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TIE 40909232000 (5)
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TIE 40909232000 (5)
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Last modified
4/11/2016 10:32:31 AM
Creation date
4/11/2016 10:22:32 AM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Konopacki, John
Corner_Number
40909232000
Date
3/18/2016
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U.S. PUBLIC LAND SURVEY MONUMENT RECORD Wisconsin Department of Transportation <br /> DT1291 2/2006 <br /> County Name Name of ®Township,❑ City, ❑Village T.09 N.—R. 09 E. <br /> DANE VIENNA 4'h Principal Meridian <br /> Surveyor Name Corner W <br /> JOHN P KONOPACKI <br /> Address,City,State,ZIP Code <br /> 15850 WEST BLUEMOUND ROAD - SUITE 210, BROOKFIELD, WI 53005 24 <br /> Y(Northing) X(Easting) Latitude Longitude <br /> Project ID Coordinate ID 24 <br /> HORIZONTAL DATUM UNITS COORDINATE SYSTEM . <br /> ❑ NAD 27 ❑ English ❑ Geodetic <br /> ❑ NAD 83 (1991) ❑ Metric ❑ State Plane Zone <br /> ❑ NAD 83 (1997) El County <br /> El Other <br /> Location Diagram,showing corner identification name, bearing and distance references to at least four <br /> witness monuments,fence or occupational lines,centerlines of roads, and other site details for <br /> reference. Also, show the bearings and distances between the witness monuments. <br /> 4 <br /> i <br /> Z i li I <br /> 4 Ail <br /> FARMED FIELD ` ! 4 j <br /> y� 4p) ; FOUND 1/2"IRON REBAR <br /> °"• I O 0 10• SET 1"X 30"IRON REBAR <br /> —��,�,^✓",^Y"t'..,^r. .y..-..rte y. . : \ !� i•m is rrn Z <br /> iZ <br /> BRUSH LINE 't` v' �" 0 m P�i SET 2"MAGNETIC NAIL <br /> / s p -,S <br /> I <br /> J <br /> \ I m ? n 2"CONIFER TREE <br /> GRAVEL FIELD <br /> r <br /> ENTRANCE " <br /> 4 <br /> 4'; N 0 1"DECIDUOUS TREE <br /> , <br /> �! m \ , CHAIN LINK FENCE <br /> FARMED FIELD <br /> ,\, 0 <br /> 1 <br /> 1 <br /> NOT TO SCALE <br /> UTILITY <br /> POLE <br /> Indicate fd. =found or pl. =placed in the diagram below <br /> Bearings used in the location sketch and basis for monument location are assumed, unless as noted. <br /> Monumentation Legend/Description of Corner and Witness Monuments. <br /> If applicable, show any discrepancy between the location of the corner as restored or re-established and the location of that corner as <br /> previously restored or re-established by bearing and distance. Also, show the bearings and distances between the previous corner and <br /> at least two of the witness monuments. <br /> 11 o °C )3 )( cc) <br />
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