|
<br />330
<br />
<br />\jOL-
<br />
<br />f';1Gt:
<br />
<br />6<1 ~ 07113
<br />
<br />f'L II TS
<br />
<br />LEGEND
<br />
<br />FIRST ADDITION TO CARRIAGE RIDGE
<br />---;'0. \?6D" .ft] /
<br />. t;"". '
<br />.. (# .
<br />
<br />.-Jrfti:J
<br />~.
<br />,45 /I
<br />iff t
<br />
<br />Found 3/4" diameter solid round iron stoke.
<br />
<br />Ploced 1-1/4" x 18" sol id round iron rebar stake. weighing 4.30 Ibs/ft.
<br />A!f other lot, outlot and meander corners are morked with 3/4# x 18#
<br />solid round Iron rebar stakes. weighing 1.50 Ibs/ft.
<br />
<br />"
<br />
<br />CURVE DATA
<br />
<br />o
<br />
<br />CURVE
<br />NUMBER
<br />
<br />1-2
<br />2-3
<br />4-5
<br />6-7
<br />
<br />RAO JUS
<br />LOT (FEET)
<br />
<br />183.00
<br />15.00
<br />117.00
<br />183.00
<br />183.00
<br />183.00
<br />15.00
<br />300.00
<br />300.00
<br />300.00
<br />300.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />50.00
<br />/17.00
<br />15.00
<br />183.00
<br />167.00
<br />15.00
<br />233.00
<br />233.00
<br />233.0Q
<br />167.00
<br />15.00
<br />233.00
<br />233.00
<br />233.00
<br />50.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />50.00
<br />167.00
<br />167'..00
<br />167.00
<br />233.00
<br />233.00
<br />233.00
<br />/17.00
<br />183.00
<br />15.00
<br />183.00
<br />/17.00
<br />50.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />60.00
<br />50.00
<br />183.00
<br />183.00
<br />183.00
<br />117.00
<br />
<br />CHORD
<br />(FEET)
<br />
<br />ARC
<br />(FEET)
<br />6.76
<br />19.89
<br />32.96
<br />157.84
<br />100.30
<br />57.54
<br />19.89
<br />256.21
<br />43.35
<br />167.29
<br />45.57
<br />23/.31
<br />16.48
<br />61.59
<br />55.64
<br />68.43
<br />29.17
<br />32.14
<br />108.22
<br />19.89
<br />26.26
<br />59.61
<br />22.42
<br />84.86
<br />30.87
<br />53.99
<br />60.82
<br />20.64
<br />141.29
<br />89.67
<br />51.62
<br />35.79
<br />274.40
<br />42.49
<br />50.09 .
<br />51.58
<br />51.57
<br />78.67
<br />35.79
<br />146.49
<br />37.00
<br />109.49
<br />83.17
<br />23.49
<br />59.68
<br />175.00
<br />51.55
<br />19.89
<br />17.81
<br />75.59
<br />35.79
<br />274.40
<br />2.23
<br />73.00
<br />63.24
<br />61.68
<br />74.25
<br />35.79
<br />118.23
<br />25.87
<br />92.36
<br />73.01
<br />
<br />CHORD
<br />BEARING
<br />
<br />CENTRAL
<br />ANGLE
<br />
<br />TANGENT
<br />BEARING
<br />
<br />2-588'00'22"W
<br />
<br />LOT 1J CERTIFIED SURVEY MAP NO. 908~ LOCATED IN
<br />THE NE 1/4 OF THE NE 1/4 OF SECTION 2'" AND IN
<br />THE NW 1/4 AND SW 1/4 OF THE NW 1/4 OF SECTION 21J
<br />T8~ R9E, TOWN OF WESTPORT, DANE COllNTY; WISCONSIN
<br />
<br />~;J
<br />
<br />u oc.-Cl ~-r
<br />qt=~5<617'65
<br />
<br />S89' 03' 49 "w
<br />N54'OO'32"W
<br />N07'57'13"W
<br />N24' 35' 31 "w
<br />NI5'35'05"W
<br />N40017'37''W
<br />Nl1'18'56"W
<br />N02' 12' 12 "E
<br />N22'31 '50"E
<br />NOZO 24' 59"E
<br />NI7'54' 39 "VI
<br />$47'17' 34"W
<br />N30'07' 48 "VI
<br />N67'24 '20"W
<br />$56' 37' 1 O"W
<br />$02' 37 '13 "E
<br />549'13'21"E
<br />$44'44 '20"E
<br />SOO'10'18"W
<br />S64'39'16"W
<br />N81'28'19"W
<br />N75'21 '28"W
<br />N22'18'33"W
<br />N10'04'48"E
<br />NI6'43'06"E
<br />N06' 1 7' 04 "E
<br />S10"04'48'IW
<br />S59' 56' 02 "w
<br />S81'58'55"W
<br />$88'19'45"W
<br />$70'57'26"W
<br />585'07'02"W
<br />$25' 23' 24 "E
<br />$85' 20 '19 "VI
<br />54100a'10NW
<br />S07'24' 18"E
<br />$56'39'1O"E
<br />N61 '09' 35"E
<br />N44'06'10"E
<br />N89' 44' 20 "E
<br />N70' 5 7' 26 "E
<br />S83'54'50"E
<br />$75' 21' 28 "E
<br />$68'01' 12"E
<br />S78' 14' 44 "E
<br />$42'44'00"E
<br />S07'57' 13"E
<br />S21"57'40"W
<br />S57'09'27"W
<br />$72' 52' 36 "w
<br />N68' 06' 30 "w
<br />SOI'23'04"W
<br />N48'40' 04 "w
<br />N84'35'22"W
<br />530'21' 40"W
<br />529' 17'01 "E
<br />N85' 49 '05 "E
<br />N70' 52' 38 "E
<br />N72'52'36"E
<br />N87020'06"E
<br />N68'49'38"E
<br />N72' 14' 42"E
<br />
<br />002'06 '54"
<br />075Q58'12.ft
<br />016"08' 26"
<br />049'25'05"
<br />031'24'10"
<br />018000'52//
<br />075"58' 12"
<br />048"55'56"
<br />008"16' 40"
<br />031'57'02"
<br />008'42'14"
<br />220'53'20"
<br />015'44'04"
<br />058'49'00"
<br />053'08'00"
<br />065'20' 46"
<br />027"51' 30"
<br />036' 49' 32"
<br />052'59' 44"
<br />075'58'12"
<br />008'13'22"
<br />020' 27' 04"
<br />085'38'46"
<br />020"52' 04"
<br />007035'28"
<br />013016'36"
<br />020.52' 04"
<br />078"50'24"
<br />034'44'38"
<br />022'02'58"
<br />012'41' 40"
<br />041 "'OO'S2,f!
<br />262001'44"
<br />040'30'18"
<br />047' 50' 00"
<br />048014/56"
<br />049'14'48"
<br />075'07' 42"
<br />041000/52"
<br />050015'28/1
<br />012041 '40""
<br />037.33'48"
<br />020027'04"
<br />005'46'32"
<br />014"40'32"
<br />085'42'00"
<br />016'08'26"
<br />075'58'12"
<br />005'34'38"
<br />037'00'56"
<br />041 '00'52"
<br />262001' 44"
<br />002'08'00"
<br />069042 I 36 II
<br />060' 23' 20"
<br />058<.>54'0211
<br />070'53'46"
<br />041'00'52"
<br />037'00'56"
<br />008'05' 56"
<br />028'55'00"
<br />035' 45' 08"
<br />
<br />6.75
<br />18.46
<br />32.85
<br />152.99
<br />99.05
<br />57.30
<br />18.46
<br />248.49
<br />43.30
<br />165.13
<br />45.53
<br />112.44
<br />16.43
<br />58.92
<br />53.67
<br />64.78
<br />28.89
<br />31.59
<br />104.40
<br />18.46
<br />26.24
<br />59.29
<br />20.39
<br />84.39
<br />30.85
<br />53.87
<br />60.49
<br />19.05
<br />139.14
<br />89.11
<br />51.52
<br />35.03
<br />90.55
<br />41.60
<br />48.65
<br />50.00
<br />50.00
<br />73.16
<br />35.03
<br />141.84
<br />36.92
<br />107.54
<br />82.73
<br />23.48
<br />59.52
<br />159.14
<br />51.38
<br />18.46
<br />17.81
<br />74.28
<br />35.03
<br />90.55
<br />2.23
<br />68.58
<br />60.35
<br />59.00
<br />69.60
<br />35.03
<br />116.18
<br />25.85
<br />91.38
<br />71.83
<br />
<br />12' wide publ ic uti I i'f'y easement (unless laoeled oth$r~,/jse).
<br />
<br />Distance to environmental corridor eosement.
<br />
<br />1131.20'}
<br />
<br />7-1'149' 18' 02 "w
<br />
<br />Ii
<br />J/~fl
<br />
<br />52
<br />53
<br />
<br />(
<br />
<br />J
<br />
<br />I'Recorded os II i nformai- ion.
<br />
<br />7-8
<br />9-10
<br />
<br />Municipal boundary
<br />
<br />11/////////
<br />
<br />10-N22' 15' 46 "w
<br />
<br />53
<br />54
<br />55
<br />
<br />NE CORNER
<br />SEC. 20
<br />~ T8N. R9E
<br />;::! BRASS CAP
<br />":! CONCRETE
<br />~MONUME!'IT 20' PUBLIC !:~~Q~
<br />~ \VATER MAIN
<br />~ EASfME:NT
<br />
<br />~ N89'58'3Z"E 6(",( 2- ~
<br />124.91'
<br />
<br />CERTIFIED
<br />SURVEY-MAP;
<br />Na~-12152-1
<br />,
<br />I
<br />I
<br />I
<br />,
<br />,
<br />VILLAGE OFlWAUNAKEE
<br />
<br />I1-S63' 09' 06"E
<br />
<br />10-11
<br />
<br />,
<br />I
<br />I
<br />,
<br />, 1 I
<br />: 3Q' E:aUf,;STRIA~
<br />I AND PE:VESTR I Afi
<br />, ti:ASE:MfiNT I
<br />, ,
<br />, I
<br />
<br />, , ,
<br />, I , , 1
<br />, 1 BLUE 'RIDGE ADOITION 1 TO SOUTHBRIDGE'
<br />1 I ---- ,----- -------- I -- -----------1
<br />I I I I -, I
<br />I 29 I 30 I 31 1 32 1
<br />, 1 , 1 1 15' EQUEsTRIAN ........,.
<br />1 1 : : : AND PWE:STRIAN I
<br />: VILLAGE OF:WAUNAKEE 1 , , EASE:ME:NT
<br />1 N89'43'54"E I I 1 , N89'43'54"E' SEE: NOTE: 4.
<br />~- + - fJtLALI{[/fJ!fIf/!fIl/LfIl/!fll/lJll/illl/!fll/lfll/fJll/l/1. , / 208.56'
<br />1335.30' TOWN OF WESTPORT 288.68 , ;" ------------f- :
<br />497.24 <<)
<br />1'1 1/4 CORNER :..----------.---. z ~ k
<br />~f6MI~B/~~NU~t~T I G.L. 4- ;:, ~ 64 '.
<br />WISCONSIN STATE PLANE '58.753 SF ~ ~ 27.936 'ilis1.o'
<br />Z~gR~~N~~~~ ISOUTH ZONE) ~i OE:OICATE:D TO TH€ - :1 <, ~
<br />N 424.269.82 PUBLIC FOR STORMWAT€R ,.
<br />6 23 5 0: MANAG€M€NT ". 1
<br />E2.14. 4.1 ~I ~ .tJY.B.$.~lfJ:9ii.':E._
<br />
<br />55
<br />56
<br />57
<br />58
<br />59
<br />
<br />1
<br />1
<br />I
<br />,
<br />,
<br />I
<br />I
<br />,
<br />10
<br />I'"
<br />
<br />, ,
<br />~l,!~ fi!.~~~ ~'QQ!'~!'Q~ ~12 ~Ql,!!~~fi!'Q~~
<br />1 J
<br />W.,;cli~ 1 35 ,
<br />IS' E:OU€STRIAN : :
<br />AND PE:OE:STRIAN , 1
<br />EASEME:NT [SS9r52'27"E:. S89'29'*4"E:}
<br />
<br />J
<br />J
<br />>-14.l1 J
<br />....11:::'1 1
<br />-1-'1 I
<br /><(1Q:11
<br />OIQII
<br />,
<br />I
<br />,
<br />
<br />,
<br />,
<br />fg,,'J'ii.'&, ,
<br />33 , """. ;::f\ l
<br />
<br />3
<br />
<br />2
<br />
<br />28
<br />
<br />36
<br />
<br />37
<br />
<br />12-S26'19'34"E
<br />
<br />11-12
<br />12-13
<br />14-15
<br />15-16.
<br />17-18
<br />19-20
<br />21-22
<br />
<br />15-1'177'21 '38"W
<br />
<br />
<br />,
<br />
<br />244.76'S82"' '
<br />--1------~_11 55"" 0
<br />I 134' 106:sG;-jj
<br />t~s 63
<br />..031.493 SF
<br />. '"
<br />
<br />29
<br />
<br />61
<br />62
<br />
<br />,
<br />~i
<br />o '-1:)1 I
<br />h)( J <'v
<br />-; ; ;?
<br />:'tn CV
<br />r:s
<br />JIo-.. ,,41
<br />!!fi jf\v,k
<br />~i I ~
<br />fY)1 I C)
<br />I I 0,
<br />~
<br />
<br />23-24
<br />25-26
<br />26-27
<br />
<br />26-N80' 38' 46 "w
<br />27-$64' 36' 36"W
<br />
<br />65
<br />66
<br />
<br />28-N74' 22' 32 "1'1
<br />29-N23, 35' 44 "E
<br />
<br />27-28
<br />28-29
<br />
<br />20' EQUESTRIAN
<br />i AND PE:OESTRIAN
<br />r--- EASEMENT
<br />"<-
<br />li"\
<br />")\l ~
<br />\,\0'\ 1)')
<br />
<br />f 4811f
<br />",76'~-Y
<br />. '~6?7.4 4.J
<br />__~... 1 .
<br />
<br />CROSSHA TCHE:D
<br />ARE:A IS AN
<br />€OUE:$TRIAN 30
<br />ANO DRAl NAVE
<br />EASEMENT
<br />
<br />-f-1fb.8OT-r
<br />20' PUBl! C
<br />DRAiNAGE
<br />EASEMENT
<br />;:; 6;j'
<br />N 27,345'""
<br />N
<br />'"
<br />
<br />eN
<br />.."
<br />o
<br />'"'
<br />'"
<br />
<br />58
<br />32.804
<br />
<br />66
<br />67
<br />68
<br />69
<br />70
<br />
<br />SFr:;. >
<br />'.Ihl " ,
<br />d ,I,>
<br />. '"
<br />'252.32-' ,
<br />94.72'
<br />
<br />
<br />~~-
<br />--
<br />---
<br />~~
<br />~--
<br />
<br />583' 59' 52 "w
<br />
<br />I 157,60'
<br />20' E:QUE:STR I AN
<br />~ AND PE:OESTRIAN
<br />1 E:ASEME:NT
<br />
<br />30-1'164" 36 ' 36 "E
<br />
<br />29-30
<br />30-31
<br />
<br />NW 1/4 of
<br />NW 1/4
<br />SEe. 21
<br />T8N R!JE
<br />
<br />15' PUBLIC
<br />PE:OE:STR1AN
<br />E:ASE:ME:NT
<br />
<br />---
<br />
<br />588"" 58 I 49 liE
<br />206.28'
<br />
<br />- ,
<br />0)'
<br /><<;1
<br /><n,
<br />"-,
<br />
<br />70
<br />71
<br />
<br />67
<br />
<br />-..
<br />,
<br />~I
<br />0'
<br />0'
<br />;,,1
<br />"',
<br />;.,
<br />
<br />32-33
<br />
<br />- J'V'-""
<br />'--'........,~
<br />'61
<br />
<br />~
<br />0'
<br />0-
<br />, ....
<br />
<br />72
<br />73
<br />
<br />31
<br />
<br /><
<br />o
<br />
<br />60
<br />28.498 $F
<br />
<br />34-35
<br />36-37
<br />38-39
<br />39-40
<br />41-42
<br />43-44
<br />44-45.
<br />
<br /><n.
<br />"''''
<br />. '"
<br />
<br />39-S59" 56' 46 "y;
<br />
<br />SW 1/4 of
<br />NW 1/4
<br />SEe. 21
<br />T8N R!JE
<br />
<br />SE 1/4 of
<br />NE 1/4
<br />SEe. 20
<br />T8N R!JE
<br />
<br />---------
<br />
<br />~ \:
<br />''':
<br />
<br />~ \M
<br />'''0
<br />, .-
<br />\:
<br />, ~
<br />,
<br />\
<br />"
<br />'/.'\
<br />Ai' ,
<br />
<br />40: i
<br />
<br />-------
<br />
<br />44-1'147' 36' 04 "w
<br />45-N50' 22' 12"E
<br />
<br />68
<br />31.332
<br />
<br />80
<br />81
<br />82
<br />83
<br />84
<br />
<br />CARR I AGE
<br />--------
<br />RIDGE
<br />
<br />,1,\\
<br />'\~r
<br />,'0'0 \"
<br /><:,'0,\'0":>'
<br />
<br />32
<br />
<br />Lu
<br />, -
<br />
<br />5~. .
<br />$~9' 53' 00 77tJk.-
<br />206.86'
<br />
<br />LOCA770N MAP
<br />NOT TO SCALE
<br />
<br />~\!) ~
<br />... (\J ;::: ......
<br />\.i) . C) "
<br />rv)O (;) t.O
<br />ON 71 ;" '<;
<br />44.167:tSF Ci 45.711:!:SF ~g:;
<br />881.0 881.0 (';::::
<br />1 SEE NOTE 1) 1 SEE NOTE 11 V>
<br />S86CI6'OZIlE
<br />7054'59E, 197 09'
<br />\'l7 .1I5P7 -' --~.
<br />N'IIJIoNMENTAL C .
<br />'-N88:j9t!8'I,;:-'- '-f?R.!.II~f_.-,
<br />152.73'
<br />- '"
<br />APPROXfMATE\ +\ t-.. ...,ii
<br />EDGE OF g ~
<br />WETLANDS C)
<br />~
<br />........~..._.......,.....1-0.9-'t F-..... ........... ....
<br />.. I + "'1:19-"'-/:''''''__
<br />.........64 - ...'" 90'
<br />..._,..._ _.. -- --~... -...._R> _ "'_,... . .. _.. __._....:=
<br />92'7:;:-..........49~+ .........
<br />- ...........":"..
<br />
<br />45-46
<br />47-48
<br />
<br />
<br />PUBLIC
<br />DRAINAGE: 8
<br />STORMWATER ,i'>
<br />MANllGE:MENT Q ,-
<br />
<br />88
<br />8"
<br />
<br />
<br />49"'50
<br />
<br />---
<br />
<br />,
<br />1~:3;: _.-
<br />I -, ~-
<br />... It ~__
<br />o !(l.",
<br />'0 Q...
<br />'. '" to)
<br />10 ...'"
<br />'" () ,
<br />. 0
<br />l~ 000
<br />i ~~
<br />,
<br />,
<br />
<br />~-
<br />
<br />69
<br />63.658:!: SF
<br />~ 883.0
<br />": , 1 SEE NOTE 1)
<br />~ ~ 5 ~~~.
<br />f'.. a ,.,..........,
<br />. ,- l -.-' 233.23
<br />~....... ...........~45I1YJ .....
<br />~"- "...... $80" 24 ...+i
<br />'"
<br />::>
<br />-
<br />
<br />43.399:1: SF
<br />881. 0
<br />(SEE NOTE 1)
<br />40.01'
<br />f.ASEME: --AND
<br />.-,,-.-..--.
<br />N86<>16 '02"w
<br />
<br />52
<br />33,235 SF
<br />6tu'1
<br />
<br />33
<br />
<br />f<'
<br />/.
<br />,/:<.
<br />S89' 53' OO/'E
<br />180.05 :
<br />
<br />'1:2. ;-I
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<br />51 r~
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<br />NOTE:
<br />
<br />--...,---
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<br />LANDS
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<br />1. ElevatIons shown for Lots 66. 67. 69 thru 82 and 89 ore the
<br />required minImum unprotecTed foundation opening elevations.
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<br />LOT 1
<br />CERTIF If.D
<br />----....----
<br />SURVEY MAP
<br />------ ---
<br />NO. 8704
<br />
<br />2. ElevatIon of brass cop monument NE corner Section 20, T8N.
<br />R9E is 910.94'.
<br />
<br />._ 584<>34'24""
<br />.-........- ~
<br />CORR!DOR-'-
<br />110.35'
<br />
<br />-._._ 671.52'
<br />f.ASEMf.NT-'-'-,
<br />140.3S1ND
<br />
<br />.-..,.,.
<br />MEANDER-...-.....
<br />140. 35 ,LINf.d
<br />
<br />78 ~ - 77~:
<br />40.322:!: SF ;; '> 40.748:1: SF ;"'1
<br />878.0 ~ ~ 878.0 ~t
<br />(SEE NOTE 1);<;;:; 1 SEE NOTE 1) 01'
<br />~~ <:
<br />~ ..... 20' PU8L IC~
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<br />81
<br />~ 'f., 38,820:1: SF ~ 0 80
<br />2 I --:.'-0<) 879.0 ~g 42,456j:SF
<br />(;, , ~~,~SEE NOTE 1)~~ 878.0
<br />~ I 82 '0 '" (SEE NOTE I)
<br />o 0 , 41.275:': SF <5'/ ,11,
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<br />lEASEMEN,';) Ul/j.J -6~. ~. 45
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<br />. 0 878.0
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<br />25' EQUESTRiAN
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<br />EASEMENT
<br />
<br />SURVEYOR'S CERTIFICATE
<br />
<br />--14
<br />
<br />--r--- ---14 # 0.....-.---
<br />N88036'$6"W 559.67'
<br />N88""36'56"W 631.89'
<br />COBBLESTONE LANE
<br />588' 6'56"E 559.67'
<br />--~:;j QQ.:.. - ___ ,f),Q____
<br />
<br />I. Vloyne D. Barsness, RegIstered Land Surveyor. S-1561. do hereby certify
<br />that in full compliance wIth the proviSions of Chapter 236 of the Wisaonsln
<br />Statutes and the subdivisian regulations of the Town of Westport. and under
<br />the direction of the owner listed below. I have surveyed. divided and mopped
<br />FIRST ADDITiON lU CARRiAGE RIDGE and that such plat correctly represents all
<br />exterIor boundaries and the subdivIsion Of the lond surveyed and is Lot 1.
<br />Certified Survey Map.Number 9089, recorded in Valume 51 of Certified Survey
<br />Maps an Pages 65-67 os Document Number 3036910. Oane County Registry. located
<br />in the NE 1/4 of the NE 1/4 of Section 20 ond in the NVI 1/4 of the NW 1/4 and
<br />the SVI 1/4 of the NW 1/4 af Section 21. T8N. R9E. Town of Wesport. Dane County.
<br />Wisconsin. to-wIt: beginnIng at the northeast corner of said SectIon 20; thence
<br />N89"58'32"E. 124.91 feet; thence S39'18'41"W. 197.73 feet: thence $00'07'05"W.
<br />988.28 feet; thence S44'35'55"E. 269.99 feet; thence S8S'38'03"W. 198.81 feet;
<br />thence NOO'29'57"E, 8.40 feet; thence S89'47'52"W. 1327.58 feet; thence
<br />NOO'10'00"E, 1324.77 feet; thence N89'43'54"E. 1335.28 feet to the point of
<br />beginnIng. ContaIns 41.28 acres.
<br />
<br />LOT 1
<br />
<br />CERTIF lED
<br />-...-------
<br />SURVEY MAP
<br />------ ---
<br />NO. 8232
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<br />LOT 2
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<br />__11
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<br />5tYL'l
<br />
<br />89
<br />75.400:!: SF
<br />SEE NOTE 5.
<br />874.0
<br />(SEE NOTE I)
<br />
<br />r;f}41
<br />87
<br />28.285 SF
<br />
<br />5'83.5
<br />88
<br />27.718 SF
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<br />GRID NORTH
<br />WISCONSIN STATE PLANE
<br />COORDINATE SYSTEM
<br />(SOUTH ZONE) NAD 27
<br />BEARING OF THE: NORTH lINE
<br />OF THE NE 1/4 OF SECTiON 20.
<br />T8N. R9E IS N89'43'54"E
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<br />o 100 200
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<br />Scale ,11":: 100 '
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<br />85
<br />29.449 SF
<br />
<br />86
<br />28,866 SF
<br />
<br />84
<br />30.912 SF
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<br />1.._______
<br />
<br />145.05'
<br />
<br />Dated this ~z.pd day of '&~G-as/
<br />Revised thIs 7th day of Oatober. 2008.
<br />RevIsed this 4th day of March. 2009.
<br />
<br />,~"t",%~1,~~33"9&7#/ip
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<br />
<br />. 2008.
<br />
<br />145.05 '
<br />[N89'25'57"WJ
<br />
<br />145.06'
<br />S89'47'52"W
<br />
<br />145.06'
<br />1327,58'
<br />
<br />218.00'
<br />
<br />84.56'
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<br />20' EOUESTRIAN
<br />PE:DE:STRIAN
<br />E:ASE:ME:NT
<br />
<br />/'t "".~tf
<br />:;:>Vr!OTES
<br />
<br />I S89'38'03"W 198.81'
<br />I [N89'37'1o"W 198.40' J
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<br />This Instrument was drafted by D'OnofrIo. Kottke & Associates. Inc.
<br />FN; 08-07-104
<br />
<br />LANDS
<br />
<br />a.;~z>, ~
<br />
<br />There are no objections to this plat with respect to
<br />Secs. 236.15, 236.16. 236.20 and236.21(1) and (2),
<br />Wis. Stats. as provided by s. 236.12, Wis. Stats.
<br />
<br />Certified M \ 1- ~ 2009
<br />
<br />
<br />1Z-~;,P.Em'","
<br />
<br />LANDS
<br />
<br />1. Environmental corridor easement sholl be allowed to be used os wetland buffer,
<br />pub! ic stormV/oter manogement and drainage, J imi1'ed equestrian ond pedestrian
<br />access and public stormwater access maintenance easements.
<br />
<br />2. Distances, lengths and widths are measured to the nearest hundredth of 0 foot.
<br />
<br />Wayne D. Barsness, Registered Land Surveyor, S-1561
<br />
<br />------..... - ........
<br />D'ONOFRIO KOTTKE AND ASSOCIATES. INC.
<br />
<br />3. Distances shown along curves ore chord lengths.
<br />
<br />4. Private equestrian pedestrian easements sholl be allowed to be used for public
<br />occess for the maintenance of stormwoter management areos.
<br />
<br />5. The portion of Lot 89 within the environmental corridor is subject to a
<br />15' wide public pedestrian 1TOil.
<br />
<br />
<br />7530 Westward Way, Madison, WI 53717
<br />Phone: 608.833.7530 . Fax: 608.833.1089
<br />YOUR NATURAL RESQURCE FOR l.AHD DEVELOPMENT
<br />
<br />SHEET 1 OF 2
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