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<br />PHASE I
<br />CONDOMINIUM PLAT
<br />MARSHALL COURTS CONDOMINIUM PLAT
<br />LOCATED IN THE VILLAGE OF MARSHALL, DANE COUNTY, WISCONSIN
<br />
<br />DESCRIPTION OF LAND - PHASE I
<br />Lot 2 together with part of Lot 3, Certified Survey Map No. 8776 recorded
<br />on Dec. 19,1997 in Volume 48 of Certified Survey Maps on Pages 254,255,256,
<br />257 and 258, Document No 2917012 in the NE Y. of the SE Y. of Section 10, T 8 N,
<br />R 12 E, Village of Marshall, Dane County, Wisconsin being more particularly
<br />described by metes and bounds description as follows:
<br />Commencing at the aluminum monument at the S Y. corner of said Section
<br />10; thence N 03029' 20" E, 2,064.08'; thence N 87046' 40" E, 364.51'; thence N 030
<br />21' 08" E, 168.80' to the POINT OF BEGINNING at the SW corner of Lot 2 of
<br />said Certified Survey Map No. 8776; thence N 030 21' 08" E, 97.89; thence
<br />NORTHEASTERLY 36.84' along the arc of a 25.00' radius curve to the right,
<br />chord bearing N 450 33' 54" E, 33.59'; thence N 87" 46' 40" E, 255.02'; thence
<br />N 020 13' 20" W, 60.00'; thence S 87046' 40" W, 1900'; thence N 02013' 20" W,
<br />11750'; thence N 88006' 17" E, 59.41'; thence S 48040' 00" E, 60.00'; thence S 280
<br />28' 24" E, 45.65'; thence S 38013' 22" W, 44.60'; thence SOUTHWESTERLY
<br />28.56' along the arc of a 25.00' radius curve to the right, chord bearing S 700 56'
<br />41" W, 27.03'; thence NORTHWESTERLY, 49.92' along the arcofa 180.01'
<br />radius curve to the left, chord bearing N 84016' 40" W, 49.76'; thence S 02013' 20"
<br />E, 60.00'; thence SOUTHEASTERLY 188.51' along the arc ofa 120.01' radius
<br />curve to the right, chord bearing S 47"'13' 20" E, 169.72'; thence S 87046' 40" W,
<br />409.43' to the POINT OF BEGINNING. This parcel, as surveyed and described,
<br />contains 57,262 square feet or 13145 acres subject to the public utility easements
<br />for drainage and utilities as recorded and shown in Certified Survey Map No. 8776
<br />recorded on Dec 19,1997 in Volume 48 of Certified Survey Maps on Pages 254,
<br />255,256,257 and 258, Document No. 2917012.
<br />
<br />CURVE 1:
<br />1 = 15053' 19"
<br />R= 180.01'
<br />A= 49.92'
<br />CH= N 84016' 40" IN
<br />49.76'
<br />
<br />CURVE 4:
<br />1= 250031' 44"
<br />R= 60.00'
<br />A= 262.35'
<br />CH=1\j33029' !3"E
<br />97.98'
<br />
<br />CURVE 7:
<br />I = 820 58' 26"
<br />R= 25.00'
<br />A= 36.20'
<br />CH =N 030 19' 58"W
<br />33.l2'
<br />
<br />CURVE 10:
<br />1 ~ 840Z5' 32."
<br />R= 25.00'
<br />A= 36.84'
<br />CH = N 45033' 54" E.
<br />33.59'
<br />
<br />ORDER NO AB 24S/-'15
<br />
<br />l:URVE TABLE:
<br />
<br />DESCRIPTION OF LAND RESERVED FOR EXPANSION
<br />A part of Lot 3, Certified Survey Map No. 8776 recorded on Dec. 19, 1997
<br />in Volume 48 of Certified Survey Maps on Pages 254,255,256,257 and 258,
<br />Document No 2917012 in the NE Y. of the SE Y. of Section 10, T 8 N, R 12 E,
<br />Village of Marshall, Dane County, Wisconsin being more particularly described
<br />by metes and bounds description as follows:
<br />Commencing at the aluminum monument at the S Y. corner of said Section
<br />10; thence N 03029' 20" E, 2,064.08'; thence N 87046' 40" E, 364.51'; thence N
<br />03021' 08" E, 168.80' to the SW corner of Lot 2 of said Certified Survey Map No
<br />8776; thence N 87046' 40" E, 469.43' to a SW corner of Lot 3 of said Certified
<br />Survey Map and the POINT OF BEGINNING; thence NORTHWESTERLY
<br />133.83' along the arc ofa 180.01' radius curve to the left, chord bearing N 230 31'
<br />15"W, 130.77'; thence NORTHWESTERLY to NORTHEASTERLY %.20'
<br />along the arc ofa 25' radius curve to the right, chord bearing N 03019' 58' W,
<br />33.12'; thence N 38009' 15" E, 27.46'; thence NORTHEASTERLY 104.86'
<br />along the arc of a 120' radius curve to the right, chord bearing N 630 II' 19" E,
<br />101.56'; thence N 88013' 22" E, 38.16'; thence SOUTHEASTERLY 36.93' along
<br />the arc ofa 30' radius curve to the right, chord bearing S 56030' 46" E, 34.64';
<br />thence SOUTHEASTERLY, EASTERLY, NORTHEASTERLY, NORTHERLY,
<br />NORTHWESTERLY TO WESTERLY 26235' along the arc of a 60' radius
<br />culdesac arc having a chord bearing N 33029' 13" E, 9798'; thence S 88013' 22'
<br />W, 123.01'; thence SOUTHWESTERLY 157.08' along the arc ofa 180' radius
<br />curve to the left, chord bearing S 630..13' 22" W, 152.14'; thence N 280 28' 24" W,
<br />45.65'; thence N 48040' W, 6000'; thence N 030 21' 08" E, 133.06'; thence
<br />N 880 13' 22" E, 59518'; thence S 13002' 40" W, 341.97'; thence S 40042' 35"
<br />W, 129.86'; thence S 87" 46' 40" W, 290.00' to the POINT OF BEGINNING.
<br />This parcel, as surveyed and described, contains 180,920 square feet or 4.1534
<br />acres subject to the public utility easements for sanitary sewer, water and drainage
<br />as recorded and shown on Certified Survey Map No. 8776 recorded on Dec. 19,
<br />1997 in Volume 48 of Certified Survey Maps on Pages 254, 255, 256, 257 and
<br />258, Document No. 2917012.
<br />
<br />CURVE 2:
<br />1 = 65026' 37"
<br />R= 2500'
<br />A= 28.56'
<br />CH= S 70056' 41" IN
<br />2703'
<br />
<br />CURVE 3:
<br />1 = 50000' 00"
<br />R= 180.00'
<br />A= 157.08'
<br />CH = 563013' 22" W
<br />152.14
<br />
<br />CURVE 5:
<br />1 = 70031' 43"
<br />R= 30.00'
<br />A= 36.93'
<br />CH = 556030' 46"E
<br />34.64'
<br />
<br />CURVE 8:
<br />1=42035' 51"
<br />R= 180.01'
<br />A= 133.83'
<br />CH=N23031'15"W
<br />130.77'
<br />
<br />CURVE 6:
<br />1 = 50004' 07"
<br />R= 120.00'
<br />A= 104.86'
<br />CH=N630!1' 19" E
<br />101.56'
<br />
<br />CURVE 9:
<br />1 = 90000' 00"
<br />R= 120.01'
<br />A= 188.51'
<br />CH = S 47013' 20''[,
<br />169.72'
<br />
<br />SURVEYOR'S CERTIFICATE:
<br />I, Glen L. Northrop, Registered Land Surveyor, hereby certify
<br />that this Condominium Plat for Cambridge Courts III is a
<br />correct representation of the field survey and of the property
<br />described hereon and that the floor plans shown hereon are reproduced
<br />from architects building plans furnished and that the identification and
<br />location of each unit and the common elements can be determined from
<br />the plat and that this survey and plat are correct to the best of my knowledge
<br />and belief '
<br />
<br />Dated h4/201 zZJ/f9f d~/:~~'
<br />Glen L Northrop S-982
<br />
<br />LEGEND:
<br />I = Central Angle
<br />R= Radius
<br />A= Arc Length
<br />CH = Chord
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<br />CON DO PLATS
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<br />SHEET
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