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TIE 40910320020 (12)
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TIE 40910320020 (12)
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Last modified
2/12/2015 3:52:58 PM
Creation date
2/12/2015 11:30:56 AM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Paulson, Daniel
Corner_Number
40910320020
Date
7/30/2014
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(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 witness <br /> monuments shown on the drawing in (d) above, <br /> NONE KNOWN <br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or (2) a <br /> found perpetuated location? <br /> 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 /> (U <br /> O <br /> (U <br /> O <br /> O <br /> ° <br /> Z <br /> H- <br /> z <br /> U <br /> ASS_ '�r <br /> 4� Wen ; 0 <br /> LAND SURVEYING <br /> DEFOREST,WI Affix Land Surveyor Seal <br /> 608-846-2523 DANIEL A. •: : <br /> S•1619 <br /> • <br /> DEFOREST <br /> WI <br /> (U i, Daniel A, Paulson S-1699, Paulson & Associates 0,,` <br /> certify that the corner location shown on this record was determined ����••� •���•'.••G� <br /> by me or under my direction and control and that this U.S. Public ' lI,��� <br /> Land Survey Monument Record is correct and complete to the best <br /> of my knowledge and belief. <br /> N.„. CA-jt q- - <br /> Signature Date <br /> P&A Fite No. 14-034 2 OF 2 <br />
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