<br />.
<br />
<br />There are no objections to this plat with respect to
<br />s. 236.15, 236.16, 236.20 and 236.21 (1) and (2), Wis.
<br />Stats. as provided by s. 236.12, Wis. Stats.
<br />
<br />WINFIELD, ESTA TES:
<br />
<br />KALLANlJ ADDITION
<br />
<br />Certffioo 11 Q.f 'NI., !oev 7.,~, ~
<br />( 141A ~
<br />
<br />Department of A~ministr ~
<br />
<br />LOCATED IN THE SW 1/4 OF THE SW 1/4 AND THE SE 1/4DF THE SW 1/4,
<br />SECTION 18, T9N, R11E, TOWN OF BRISTOL, DANE COUNT(, WISCONSIN.
<br />1,616,500 SQUARE FEET (37,11 ACRES)
<br />
<br /></
<br />
<br />(1)1
<br />ClI
<br />~l
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<br />
<br />
<br />------
<br />
<br />
<br />WINFIELD
<br />
<br />ESTATES
<br />
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<br />
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<br />
<br />DRAINAGE EASEMENT "BY O~ER INSTRUMENT"
<br />
<br />"-
<br />'-
<br />"-
<br />'-
<br />'-
<br />"-
<br />"-
<br />'-
<br />
<br />DRAiNAGE
<br />EASEMENT
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<br />18
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<br />157.30' 42 _'o.!'v,.~,)t 00- - -194.20' - - - 8 - - - 194.20' 8 33.020 SF
<br />I ~ N89'02'24"E ., - VJ . I 0
<br />~ 39,710 SF /0/ }' I R g ~
<br />I ~ I 198,.30' l.J " 1::'/;)'41 : 40 : 39 't' "" 38
<br />'" ~o o~ \PUBLlC" I.r...'?#;,{ ",0'0 SF ~ F ~ 33,010 SF ~ 33,010 SF
<br />~ I '^ "'J "If v ~ / vv v '" 33,010 S!:,> .
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<br />dO I ~ 0 ,..:~~ EASEMENT / I <:> ""e' 8elZ~ ,F<'H.'" '" t.t"_",-..",w", -~e.-:::..~.7l)'>
<br />1:&<'< LANDS - <"I co. 'i:l, ..."... 2"6.5/<T" z..... - -,94.2<T 194.20' - 4'&'U
<br />"' - - - - 0 :;,0 147.64 102.35' v v
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<br />o EAST UNE Of' WEST 396'
<br />1:2: lHE liE 1/. OF tHE SW
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<br />S8S'3S',C'-W 193.40'
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<br />Nom NO VEHICUlAR ACCESS
<br />Al>J.'.Ct:NT lANDS OR
<br />TOWN OF BRiSTOL
<br />
<br />LANt: FROM
<br />CSM NO. 78. W1TIlOlfT
<br />
<br />
<br />ISO' VISION CORNt:R I
<br />SEE N011i 9 ON
<br />SH/iET 2 OF 2.
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<br />liEC110& 18 ~
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<br />
<br />'iiiJg-02'24"t'j06S:l)ji T ~
<br />- VINBURN T ROAD -1-
<br />
<br />--------- I -------1
<br />
<br />~
<br />'::'07 ..!.,_CSM_ 334l. I :...OT.!..: .-:SM _256;1
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<br />soui>l L'NI(SW',/4
<br />
<br />N89'02'24"E 2192.40'
<br />
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<br />LOT 1"e;SM $614
<br />
<br />LANDS
<br />
<br />FILE NO. 00-99
<br />
<br />, ,
<br />\.i
<br />
<br />--------
<br />
<br />'t07//)'17
<br />
<br />LOCATION MAP
<br />SEC1JON 18, T 9 N - R 11 E
<br />TOWN OF BRISTOL, PANE CO. \'r1
<br />12 7 7 7 7 8
<br />1318 r 18\18- ~- 18\17
<br />
<br />MULL R ROA~
<br />
<br />
<br />~l
<br />
<br />""
<br />'!(
<br />2 18117
<br />3'7
<br />
<br />~
<br />
<br />'"
<br />~ ~7
<br />1920
<br />
<br />
<br />ROAD
<br />
<br />THIS PlAT
<br />
<br />N
<br />
<br />w
<br />
<br />
<br />E
<br />
<br />s
<br />
<br />(
<br />
<br />~L_ .~
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<br />II
<br />.
<br />~
<br />
<br />W
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<br />
<br />/
<br />
<br />OL 8-
<br />
<br />PLA TS PEl
<br />
<br />
<br />
<br />9~
<br />
<br />SURVEYOR
<br />
<br />PAULSON &; ASSOCIA lES, LLC
<br />DANIEL A. PAULSON
<br />136 W. HOLUM STREET
<br />OEFOREST, \'r1 53532
<br />
<br />SUBDIVIDER
<br />PAULSON OEVELOPMENT. LLC
<br />4607 OAK SPRINGS CIR.
<br />DEFOREST, \'r1 53532
<br />
<br />LEGEND
<br />
<br />· 1.315" 0.0. IRON PIPE (FOUND) "UNLESS NOTED"
<br />
<br />., DANE COUNTY ALUMINUM MONUMENT (FOUND)
<br />
<br />o 1-1/4"x30" ROUND IRON RE-BAR (SET), WEIGHING 4.30
<br />ALL OTHER LOT CORNERS ARE 3/4"X 24" ROUND IRON
<br />REBARS (SET) WEIGHING, 1.50 LBS/LF "UNLESS NOTED"
<br />
<br />LBS/LF
<br />
<br />) "RECORDED A<::' INFORMATION
<br />
<br />2-
<br />
<br />PUBLIC UTILITY EASEMENT (1~' WIDE UNLESS NOTED)
<br />
<br />NO POlES. PEOESTALS OR CllllES ARE TO 8E PLACID SUCH lWoT lHElR INSTAlJ.AnON
<br />WOULO DISTURB Am SUIM:Y STAKE. OR 08SlRUCT VISION ALONG Am lOT OR STREIT UNL
<br />DIstURBING A SURVEY STAKE IS A VlOLA110N OF SECTION 2J6.J2 OF THE WISCONSIN
<br />STAlE STATUTES.
<br />
<br />xxxxxxxxxx
<br />
<br />NO VEHICULAR ACCESS
<br />
<br />BASIS OF BEARINGS
<br />THE WEST LINE OF THE SW 1/4
<br />OF SECTION 18 IS RECORDED
<br />AS BEARING N01'23'50"W.
<br />
<br />SCALE
<br />1" =: 100'
<br />.
<br />100
<br />
<br />I
<br />200
<br />
<br />~
<br />o 50
<br />
<br />,..!. . I
<br />DATED THIS 3 - DAY OF 1"<>"'SN'o.~e.~
<br />0~A.?~
<br />
<br />DANIEL A. PAULSON, REGISTERED LAND SURVEYOR, 8-1699
<br />)'Z&:\tI1f;if?P ~ AOD PC>i'3U<-- ,--r~4", 7'''1 iEq.stE:;~-e:.......,7'$ ~ ~
<br />45 4<:0 , G<; &~ =:;/'<:.5/0:';;-
<br />4\,. 4:t. I 4-3 $. 44
<br />
<br />NUMBER
<br />C1
<br />C2
<br />
<br />LOT NO.
<br />
<br />CENTRAL ANGLE
<br />90"42'28"
<br />36"47'18"
<br />15'19'18"
<br />21'27'58"
<br />78"35'04"
<br />78'25'48"
<br />28'06'30'"
<br />87"45'3'l" '
<br />92"08'49"
<br />01'45'.34"
<br />90'22'15"
<br />92"08'49"
<br />55'55'35"
<br />26"1.3'1.3"
<br />90"00'00'"
<br />90"00'00'"
<br />W08'28"
<br />29'3.3'10"
<br />28'.35' 1 5"
<br />41'36'.35"
<br />25'24'.32"
<br />16'12'04"
<br />7.3"01'58"
<br />W08'28"
<br />30'25'16"
<br />274.3'10"
<br />W34'40"
<br />90"00'00"
<br />90"00'00'"
<br />90"00'00'"
<br />90" 11'54"
<br />22'22'48",
<br />22'4.3'10"
<br />21'21'.35"
<br />2.3"44'20"
<br />90"11'54"
<br />81'04'04"
<br />09'07'50"
<br />41'47'12"
<br />41'47'12"
<br />.37"51'34"
<br />0.3"55'.38"
<br />90"00'00"
<br />80"58'32"
<br />32"31'24"
<br />41'32'52"
<br />
<br />52
<br />53
<br />
<br />C3
<br />C4
<br />C5
<br />C5
<br />C7
<br />
<br />57
<br />58
<br />
<br />C8
<br />
<br />37
<br />38
<br />
<br />C9
<br />C10
<br />C11
<br />
<br />55
<br />55
<br />
<br />C12
<br />
<br />66
<br />67
<br />
<br />C13
<br />C14
<br />
<br />41
<br />42
<br />
<br />C15
<br />C16
<br />C17
<br />C18
<br />C19
<br />
<br />47
<br />48
<br />49
<br />50
<br />
<br />C20
<br />
<br />69
<br />70
<br />
<br />C21
<br />C22
<br />
<br />51
<br />5.3
<br />
<br />C23
<br />C24
<br />C25
<br />C26
<br />
<br />RADIUS
<br />180.00
<br />246.00
<br />246.00
<br />246.00
<br />20.00
<br />20.00
<br />246.00
<br />90.00
<br />200,00
<br />200.00
<br />200.00
<br />266.00
<br />266.00
<br />266.00
<br />20,00
<br />20.00
<br />150.00
<br />150.00
<br />150.00
<br />266.00
<br />265.00
<br />266.00
<br />20.00
<br />216.00
<br />215.00
<br />215.00
<br />200.00
<br />20.00
<br />20.00
<br />20.00
<br />266.00
<br />266.00
<br />265.00 ,
<br />255.00
<br />255.00
<br />200.00
<br />200.00
<br />200.00
<br />200.00
<br />266.00
<br />265.00
<br />256.00
<br />20.00
<br />20.00
<br />166.00
<br />100.00
<br />
<br />, 2004.
<br />
<br />CURVE DATA TABLE
<br />
<br />CHORD BEARING
<br />S46"33'48"E
<br />S1~36'10'"E
<br />S08'52'11"E,
<br />S2715'49"E.
<br />S01'17'44"W'V
<br />N79'48'09"E
<br />S7S'02'1S'E
<br />S4S'12'39.5"E
<br />S42'S7'59.5"W
<br />S02"13'08"E
<br />S4.3"51'16.5"W
<br />S42"57'S9.S"W
<br />S29'51'2.3"W
<br />S75'55'47.S"W
<br />N45'57'38"W
<br />S44'02'24"W
<br />N61'5.3'2S'W
<br />N76'11'01"W
<br />N47"06'48"W
<br />N5.3"37'28"W
<br />N45'31'25"W
<br />N66"19'44"W
<br />S37"54'48"E
<br />N61'53'2S'W
<br />N7S'44'S8"W
<br />N46"40'45"W
<br />N62"06'30"W
<br />S4.3"36'10"W
<br />S46"23'50'" E
<br />N4.3"36'10"E
<br />N4.3"42'O'l"E
<br />N09'47'.34"E
<br />N32'20'3S'E
<br />NS4'22'56"E
<br />N76"5S'S4"E
<br />N4.3"42'O'l"E
<br />N39'08'12"E
<br />N84'14'09"E
<br />S70"18'20'"E
<br />S70" 18'20'" E
<br />S72'16'09"E
<br />S51'22'3.3"E
<br />N85'35'18"E
<br />S08'55'28"E
<br />N15'18'08"E
<br />N19'48'50'"E
<br />
<br />CHORD LENGTH
<br />256.1.3
<br />155.25
<br />55.59
<br />91.6.3
<br />25.33
<br />25.29
<br />119,48
<br />124.77
<br />288.09
<br />6.20
<br />283.76
<br />383.16
<br />289.46
<br />120.67
<br />28.28
<br />28.28
<br />145.76
<br />75.51
<br />74.07
<br />188.96
<br />117.00
<br />74.95
<br />23.80
<br />209.90
<br />113.34
<br />103.48
<br />195.68
<br />28.28
<br />28.28
<br />28.28
<br />.376.8.3
<br />10.3.24
<br />104.79
<br />98.59
<br />109.42
<br />283.33
<br />259.95
<br />31.84
<br />142.65
<br />189,73
<br />172.59
<br />18.2.3
<br />28.28
<br />25.97
<br />92.97
<br />70.94
<br />
<br />ARC LENGTH
<br />284.97
<br />157.95
<br />55.78
<br />92.16
<br />27.43
<br />27.38
<br />120.68
<br />1.37.85
<br />321.65
<br />6.20
<br />315.45
<br />427.80
<br />306.07
<br />121.7.3
<br />31.42
<br />31.42
<br />152.21
<br />77..37
<br />74.84
<br />193,18
<br />117.95
<br />75.21
<br />2S.49
<br />219.18
<br />114.58
<br />104.50
<br />204.47
<br />31.42
<br />31.42
<br />31.42
<br />418.75
<br />103.90
<br />10S.48
<br />99.17
<br />110.21
<br />314.85
<br />282.98
<br />31.87
<br />145.86
<br />194.00
<br />175.77
<br />18.23
<br />31.42
<br />28.27
<br />94.23
<br />72.51
<br />
<br />TANGENT BEARING
<br />
<br />S16'.31'SO"E
<br />S.37"59' 48" E
<br />
<br />S60"58'5l!' E
<br />589"05'28" E
<br />
<br />511'19'51"E
<br />
<br />S62'49'11"W
<br />
<br />I
<br />f
<br />f
<br />
<br />N51'24'25"W
<br />N32"49'10'"W
<br />
<br />N58'1.3'42"W
<br />N74'2S'45"W
<br />
<br />N60'32 '20" W
<br />N32'49'10'"W
<br />
<br />N20'S8'S8"E
<br />N4.3"42'08"E
<br />Nf>03'44"E:
<br />
<br />N79'40'14"E
<br />
<br />SSJ'20'22:'E
<br />
<br />S31''''''48''W
<br />
<br />SHEET 1 OF 2 SHEETS
<br />
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