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.-' City of Madison Index No. 709089MCW
<br /> iiiiil Dane County,Wisconsin
<br /> �`' US Public Land Survey Monument Record ` �,
<br /> H.(4401... West Meander Corner for the Southwest Corner of Section 13, .F 47%,14,6,
<br /> Townshin 07 North. Range 09 East �`°
<br /> _ ,A
<br /> Old Record Coordinate Values(for reference only)-SPC WI S(1927), US ft.Grid ,�' ,� ,
<br /> I Y I n/a I X I n/a I NGVD29 I n/a I -d. �t�it1"' ,,
<br /> Monument Type 6 �� "
<br /> Yp
<br /> X Brass Cap Alum.Cap In Monument Box X In Water Box 455. MO •
<br /> Others Note: Cap is 0.23 ft below concrete kit. A .1
<br /> p !h,, , .� F..
<br /> Historical Data: none(set new meander corner) !+�� , , I
<br /> Was the corner reestablished through lost proportionate methods?no
<br /> NAD83(1997)coordinate values were used to calculate county values by using WISCON 2.2
<br /> NAD83(1997),NAVD88 meters SPC WI S NAD83(1997) US ft,Grid WCCS Dane Zone NAD83(1997), US ft
<br /> Latitude 89°23'09.9416" Y 2,132,524.27 Meander Y 482,844.34
<br /> Longitude 43°04'29.0074" X 392,307.42 Meander X 820,653.52
<br /> Ortho height 273.617 NAVD88 897.69 True Corner Location(below)
<br /> RMS Ft. Converg.Ang +00°25'19" True Y 482,833.37
<br /> N=0.02 I E=0.02 I Up=0.02 Scale Factor 0.999 9487 True X 821,166.41
<br /> Notes: 1)The City of Madison has not attempted to resolve disputed PLSS corners. This tie sheet may represent a
<br /> disputed corner.
<br /> 2). This elevation is relative to the published elevation of 923.63 for the south meander corner of the southwest corner of
<br /> Section 13,per monument record dated 3/21/2007 by Carl Sandsnes, which published elevation was derived using RTK
<br /> GPS.
<br /> 3)This meander corner was set on line between: 1)the south 1/4-corner of Section 14, with coordinates(P3 in point
<br /> table)per monument record dated 2/16/2004 by Carl Sandsnes; and 2)the true southwest corner of Section 13,with
<br /> coordinates(P2 in point table)per monument records for the 3 existing meander corners all dated 3/21/2007 by Carl
<br /> Sandsnes. Said"true"corner(P2)was realized for this survey by a network through the 3 existing meander corners and
<br /> the south 1/4-corner of Section 14. The network was fixed to the published coordinates (P3)of the south 1/4-corner of
<br /> Section 14 and the south meander corner of the southwest corner of Section 13, at Dane County coordinates
<br /> NAD83(1997)Y=482330.90, X=821158.49 US ft per monument record dated 3/21/2007 by Carl Sandsnes. While the
<br /> 2/16/2004 monument record for the south 1/4-corner of Section 14 lists a different horizontal datum adjustment, such a
<br /> discrepancy was not observed in the relative positions.
<br /> P7•
<br /> . � 0
<br /> 0 ft
<br /> P3 P4 P1 P8 _
<br /> IP P2
<br /> State St _ P5 V
<br /> 'N. ....
<br /> ,,,, 4,
<br /> DANIEL C.
<br /> P6 °rrJ, pg RODMAN
<br /> 1` • - S-2793
<br /> Madison, WI
<br /> P
<br /> Point Table WCCS Dane aing Zone NAD83(1997) US ft;Ele /Notes D88,US ft .<1 4/0 S U Rv X40 \\\\
<br /> P1 482844.34 820653.52 897.69 Set brass cap(see above) ��ttttlt)l11111111111������
<br /> P2 482833.37 821166.41 n/a True SW corner Sec. 13
<br /> Found brass cap in monument
<br /> P3 482890.36 818501.68 n/a box at south 1/4-corner Sec. 14 Line Table Bearings referenced to WCCS
<br /> P4 482846.49 820603.47 896.04 x-cut in curb top Dane Zone NAD83(1997). Distances are
<br /> P5 482844.98 820603.58 896.03 o in"co"on inlet horizontal, US ft
<br /> P6 482808.62 820602.83 895.40 o in"co"on inlet From To Bearing Distance
<br /> P7 482913.32 820628.65 896.63 magnail by SW corner bus stop P2 P3 N88°46'29"W 2,665.34
<br /> P8 482842.01 820719.43 908.54 statue base-top of NW bolt cover P2 PI N88°46'29"W 513.01
<br /> P9 482801.44 820674.48 901.83 _ hydrant top nut PI P4 N87°32'25"W 50.10
<br /> P1 P5 N89°15'57"W 49.94
<br /> I here by certify that the corner location on this record was determined by or
<br /> PI P6 554°49'43"W 62.01
<br /> under my direction and control and that this US Land Survey Monument Record
<br /> P1 P7 N 19°49'34"W 73.33
<br /> is correct and complete to the best of my knowledge and belief.
<br /> PI P8 S87°58'31"E 65.95
<br /> I re 4.- C�� November 4,2008 PI P9 S26°02'21"E 47.75
<br /> Daniel C.Rodman,RLS S-2973 Date Prepared by Dan Rodman,City Parks Division
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