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U.S. PUBLIC LAND SURVEY MONUMENT RECORD
<br /> / N S T R U C T l 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 reference to the U.S. Public Land Survey System.
<br /> • = Corner monument restored.
<br /> 12 12
<br /> 13 13 — 12
<br /> SOUTH 1/4 CORNER OF SECTION 12,
<br /> TOWNSHIP 06 NORTH, RANGE 07 EAST,
<br /> TOWN OF SPRINGDALE, DANE COUNTY, WISCONSIN
<br /> (b) Describe any record evidence, monument evidence, occupational evidence,
<br /> testimonial evidence, or any other material evidence you considered, and
<br /> whether the monument was found or placed.
<br /> I found an Aluminum Monument per tie sheet by Thom Grenlie, doted May 16, 1996. l accepted the
<br /> Aluminum Monument (see picture) as the corner and p/aced four (4) new ties os referenced below.
<br /> Date of field survey and monument recovery was April 24, 2017 Note: Monument was f2 feet be/ow
<br /> the surface.
<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
<br /> durable material.) Describe witness monuments.
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is
<br /> sufficient in detail to enable accurate relocation of the corner monument if the corner
<br /> monument is disturbed. Indicate North.
<br /> LEGEND
<br /> SEC170N CORNER MONUMENT FOUND -- SET 3/4„x 18" SOLID IRON
<br /> 10- RE—ROD, MIN. WT 1.50 lbs./ft.
<br /> • �� SCALE: 1"=.30"
<br /> I�
<br /> �1, ,
<br /> . - �; h I•
<br /> / ' " ;kJ! SOUTH 1/4 CORNER OF
<br /> SECT/ON 12-06-07,
<br /> . �i FOUND ALUMINUM
<br /> n�
<br /> I MONUMENT, MEASURED
<br /> WCCS COORDS ARE..
<br /> . • 1 , _
<br /> N-456,550.503
<br /> E-760,207422
<br /> te • 4fir,
<br /> s
<br /> �� F
<br /> PINE TREES
<br /> So5v1'15"W 8-
<br /> 17.43"
<br /> (e) Describe any material discrepancy between the location of the corner as
<br /> restored or re–established and the location of that corner as previously W h
<br /> restored or re–established by distance and direction. Show the N Z Z
<br /> discrepancy on the plan view drawing under (d), above. Show the Lu Ov h ov
<br /> distances between the corner as previously restored or re–established and t-u
<br /> (1) the corner as restored or re–established, and (2) to at least 2 of the c ms's
<br /> 4 witness monuments shown on the drawing in (d), above. // \ Z Lu
<br /> O
<br /> No known discrepancy. w - 0 E Q cv=
<br /> (f)sR 00
<br /> (f) Was the corner restored through acceptance of (1) an obliterated evidence Z 1,-,c)v
<br /> location, or, (2) a found perpetuated location? s E a Z
<br /> Q
<br /> A Found Perpetuated Location. CO O O
<br /> (g&h) Wos the corner re–established through lost corner proportionate
<br /> methods? If so, show the method, including the directions and distances to
<br /> other public land survey corners used as evidence or used for proportioning in Affix Land Surveyor Seol
<br /> determining the corner location. I—
<br /> No ``11%1+1 1 1 1^I.II I
<br /> (i) I, Michael J. Ziehr, Professional Land Surveyor No. S-2401, hereby certify that % ,�`�.\'•O••Y S/'�e,■
<br /> %the corner location shown on this record was determined by me or under my ‘,.\....
<br /> ;'• •••,/1/
<br /> direction and control and that this U.S Public Land Survey Monument Record MICHAEL J.
<br /> is correct and complete to the best of my knowledge and belief. _� •• ZIEHR •
<br /> � JUNE 1, 2017 S-2401
<br /> B
<br /> •
<br /> y: Vierbic§eC�iat , Inc. Date
<br /> Michael J. Ziehr, P.L.S No. S-2401 McFARLAND :�.
<br /> i7 WIS. ..:C).
<br /> FN: 170093 i �/••
<br /> vierbicher DATE. 06/01/2017 ��j�O••�• •1 •'
<br /> ■
<br /> planners engineers advisors A
<br /> REV.' X11 U•R % ON•
<br /> P IREEDSBURG-MI DISON-PRAIRIEDUCHIEN Drafted By. MZ/E ��/1111111�`
<br /> 999 Fourier Drive,Suite 201 Madison,Wisconsin 53717 L J
<br /> Phone: (608)826-0532 Fox: (608)826-0530 _Checked By. MMAR_
<br /> 22 Dec 2017-6:54a M:\Klinger,Rick\170093_2731 Gust Rd.Verona\Survey\Tie Sheets\170093_Tie Sheets.dwg by:mzie
<br /> 40 x`112 0 e 2O
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