|
Help
|
About
|
Sign Out
Home
Browse
Search
TIE 40908292000
DaneCounty-Planning
>
Tie Sheets
>
SCANNED & INDEXED
>
TIE SHEETS
>
TIE 40908292000
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/9/2017 3:14:19 PM
Creation date
8/9/2017 1:10:29 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Hubbs, Gary
Corner_Number
40908292000
Date
6/26/2017
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
U.S. PUBLIC LAND SURVEY MONUMENT RECORD Wisconsin Department of Transportation <br /> DT1291 2/2006 <br /> County Name Name of ®Township,❑City,❑Village T. 9 N.—R. 8 E <br /> DANE DANE 4th Principal Meridian <br /> Surveyor Name Corner E1/4-29 <br /> GARY HUBBS <br /> Address,City,State,ZIP Code <br /> 660 W.700 S.WOODS CROSS,UT 84087 aillk <br /> Y(Northing) X(Easting) Latitude Longitude <br /> Project ID Coordinate ID <br /> ATCW-534 MP <br /> HORIZONTAL DATUM UNITS COORDINATE SYSTEM <br /> ❑NAD 27 ® English El Geodetic <br /> El NAD 83(1991) ❑ Metric ®State Plane Zone <br /> ® NAD 83(2011)e 2010.00 ❑County <br /> El Other <br /> it <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 /> 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 /> • <br /> ®Found/Accepted 3/4"bar / 1 <br /> as 1/4 corner monument �c,`'�/ I N <br /> O Found 3/4"bar �-j/ 1 a°, <br /> • Set 1/2"x 12"rebar w/cap \l ,� <br /> / I' <br /> ® Chiseled"x"in anchor bolt �<3\/ I a <br /> —P—Powerline // 1 m <br /> - ms`s°/SOP 17—'11 <br /> P <br /> �\`'� N 88°3703"Eo-0�291 28 <br /> ai <br /> 9— 44.19' j 9 . 28 <br /> /3 <br /> to w 1°m° //c,")A <br /> a,� F4, w1 /^y� <br /> .O. 90 u7I <br /> Y9�. 09 1 /�a'o <br /> `i'0, sod / <br /> 'Pod *, <br /> o- <br /> 6' <br /> �o c1 c g 2A 000 <br />
The URL can be used to link to this page
Your browser does not support the video tag.