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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 I 0 <br /> public land survey system. <br /> • = Corner monument found — — — t — — <br /> I <br /> 7 8 _ _ ! l <br /> 18 17 I <br /> NORTHEAST CORNER OF SECTION 18, — — ±._ <br /> TOWNSHIP 6 NORTH, RANGE 7 EAST, I <br /> TOWN OF SPRINGDALE, DANE I I <br /> 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 an aluminum monument at this corner and one existing tie from <br /> previous tie sheet done by Thom R. Grenlie, dated July 25, 1973, and set <br /> three new ties as shown below. I <br /> FOUND 3/4" REBAR WITH <br /> JENKINS SURVEY CAP 2.0'± <br /> (c) In the plan view drawing below, provide reference ties to at x EAST OF WOOD FENCE POST <br /> least 4 witness monuments. (Witness monuments shall be (USING AS NEW TIE) <br /> made of concrete, natural stone, iron or other equally <br /> durable material). Describe witness monuments. <br /> h x(d) Show a plan view drawing <br /> depicting the relevant <br /> monuments and reference ties ET 1.5't EAST OF <br /> OOD FENCE POST <br /> which is sufficient in detail to enable <br /> accurate relocation of the corner NA <br /> monument if the corner monument is rn <br /> IV disturbed. Indicate north. MOUND ALUMINUM <br /> NOT TO SCALE MONUMENT AT THE <br /> NORTHEAST CORNER OF <br /> LEGEND I _ SECTION 18, T9N, R7E <br /> 0 SET 3/4" REBAR / 'rn <br /> • 6"± WOOD FENCE POST h���// I N <br /> O 1" I . PIPE FOUND / <br /> / X <br /> -X X / <br /> FIELD FENCE <br /> _•d SET 1.5'± SOUTHEAST OF <br /> WOOD FENCE POST <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 /> 0"1111111111/. <br /> CON ld,,i <br /> (i) I, f1AAM g. Glass `♦ a\�•........•••�il, ..%(type or print name) certify that the corner location shown <br /> on ADAM R.• •on this record was determined by me or under my direction and GROSS <br /> control and tha this U.S. Publ• Land Survey Monument Record is .. •• <br /> correct and -.' plete to the Jest of my knowledge and belief. • S-3017 <br /> / •• • <br /> ;SUN PRAIRIE: <br /> - OZ-f7- ZOX, i ( \ WI ' Q <br /> Signature Date i •9 ••• O <br /> ',1, 4-1 S U <br /> • R`'.,�`‘N`♦ <br /> L J <br /> FN: 114.0482.30 <br /> 14 OG 07070000 <br />