|
<br />I
<br />
<br />'PLATS
<br />
<br />'P AG S
<br />
<br />40
<br />
<br />S '1-6 ~(p B
<br />
<br />VOL
<br />
<br />N 010- 31'-50~' E-
<br />2L90' ON TAN.
<br />
<br />TLE SfATior. * OFFSET TABLE
<br />
<br />POINT
<br />NUMBER
<br />
<br />T4
<br />TlO
<br />Tl1
<br />T12
<br />Tl3
<br />Tl4
<br />Tl5
<br />Tl6
<br />Tl7
<br />Tl8
<br />Tl9
<br />T20
<br />T21
<br />T22
<br />T23
<br />T27
<br />T28
<br />T29
<br />no
<br />T31
<br />T32
<br />T33"
<br />J34
<br />T35
<br />136
<br />137
<br />138
<br />T39
<br />T40
<br />T41
<br />T42
<br />T43
<br />144
<br />T45
<br />.T46
<br />T47
<br />T48
<br />T49
<br />T50
<br />T51
<br />T52
<br />T53
<br />T54
<br />T55
<br />T56
<br />T57
<br />T58
<br />T59
<br />
<br />S '85"59'24" E
<br />~.52: TAN. TO R/w
<br />\ --,
<br />-\- -
<br />\
<br />
<br />
<br />TRANSPORTATION PROJECT
<br />
<br />PLAT
<br />
<br />NO: 5155-02-20-4002
<br />
<br />-- - - - - -
<br />
<br />
<br />S 85059'24" E.2703.47'BETWEEN CORNERS _
<br />STA..-1082+20.4S'
<br />
<br />/'
<br />
<br />/'
<br />
<br />- --
<br />
<br />RAILROAD SPIKE
<br />Y- = 46I.32.7.267
<br />X = 823.475.930
<br />
<br />/'
<br />
<br />OFFSET
<br />-360.64'
<br />167,00'
<br />-353.88'
<br />-367.81'
<br />167.00'
<br />-139.00'
<br />-139.00'
<br />-214.65'
<br />-186.86'
<br />-186.86'
<br />-171.86'
<br />192.85'
<br />128.16'
<br />128.15'
<br />262.50'
<br />-138.02'
<br />-138.01'
<br />216.85'
<br />216.80'
<br />-141.00'
<br />-111.00'
<br />-88.00'
<br />-S8.00'
<br />-63.00'
<br />-68.00'
<br />-7.3.0.0'
<br />-70.43'
<br />85.48'
<br />80.00'
<br />90.00'
<br />llS.OO'
<br />150.0.0'
<br />155.00'
<br />185.00'
<br />215.00'
<br />-70.00'
<br />. ~ 75.00"
<br />-75.00'
<br />-60.00'
<br />-60.00'
<br />-50.00'
<br />-70.00'
<br />-70.00'
<br />-55.00'
<br />-50.67'
<br />-70.00'
<br />-70.00'
<br />-60.00'
<br />
<br />STATION
<br />1054+84.34
<br />99'WI.:'+02;85
<br />1055+08.84
<br />1055+03.18
<br />'97'WL'+92.95
<br />98'WL'+11. 73
<br />98'WL'+ 78. 77
<br />1070+08.50
<br />1073+26.04
<br />1076+50.20
<br />1076+50.20
<br />1079+06.43
<br />1072+85.77
<br />1067+80.28
<br />1064+45.87
<br />108'WL'+06.01
<br />109'WL'+46.06
<br />109'WL'+36.09
<br />108'WL'+79. 7 4
<br />l12'WL'+55.00
<br />114'WL'+26.00
<br />115'WL'+95.00
<br />117.'WL'+93.00
<br />119'WL'+97.00
<br />121'WL'+5"O.OO
<br />.12Jl'WL'+.03.00
<br />123'WL'+86.20
<br />123'WL'+ 79.52
<br />123!WL'+00.00
<br />120'WL'+00.00
<br />118'WL'+00.00
<br />116'WL'+00.OO
<br />114'WL'+00.00
<br />l12'WL'+75.00
<br />111'WL'+50.00
<br />18'MM'+12.00
<br />19'MM'+00.00
<br />.20'MM'+50.00
<br />21'MM'+50.00
<br />23'MM'+00.00
<br />23'MM'+00.00
<br />25'MM'+00.00
<br />28'MM'+07.00
<br />8'MM'+00.00
<br />9'MM'+00.00
<br />10'MM'+50.00 .
<br />13'MM'+50.00
<br />13'MM'+50.00
<br />
<br />
<br />2IlY I
<br />
<br />P.l.--~
<br />
<br />-:!if - - -
<br />
<br />/' .-- - . N 85059~24",W 1429:17'TO;;W -_-_-.....:.:. _ _
<br />
<br />\ P.L.' --~
<br />
<br />'-------.
<br />
<br />THAT PART OF THE SW 1/4-NW 1f4, THE NW 1/4-NW 1/4, THE NE 1/4-NW 1/4, AND
<br />THE SE 1/4-NW 1/4 . OF SECTION 12, T 6 N,.R 9 E, CITY OF FITCHBURG, DANE COUNTY, WISCONSIN
<br />
<br />::Documen+ iJ; '174747/
<br />
<br />S 85059'24" E 957.54' TO R/w
<br />
<br />- -
<br />--":::.-:::..'":'.:::.:-
<br />
<br />-~-
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<br />
<br />,
<br />
<br />I
<br />
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<br />
<br />rz
<br />
<br />,
<br />
<br />I SW -NW
<br />12~6-9
<br />
<br />,
<br />
<br />-/
<br />
<br />,
<br />
<br />I
<br />
<br />PC 1081+98.56 P.L.
<br />
<br />--
<br />
<br />I
<br />. I .
<br />2. 8~9'24" E.J
<br />172.21'RIW TO TAN.
<br />
<br />--
<br />
<br />212
<br />
<br />---
<br />
<br />I
<br />
<br />RELOCA TION ORDER USH 14 DANE COUNTY
<br />
<br />I
<br />I
<br />
<br />I
<br />'"
<br />00"
<br />~.~
<br />. W
<br />_~N
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<br />+
<br />o
<br />...
<br />V~Q
<br />
<br />.J
<br />!"
<br />
<br />2'42'
<br />
<br />(iN
<br />
<br />TO PROPERLY ESTABLISH, LAY OUT,WIDEN, ENLARGE, EXTEND, CONSTRUCT, RECONSTRUCT, IMPROVE, OR. MAINTAIN A PORTION OF THE HIGHWAY DESIGNA:rEDABOVE,
<br />THE CITY OF FITCHBURG DEPARTMENT OF PUBLIC WORKS QEEMS IT NECESSARY TO RELOCATE OR CHANGE SAID HIGHWAY AND ACOUIRE CERTAIN LANDS AND
<br />INTERESTS OR RIGHTS IN LANDS FOR THE ABOVE PROJt:CI.
<br />TO EFFECT THIS CHANGE, PURSUANT TO AUTHORITY GRANTED UNDER SECTION 84.02 (3) AND 84.09, WISCONSIN STATUTES, THE DEPARTMENT OF PUBLIC WORKS
<br />HEREBY ORDERS THAT:
<br />1. THAT PORTION OF SAID HIGHWAY AS SHOWN ON THIS PLAT IS LAID OUT AND ESTABLISHED TO THE LINES AND WIDTHS AS SO SHOWN FOR THE ABOVE PROJECT.
<br />2. THE LANDS OR INTERESTS OR RIGHTS IN LANDS AS SHOWN ON THIS PLAT ARE REQUIRED BY THE CITY FOR THE ABOVE PROJECT AND SHALL BE ACQUIRED IN
<br />THE NAME OF THE CITY OF FITCHBURG, PURSUANT TO THE PROVlSlONS OF SECTION 84.09 (1) OR (2), WISCONSIN. STATUTES.
<br />LOCATION SKET-CH
<br />
<br />CITY
<br />
<br />T20
<br />
<br />Zl4
<br />
<br />~
<br />
<br />213
<br />
<br />L
<br />
<br />;)
<br />j
<br />j
<br />i
<br />J
<br />7
<br />71
<br />/
<br />If
<br />/
<br />I
<br />.1
<br />(l~
<br />J
<br />215 >.:-1
<br />I
<br />. '.)
<br />I
<br />XI
<br />
<br />'I
<br />1 T22 I
<br />
<br />,y-
<br />'\
<br />i,
<br />.\
<br />\
<br />.\ 223
<br />\
<br />
<br />\
<br />
<br />241
<br />
<br />
<br />2'40
<br />
<br />I
<br />I
<br />f
<br />I
<br />
<br />T54
<br />
<br />
<br />T18
<br />
<br />'2 TLE-SLOPES
<br />. .J. 0.Q7 A"CRES
<br />
<br />
<br />NW -NW
<br />12-6-9
<br />
<br />CONVENTIONAL SYMBOLS AND.ABBREVIATIONS
<br />
<br />
<br />I
<br />I
<br />
<br />T7N
<br />"".".. ";" r" 6"~"
<br />
<br />. .
<br />
<br />o
<br />o
<br />+
<br /><n.
<br />~
<br />Q
<br />
<br />STATE ,COUNTY ,
<br />0, TOWN LINE
<br />SECTION LINE
<br />QUARTER LINE
<br />SIXTEENTH LINE
<br />
<br />PROPOSED REFERENCE LINE
<br />
<br />ACCESS POINT AP
<br />ACCESS RIGHTS AR
<br />ACRES AC.
<br />AND OTHERS ET. AL.
<br />CENTERLINE C/L
<br />CERTIFIED SURVEY MAP CSM
<br />DOCUMENT DOC.
<br />HIGHWAY EASEMENT H.E.
<br />LAND CONTRACT LC
<br />MONUMENT MON.
<br />PAGE P.
<br />PROP.ERTY LINE P.L.
<br />PERMANENT LIMITED EASEMENT PLE
<br />RECORDED AS (l00')
<br />REFERENCE LINE R/L
<br />REMAINING REM.
<br />RIGHT-OF-WAY R/W
<br />SECTION SEC.
<br />SOUARE FEET SO.FT.
<br />STATION STA.
<br />TEMPORARY LIMITED EASEMENT TLE
<br />VOLUME V.
<br />REBAR RB
<br />CURVE DATA
<br />LONG CHORD.
<br />LONG CHORD BEARING
<br />RADIUS
<br />DEGREE OF CURVE
<br />CENTRAL ANGLE OR DELTA
<br />LENGTH OF CURVE
<br />TANGENT
<br />
<br />w w
<br />1 on on
<br />.0: 0:
<br />
<br />3
<br />
<br />2
<br />
<br />LOCATION
<br />
<br />~
<br />0:'
<br />W
<br />Z
<br />0:
<br />8
<br />z
<br />i:l
<br />'"
<br />~
<br />W
<br /><D.
<br />00
<br />"'
<br />'"
<br />~
<br />'"
<br />w.
<br />V
<br />o
<br />.v",
<br />:r
<br />~I
<br />I
<br />
<br />_...----,---
<br />
<br />208
<br />
<br />~.
<br />
<br />4
<br />
<br />4
<br />
<br />PROPOSED R/W LINE
<br />EXISTING H.E. LINE
<br />PROPERTY LINE
<br />EASEMENT LINE
<br />CORPORATE LIMITS
<br />EXISTING CENTERLINE
<br />LOT & TIE LINES
<br />
<br />. .
<br />
<br />
<br />OF
<br />
<br />T51
<br />
<br />15
<br />
<br />14
<br />
<br />: Fitcbbutg
<br />
<br />T50
<br />
<br />232
<br />
<br />:3 T1.E_SLOPES
<br />0.22 ACRES
<br />
<br />TLE-SLOPES :3
<br />0.96 ACRES
<br />
<br />207
<br />
<br />////////////
<br />
<br />231
<br />
<br />o
<br />o
<br />+
<br />12
<br />Q
<br />
<br />749
<br />
<br />NE -NW
<br />12..,6-.9
<br />
<br />COURSE TABLE
<br />
<br />BEARING
<br />N 120-06'-49" 1'1
<br />N .290-47! -57" .1'1
<br />N 530-55'-58" 1'1
<br />N 020-'43' -59" E
<br />N 380-06'-48" E
<br />"N16'0-30' -31"E
<br />N 290-43'-34" E
<br />N 210-10'-44" E
<br />N .120-37' -53" E
<br />N 070-37'-52" E
<br />S 850-59\-24" E
<br />S 000-24'-12" 1'1
<br />SO-7"'-37 "-52 "1'1
<br />S 750-31'-34" E
<br />S 130-34 '-53" 1'1
<br />S 070-37'.-52" 1'1
<br />S 140-15'-25" E
<br />S 8.70-26'-57" E
<br />S 020-33'-03" 1'1
<br />N870-26'-57" W
<br />S 020-33'-03" 1'1
<br />S 890-03" -32" E
<br />S 830-20'-53" E
<br />'S86'0~11' -43" E
<br />N 770-19'-19" E
<br />N 180-16'-17" E
<br />N 000-55'-34" 1'1
<br />N 020-19'-34" E
<br />N 100-51'-24" E
<br />N 020-19'-34" E
<br />N870-40'-26" 1'1
<br />N 020-19'-34" E
<br />N 180-10'-'36" E
<br />S 870-41'-52" E
<br />"S '02"0-'18'-0"8"'1'1
<br />N 870-57'-19" 1'1
<br />N 010-13'-59" 1'1
<br />N 020-19'-34" E
<br />N 300-27'-04" 1'1
<br />S 890-01'-54" W
<br />S 240-32'-01" 1'1
<br />S 300-45'-36" 1'1
<br />N 880-01'-00" 1'1
<br />
<br />DISTANCE
<br />102.71'
<br />154..65 '
<br />127.76'
<br />134.88'
<br />273.55'
<br />104.38'
<br />502.26'
<br />295.97'
<br />320.53'
<br />873.41'
<br />316.76'
<br />31.04'
<br />287.'00 '
<br />25.00'
<br />818.32'
<br />2.95.53 '
<br />383.96'
<br />185.43'
<br />200.02'
<br />75.01'
<br />207.33 '
<br />46.36'
<br />93.90'
<br />197.95'
<br />71.33'
<br />154.19'
<br />88.14'
<br />150.00'
<br />101.12'
<br />350.00'
<br />10.00'
<br />307.00'
<br />96.68'
<br />33.00'
<br />'2176 :33'
<br />40.00'
<br />327.15'
<br />450.00'
<br />56.37'
<br />221. 91 '
<br />331. 76 '
<br />32.70'
<br />783.72'
<br />125.01'
<br />208.94'
<br />
<br />FO
<br />(TYPE)
<br />(IELEPHONE,g,AS,~LECTRIC..fABLE TV, LEBER QPTIC)
<br />
<br />COURSE
<br />100-200
<br />.200-201
<br />201-202
<br />202-203
<br />203-204
<br />'204 ~205
<br />205-206
<br />206-207
<br />207-208
<br />208-209
<br />210-211
<br />211-212
<br />212-213
<br />213-214
<br />214-215
<br />215-216
<br />216-223
<br />223-224
<br />224-225
<br />225-217
<br />217-218
<br />218'-219
<br />219-220
<br />220~226
<br />238-228
<br />228-229
<br />229-230
<br />230-231
<br />231-232
<br />232-233
<br />233-2]4
<br />234-240
<br />240-241
<br />241-242
<br />242':243
<br />243-244
<br />244-245
<br />245--246
<br />246-235
<br />237 -22'1
<br />221-222
<br />222-101
<br />101-100
<br />225-239
<br />239-223
<br />
<br />UTILITIES
<br />
<br />:3 TlE-SLOPES
<br />OJ! ACRES
<br />
<br />230
<br />
<br />z
<br />
<br />748
<br />
<br />w
<br />o
<br />'"
<br />,
<br />i'-
<br />'?
<br />.
<br />~
<br />o
<br />""
<br />
<br />ACCESS RESTRICTED ......
<br />(BY PREVIOUS PROJECT /CONTROU
<br />
<br />229
<br />
<br />NO ACCESS
<br />(BY ACQUISTION)
<br />
<br />1111111111
<br />
<br />STA TION&OFFSET
<br />
<br />POINT
<br />NUMBER
<br />
<br />100
<br />101
<br />200
<br />201
<br />202
<br />203
<br />204
<br />205
<br />206
<br />207
<br />208
<br />209
<br />210
<br />211
<br />212
<br />213
<br />214
<br />215
<br />216
<br />217
<br />218
<br />219
<br />220
<br />221
<br />222
<br />223
<br />224
<br />225
<br />226
<br />227
<br />228
<br />229
<br />230
<br />231
<br />232
<br />.233
<br />234
<br />235
<br />236
<br />237
<br />238
<br />239
<br />240
<br />241
<br />242
<br />243
<br />.244
<br />245
<br />246
<br />
<br />TAStE
<br />
<br />16IMM1+28.08 :::
<br />124'Wt'+73,51
<br />
<br />;,;.
<br />
<br />'"
<br />E
<br />
<br />STATION
<br />
<br />1054+86.50
<br />1055+90.33
<br />1055+83;44
<br />1057+05.69
<br />1057+64.98
<br />1059+02.70
<br />1061+46.02
<br />1062+51.38
<br />1067+18.35
<br />1070+06.08
<br />1073+25.39
<br />1081+98.80
<br />1082+09.82
<br />1082+28.74
<br />1081+98.56
<br />1079+11.58
<br />1079+08.60
<br />1070+94.75
<br />1067+99.25
<br />1062+54.75
<br />108'WL'+03.84
<br />108'WL'+50.20
<br />109'WL'+43.64
<br />109'.WL'+39.97
<br />1056+20.19
<br />1064+43.10
<br />1064+59.51
<br />1062+61.60
<br />111'WL'+40.93
<br />.117'WL'+10.21
<br />123'WL'+ 75.00
<br />18'MM'+12.00
<br />19'MM'+00.00
<br />20'MM'+50.00
<br />21'MM'+50.00
<br />25'MM'+.00.00
<br />25'MM'+00.00
<br />123'WL'+75.00'
<br />117'WL'+07.34
<br />1l1'WL'+59.79
<br />123'WL'+07.81
<br />1062+50.30
<br />28'MM'+07.00
<br />29'MM'+00.00
<br />29'MM'+00.01
<br />7'MM'+23.68
<br />7'MM'+23.48
<br />10'MM'+50.00
<br />15'MM'+OO.OO
<br />
<br />OFFSET
<br />
<br />-345.07'
<br />431.72'
<br />-383,10'
<br />-480.73'
<br />-594.62
<br />,-609,05'
<br />-473.45'
<br />-457.93
<br />,-269,14'
<br />-199.81'
<br />-171.87'
<br />-171.86'
<br />-171.85'
<br />144.32'
<br />148.17'
<br />148.17'
<br />172.99'
<br />88,15'
<br />88.15'
<br />359.11'
<br />-61.04'
<br />-61.04'
<br />-51.69'
<br />78.90'
<br />443.61'
<br />23"1.28'
<br />415.98'
<br />433.80'
<br />-43".85'
<br />_31.50'
<br />-39.13'
<br />-60.00'
<br />-65.00'
<br />-65.00'
<br />-50.00'
<br />-50.00'
<br />-60.00'
<br />77.83"
<br />77.50'
<br />69.66'
<br />-31.49' .
<br />309.32'
<br />-60.00'
<br />-33.60'
<br />-0.60'
<br />0.31'
<br />-39.69'
<br />-60.00'
<br />-60.00'
<br />
<br />'T35
<br />
<br />I
<br />I
<br />
<br />NO ACCESS ...........
<br />(BY STATUTORY AUTHORITY)
<br />
<br />o
<br />o
<br />+
<br /><n
<br />w
<br />Q
<br />
<br />S 870-41'-09" E
<br />
<br />" I
<br />"'I
<br />;;
<br />"
<br />~
<br />"
<br />
<br />I~ I
<br />If I
<br />~I
<br />II
<br />I
<br />I
<br />
<br />LCH
<br />LCB
<br />R
<br />o
<br />DELTA
<br />L
<br />TAN
<br />
<br />SE -NW
<br />
<br />224
<br />
<br />
<br />LL LLJ
<br />w............j
<br />:.......:.:......
<br />""~:"
<br />"'..../...../'
<br />t..;,:::.::' .........':..::.I
<br />@
<br />@
<br />Ii
<br />
<br />FEE (HATCH VARIES)
<br />
<br />TEMPORARY LIMITED
<br />EASEMENT
<br />PERMANENT LIMITED
<br />EASEMENT
<br />PARCEL NUMBER
<br />
<br />lAP.
<br />WATERTOWER
<br />ENTRANCE
<br />
<br />T31
<br />
<br />,
<br />
<br />~
<br />- Y.'''-I
<br />
<br />,TlS
<br />
<br />I.
<br />
<br />P.L.
<br />
<br />:E ~~
<br />15 '"
<br />T28 ~. ~
<br />. 217:-\ .'i ~
<br />:~J .~.~.~~ ~
<br />
<br />1059+4LOO ;
<br />/ 104'WL'+13.42.
<br />
<br />,'RB
<br />
<br />NON
<br />COMPENSABLE
<br />G
<br />TELEPHONE POLE )Z5
<br />TELEPHGNE PEDESTAL )::(
<br />
<br />COMPENSABLE
<br />.
<br />.
<br />)(
<br />
<br />SIGN NUMBER
<br /><OFF PREMISE)
<br />
<br />.POWER POLE
<br />
<br />r
<br />~
<br />f
<br />t
<br />
<br />. . 3 'TLE-SLOPES
<br />.o.or ACRES
<br />
<br />BUILDING
<br />
<br />o
<br /><>
<br />+
<br />o
<br />w
<br />El
<br />
<br />I.P.
<br />e(I" UNLESS NOTEm .
<br />
<br />o .(SEn
<br />
<br />/),. .(SET)
<br />
<br />I SIGN I SIGN
<br />
<br />I
<br />I
<br />
<br />FOUND IRON PIPE/PIN
<br />R/W MONUMENT
<br />R/W STANDARD
<br />SIGN
<br />
<br />T57
<br />
<br />
<br />
<br />S 89'-03'-34" E
<br />
<br />SECTION CORNER .
<br />
<br />...J
<br />n:
<br />
<br />PI 1058+10.98 "
<br />v~
<br />
<br />:3 TLE-SLOPES
<br />0.02_ ACRES
<br />
<br />o
<br />
<br />
<br />CURVE DATA - U5H 14 NB
<br />-PI'STA. '1058+1.0.-98
<br />Y: 459049.010
<br />X: 821588.093
<br />A . 02035'58" LT.
<br />.0 . 000"15 '00"
<br />L . 1040.32'
<br />T . 520.25'
<br />R . 22930.35'
<br />PC STA. 1052+90.73
<br />"PT "STA. "1063+31'05'
<br />BK.. TAN. N 100-131-48" E
<br />
<br />FITCHBURG
<br />
<br />It/,!" REBAR
<br />Y = 458,806.839
<br />X :: 820.649.669
<br />
<br />. 3TLE-SLOEES .
<br />OJ! ACRES
<br />3 TLE-SLOPES '
<br />0.01 ACRES
<br />
<br />REFERENCE LINE .DA T A
<br />PI STA. 99'WL'+64.12
<br />Y: "459185 ;890
<br />X: 821150.859
<br />J::.. '" 01043'06'" RT.
<br />
<br />REFERENCE LINE DATA
<br />PI STA. 109'WL'+68.93
<br />Y: ~59169.397
<br />X: 822155.533
<br />6 u 00040.153" RT..
<br />
<br />
<br />N870-26'-5-7" \II
<br />N 140-15'-25" W
<br />
<br />'-
<br />
<br />RAILROAD _ SPIKE
<br />Y - 458.712.605
<br />x= 823.370.813
<br />
<br />I~
<br />roo
<br />192
<br />ro .
<br />-m
<br />j~t::;
<br />~ z
<br />
<br />PLE-DRAINAGE
<br />0.20 ACRES
<br />
<br />1.P.y.. RB I..",. RB
<br />~
<br />'- - ~
<br />......... - _ _ S 88"01'0" E 538.20' _-
<br />........ SrC.-COR.:ro R/W- T4 L _S .~o01QO':.s 3~.5L J
<br />'-- _ _ _ _ _ _ _ _ _ _ _ ~/~TO TAN.
<br />-----
<br />
<br />,
<br />
<br />I-=-~
<br />
<br />CURVE 209-210
<br />L ; 10.78'
<br />LC : 10.78'
<br />LCB: N070-3-5'-34" E
<br />R ; 8025.75'
<br />
<br />CURVE 235-236
<br />L : 585.59'
<br />LC ; 559.06'
<br />LCB: S'560-08'-30"-VI.
<br />R ; 557.72'
<br />
<br />STA.1055+33.50
<br />"-.. _NJt8"Q!'.OO~w. ~4~' _ _ - ~.. -- -lL8B"Ol'OO" W 1400':B'S
<br />R/W TO TAN. .. R8 SEEcdR. TORIW - - - - - _ _ _ _
<br />- - - - S -88001'00" E 2122.78'BETWEEN CORNERS _ _ _ _ _ _ _ - - - - - '- - - - - - ~ ~ -
<br />
<br />CURVE DATA
<br />PI STA. 121'WL'+21.39
<br />Y: 459813.214
<br />X: 822968.932
<br />A . 66015 '08" RT.
<br />O' - 09005-.41"
<br />L - 128.411
<br />T- .411.10-1
<br />R '" 629.99'
<br />PCC STA. 117'WL'+10.29.
<br />PT STA. 124'WL'+38.77
<br />
<br />CURVE DATA
<br />PI STA. 114'WL1+60.84
<br />Y: 459155.474
<br />X: 822647.250
<br />A .. 65033'36" LT.
<br />o . 11029.21"
<br />L . 570.54 '
<br />T -. 32-1.'09 '
<br />R = 498.62'
<br />PC STA. 111!WL'+39.75
<br />PCC STA. 117'WL'+10.29
<br />
<br />CURVE OA7A - USH 14 NB
<br />PI STA. 1089+1S.71
<br />Y: 462126.421
<br />X: 821998.378
<br />J::. . 10000'00" LT.
<br />O. 00041:'56'*
<br />L . 1430.66'
<br />T. 117.151
<br />R c 8197..11'
<br />PC STA. 1081+98.56
<br />PT STA. 1096+29.22
<br />AH. TAN.' N 020-22' -101> W
<br />
<br />------
<br />
<br />"
<br />'"
<br />'"
<br />
<br />NOTES: A PERMANENT LIMITED .EASEMENT. (PLE) IS A RIGHT FOR DRAINAGE PURPOSES, AS DEFINED
<br />COORDINATES ANO BEARINGS ON THE PLAT ARE REFERENCED TO THE WISCONSIN COUNTY HEREIN,INCLUOING THE RIGHT TO OPERATE NECESSARY EQUIPMENT THEREON AND THE RIGHT OF
<br />COORDINA TE SYSTEM DANE COUNTY (ENGLISH) NAD 1983(2007) ADJUSTMENT ALL DISTANCES INGRESS AND EGRESS, AS LONG AS REQUIRED FOR SUCH PUBLIC PURPOSE, INCLUDING THE RIGHT
<br />ARE GROUND LENGTH. .. . TO PRESERVE, PROTECT, REMOVE OR PLANT THEREON ANY VEGETATION THAT .THE HIGHWAY
<br />AUTHORITIES MAY DEEM DESIRABLE, BUT WITHOUT PREJUDICE TO THE OWNER'S RIGHT TO MAKE
<br />DIMENSIONING FOR THE NEW. RIW IS MEASURED ALONG .AND PERPENDICULAR TO THE NEW REFERENCE LINES. OR CONSTRUCT IMPROVEMENTS' ON SAID LANDS OR' TO FLATTEN THE SLOPES, PROVIDING
<br />PARCEL IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ON THE SAID ACTIVITIES WILL NOT IMPAIR OR OTHERWISE ADVERSELY AFFECT THE HIGHWAY FACILITIES.
<br />SCHEDULE OF LANDS & INTERESTS AS REQUIRED.
<br />ALL RIGHT-OF-WAY LINES DEPICTED IN NON ACQUISITION AREAS ARE INTENDED TO RE-ESTABLISH EXISTING
<br />RIGHT-OF-WAY LINES AS DETERMINED FROM PREVIOUS PROJECTS.OT-HER DOCUMENTS,.OR FROM
<br />CENTERLINE OF EXISTING PAVEMENTS.
<br />RIGHT-OF-WAY MONUMENTS ARE 1W' X 30" REBAR AND WILL BE PLACED PRIOR TO THE
<br />COMPLETION OF THE PROJECT.
<br />RIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF. THE PERIME'TER OF THE HIGHWAY
<br />LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY OR OTHER SURVEYS OF RECORD.
<br />ACCESS TO BE CONSTRUCTED WITHIN THE LOCATION SPECIFIED. THE LOCATION SHOWN IS THE CENTER
<br />POINT OF THE DEFINED WIDTH, AND NOT NECESSARILY THE WIDTH OF THE PHYSICAL DRIVEWAY.
<br />PROPERTY LINES SI10WN ON THIS PLAT ARE DRAWN FROM'MAPS AND DOCUMENTS OF PUBLIC
<br />RECORD AND/.OR EXISTING OCCUPATIONAL LINES. EXCLUDING. RIGHT-OF-WAY. BOUNDARIES, THIS
<br />PLA T MAY NOT BE A TRUE REPRESENT A TION OF EXISTING PROPERTY LINES AND SHOULO NOT
<br />BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELD SURVEY.
<br />
<br />CURYE226-227
<br />L = 528.58'
<br />LC : 498.25'
<br />LCB : N 590-58'-24" E
<br />R ; 446.50'
<br />
<br />CUgYE23S-237
<br />L ": 630.44'
<br />LC': 597.29'
<br />LCB = S 580-30'-06" 1'1
<br />R : 556.76'
<br />
<br />PLE STATION & OFFSET TABLE
<br />
<br />POINT
<br />NUMBER
<br />
<br />P60
<br />1'61
<br />'P62
<br />P63
<br />P64
<br />P65
<br />P66
<br />P67
<br />P68
<br />P69
<br />P70
<br />P71
<br />
<br />. STATION
<br />
<br />OPFSET
<br />
<br />SCALE. FEET
<br />
<br />77.07'
<br />170.00'
<br />170.00'
<br />77.40'
<br />78.51'
<br />105.00'
<br />105.00'
<br />78.48'
<br />70.15'
<br />71.66'
<br />205.00'
<br />215.00'
<br />
<br />114'WL'+90.00
<br />. 114'WL'+90.00
<br />llS'WL'+25.00
<br />llS'WL'+25.00
<br />l;10'WL'.+85.QO
<br />120'WL'+85.00
<br />121'WL'+35.00'
<br />.121'WL'+35.00
<br />1l1'WL'+ 75.00
<br />ll2'WL'+25.00'
<br />l12'WL'+25.00
<br />1l1'WL'+ 75.00
<br />
<br />CURVE 227-238
<br />L = 627.46'
<br />LC ; 604.21'
<br />LCB ; N 53013'-51" E
<br />R = 661.58'
<br />
<br />o
<br />I
<br />
<br />200
<br />
<br />400
<br />I
<br />
<br />'l(.Lfn~!,!!~!!,!g
<br />
<br />A TEMPORARY LIMITED EASEMENT (TLE) IS A RIGHT" FOR CONSTRUCTION PURPOSES,.
<br />AS DEFINED HEREIN, INCLUDING THE RIGHT TO OPERATE NECESSARY EQUIPMENT
<br />THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REOUIRED FOR SUCH
<br />PUBLIC PURPOSE. INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE. OR PLANT
<br />THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM NECESSARY OR
<br />DESIREABLE TO PREVENT EROSION OF THE SOIL, ALL TLES ON THIS PLAT EXPIRE AT
<br />THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS INSTRUMENT IS GIVEN.
<br />
<br />RESERVED FOR REG~TER OF DEEDS
<br />PROJECT NUMBER 5l55-02~20-4~02
<br />AMENDMENT NO: .
<br />
<br />ACCEPTED FOR RECORDING AND FILING IN
<br />THE OFFICE OF THE REGISTER OF DEEDS
<br />IN DANE .COUNTY, WISCONSIN AT
<br />IO;21AM ON _.Ee~~_~(:L~~IL
<br />AS DOCUMENT · _~7HJ.!:l'1L AND
<br />F~~D ~~~Lc;,1:(}~~liul1_'_~~
<br />
<br />r;~AT~:( /; ~~~~~-/~1DEEDs----
<br />~~.~.~
<br />
<br />I, THOMAS J. HANSEN, REGISTERED LANO SURVEYOR, HEREBY CERTIFY THAT IN FULL
<br />COMPLIANCE .WITH THE' PROVISIONS OF .SECTION 84.095 OF THE WISCONSIN STATUTES .
<br />AND UNDER THE DIRECTION OF THE CITY OF FITCHBURG, I HAVE SURVEYED AND MAPPED
<br />TRANSPORTATIOt-f PROJECT PLAT 5155-02~20-4.02 AND THAT SUCH PLAT CORRECTLY
<br />
<br />REPRES~\:::\\\\:I~I~"II:AXTERIOR BOUN:( LTHn ;c~_LA:D.
<br />
<br />~~\SCONS~~' J JANUARY 13 2011
<br />~~"\ /, ~
<br /># ~ THOMAS J. HANSEN OA TE'
<br />'" = AGENT FOR KL ENGINEERING, INC. .
<br />t~ T~~~~~N J. *\ R.L.S. NUMBER 2033
<br />== S-2033 '" THIS PLAT IS APPROVED FOR tHE
<br />~ MADISON, Iff! WISCONSIN DEPARTMENT OF TRANSPORTATION.
<br />~ ( WISCONSIN 0[.): ~
<br />~.-.yI1. ^\' ~
<br />~ . JO ~-.. ~
<br />~~A SUR"-l ~#
<br />W"""!IIIIIII\\\\\\\\\II\~
<br />
<br />CITY OF FITCHBURG
<br />DEPARTMENT OF PUBLIC WORKS
<br />
<br />SCHEDULE OF
<br />& INTERESTS
<br />
<br />LANDS
<br />REQUIRED
<br />
<br />" OWNERS' NAMES ARE SHOWN FOR REFERENCE PURPOSES ONLY, 'AND ARE
<br />SUBJECT TO CHANGE PRIOR TO TRANSFER OF LAND INTERESTS TO THE CITY."
<br />
<br />APPROVED FOR CITY OF FITCHBURG
<br />
<br />DATE: q/~q,-ID j/Jj-V~.
<br />(Signature)
<br />
<br /> AREA ACRES REQUIREO PLE TLE
<br />. PARCEL
<br />NUMBER OWNER INTEREST REQUIRED NEW EXISTING TOTAL ACRES ACRES
<br />3 R. OSBORN ENTERPRISES. LLS & OUANE EIGHMY OSBORN FEE,PLE, AR, TLE 19.88 1.65 21.53 0.32 6.19
<br />4 R. OSBORN ENTERPRISES. LLS & OUANE EIGHMY OSBORN FEE. AR 0.95 u_ 0.95 --- ---
<br />
<br />EXISTING HIGHWAY RIGHT OF WAY HEREIN IS BASED ON THE FOLLOWING POINT OF REFERENCE:
<br />EXISTING HIGHWAY RIGHT OF WAY FOR USH 14 IS ESTABLISHED FROM PREVIOUS PROJECT T 014-2(27).
<br />. EXISTING HIGHWAY RIGHT OF WAY FOR CTH MM IS ESTABLISHED FROM GOVERNMENT LANO LINE.
<br />..... EXISTING ACCESS CONTROL FOR USH 14 IS FROM PREVIOUS PROJECT T 014-2(27).
<br />
<br />'DATE:
<br />
<br />. .. .
<br />FILE NAME : G: \FITCHBRG\FIl00601 \ tpp\51550220402. dgn
<br />APPRAISAL PLAT DATE: JANUARY 13.2011
<br />
<br />PLOT DATE 2;1/2011'
<br />
<br />PLOT SCALE
<br />
<br />PLOT NAME
<br />
<br />PLOT BY
<br />
<br />KL Engineering
<br />
<br />4.02
<br />
|