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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. I I I <br /> • = Corner monument restored. — - - t - - <br /> 19 19 _ — �I I <br /> 30 30 <br /> SOUTH 1/4 CORNER OF SECTION 19, — — — t <br /> TOWNSHIP 6 NORTH, RANGE 7 EAST, TOWN <br /> OF SPRINGDALE, DANE COUNTY, WISCONSIN. I 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 set a 1-1/4" solid iron rebar at this corner 21 feet north of and existing <br /> concrete post per survey done by R.W. Long dated March 2, 1922 and set <br /> 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 SET A 1-1/4" SOLID <br /> depicting the relevant IRON REBAR AT THE <br /> monuments and reference ties SOUTH 1/4 CORNER OF <br /> which is sufficient in detail SET 2't <br /> to enable accurate relocation SECTION 19, T6N, R7E EAST OF <br /> of the corner monument if the EXISTING <br /> • FENCE <br /> corner monument is disturbed. <br /> Indicate north. SET 2't I iN EX.-BARB WIRE <br /> SOUTH OF I CO FENCE (TYPICAL) <br /> EXISTING EX.-WOOD X I fri <br /> FENCE FENCE POST I <br /> X X .2 411 X— <br /> LEGEND <br /> 22.21' ' 14.00' SET H <br /> I SOUTH OF <br /> EXISTING <br /> I I <br /> FENCE <br /> EX. TRIPLET �in• <br /> SET 3/4" REBAR 24" TREE I� <br /> I N <br /> x1 <br /> EX.-CONCRETE POST I <br /> (21' FROM CORNER PER • SET 2'± <br /> SCLAE: 1"=2O' SURVEY DONE BY R.W. LONG EAST OF <br /> DATED MARCH 2, 1922) CONCRETE <br /> 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- 7 <br /> q h%.4...\i' "DNS ��• •....... /A I. <br /> (i) I, Alb-9,.-1 IL, G'!zo rs ��� ;•'�ADAM R. ��� <br /> (type or print name) certify that the corner location shown GROSS : <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 1 .0 <br /> correct and c• %plete to the best of my knowledge and belief. ;SUN PRIJRIE;• <br /> _ 1■ <br /> ''I.. ,,, ••••••'• 0 <br /> Signature Date <br /> IIIM <br /> FN: 116.0528.30 L J <br /> L O(o07'aooa0 <br />