HomeMy WebLinkAbout2022 BN 70°57'08" E 295.30'C1N 00°48'31" W 26.76'S 88°45'00" E 421.11'194.45'N 00°48'31" W275.15'S 73°33'20" WS 74°22'26" W700.07'S 16°26'40" E97.36'C2C3C4C55 0 '
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8 0 'Highway Right-of-Way LineHighway Right-of-Way LineHighway Right-of-Way LineHighway Right-of-Way LineJOB NUMBER:OGDEN ENGINEERING CO.Civil Engineering & Land Surveying1234 S. Wasson Lane, River Falls, WI 54022Phone: (715) 425-7631SHEET NO.:PROJECT NAME:DRAFTED BY: FILE:DATE:SHEET TITLE:SCALE:1" = 120'REV.:REV.:REV.:REV.:REV.:REV.:REV.:REV.:REV.:REV.:REV.:Web: ogdenengineeringinc.comDPK/2019/19-3519/PropertySurvey2022.scjLOCATION:Section 21, T28N, R18W1 of 119-3519Property SurveyKV Real Estate LLC PropertyTown of Kinnickinnic, St. Croix County, Wisconsin6-28-2022N 1/4 CornerSection 21T28N, R18W(Aluminum Cap)N 88°45'00" W 2679.73'495.00' (30 rods)1763.62'NE CornerSection 21T28N, R18W185.40'N 00°48'31" W 5283.54'4903.69'S 1/4 CornerSection 21T28N, R18WParcel Area3.934 Acres171,380 S.F.S.T.H. 65_ _ _ _ _ _Centerline of the formerlocation of S.T.H. 65N 73°33'20" E 614.34'N 69°44'29" E 300.67'N 73°33'20" E 465.69'456.49'9.20'Lot 2, CSM, Vol. 11, P. 3246, Doc. No. 558427Lot 1Lot 2Lot 3North line of the NE 1/4North-South 1/4 Section LineNW 1/4 - NE 1/4NE 1/4 - NW 1/4SE 1/4 - NW 1/4SW 1/4 - NE 1/4East Line of the NW 1/4-NE 1/4South Line of the NW 1/4-NE 1/4South Line of the NE 1/4-NW 1/4North line of the NW 1/4SW 1/4 - SE 1/4, Section 16Point of BeginningI certify that this map is correct to the best of my knowledge and belief and that this map complieswith the provisions of Chapter A-E 7 of the Wisconsin Administrative Code. _________________________________________Daniel P. Kugel S-2684Professional Land SurveyorINAL SDRIVER FALLS,DANIEL P.S-2684WIKUGELSWIOCNSRUOEYVRNParcel DescriptionA parcel of land located in the NW 1/4 of the NE 1/4 of Section 21, T28N, R18W,Town of Kinnickinnic, St. Croix County, Wisconsin, and is described as follows:Commencing at the N 1/4 Corner of said Section 21; thence S 88°45'00" E (bearingsreferenced to the North line of said NE 1/4 of Section 21, assumed to bear N 88°45'00" W)495.00' along said North line of the NE 1/4 to the Point of Beginning; thenceS 88°45'00" E 421.11' along said North line of the NE 1/4 to a Northerly right-of-wayline of State Trunk Highway (S.T.H.) 65; thence S 16°26'40" E 97.36' along a Northerlyright-of-way line of S.T.H. 65; thence S 74°22'26" W 700.07' along a Northerlyright-of-way line of S.T.H. 65; thence S 73°33'20" W 275.15' along a Northerlyright-of-way line of S.T.H. 65 to the intersection of said line with the North-South1/4 Section Line of said Section 21; thence N 00°48'31" W 194.45' along said North-South 1/4 Section Line to the intersection of said line with the centerline ofS.T.H. 65 as it existed prior to 1965; thence N 70°57'08" E 295.30' along saidcenterline; thence Northeasterly 219.96' along a 1145.92' radius curve concaveSoutheasterly whose chord bears N 76°27'04" E 219.62' along said centerline;thence N 00°48'31" W 26.76' along a line parallel to said North-South 1/4 SectionLine to the Point of Beginning.This parcel contains 3.934 acres, more or less, being 171,380 squarefeet, more or less. Subject to all easements, restrictions, conditions andcovenants of record.Bearings referenced to theNorth line of the NE 1/4of Section 21, T28N, R18W,assumed to bear N 88°45'00" W.Scale In Feet0 60 120 240LegendCounty Section Corner Monument, found(Steel "Survey Mark" Nail, unlessotherwise noted). 1 1/4" o.d. Iron Pipe, found. 1 1/4" o.d. x 18" Iron Pipe weighing 1.68 lbs./linear foot, set. Magnetic Survey Nail ("Mag-Nail") set. Existing Fence or Fence Remnants. Previously recorded information. (S 0°11'56" W)ClientKV Real Estate LLC1171 30th AvenueRiver Falls, WI 54022Curve TableCURVE RADIUS CENTRAL ARC CHORD CHORD TANGENT TANGENT NO. ANGLE LENGTH LENGTH BEARING IN OUT C1 1145.92' 10°59'52" 219.96' 219.62' N 76°27'04" E N 70°57'08" E N 81°57'00" E C2 1145.92' 02°44'58" 54.99' 54.98' N 72°19'37" E N 70°57'08" E N 73°42'06" E C3 1145.92' 02°44'58" 54.99' 54.98' N 75°04'35" E N 73°42'06" E N 76°27'04" E C4 1145.92' 02°44'58" 54.99' 54.98' N 77°49'33" E N 76°27'04" E N 79°12'02" E C5 1145.92' 02°44'58" 54.99' 54.98' N 80°34'31" E N 79°12'02" E N 81°57'00" E(N 89°05'30" W 2679.77')(S 01°09'01" E 5283.65')BuildingsD rive w a yDrivewayEncroachesRight-of-Way PostRight-of-Way PostS 88°45'00" EV a r i a b l e W i d t h
CSM, Volume 28, Page 6467, Document Number 1062334Warranty Deed, Vol. 1142,P. 296-297, Doc. No. 534467SE 1/4 - SW 1/4, Section 16