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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 I <br /> public land survey system. 1 I 1 <br /> • = Corner monument restored. — — — —�— — — — <br /> I 1 <br /> 24 19 _ _ i _,g4_ i _ . <br /> 24 19 <br /> EAST 1/4 CORNER OF SECTION 24, — -I - t_ <br /> TOWNSHIP 8 NORTH, RANGE 9 EAST, CITY <br /> OF MADISON, DANE 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 1-1/4" rebar in monument box and three (3) existing ties from <br /> previous tie sheet done by Carl M. Sandsnes dated January 14, 2007 and set <br /> one (1) new tie 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 <br /> depicting the relevant <br /> monuments and reference ties EXISTING EDGE <br /> which is sufficient in detail OF PAVEMENT <br /> to enable accurate relocation <br /> of the corner monument if the FOUND CITY <br /> corner monument is disturbed. OF MADISON SET <br /> WITNESS EAST OF <br /> Indicate north. MONUMENT $ Q EDGE OF <br /> / PAVEMENT <br /> N\ / ' <br /> FOUND 1-1/4" REBAR IN \\ /40 <br /> MONUMENT BOX AT THE EAST 4) <br /> 1/4 CORNER OF SECTION 24, <br /> LEGEND T8N, R9E a..// \ ,ems <br /> aD/ Z \i. <br /> 0 SET 3/4" REBAR FOUND CITY / Q 41 \ FOUND REBAR <br /> OF MADISON ,,,, <br /> WITNESS "a W z WITH CITY OF <br /> MADISON WITNESS <br /> MONUMENT MONUMENT CAP <br /> Q MISSING <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 /> I— <br /> 2\%II11111//... <br /> (1) 1, ,/q,Af}ir1 R. 6 ROSS gib -•4'... 40�. <br /> (type or print name) certify that the corner location shown 'l T4 <br /> ADAM R. •. ti. <br /> S. <br /> this record was determined by me or under my direction and t GROSS t *' <br /> control and that this U.S. Public Land Survey Monument Record is 1 S-3017 <br /> t <br /> correct and coon i lete to the b:.t of my knowledge and belief. .. SUN PRAIRIE; • <br /> // .. .. <br /> Signatur- Date �., ,j//'• '•.k0 ♦♦ <br /> L J <br /> FN: 113.0244.30 <br /> yOSOCI 9 ago <br />