br /> •'••v�y`♦�� <br /> L <br /> FN: HOF05 p <br /> `'1O 1 12—OR aZ ccO <br />