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U. S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> S1/4 Corner of Section 31_ <br /> Township 9 North, Range 10 East - 4 4 <br /> City4ow Village of WINDSOR SOUTH 1/4 <br /> - ---SECTI'ON-31 - <br /> DANE County r9N, R104' <br /> -t fi - <br /> DESCRIPTION OF EVIDENCE: <br /> 415 I <br /> Set a magnetic survey spike as the South 1/4 corner. This position was solved by <br /> using all 4 ties per tie sheet done by Grenlie in 1974. <br /> �2.0' <br /> ry 0 <br /> w r -3 <br /> - 4.9 , — -kilt( I / <br /> / \ �1 o/ <br /> Ir=l \ /, \e 1 I illic.) <br /> q \ / \ I y/ <br /> \ / ,� / <br /> PAVEMENT \ l \ l <br /> N \ / \ I l S 1/4 <br /> S. T. H '. 9 '' SECTION/6 — • — • — — SECTION 31 <br /> T8 N, R10E N 89'16'23" E 9'9'.83 T9 N. R10E <br /> NI PAVEMENT <br /> a <br /> LINE BEARING DISTANCE <br /> co L1 SO1'35'28"W 33.00' <br /> LEGEND L2 N39'32'56"W 77.15' <br /> 0 = SET 3/4'x24' REBAR L3 N82'53'29"E 51.35' <br /> VT 1,5 LB PER LM FT U N88'48'56"E 23.55' <br /> Dg4 = SET MAGNETIC SURVEY SPIKE M L5 NO1'35'28"E 65.87' <br /> • = FOUND ALUM. MON. IN CONCRETE V L6 N20°55'50"E 71.02' <br /> o L7 N38'45'20"W 83.79' <br /> x = FOUND 3/4' REBAR En L8 N59'33'28"E 55.28' <br /> 0 = UTILITY POLE L9 S77'54'00"E 39.88' <br /> • = FOUND 1 1/4' REBAR <br /> L10 N21'57'11"E 91.58' <br /> L11 N48°43'52"W 27.21' <br /> LQT 1 <br /> E .LAAT QE ILIfIQ1I QQJI $ E & VAR.CY EA & Is <br /> I, a/ic.5 44145 , certify that the corner r Sur,. ., y1441 <br /> location shown on this record was deterined by me or „ _CO <br /> under my direction and control and that this U.S. . <br /> 4(Public Land Survey Monument Record is correct and / <br /> complete to the best of my knowledge and belief. CHRIS W. <br /> * ADAMS <br /> S-2748 <br /> WAUNAKEE, Q <br /> e a A0` <br /> leg”. <br /> 0)-02 3-)o/6 �o su�J����''� <br /> Signature Date IIOIIN1a►��� J <br /> 40C\t 031 00g0 <br />