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<br /> U . S . PUBLIC LAND SURVEY MONUMENT RECORD
<br /> (a) Identify the corner by reference to ( I ) I, 1C.��". ,,;_..•..'6v--
<br /> the U.S. public land survey system ( type or print name ) certify that
<br /> 0= Corner Monument Restored the corner location shown on this
<br /> record was determined by me or under
<br /> 6 my direction and control and that
<br /> Corner East this U.S. Public Land Survey Monument
<br /> 1 6 Record is correct to the best of my
<br /> Section 01 knowledge and belief.
<br /> i
<br /> I Township 05 North, .-- --,,
<br /> Range 10 East,,
<br /> r--- ---- ----! Town of and
<br /> } Rutland
<br /> County Dope Date: N V 0--,`— 3_ t- -,:.,%Co
<br /> State of Wisconsin r Affix Land Surveyor Seal
<br /> `��011111111M/,0N f/
<br /> (b e & f) Describe any record evidence, monument evidence, occupational ♦, ��S 8.a ij
<br /> r �� ````t�auuturraryr.^J I,,
<br /> evidence, testimonial evidence or any other material evidence �o ��
<br /> you considered, and and whether the mdnument was found or +� rA
<br /> placed. Was the corner restored through acceptance of (1) RICriAFU L.
<br /> an obliterated evidence location , or, (2) a found perpetuated 74' PALMER
<br /> location. Describe any material discrepanccy between the —, -
<br /> S-216u
<br /> location of the corner as restored or reestablished and the = New Ciarus
<br /> location of that corner as previously restored or reestablished V. S
<br /> drawing under ( d
<br /> ) below.Show
<br /> Showthe
<br /> theddisq',tance between the the corner ��l-:,,'�� �Vis. `,``,,Q- ∎".'
<br /> restored or reestabl reestablished, and reestablished
<br /> to at least 2 the
<br /> wttness monuments ' ��I u V��.13, �`
<br /> shown on the drawing in ( d ) below.
<br /> October 20, 1972 September 03, 2003
<br /> An unsigned tie sheet found showing February'01, 1994 P
<br /> that a RR Spike was set and tied. Arden T. Sandsnes states he George A. Weir found a bent 60d Spike in
<br /> found a $Od Spike in a concrete a hole at a joint in the concrete pavement.
<br /> June 22 1982 joint of L'SH "51" and checked He reestablished the corner position based
<br /> Donald V. Doyal Found a PK Nail and to the 3 remaining ties as shown on the tie sheet by Arden Sandsnes dated
<br /> rep/aced it with a 2" long RR Spike. He on D. Do,'a/ tie sheet dated Feb. 01, 1994 which was used for the plots
<br /> also remeosured the distance to found June 22, 1982. of Dvoraks Addition and Virgin Lake Estates.
<br /> previous reference monuments. A 60d spike was set at that position.
<br /> May 30, 1989 October t9, 1995 /�
<br /> Arden T. Sandsnes found a 40d Spike George A Weir found a 60d Spike. April 04, 2006 I ` S r
<br /> of unknown origin in the centerline He state.* the spike fit the position l found the 60d spike as shown on the ( -tom \
<br /> crock of USH "51" He did not find as show on the previous tie sheets previous tie sheet by Geoarge A. Weir N rs. ts
<br /> the RR Spike set by D. Doyal. The and established new ties. dated September 03, 2003. This corner LA 1
<br /> location of the 40d Spike did not fit was restored through acceptence of a +
<br /> the measurments to the reference points April 28, 1997 found perpetuated tied as with below.
<br /> known
<br /> on the D. Do al tie Sheet. He states he P discrepancies and tied as shown be/ow.
<br /> y Mathew peige/found the 60d spike.
<br /> restored the corner using the ties as
<br /> shown on D. Doyal's tie sheet and
<br /> set a RR Spike.
<br /> ( c ) In the plan view drawing below, provide reference ties to at least 4 witness monuments. ( Witness monuments �l�
<br /> shall be made of concrete, natural stone, iron or other equally durable materal. ) ♦ Found bad spike
<br /> in concrete representing I 1
<br /> ( d ) Show a plan view drawing the East 1/4 Corner of Z'
<br /> depicting the relevant Found sect/on 01-03-10
<br /> monuments and reference Existing Lot 3 I 30 cucP
<br /> ties which is sufficient Building C.S.M. s9os I /t Lot 28
<br /> in detail to enable accurate I I i 1 ---
<br /> relocation of the corner - I �i
<br /> monument if disturbed. I t I
<br /> Indicate North. set t-4002, j 1
<br /> 1- 4; r
<br /> - '
<br /> Existing
<br /> Building c 1 I
<br /> if- Lot 1 1 k1k •.11 S 1 f Pore snt
<br /> .S.M. r023 1 % in 1�
<br /> _ 7 a4_l Lot 27
<br /> Ii
<br /> r—` Found ( I i
<br /> r.—1— z 1 Dvorak's Addition
<br /> I Lands I t r
<br /> I 1 gI
<br /> --- J . 1 Lot 26
<br /> -1-1-1--- I l i
<br /> i I
<br /> ( g & h ) Was the corner restablished through lost corner proportionate methods? If so, show the method, including
<br /> the directions and distances to other public land survey corners used as evidence or used for proportioning
<br /> in determining the corner location in the sketch above.
<br /> No
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