|
Help
|
About
|
Sign Out
Home
Browse
Search
TIE 40611320020 (12)
DaneCounty-Planning
>
Tie Sheets
>
SCANNED & INDEXED
>
TIE SHEETS
>
TIE 40611320020 (12)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/24/2015 12:09:18 PM
Creation date
11/24/2015 11:31:20 AM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Hofmeister, Gregory
Corner_Number
40611320020
Date
10/28/2015
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 <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 1 ). <br /> (a) Identify the corner by <br /> reference to the U.S. l i <br /> public land survey system. I I I <br /> Corner monument restored. I I I <br /> I I I <br /> I I I <br /> RAILROAD SPIKE IN ASPHALT I l <br /> PAVEMENT I <br /> NORTH QUARTER CORNER SECTION 5, T <br /> 5 N R 11 E, CITY OF STOUGHTON l —I <br /> (FORMERLY TOWN 0 F DUNKIR!U DANE I l <br /> COUNTY, WISCONSIN I I I <br /> 3 i I <br /> I I f <br /> { I I <br /> I l I <br /> I <br /> • <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 /> RESET MONUMENT IN ACCORDANCE WITH TIES FROM THOM GRENLIE(01-24-81)AND MARK KRIZAN(10-01-07). WILLIAMS <br /> DRIVE HAS RECENTLY BEEN RECONSTRUCTED AND REPAVED. SEVERAL OF THE TIES FROM THESE TWO TIE SHEETS HAVE <br /> BEEN DESTROYED. GRENLIE TIE SHEET SHOWS S 1/4 OF SECTION 32 AS LYING 130 FEET WEST OF N 1/4 OF SECTION 5 <br /> USED KR/ZAL S TIE FROM 17P AND FROM Na 6 BAR TO SET LOCATION OF N 1/4 OF SECTION 4 THEN SETS 1/4 OF <br /> SECTION 32 ON LINE FROM 1/P THROUGH N 1/4 SECTION 5 AND 130 FEET WESTERLY. <br /> (c) In the plan view drawing below, provide reference ties to at least 14 witness monuments, or, if <br /> the location is within a municipality, to at least 2 witness monuments. (Witness monuments <br /> sha I l be made of concrete, nature I stone, iron or other equally durable materia I.) <br /> Describe witness monuments. <br /> NW CORNER FOUNDATION / <br /> (d) Show a plan view drawing *1588 WILLIAMS DR / <br /> depicting the relevant / <br /> monuments and reference ties / <br /> which is sufficient in detail / <br /> to enable accurate relocation / <br /> of the corner monument if the / <br /> corner monument is disturbed. ��,�// <br /> Indicate north. <br /> S 1/4 SECTION 32 4, / <br /> RR SPIKE SET ON 4 / <br /> LINE EXTENDED BTWN / <br /> 17P& N 1/4 SEC 5 ^ // <br /> I I 2297 <br /> __ 17P 07 <br /> 1250- \ BELOW GRADE <br /> NE CORNER N 1/4 SECTION 5 <br /> FOUNDATION 01573 RR SPIKE SET \6sw <br /> WILLIAMS DR <br /> BUSINESS\ <br /> PARK CIRCLE <br /> Na 6 BAR <br /> 025& 4.75'E OF <br /> W END SIGN BASE <br /> 4Ob 3200 .0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.