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U.S. PUBLIC LAND SURVEY MONUMENT RECORD
<br /> Note:This form is intended and designed to fulfill all requirements of Wisconsin Administrative Code. Chapter A-E 7.08,
<br /> U.S. Public land Survey Monument Record(3)(a)(b)(c)(d)(e)(f)(g)(h)(i). "An additional sheet may be added if
<br /> necessary to conform with said requirements.
<br /> (a)Corner location: Township 05 North 1-- -- r
<br /> II I
<br /> Range 09 East
<br /> 1
<br /> Town/GityMl/age OREGON - 0
<br /> DANE County ,_ — — —
<br /> I I
<br /> -- --L
<br /> Wisconsin County Coordinate System, Dane Zone Coordinates:
<br /> N: xxx,xxx.xx
<br /> E: xxx,xxx.xx
<br /> (b)(f)(g)(h)Description of monument found at this corner and if it was accepted, state all evidence(material, testimonial,
<br /> occupational,plats,records,other monuments)used as a basis for accepting. If not accepted or if nothing was found,state
<br /> evidence used as basis for establishing location. If reestablished through lost corner proportionate methods, indicate all
<br /> monuments, distances and directions used to establish.
<br /> I DID NOT FIND THE DANE COUNTY ALUMINUM MONUMENT AS PER THE TIE SHEET BY ROGER D. SCHNEEBERGER,
<br /> S-1096, DATED NOVEMBER 6, 2002. I DID FIND A 3/4 INCH REBAR AS SHOWN ON A TIE SHEET BY DONALD V. DOYLE.
<br /> I FOUND FOUR OF HIS TIES. I FOUND A DANE COUNTY ALUMINUM MONUMENT AS PER A DANE COUNTY TIE SHEET BY
<br /> DONALD V. DOYLE, DATED JUNE 3, 1899. I FOUND FOUR OF HIS TIES. I FOUND AN ALUMINUM MONUMENT AS PER
<br /> GREEN COUNTY TIE SHEET FILED BY RICHARD D. TALARCZYK, S-955, DATED JULY 8, 1974 AND REVISED AUGUST 5,
<br /> 1999. I FOUND THREE TIES.
<br /> I SET 1 NEW TIE AS SHOWN HEREON.
<br /> (c)(d)(e)Plan view of corner with ties to at least 4 witness monuments. If in disagreement with previously established
<br /> corner,show the distances between the two comers and also indicate the ties to the disputed corner.
<br /> LEGEND 7 ,Q
<br /> , 1I\
<br /> IN GOVERNMENT CORNER ,.� i 1�,
<br /> 0 3/4" REBAR FOUND 6,.,.,, 1 �\
<br /> h.\..' I I ` cr
<br /> / i ON
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<br /> 5 59.66____--- ,, / I \, F/EC0 ,.._tuGe
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<br /> NOTESi _______________ i 2 `��
<br /> 0 2 1� - 3
<br /> 1. FIELD WORK PERFORMED BY JSD a ` I ,'
<br /> PROFESSIONAL SERVICES, INC. ON t° o X030?• \\\
<br /> JANUARY 14, 2016. $ a --_, \ 1 ,'a,
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<br /> 4 1'
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<br /> ``\` c• d i l l /// LINE TABLE
<br /> \\`;4� ••• ••. 't ,i, LINE DISTANCE RECORD
<br /> 1-2 19.74' 19.85 JOHN Q' - •*'.. KRE S ' >� 1-4 28.25' 28.13'
<br /> S-1878 = 1-5 82.57' 82.40'
<br /> •McFARLAND , 1-6 27.57' 27.55'WI 0 15' 30' ;,e •.. 4...∎ 1-7 50.91'
<br /> �i �.'' ' ' � �� 2-3 17.18' 17.08'
<br /> SCALE: 1" = 30' //��// .SUR F,," 2-4 23.98' 23.95'
<br /> 2-5 102.20' 102.25'
<br /> 1)1, John Krebs, S-1878 2-6 45.22' 45.34'
<br /> ({type or print name)certify that the corner location on this record was 2-7 47.72'
<br /> determined by me or under my direction and control and that this U.S.
<br /> Public Land Survey Monument Record is correct and complete to the
<br /> best of my know! e nd belief.
<br /> ;g store Dar Sheet 1 of 1
<br /> ile: 1:\2015\156998\DWG\156998 Tie Sheet.dwg Layout: SW.36-5-9 User: is Plotted: Jan 20, 2016 - 8:59om
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