|
SW -SE
<br />TOWN I
<br />ALUMINUM MON.
<br />X 2,ID4,1168.8
<br />8T 4569816
<br />9
<br />13 P1. P1.
<br />24
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<br />O I
<br />VILLAGE
<br />a:
<br />L
<br />N � O
<br />a a I PETER A RHONDA
<br />y WK:GLESWORTH _ I
<br />N Z 1
<br />y 2
<br />W
<br />_M OF LOT I
<br />�+ C.S.N. 7267 I a
<br />VOL. 37 / P. BI k 92 W J
<br />v)
<br />N�
<br />NW -NE
<br />w
<br />DANE
<br />REVISION DATE ROUTE COUNTY DATE RAW PROJECT NUMBER
<br />3-15-95
<br />3-31-95 S. T.H. 113 DANE COUNTY 12-22-94 5280-01-2
<br />FEDERAL PROJECT NUti
<br />SCALE. FT. GRID FACTOR
<br />0 100 200
<br />0.999915
<br />NOTE:
<br />EXISTING HIGHWAY R/W FOR S.T.H. 113 ESTABLISHED FROM A
<br />CONVEYANCE OF LAND FOR HIGHWAY PURPOSES: VOL. 387, PAGFS
<br />368-370 OR CENTERLINE OF EXISTING PAVEMENT. AS NOTED.
<br />EXISTING HIGHWAY R/W FOR C.T.H. "V" ESTABLISHED FROM
<br />PREVIOUS PROJECT S026 3(3) REFERENCE LINE.
<br />EXISTING HIGHWAY R/W FOR CLEMENS ROAD ESTABLISHED FROM
<br />CENTERLINE OF EXISTING PAVEMENT.
<br />OF VIENNA
<br />SE
<br />sw-sw
<br />0
<br />JAMES L. 6
<br />KAT A. KALSCHEUR
<br />i A/ 174.72' -�� w- 1�h' 4._4S'-p9�F
<br />y W N Q fOx
<br />c . � 9x9 00 � ' yip, I p6Nti 6 `'ti ,gyp ,�►� ��
<br />mss, 81�. 00•,
<br />O SEPTIC LF, t^ 380.53' \1 1 J- N87• -5a' -20`E
<br />_
<br />� N
<br />6-53-46"E Q � •:. P.L. .GTV. P.
<br />AT CAT;
<br />G _i'., o' 66.ao 'Ar - - - -- - r.. l PI 99-
<br />;" - - o
<br />...... ....._ .. ._ ...... _..... _ ..CATV . ....... ...... .. ....CALY. .—=--^• - :k .._.. ...__ ....... ....-. .. .... .... _
<br />.... ....... .. N.cg9'54.':=:32.Si.E-... ., - E^ C.T.H."V"
<br />S.T.H. 113 J° P1. ....1.pS .0.0 ...... ..... .... ..... ...... ...... ...... ... .... .^
<br />...... ... ._.
<br />T.P. -
<br />" .VO- --- --- P. TAO:&T .: �:o .... .T- ... ....
<br />O B' -
<br />A OS•
<br />�,o Q I ~ IQy i SO. SO• Jib S¢ -
<br />w /.( -pS,00• Opo2g,
<br />"�} ,IP b O s "1 y I'f• 6p• SB F B g WAUNAKEE TELEPHONE COMPANY
<br />yh ,`(�o'�re �o c� ��� °" S�� S9v. •PB9 y" X00 �"! BURIED CABLE
<br />e g ► h § z` s a.� r a R o
<br />2 h m 8 b° ,�n; l; U v 'J J - I si .� ?i� Jj Sy a, �• y Af\•
<br />o o s s `^4-
<br />_ II Q 3 ; o PN'v. 2P 9� 9•`9p"\ , ?� q. FOH C.T.H. "V" ESTABLISHED FROM
<br />EXISTING HIGHW nY o:W
<br />i ra ry• o ai:N � o SC ly eB\ ..
<br />PREVIOUS PROJECT 5026 3(37 REFERENCE LINE.
<br />EXISTING HIGHWAY RW FOR EXISTING S.T.H. 113 CURVE W P T.L.E. FOR GRADNG
<br />ESTABLISHED FROM A CONVEYANCE OF LAND FOR HIGHWAY ti m —� m > ry-y't'S� I 074179' I
<br />PURPOSES: VOL. 387• PACES 368-3TO. N' 2 z -q0.� O.D4 AC.
<br />y� "�-J t aP� ��J PLL.W S7.-g2.� I
<br />W.OZ
<br />L. 30.96' Q ,� b bt om O . I.. V I 9p, 1
<br />L.C. 30.94' d'• pi
<br />O 9 Q 82t SEPTIC z I; 4 9 JOSEPH R. RIPP
<br />L.C.B. = N6• -58'-25'W •` 1 ' p : .. 6\.
<br />R. 269.67' j-' z 9p• �I"
<br />WALTER A. & 13
<br />JEAN H. WIGGLESWORTH 24
<br />f L. _ $.91' hh ('.40 / /_ J�sO �190•�J'� 1
<br />L.C. = 15.90'
<br />L.C.S.= N!• -59'-44"W
<br />RR. TIE R• = 269.67'
<br />Y 456,172.22
<br />X 2.106,73L79
<br />^ u
<br />P.O.B. meq, /
<br />NE -NE r` - I ` - BEGIN RELOCATION ORDER
<br />STA. 95+60.00
<br />EXISTING HIGHWAY R,W FOR REMAINING SECTIONS. NOT NOTED. l Y 455.743.47
<br />ESTABLISHED FROM THE CENTERLINE OF EXISTING PAVEMENT. 1 IN X 2,106.736.72 NW -NW
<br />•� 9 2 \ Np--15'-55"N -- J / '�- r
<br />24 19 1 1P.I. = 99+89,00 P.I. = 10+00.00"C"
<br />p 1/- ' �°• (s' Ssw / 3 3 Y 456.172.43 X 2.106,739.56 A. = 180° 42' 28"
<br />A. = 90° 28' 16„
<br />D. = 21° 00' 00"
<br />T.P. T. = 275.09'
<br />R.F. SPIKE L. = 430.82'
<br />z 2.106 144.05 R. = 272,84'
<br />.LE NAME , 015280010LS201403 ORIGINATOR , AYRES-C.J.G. PLOT NAME 52301403 PLOT SCALE , t'=100'
<br />.309,285.12
<br />NE -NW
<br />GN
<br />9
<br />� ti
<br />13 1B
<br />-P 4 ,
<br />a
<br />ae
<br />W Z
<br />a w
<br />P.- AIL
<br />alHi
<br />Y 458,834.90 \
<br />m -
<br />X 2.106,693.3431
<br />IIo
<br />I
<br />4
<br />ul�
<br />EXISTING HIGHWAY R,W FOR
<br />CLEMENS ROAD ESTABLISHED
<br />FROM
<br />I
<br />CENTERLINE OF EXISTING PAVEMENT.
<br />'
<br />I
<br />OF
<br />I
<br />I DANE
<br />r
<br />"
<br />o'
<br />o
<br />TOWN
<br />i
<br />SE -SE
<br />'.
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<br />OBURIED
<br />MARCUS CABLE PARTNERS L.P. I
<br />CABLE I
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<br />1
<br />•' J
<br />� P OO
<br />ROMAN PETER MEER
<br />C.
<br />�V'.
<br />Nu.
<br />SLOPE INTERCEPTS
<br />\
<br />SLg2•
<br />I
<br />�,• 'S-A}
<br />1 -3
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<br />WISCONSIN POWER & LIGHT COMPANY
<br />41
<br />E2 50,C"
<br />\ 45, -'-
<br />J
<br />6.
<br />I
<br />AT.
<br />Ste. O(
<br />3 POWER POLES
<br />N3• -13'-37"E
<br />OG58
<br />REVISION DATE ROUTE COUNTY DATE RAW PROJECT NUMBER
<br />3-15-95
<br />3-31-95 S. T.H. 113 DANE COUNTY 12-22-94 5280-01-2
<br />FEDERAL PROJECT NUti
<br />SCALE. FT. GRID FACTOR
<br />0 100 200
<br />0.999915
<br />NOTE:
<br />EXISTING HIGHWAY R/W FOR S.T.H. 113 ESTABLISHED FROM A
<br />CONVEYANCE OF LAND FOR HIGHWAY PURPOSES: VOL. 387, PAGFS
<br />368-370 OR CENTERLINE OF EXISTING PAVEMENT. AS NOTED.
<br />EXISTING HIGHWAY R/W FOR C.T.H. "V" ESTABLISHED FROM
<br />PREVIOUS PROJECT S026 3(3) REFERENCE LINE.
<br />EXISTING HIGHWAY R/W FOR CLEMENS ROAD ESTABLISHED FROM
<br />CENTERLINE OF EXISTING PAVEMENT.
<br />OF VIENNA
<br />SE
<br />sw-sw
<br />0
<br />JAMES L. 6
<br />KAT A. KALSCHEUR
<br />i A/ 174.72' -�� w- 1�h' 4._4S'-p9�F
<br />y W N Q fOx
<br />c . � 9x9 00 � ' yip, I p6Nti 6 `'ti ,gyp ,�►� ��
<br />mss, 81�. 00•,
<br />O SEPTIC LF, t^ 380.53' \1 1 J- N87• -5a' -20`E
<br />_
<br />� N
<br />6-53-46"E Q � •:. P.L. .GTV. P.
<br />AT CAT;
<br />G _i'., o' 66.ao 'Ar - - - -- - r.. l PI 99-
<br />;" - - o
<br />...... ....._ .. ._ ...... _..... _ ..CATV . ....... ...... .. ....CALY. .—=--^• - :k .._.. ...__ ....... ....-. .. .... .... _
<br />.... ....... .. N.cg9'54.':=:32.Si.E-... ., - E^ C.T.H."V"
<br />S.T.H. 113 J° P1. ....1.pS .0.0 ...... ..... .... ..... ...... ...... ...... ... .... .^
<br />...... ... ._.
<br />T.P. -
<br />" .VO- --- --- P. TAO:&T .: �:o .... .T- ... ....
<br />O B' -
<br />A OS•
<br />�,o Q I ~ IQy i SO. SO• Jib S¢ -
<br />w /.( -pS,00• Opo2g,
<br />"�} ,IP b O s "1 y I'f• 6p• SB F B g WAUNAKEE TELEPHONE COMPANY
<br />yh ,`(�o'�re �o c� ��� °" S�� S9v. •PB9 y" X00 �"! BURIED CABLE
<br />e g ► h § z` s a.� r a R o
<br />2 h m 8 b° ,�n; l; U v 'J J - I si .� ?i� Jj Sy a, �• y Af\•
<br />o o s s `^4-
<br />_ II Q 3 ; o PN'v. 2P 9� 9•`9p"\ , ?� q. FOH C.T.H. "V" ESTABLISHED FROM
<br />EXISTING HIGHW nY o:W
<br />i ra ry• o ai:N � o SC ly eB\ ..
<br />PREVIOUS PROJECT 5026 3(37 REFERENCE LINE.
<br />EXISTING HIGHWAY RW FOR EXISTING S.T.H. 113 CURVE W P T.L.E. FOR GRADNG
<br />ESTABLISHED FROM A CONVEYANCE OF LAND FOR HIGHWAY ti m —� m > ry-y't'S� I 074179' I
<br />PURPOSES: VOL. 387• PACES 368-3TO. N' 2 z -q0.� O.D4 AC.
<br />y� "�-J t aP� ��J PLL.W S7.-g2.� I
<br />W.OZ
<br />L. 30.96' Q ,� b bt om O . I.. V I 9p, 1
<br />L.C. 30.94' d'• pi
<br />O 9 Q 82t SEPTIC z I; 4 9 JOSEPH R. RIPP
<br />L.C.B. = N6• -58'-25'W •` 1 ' p : .. 6\.
<br />R. 269.67' j-' z 9p• �I"
<br />WALTER A. & 13
<br />JEAN H. WIGGLESWORTH 24
<br />f L. _ $.91' hh ('.40 / /_ J�sO �190•�J'� 1
<br />L.C. = 15.90'
<br />L.C.S.= N!• -59'-44"W
<br />RR. TIE R• = 269.67'
<br />Y 456,172.22
<br />X 2.106,73L79
<br />^ u
<br />P.O.B. meq, /
<br />NE -NE r` - I ` - BEGIN RELOCATION ORDER
<br />STA. 95+60.00
<br />EXISTING HIGHWAY R,W FOR REMAINING SECTIONS. NOT NOTED. l Y 455.743.47
<br />ESTABLISHED FROM THE CENTERLINE OF EXISTING PAVEMENT. 1 IN X 2,106.736.72 NW -NW
<br />•� 9 2 \ Np--15'-55"N -- J / '�- r
<br />24 19 1 1P.I. = 99+89,00 P.I. = 10+00.00"C"
<br />p 1/- ' �°• (s' Ssw / 3 3 Y 456.172.43 X 2.106,739.56 A. = 180° 42' 28"
<br />A. = 90° 28' 16„
<br />D. = 21° 00' 00"
<br />T.P. T. = 275.09'
<br />R.F. SPIKE L. = 430.82'
<br />z 2.106 144.05 R. = 272,84'
<br />.LE NAME , 015280010LS201403 ORIGINATOR , AYRES-C.J.G. PLOT NAME 52301403 PLOT SCALE , t'=100'
<br />.309,285.12
<br />NE -NW
<br />
|