|
FOR AC. REMAINING SEE SHEET 4.10 -
<br />59 oCCARL N. MOE
<br />31"1"+ 43----
<br />I
<br />3_-__
<br />32"i" +09
<br />P C. 35" I" + -17_25 - -___--
<br />TOWN OF RUTLAND -
<br />LESLIE R. MABIE
<br />_ 31 IT' + 43
<br />! I AP
<br />a - --
<br />1- -- I
<br />I' I 32"1,.,+09
<br />! � r
<br />�o I
<br />11 u n _
<br />H + 37_ 83 --
<br />65' P.C. 33 - ----
<br />- -
<br />n+3 I LT.
<br />77'
<br />I
<br />1 , I N
<br />G
<br />P. I.
<br />= 44"H" + 22.81
<br />I.
<br />= 8710-40 1 -13 11
<br />A
<br />= 920-19'-47"
<br />D.
<br />= 50-30'
<br />R.
<br />= 1041.74'
<br />T.
<br />= 1084.98'
<br />L.
<br />= 1678.72'
<br />E.
<br />= 462.39'
<br />A M.N. REIN, ET AL
<br />AC. REMAINING
<br />SE -SE
<br />41
<br />PI. = 44"1" + 35.31
<br />I. =
<br />PI = 36 t 2.39
<br />870-40'-13"
<br />3 p�
<br />� i E
<br />_
<br />920-19'-47'1
<br />D.
<br />= 60-30'
<br />R.
<br />= 8 81.47'
<br />T.
<br />= 918.06'
<br />L.
<br />= 142046
<br />E
<br />= 391.25'
<br />PI = 36 t 2.39
<br />61 1 84 6 PI. _ J"+ 14 57
<br />17 199° -OU'
<br />L =10-0
<br />3 2� 5` ? = 572 �F'
<br />T I IC -)I' = 9. 6-'
<br />L ).r )' L = I ).0Of
<br />E 7 E . _ '7.97'
<br />P 1. = 2' J" + 93.81
<br />1 1. = 450-2C '- 45'
<br />= 34 ° - 39'- 15
<br />D = 2 I °-00'
<br />!
<br />R. _ 22 72.84'
<br />! T = 85.12'
<br />L = 165.02'
<br />E. - 12.97
<br />I
<br />TOWN OF DUNKIRK
<br />I
<br />_
<br />PL-
<br />P L
<br />PL - - T
<br />Sw- Sw
<br />I
<br />ROBERT
<br />B. DVORAK, ET AL
<br />P.L. _ -1 69
<br />I "K" + 23.0 0
<br />I. = 1480-00'
<br />=
<br />320-00,
<br />R. = 175.00'
<br />3'_I
<br />3 p�
<br />� i E
<br />= 2.10--56' 4l
<br />D
<br />=4-00'
<br />R.
<br />14392 40'
<br />T
<br />= 316.' 5'
<br />L-
<br />= E _3.6E
<br />E.
<br />_ --44.61 1
<br />61 1 84 6 PI. _ J"+ 14 57
<br />17 199° -OU'
<br />L =10-0
<br />3 2� 5` ? = 572 �F'
<br />T I IC -)I' = 9. 6-'
<br />L ).r )' L = I ).0Of
<br />E 7 E . _ '7.97'
<br />P 1. = 2' J" + 93.81
<br />1 1. = 450-2C '- 45'
<br />= 34 ° - 39'- 15
<br />D = 2 I °-00'
<br />!
<br />R. _ 22 72.84'
<br />! T = 85.12'
<br />L = 165.02'
<br />E. - 12.97
<br />I
<br />TOWN OF DUNKIRK
<br />I
<br />_
<br />PL-
<br />P L
<br />PL - - T
<br />Sw- Sw
<br />I
<br />ROBERT
<br />B. DVORAK, ET AL
<br />P.L. _ -1 69
<br />I "K" + 23.0 0
<br />I. = 1480-00'
<br />=
<br />320-00,
<br />R. = 175.00'
<br />NOTE: '
<br />BEARINGS SHOWN ON THIS PLAT ARE THE TRUE BEARINGS OF EACH
<br />TANGENT TO THE NEAREST MINUTE.
<br />SE -SW LEGEND
<br />[11111llLL-
<br />DENOTES NO ACCESS
<br />MATTHEW S. JOHNSON
<br />PL. \ �1 C
<br />----- - - --1-- \ 6 3 13 5.4 A C R E MA I N I N i
<br />P.L.
<br />AlEND RELOCATION ORDER
<br />0.5 AC . �\ ._ J m
<br />4 STA. 64"H"+32. -
<br />„k�0 !,REMAININ \ �I �✓ LAWRENCE C
<br />N STA.28+00 FA.P. 450A
<br />CL HENRY 8i VIOLET H018Y I 'r ARNOLD M. ANDERSON BAILEY
<br />TOR SALES D cD
<br />4.4 AC. REMAINING + �
<br />" 72 00 ll �
<br />o � o: 1 M 0
<br />J o: i z O, ooI
<br />a_' LEIF Y - _
<br />I'D cD 18 A C ._
<br />", I ' / 71 ,Z =+ O
<br />ANDERSON.
<br />REMAINING
<br />OD
<br />< uI,,. , �, "10 a u'� _ o x N
<br />ol
<br />Q N N, _ C +I R COMPANY =
<br />_ i -'c I GENEVIEVE iM BLACK RIVE
<br />Lo �j 39 ROAD TO BE I 364 + 81.68` 0 c0 REMAINING
<br />_ - Y� = I I 2.9 AC. v
<br />ol CLOSED !3' ! 43�H�+ 92..4 - _ T r._ ^1 �' _'I ;� c BAILEY 4LAC G� `
<br />�- I. p, h O)- N p, �� N IREM ININ 4
<br />+ X < d .+ _L.H.E. SLOPE -TEMP.', ` �V '��h 4
<br />1 co (D 1 :��� _ice ° !
<br />JOHN T. VEEK to M 0.1 AC. REM. fN 1� w� 4-� M� F- G w CD n Lo- ul i IAP 60,
<br />x;;
<br />6 AC
<br />w, NOLOC
<br />SIRNY I/ + + C _
<br />56 d -Ey' o ROBERT J. I LA KE 64 _! I I IAP d I A P I -- -
<br />L 87 F E8S I , I AP! �� _ _-- 37°-3
<br />•
<br />IT
<br />z I
<br />co - 5 -
<br />h'�L H va A / 0 = / / . i 4S 1 5� OFF. 4
<br />'E
<br />_.
<br />.15 -V I N -H
<br />( S.T.0 1 /3� /\` _ ! l L - 1-1 -' l %� -% �- S.TH-138
<br />55 H �- 33
<br />• , . -
<br />_ -_
<br />a CONC FOUND.
<br />,H
<br />ELMER IWERT s... r Il� /Vc' 41 CONC. FOU D I - PL. - - -- -
<br />- I C.C. /�� ���/�- • .:.: „ _ -
<br />- _
<br />�_. _-- S ii- %--''- 50 I " N 87"T'ITE 60 m
<br />E� P -� - S - _ -- -- - - _ �_ I _ „
<br />° 4 _ - / - _._ ��-- � i� _.-----1 LP � 54 H t CU _ _ P �
<br />\ S.T.H. 138 5 8 E _ / ff� S 87°-47E - 88 27 W I.P. 2 A +
<br />°_ ,. -
<br />a P
<br />I .r .
<br />0,
<br />�`fTi ►� N =
<br />m
<br />OFFICE
<br />• h ¢ ¢, 0 1
<br />-- -CEY N t VERNON R• H + i
<br />P.L. _ - r` 0 VAAGE to �I BLACK RIVER COMPANY
<br />.
<br />- --- ---- --- - - - - - _ _
<br />f I.P I I S Y PL. - I +' 67 Y 6$ +-p i A 10,3 AC. REMAINING CW
<br />�.
<br />WIS . H _ =
<br />H BLACKSMITH SHOP NSONRT X N N Y M °
<br />TELEPHON H.T. p �] - ' fi
<br />H ERHARp JOH HAROLD �� _OD
<br />P. I_ 44 H -♦ 22.91 `U" I a a 00 I l � - `O
<br />+ COMPANY N WM. G 66 g + -
<br />CO 'CALDER \Q
<br />co FH P. Lam_ - M o: co /( �I
<br />M cD + ~o SC� 0� a ; + Off, Q 0�
<br />a P.L._-- M [� I, CACHO_
<br />n - ! 6cJ J VERNONNON U tGl to
<br />�pR GFtil \ U'
<br />P.1. 44n I +35.31
<br />Ll: CL
<br />1
<br />I BRUCE ENDERS IVY GONSOLUS MATTHEW H. JOHNSON - --- _! ! 1 a \08 -
<br />W
<br />I .
<br />P. _ 368"X+85.61 ao`' 66' ?� 9
<br />J 1 70 I --R
<br />L_ PL. _- P.I. 360_+ 12_.39= NW -NW I, = 1i50-20'-03" �'.I al \
<br />CLAIRE N. NELSON 360"X"+12.39 AH. I J Q• = 40_39'_cJ7" +! I LOUIS HOEL - PL� f--___----- REVISION STATE HIGHWAY COMMISSION OF WISCONSIN
<br />5.1 AC . DAVE
<br />PL.
<br />AlN I N G _---- _
<br />r
<br />5 N 0. J Yro
<br />Z a
<br />3 p�
<br />� i E
<br />_ > ,`REM i
<br />NI a I.
<br />COUNTY ROUTE
<br />CLASS AND AGREEMENT
<br />B. P. R
<br />SHEET- TOTAL
<br />0.1-
<br />AND AND
<br />- - - - 5. I_l - - - - - - - -
<br />P C. 356+95.54
<br />REGION
<br />1, 8-.--
<br />68
<br />fi!:>HVVA1' SECTION
<br />STATE: FEDERAL
<br />DIVISION
<br />f;._DMBER SHEETS
<br />��
<br />P1.44 H+22.81 , N 89°-33'E
<br />TRUMAN
<br />a
<br />4
<br />P 1.44 " I +35.31 12.01' P 1. 360+12.39
<br />KITTL
<br />13.2 250.0
<br />23.1
<br />4.11
<br />Z 3
<br />12.Ot' 72.17' N 89 °- 33'E
<br />wis
<br />3
<br />CONST. PROJECT
<br />1- �'
<br />TANGENT DETAIL SCALE 1"= 20'
<br />NOTE: '
<br />BEARINGS SHOWN ON THIS PLAT ARE THE TRUE BEARINGS OF EACH
<br />TANGENT TO THE NEAREST MINUTE.
<br />SE -SW LEGEND
<br />[11111llLL-
<br />DENOTES NO ACCESS
<br />MATTHEW S. JOHNSON
<br />PL. \ �1 C
<br />----- - - --1-- \ 6 3 13 5.4 A C R E MA I N I N i
<br />P.L.
<br />AlEND RELOCATION ORDER
<br />0.5 AC . �\ ._ J m
<br />4 STA. 64"H"+32. -
<br />„k�0 !,REMAININ \ �I �✓ LAWRENCE C
<br />N STA.28+00 FA.P. 450A
<br />CL HENRY 8i VIOLET H018Y I 'r ARNOLD M. ANDERSON BAILEY
<br />TOR SALES D cD
<br />4.4 AC. REMAINING + �
<br />" 72 00 ll �
<br />o � o: 1 M 0
<br />J o: i z O, ooI
<br />a_' LEIF Y - _
<br />I'D cD 18 A C ._
<br />", I ' / 71 ,Z =+ O
<br />ANDERSON.
<br />REMAINING
<br />OD
<br />< uI,,. , �, "10 a u'� _ o x N
<br />ol
<br />Q N N, _ C +I R COMPANY =
<br />_ i -'c I GENEVIEVE iM BLACK RIVE
<br />Lo �j 39 ROAD TO BE I 364 + 81.68` 0 c0 REMAINING
<br />_ - Y� = I I 2.9 AC. v
<br />ol CLOSED !3' ! 43�H�+ 92..4 - _ T r._ ^1 �' _'I ;� c BAILEY 4LAC G� `
<br />�- I. p, h O)- N p, �� N IREM ININ 4
<br />+ X < d .+ _L.H.E. SLOPE -TEMP.', ` �V '��h 4
<br />1 co (D 1 :��� _ice ° !
<br />JOHN T. VEEK to M 0.1 AC. REM. fN 1� w� 4-� M� F- G w CD n Lo- ul i IAP 60,
<br />x;;
<br />6 AC
<br />w, NOLOC
<br />SIRNY I/ + + C _
<br />56 d -Ey' o ROBERT J. I LA KE 64 _! I I IAP d I A P I -- -
<br />L 87 F E8S I , I AP! �� _ _-- 37°-3
<br />•
<br />IT
<br />z I
<br />co - 5 -
<br />h'�L H va A / 0 = / / . i 4S 1 5� OFF. 4
<br />'E
<br />_.
<br />.15 -V I N -H
<br />( S.T.0 1 /3� /\` _ ! l L - 1-1 -' l %� -% �- S.TH-138
<br />55 H �- 33
<br />• , . -
<br />_ -_
<br />a CONC FOUND.
<br />,H
<br />ELMER IWERT s... r Il� /Vc' 41 CONC. FOU D I - PL. - - -- -
<br />- I C.C. /�� ���/�- • .:.: „ _ -
<br />- _
<br />�_. _-- S ii- %--''- 50 I " N 87"T'ITE 60 m
<br />E� P -� - S - _ -- -- - - _ �_ I _ „
<br />° 4 _ - / - _._ ��-- � i� _.-----1 LP � 54 H t CU _ _ P �
<br />\ S.T.H. 138 5 8 E _ / ff� S 87°-47E - 88 27 W I.P. 2 A +
<br />°_ ,. -
<br />a P
<br />I .r .
<br />0,
<br />�`fTi ►� N =
<br />m
<br />OFFICE
<br />• h ¢ ¢, 0 1
<br />-- -CEY N t VERNON R• H + i
<br />P.L. _ - r` 0 VAAGE to �I BLACK RIVER COMPANY
<br />.
<br />- --- ---- --- - - - - - _ _
<br />f I.P I I S Y PL. - I +' 67 Y 6$ +-p i A 10,3 AC. REMAINING CW
<br />�.
<br />WIS . H _ =
<br />H BLACKSMITH SHOP NSONRT X N N Y M °
<br />TELEPHON H.T. p �] - ' fi
<br />H ERHARp JOH HAROLD �� _OD
<br />P. I_ 44 H -♦ 22.91 `U" I a a 00 I l � - `O
<br />+ COMPANY N WM. G 66 g + -
<br />CO 'CALDER \Q
<br />co FH P. Lam_ - M o: co /( �I
<br />M cD + ~o SC� 0� a ; + Off, Q 0�
<br />a P.L._-- M [� I, CACHO_
<br />n - ! 6cJ J VERNONNON U tGl to
<br />�pR GFtil \ U'
<br />P.1. 44n I +35.31
<br />Ll: CL
<br />1
<br />I BRUCE ENDERS IVY GONSOLUS MATTHEW H. JOHNSON - --- _! ! 1 a \08 -
<br />W
<br />I .
<br />P. _ 368"X+85.61 ao`' 66' ?� 9
<br />J 1 70 I --R
<br />L_ PL. _- P.I. 360_+ 12_.39= NW -NW I, = 1i50-20'-03" �'.I al \
<br />CLAIRE N. NELSON 360"X"+12.39 AH. I J Q• = 40_39'_cJ7" +! I LOUIS HOEL - PL� f--___----- REVISION STATE HIGHWAY COMMISSION OF WISCONSIN
<br />5.1 AC . DAVE
<br />PL.
<br />AlN I N G _---- _
<br />r
<br />L.H.E. SLOPE TEMPORARY
<br />5 N 0. J Yro
<br />Z a
<br />3 p�
<br />� i E
<br />_ > ,`REM i
<br />NI a I.
<br />65
<br />Q
<br />o' 363}�
<br />to olP N 6-r o'
<br />! I
<br />0.1-
<br />I 6 F -L. I Z
<br />- - - - 5. I_l - - - - - - - -
<br />P C. 356+95.54
<br />w
<br />�� J
<br />1, 8-.--
<br />68
<br />° �� ��
<br />�� S s 47 E 0.6 PT $0 H +1"7.04
<br />I =
<br />NE -NE 12 7 o
<br />��
<br />P1.44 H+22.81 , N 89°-33'E
<br />TRUMAN
<br />a
<br />o o
<br />P 1.44 " I +35.31 12.01' P 1. 360+12.39
<br />KITTL
<br />Z 3
<br />12.Ot' 72.17' N 89 °- 33'E
<br />I
<br />3
<br />1- �'
<br />TANGENT DETAIL SCALE 1"= 20'
<br />L.H.E. SLOPE TEMPORARY
<br />PARCEL
<br />ACRES
<br />ACRES REM.
<br />65
<br />0.1
<br />66
<br />0.1-
<br />0.4
<br />67
<br />0.1
<br />1, 8-.--
<br />68
<br />0.1
<br />-- _
<br />0.8
<br />{FLAII KlUtll s
<br />.''..PROJECT T i •
<br />SCALE
<br />t
<br />0 100 200
<br />FEET DATED
<br />- - - - - - - --- - - i,Ll '7 s/
<br />
|