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BOUNDARY SURVEY- MEADOW RIDGE PARK lands in the SE1/4 of Section 27, City of Madison, Dane County,WI POINT TABLE&NOTES: 1.Horizontal coordinates are Dane County Coordinates,U.S.survey feet, NAD83(2007)datum,computed from a combined adjustment of total station measurements and RTK GPS measurements from the Emil Street base station(MAON)at 43°02'12.78285"N,89°24'34.27099"W(Easting 814396.30, Northing 469050.00 U.S.survey feet).The Wisconsin Coordinate Reference Systems(WISCRS)parameters were used to compute Easting, Northing coordinates.See http://gis.cityofmadison.com/Madison_GPS/and www.sco.wisc.edu 2.Coordinates are shown to 0.0001 foot only to allow check of bearings.Coordinates are not actually known to 0.0001 foot. 3.Monument dimensions in inches,outside diameter(unless noted) 4.All set monuments are min. 18 in long, unless otherwise specified. Pt Northing Easting Monument P01 505683.5893 814763.4217 Found tin pipe SURVEYED BY& FOR: P02 505567.9998 814730.7706 Found 1-5/8in pipe 4in below ground Parks Division P03 505452.5187 814698.1500 Found 1in pipe 12in below ground City of Madison,WI PO4 505452.4400 814764.0500 Found 3/4in rod 210 MLK Jr Blvd Rm 104 Madison,WI 53703 P05 505544.1369 814791.3343 Set 2-3/8in pipe P06 505567.8488 814782.4748 Found 3/4in rod 12in below ground&disturbed; Set 2-3/8in pipe NOTES P07 505683.3919 814815.1129 Metal detected in south side of Hackberry tree trunk 1. See Sheets 1 &2 for P08 505741.2101 814831.4451 Found 1-5/8in pipe 8in out of ground additional notes and P09 505452.3139 814869.7019 Set 2-3/8in pipe dimensions. P10 505682.7900 814935.0500 Found tin pipe 2. Disturbing a survey monumunt is a violation of P11 505740.5143 814951.3779 Computed lot corner(see P12) WI Statute 236.32 and d Found 1-3/8in pipe off lot corner, 1.34 ft north of lot corner(P11)& 0.10 ft subject to penalty. P12 505741.8500 814951.8600 easterly (measured perpendicular) of park boundary 3. Field work completion P13 505798.2385 814967.7057 Found 3/4in rod on lot corner date:Apr 7,2017 Found 1-3/8in pipe, off 1.15 ft east of lot corner(P13). See Badger survey 4. This survey does not P14 505798.2300 814968.8557 3G-35(county surveyor file#2003-00409) necessarily show all P15 505855.9500 814984.0300 Found 3/4in rod on lot corner surface and subsurface improvements, utilities, Found 1-3/4in pipe, off 0.50 ft east of lot corner(P15). See Badger trees and other vegetation surveys 3G-35(county surveyor file#2003-00409)& 3G-68 (county on or adjacent to the P16 505855.9500 814984.5300 surveyor file#2003-00423) parcel. P17 505913.7837 815000.3048 Found 1-3/8in pipe 5. Except as specifically Found 1-7/8in pipe leaning SE, reset on lot corner with 3/4in rod & pink stated or shown, this map P18 505971.5404 815016.5580 parks cap inside it. does not show easements, Found 3/4in rod, off 1.25 ft east of lot corner(P18). See Red Oak survey andding setbacks, zoning and land use restrictions, P19 505971.4207 815017.8023#16080927001 (county surveyor file#2016-01361). covenants, or any other P20 506029.2971 815032.8112 Found 3/4in rod on lot corner restrictions or benefits that Found 3/4in rod, off 1.03 ft east& 0.26 ft north of lot corner(P20). See a current and accurate title P21 506029.5600 815033.8400 Red Oak survey#16080927001 (county surveyor file#2016-01361). search may disclose. Found 3/4in pipe 12in below ground on lot corner, set nearby loose 1- P22 506086.8035 815048.9940 3/4in pipe over the 3/4in pipe. P23 506144.9300 815065.3512 Computed lot corner(see P24) P24 506144.9300 815065.8900 Found 7/8in pipe 0.54 ft east of lot corner(P23) P25 506202.6000 815081.5800 Found 1-3/4in pipe P26 506260.4454 815098.1430 Found 2-3/8in pipe 20in out of ground P27 506317.8775 815114.5877 Found 2-3/8in pipe 16in out of ground P28 506375.6536 815131.1309 Computed corner in tree trunk (NE corner 4157 Veith Ave) Found base of 2-3/8in pipe leaning southwest out of tree, 0.56 ft south& P29 506375.0900 815130.3600 0.77 ft west of lot corner(P28) P30 506380.4700 815132.5100 Found 7/8in pipe 7in out of ground P31 506339.0200 815276.7000 Found 1-5/8in pipe 4in below ground P32 506503.8700 815323.3600 Found 1-5/8in pipe 4in below ground LINE TABLE (Dimensions in italics are of record) T2 m ° IP From To Bearing Distance Recorded as "E"' m o M P01 P02 S15°46'25"W 120.11 ft S16°18'W 120 ft U < v P01 P07 S89°46'52"E 51.69 ft S89°19'E 51.7 ft P02 P03 S15°46'25"W 120.00 ft S16°18W 120 ft t 1- co P03 PO4 S89°55'54"E 65.90 ft S89°19'E 65.90 ft Q g N 1--: PO4 P09 S89°55'54"E 105.65 ft S89°19'E 105.8 ft ��ttllllllulll///iiir c - P06 P07 N15°46'25'E 120.06 ft N16°18'E 120 ft ��o�\\\\�SCONS� O P07 P08 N15 4625E 60.08 ft N16 18E 60 ft � /,/ D 2 ;= P07 P10 S89°42'45"E 119.94 ft S89°19'E 120 ft DANIEL C. U o a P08 P11 S89°40'03"E 119.93 ft S89°19'E 120 ft ? * RODMAN P09 P10 N15°49'48"E 239.56 ft N16°18'E 239.5 ft = S-2793 FE -- 3 0 C o v P10 P11 N15°47'39"E 59.99 ft N16°18'E 60 ft = M.•is0 v J L. m ° N P11 P13 N15°47'38"E 59.99 ft N16°18'E 60 ft �f L. i '`' N P13 P15 N15°47'39"E 59.98 ft N16°18'E 60 ft !•(-- ($ ■ ct c co LL cco N P17 P18 N 15 43'01"E 60.00 ft N16°18'E 60 ft //'//�/'/��"U S II R\I:1 o o' N P18 P20 N15°43'01"E 60.00 ft N16°18'E 60 ft /i1111111 I 1111111\\�� y w P20 P22 N15°43'01"E 59.74 ft N16°18'E 60 ft I certify that this survey was executed under my direction .y =' W P22 P23 NI5°43'01"E 60.38 ft N16°18'E 60 ft Administrative Code A complies nitd is core nsito the best of co M r N P23 P25 N15°43'01"E 59.91 ft N16°18'E 60 ft my knowledg• .nd b-'ef. / m °c�fl o o) P25 P26 N15°58'41"E 60.17 ft N16°18'E 60 ft (0 / /� cis'w Z Z Z z P26 P27 N15°58'41"E 59.74 ft N16°18'E 60 ft Signed: .,. _. w Daniel C. 'odman LO o P27 P28 N15°58'41"E 60.10 ft N16°18'E 60 ft WI Professional Land Surveyor#2793 N a n. P28 P30 N15°58'42"E 5.01 ft N16°18'E 5 ft 210 MLK Jr Blvd,Rm 104,Madison,WI 53703 al > 2 1- P30 P31 S73°5T42"E 150.03 ft S73°42'E 150 ft A Zpt7 LL a a P31 P32 N15°48'14"E 171.33 ft N16°18'E 171 ft Date: f Page 3 of 3