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TIE 40809232000 (3)
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TIE 40809232000 (3)
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Last modified
8/26/2015 2:52:16 PM
Creation date
8/24/2015 1:50:27 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Tie Sheets
Surveyor's_Name
Rodman, Daniel
Corner_Number
40809232000
Date
5/12/2014
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U.S. Public Land Survey Monument Record City of <br /> deddiNo 809102MCS <br /> Meander Corner for West Quarter Corner of Section 24, TO8N R09E, Dane County Wisconsin <br /> NOTES: Section 24 <br /> 1. This is a found perpetuated monument.Witness ties recovered from previous records by <br /> Alster/City(1960 rev. 1976), Sarko (1980) and Sandsnes (2007)affirm current meander corner sP , t <br /> monument position.The Alster 1960 record states that the meander corner is located on the 4 o4`` <br /> north-south section line,410.00 feet south of the true corner. o��s�9,' , <br /> 2. Horizontal coordinates are Dane County Coordinates, U.S. survey feet, NAD83(2007)datum, a w <br /> computed from a combined adjustment of total station measurements and RTK GPS "'�c ` ' <br /> measurements from the Emil Street base station (MAON) at 43°02'12.78285"N, 89°24'34.27099"W <br /> (Fasting 814396.30, Northing 469050.00 U.S. survey feet). The Wisconsin Coordinate Reference "FV ,, <br /> Systems(WISCRS) parameters were used to compute Easting, Northing coordinates. See 4-`e 3 <br /> http://gis.cityofmadison.com/Madison_GPS/and www.sco.wisc.edu/coordsys/Horizontal 95% 9 <br /> uncertainty from adjustment=+/-0.05 ft(from base station) <br /> 3. Elevations are in the NAVD88(1991) datum (the original adjustment), determined from the same adjustment as for the <br /> horizontal coordinates,from the Emil Street base station at ellipsoid height 815.84 ft(bottom of antenna mount), NAD <br /> 83(2011)(EPOCH 2010.00) datum. The GEOID12A geoid model was used with a constant-0.17 ft shift to convert to NAVD <br /> 88(1991) elevations. See http://gis.cityofmadison.com/Madison_GPS & http://danrodman.tripod.com Vertical 95% uncertainty <br /> from adjustment=+/-0.06 ft(from base station). <br /> 4. My coordinates for the meander corner are 0.14 ft west, 0.04 ft north and 0.56 ft down compared to Sandsnes 2007 values. <br /> Some of the horziontal difference is datum shift. The meander corner is in a marsh and possibly unstable. <br /> POINT TABLE&NOTES \\����\1111111111111///�/���� <br /> Elevations ornwitn witness monuments outside <br /> to allow verification d of section corner \\�\s C O N`s/ ����i���� <br /> monument. Note that witness monuments may not be stable vertically(or horizontally) <br /> Pt Northing Easting Elev Monument a DANIEL C. <br /> 3 RODMAN <br /> ■Found brass cap in concrete post - S-2793 <br /> meander corner for West 1/4 Corner of _ adl On, WI/ <br /> P01 512001.09 821613.59 852.06 Section 24, T8N R9E <br /> P21 512003.92 821613.72 n/a Found old 3/4in pipe ► / �� <br /> P22 512001.41 821616.04 n/a 'Found old 3/4in pipe 4/,. 12 ■ <br /> P23 511998.24 821614.26 n/a Found old 3/4in pipe -94/ 4() <br /> \I�yO����o` <br /> P24 511995.25 821608.09 n/a Found aluminum city witness monument �i�j/,�111111111UIR1111,,,�\\\\\` <br /> P25 _511992.07 821625.69 852.94 Found aluminum city witness monument <br /> P26 512029.39 821675.61 853.67 Found aluminum city witness monument <br /> Found SW corner of house foundation I here by certify that the corner location <br /> P27 511995.17 821712.92 n/a insulation, 903 Menomonie Ln on this record was determined by or <br /> Found 1-1/8in pipe sticking up 0.6ft at SW under my direction and control and <br /> corner Lot 177 3rd Addition to Cherokee that this US Land Survey Monument <br /> Record is correct and complete to the <br /> P28 511994.03 821639.97 n/a Park best of maim/19,e an. eel': . <br /> 3/4in rod set at angle point in west line of , <br /> Lot 176, 3rd Addition to Cherokee Park by Signed:/../:/,7..L. ,%f <br /> /! <br /> P29 511921.54 821611.21 n/a Rodman survey dated May 9 2014 Date: May , zoi- <br /> Hydrant top nut at Menomonie Ct & <br /> P30 512104.95 821903.59 861.72 Menomonie Ln <br /> Drill hole in east side of sanitary sewer Graphical Scale 1 <br /> manhole rim at Menomonie Ct & �j <br /> P31 512085.20 821888.30 857.71 Menomonie Ln 0 10ft I u <br /> Drill hole in east side of sanitary sewer (arrowed points not to scale) <br /> P32 511879.54 821804.30 858.97 manhole rim by 906 Menomonie Ln C <br /> Top of NW bolt on street light pole base -- <br /> U � <br /> P33 511855.55 821824.73 858.98 by 906 Menomonie Ln a) a> <br /> LINE TABLE&NOTES (distances are horizontal) o c P26 P30 <br /> From To Bearing Distance Note ai <br /> P01 P21 NO2°37'48"E 2.83 ft Alster 1960 = 2.90 ft °o v P31 <br /> P01 P22 N82°33'31"E 2.47 ft Alster 1960 = 2.44 ft ° <br /> P01 P23 S13°13'46"E 2.93 ft Alster 1960 = 2.87 ft P21 <br /> P01 P24 S43°16'58"W 8.02 ft Sandsnes 2007 = 8.07 ft <br /> P01 P25 S53°17'50"E 15.09 ft Sandsnes 2007 = 15.03 ft P01 •P22 <br /> P01 P26 N65°28'21"E 68.17 ft Sandsnes 2007 = 68.19 ft 1 P27 <br /> Sandsnes 2007 = 99.04 ft • Outlot 4 / <br /> (uncertain if same point on �P23 3rd Addition to ,/\ <br /> P01 P27 S86°35'21"E 99.51 ft house) •P24 Cherokee Park <br /> P28, <br /> P01 P28 S75°01'02"E 27.31 ft P25 • ; <br /> P01 P29 S01°42'43"W 79.59 ft <br /> P01 P30 N70°17'44"E 308.04 ft ,o <br /> P01 P31 N72°58'36"E 287.30 ft ' <br /> P01 P32 S57°29'18"E 226.15 ft P32 <br /> P01 P33 S55°25'17"E 256.44 ft ' Y P29 ; P3 <br /> M:\DESIGN\PARKS\Survey\Cherokee\NeighborhoodPark\809102MCS_TieSheet_Rodman2014.dgn ;Page 1 of 1 <br /> I ! <br /> '-{cec a co <br />
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