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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. <br /> public land survey system. 1 <br /> • = Corner monument restored. — — — <br /> 1 I <br /> 36 31 . — 31 1 <br /> 36 31 I I <br /> WEST 1/4 CORNER OF SECTION 31, 1 <br /> TOWNSHIP 9 NORTH, RANGE 11 EAST, <br /> TOWN OF BRISTOL, DANE COUNTY, I <br /> 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 an aluminum monument at this corner and no existing ties from <br /> previous tie sheet done by Wayne D. Barness dated May 10, 2005. I set five <br /> 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 mode of concrete, natural stone, iron or other equally durable <br /> material). Describe witness monuments. <br /> SET 5'± NORTH FOUND ALUMINUM <br /> (d) Show a plan view drawing OF WOOD FENCE MONUMENT AT THE <br /> depicting the relevant CORNER 0_ _ 80_51' _ _ WEST 1/4 CORNER OF <br /> monuments and reference ties <br /> which is sufficient in detail / SECTION 31, T9N, R11E <br /> to enable accurate relocation �/ ^ / \ ��9 <br /> of the corner monument if the EX WOOD �� �/ R8' <br /> corner monument is disturbed. FENCE // COT HOUSE CORNER <br /> Indicate north. <br /> HOUSE CORNER HOUSE <br /> CORNER <br /> 1790 1780 <br /> LEGEND <br /> n <br /> 0 SET 3/4" REBAR <br /> EXISTING SIDEWALK <br /> NOT TO SCALE 6 SET 1'± SOUTH <br /> OF SIDEWALK <br /> EX. CURB AND STONEHAVEN <br /> GUTTER, TYP. DRIVE <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 Lond Surveyor Seal <br /> I- -1 <br /> S tie■ <br /> (i) /, 44019/1'1 fe, G'O S S `♦♦ ��. .*�• ��i <br /> type or print name) certify that the corner location shown . ADAM R. '; <br /> on this record was determined by me or under my direction and : GROSS '_ <br /> control and that this U.S. Public L.• d Survey Monument Record is S_3017 ■ <br /> correct and com a to the best •f my knowledge and belief. ' <br /> • ;SUN <br /> PRAIRIE/ <br /> ©z-"5-zo/( i < '•.• WI •.�OQ'`� <br /> Signature Date °j�'9i1,�•.........••A <br /> ''14°�S U�v`````N♦ <br /> FN: 115.0666.30 L J <br /> 1410°1 l03( 2.r CO <br />