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Index No. 709163MCE
<br /> ( alii City of Madison
<br /> 1-14444,4. US County,Wisconsin
<br /> US Public Land Survey Monument Record
<br /> Meander Corner for the Southwest Corner of Section 34, Township 07 North, Range 09 East
<br /> Record Coordinates Values(for reference only)-SPC WI S (1927),Ft. Grid
<br /> Y 376,486.35 X 2,154,093.35 I NGVD `29. 0 _
<br /> Monument Type r E�r •-
<br /> X Brass Cap Alum Cap I In Monument Box I In Water Box -•-
<br /> Others Note: Corner falls in the back yard of a private residents,I set '
<br /> a Meander Corner near the roadway. 3 4_;.i' I '
<br /> _ Historical Data . zR = �4.'�
<br /> 1972 Bruce Frudden set a MC 1.50 feet from the corner location —
<br /> _1984 James Prehn found City of Madison brass cap monument -II '
<br /> 1992 City of Madison report that corner was destroyed
<br /> 2007 Royal Oak Engineering-Set City of Madison Brass Cap Monument
<br /> at the MC location
<br /> Was the corner reestablished through lost proportionate methods?Yes
<br /> If so,show on the reverse side of this document the method,including the directions and distances
<br /> to other public land survey corners used as evidence or used for proportioning the corner location
<br /> Note:Foot equals US Survey Foot
<br /> NAD 83(1997)coordinate values were used to calculate county values by using WISCON 2.2
<br /> NAD 83(1997),NAVD 1988 meters SPC WI S NAD 83(1997)Ft.Grid WCCS Dane Zone 83 1997 Feet
<br /> Latitude 43 01 53.4651 y 376,490.03 Y 467,093.86
<br /> Longitude 089 25 23.4509 X 2,122,724.68 X 810,743.68
<br /> Ortho height 273.970 NAVD 1988 898.84 Reference Stations
<br /> RMS Ft. Converg.Ang _ 0 23 46.8036 Madison GPS Base,Eaglewood GPS,
<br /> N=0.04 E=0.04 Up=0.05 Scale Factor 0.999953249 Quarry Cove GPS,Elver Park GPS,
<br /> Verona N GPS,Emil GPS
<br /> True Corner Location
<br /> y 376,490.63 I y 467,095.63
<br /> X 2,122,556.68 X 810,575.68
<br /> Not to Scale Sketch Legend
<br /> .y 4fN = Fnd. 3/4" Rebor 0 = Utility Pole
<br /> o £r; / �c-041
<br /> . w `�� " `"� o = Fad. 1-1/4" Rebor 0 = Light Pole
<br /> ��
<br /> t a)CO M ?,�,o�, 0 = Fad. 1" Iron Pipe a = Fire Hydrant
<br /> o °a True Corner ��u�
<br /> 5 z N = 376,490.63 ' X = Fnd. Railroad Spike = Sign
<br /> id aoow E = 2.122,556.68 / . �Ve.
<br /> v > (No Monument) ■ - N 38'44'56" E
<br /> c o 22.33' = PLSS Corner D = Tele. Ped.
<br /> S = Set N '--r.f - ---- ---,
<br /> 15 0 fx a'm N 89.47'50"///
<br /> Vt
<br /> 0,3; co 168.00' •.�'S'4.r-^ ,, /t Witness yM of Monument
<br /> Madison ® = Dec. Ped.
<br /> coy, 69�
<br /> o N 3 ��-- l� , / / • = Traffic Signal 21 = Television Ped.
<br /> a / al/ / --S 2431.36'3 W Note: The City of Madison,and its
<br /> oat, contractor,has not attempted to resolve
<br /> / -,, disputed PLSS corners and this tie sheet may
<br /> represent a disputed corner.
<br /> I here by certify that the corner location on this record was determined by or
<br /> under my direction and control and that this US Land Survey Monument Record ,,t,11111111tf►ttttit��
<br /> is correct and complete to the best of my knowledge and belief. ���_ SCONS" i���
<br /> �- i
<br /> >¢;'•CARL M.•••; �%
<br /> Carl M.Sandsnes RLS S-1819 May 30,2007 S SANDSNES
<br /> &-1819
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<br /> Prepared By Royal Oak Eng. i 1,1, MADISON,
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<br /> 1 of 2 :• ;
<br /> WISCONSIN
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