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BOUNDARY SURVEY - MCGINNIS PARK <br /> Lots 394-400, Rolling Meadows 6th Addition; and unplatted lands in the NW1/4 of <br /> the SW1/4 of Section 3, T7N R10E, all in the City of Madison, Dane County, WI <br /> LINE TABLE&NOTES <br /> (Dimensions in italics are of record) <br /> Curve Arc Central <br /> From To Bearing Distance Radius Direction Length Angle <br /> P01 P02 S88°25'54"W 2674.38 ft \\/\\\1111111IIIIIIIN//j//, <br /> P03 PO4 S88 26'43"W 189.45 ft ���` Ca C.O N S <br /> S88°02'07"W 189.56 ft �`� Vv` �1/ <br /> P05 P06 S88°29'09"W 67.85 ft DANIEL C. <br /> S88°04'46"W 67.85 ft ; * RODMAN * <br /> _ _ <br /> P06 P07 S88°29'09"W 92.06 ft S-2793 <br /> S88°04'46"W 92.06 ft = AI Mail on,i/ <br /> P07 P08 S88°29'08"W 159.02 ft el i <br /> S88 04 46"W 159.13 ft <br /> • I„ <br /> P08 P10 S88°05'09"W 80.52 ft/ ���N� S Pk <br /> U Rv%yO���\`\\\\ <br /> P12 P13 N88°27'13"E 75.60 ft /////IIIII11111111111 \s' <br /> S89°52'30"E 75.50 ft <br /> P12 P36 S00°26'59"W 169.41 ft POINT TABLE&NOTES: <br /> S01°55'W 170.08 ft 1. Horizontal coordinates are Dane County <br /> P13 P14 N88°31'20"E 279.98 ft Coordinates, U.S.survey feet, NAD83(2007)datum, <br /> P14 P29 S00°44'55"W 134.75 ft computed from a combined adjustment of total station <br /> P15 P16 S01°32'32"E 61.57 ft measurements and RTK GPS measurements from the <br /> Emil Street base station(MAON)at 43°02'12.78285"N, <br /> P16 P17 S08°49'32"E 88.14 ft 347.62 ft Left 88.38 ft 14°34'00" 89°24'34.27099"W(Northing 469050.00, Easting <br /> S09°15'00"E 88.14 ft 347.62 ft 814396.30 U.S.survey feet).The Wisconsin <br /> P16 P18 S13°19'32"E 141.98 ft 347.62 ft Left 142.98 ft 23°34'01" Coordinate Reference Systems(WISCRS)parameters <br /> S13°45'00"E 141.98 ft 347.62 ft 23°34'00" were used to compute Easting,Northing coordinates. <br /> P17 P18 S20°36'32"E 54.55 ft 347.62 ft Left 54.61 ft 09°00'01" See http://gis.cityofmadison.com/Madison_GPS/and <br /> S21°02'00"E 54.55 ft 347.62 ft www.sco.wisc.edu <br /> P17 P26 S75°17'27"W 136.52 ft 2.Coordinates are shown to 0.0001 foot only to allow <br /> check of bearings.Coordinates are not actually known <br /> P18 P19 S25°06'32"E 10.97 ft to 0.0001 foot. <br /> S25°32'E 10.97 ft 3.Monument dimensions in inches,outside diameter <br /> P19 P21 S25°06'32"E 65.00 ft (unless noted) <br /> S25°32'E 65.00 ft 4.All set monuments are min. 18 in long,unless <br /> P19 P24 S64°53'28"W 130.00 ft otherwise specified. <br /> S64°28W 130.00 ft 5.Offsets from property lines(ex."0.50 ft northerly") <br /> P21 P22 S19°53'28"W 21.21 ft 15.00 ftl Right I 23.56 ftl 89°59'59"I are in feet and perpendicular,unless otherwise noted. <br /> 21.21 ft Pt Northing Fasting Monument <br /> P22 P23 S64°53'28"W 115.00 ft P01 491684.0200 844588.4400 Center Section 3 T7N R10E <br /> S64°28W 115.00 ft P02 491610.8200 841915.0600 W 1/4-Corner Section 3 T7N R10E <br /> P23 P24 N25°06'32"W 80.00 ft P03 491696.4500 843583.8000 Found 1in pipe-shot vertical base, top leans SW <br /> N25°32W 80.00 ft PO4 491691.3095 843394.4206 Found 3in pipe 4in below ground <br /> P24 P26 N25°06'30"W 90.00 ft P05 491685.9232 843154.9799 Found 1-1/4in rod <br /> N25°32W 90.00 ft P06 491684.1302 843087.1546 Found 1-3/8in pipe <br /> P26 P27 N54°29'38"W 67.31 ft P07 491681.6975 842995.1278 Found 1-3/8in pipe <br /> N54°55'10"W 67.31 ft P08 491677.495 842836.1597 Found 1-1/4in rod <br /> P27 P28 N00°32'44"E 30.00 ft P09 491677.5300 842836.0300 Found 3/4in rod <br /> Found vertical base of bent 3/4in rod; set another 3/4 rod on <br /> N0°7'16"E 30.00 ft P10 491675.3700 842755.7690 base <br /> P28 P29 S88°32'28"W 56.28 ft Computed 1/16th section corner(for east line unplatted lands <br /> S88°07'W 56.50 ft P11 491646.9736 843235.4477 to south) <br /> P29 P31 S88°32'28"W 102.36 ft P12 491602.1200 842982.9300 Found 3/4in rod <br /> S88°07W 102.53 ft P13 491604.1600 843058.5000 Found 3/4in rod <br /> P30 P31 N00°22'41"E 34.29 ft P14 491611.3800 843338.3900 Found 3/4in rod <br /> NO2°12'35"E, P15 491592.2923 843564.2666 Found 3/4in rod <br /> N00°7'16"E P16 491530.7416 843565.9237 Found 1-1/4in rod <br /> P30 P32 N00°22'41"E 54.23 ft P17 491443.6451 843579.4466 Found 3/4in rod <br /> P18 491392.5860 843598.6474 Found 1-1/4in rod <br /> NO2°1235"E, P19 491382.6527 843603.3024 Computed corner(see P20) <br /> N00°7'16"E 57.14 ft Found 7/8in pipe leaning NW, 0.88 ft NEly& 0.23 ft SEIy of <br /> P30 P35 S88°19'10"W 102.29 ft P20 491382.8200 843604.2000 P19 <br /> P31 P32 N00°22'41"E 19.94 ft P21 491323.7949 843630.8844 Computed curve end <br /> NO2°12'35"E, P22 491303.8473 843623.6670 Found 1-1/4in rod 9in below ground <br /> N00°7'16"E P23 491255.0483 843519.5341 Found notched metal stake <br /> P32 P33 S88°25'54"W 102.29 ft P24 491327.4886 843485.5870 Computed corner(see P25) <br /> 102.54 ft, P25 491327.4000 843485.7500 Found 1/2in rod 0.11 ft NEIy & 0.15 ft SEIy of P24 <br /> N89°52'30"W 103.5 ft P26 491408.9806 843447.3988 Set magnail in asphalt <br /> P27 491448.0759 843392.6018 Set 3/4in rod with parks cap <br /> P33 P35 S00°22'41"W 54.43 ft P28 491478.0745 843392.8875 Found 3/4in rod <br /> S02°1235"W 57.14 ft P29 491476.6418 843336.6295 Found 3/4in rod <br /> P35 P36 S88°27'48"W 150.28 ft P30 491439.7500 843234.0800 Found 3/4in rod <br /> N89°52'30"W 150.13 ft P31 491474.0360 843234.3063 Set 3/4in rod with parks cap(SW corner Lot 400) <br /> P32 491493.9770 843234.4379 Set 3/4in rod with parks cap <br /> P33 491491.1773 843132.1892 Set 3/4in rod with parks cap <br /> Found 3/4in rod 5in below ground, on E line Lot 47&2.73 ft <br /> P34 491493.8900 843132.2071 Nly of P33 <br /> P35 491436.7500 843131.8300 Found 3/4in rod <br /> Page 2 of 2 P36 491432.7200 842981.6000 Found 3/4in rod <br />