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TIE 40607190000 (2)
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TIE 40607190000 (2)
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Last modified
10/4/2016 8:37:51 AM
Creation date
10/3/2016 4:10:06 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Gross, Adam
Corner_Number
40607190000
Date
6/6/2016
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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. <br /> public land survey system. <br /> • = Corner monument restored. — - <br /> I <br /> 19 2 0 - - <br /> I <br /> - -- 1,9- 7 <br /> 1 -- - <br /> 30 29 I <br /> SOUTHEAST CORNER OF SECTION 19, - - t <br /> TOWNSHIP 6 NORTH, RANGE 7 EAST, TOWN I <br /> OF SPRINGDALE, DANE COUNTY, WISCONSIN. 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 found the corner of a concrete wall at this corner and set four new ties as <br /> 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 O <br /> 111 3't <br /> monuments and reference ties FOUND CORNER OF CONCRETE SO SO UU H <br /> TH OF <br /> which is sufficient in detail WALL AT THE SOUTHEAST CORNER 24" TREE <br /> to enable accurate relocation OF SECTION 19, T6N, R7E / <br /> of the corner monument if the <br /> corner monument is disturbed. icy <br /> Indicate north. / cb' <br /> i <br /> i <br /> SET 2't <br /> g3sg;�\\ / NORTH OF <br /> 27_27__ 20" TREE <br /> LEGEND , \\ <br /> SET 3/4" REBAR �� <br /> . <br /> EX.-WOODED AREA \S, EX-TREEL I NE <br /> \ as. <br /> \ <br /> SCLAE: 1"=30' `\ <br /> \ <br /> \ <br /> \ <br /> S <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- ```�%%1IIl1//ii_ <br /> %% $G O NSA // <br /> �` � <br /> �� •'•ADAMR.•'•• *... <br /> (i) ►, /�DA r.�L jZ. G floss • <br /> (type or print name) certify that the corner location shown GROSS L Z <br /> on this record was determined by me or under my direction and ••• S-3017 i OW <br /> • <br /> control and that this U.S. Public Land Survey Monument Record is •.• <br /> correct and plete to the est of my knowledge and belief. i .SUN PRAIRIE <br /> WI Q . <br /> Signatu a Date '////��iSU�; .% <br /> .` <br /> FN: 116.0528.30 L <br /> C;Co 0'1 ( 9C <br />
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