HomeMy WebLinkAboutQ CARMICHAEL RD HUDSON-EAU CLAIRE RD.pdfUonventiondl Signs and Abbreviations
LINES & SYMBOLS
STATE
COUNTY ----- _ NOTATION
FOR
COMBUSTIBLE
TOWNSHIP & RANGE _ FLUIDS
QUARTER
SIXTEENTH
NEW CENTERLINE 10 5 BRIDGE
NEW R/W
EXISTING R/W
PROPERTY LINE STREAM OR
CORPORATE LIMITS RIVER
NO ACCESS (BY ACQUISITION) La a a 1 1 a a a a
ACCESS (ACQUIRED PREVIOUSLY)
LIMITED EASEMENT L vY CHANNEL CHANGE
FENCE
BEAM GUARD --� -
SECTION 5 LAKE (NAME)
CORNER 5a
89
cl
Ifi
RAIL LINE _
CULVERT(BOX, NO ACCESS
PIPE OR CATTLE (BY STATUTORY
LOT & TIE _ _ _ AUTHORITY)
SLOPE INTERCEPTS BUSHES
UNDERGROUND UTILITIES n
��rtA�lE-��--- CEMETERY
IRON PIN/PIPE®� 1
POWER POLE � OI"P. FOUNDATION OR RUINS IFc-n:'—, i �r[
LLO
TELEPHOP iE: t °.)L E_ O OR BUILDING
� OR
TELEPHONE I^EDESTAL TP[j SILO.MANHOLE.WELL. % _-- --
_ UMENTED RrW POINT VENT.SEPTIG TANK.ETC. o � ®— —.
TREES (DECIDUOUS) C3
(CONIFEROUS)
ill
P
lr
1
ABBREVIATIONS �q
L.C, LONG CHORD
A.P. ACCESS POINT L.C.B. LONG CHORD BEARING 7'
AC. ACRES M.H. MANHOLE ('
A.H. AHEAD MON. MONUMENT
ALUM. ALUMINUM O.L. OUTLOT i
ET.AL AND OTHERS P. PAGE U u
BK. BACK P.K. PARKER-KALON
BIT. BITUMINOUS P.L.E. PERMANENT LIMITED EASEMENT r 1
C.M. CABLE MARKER P.C. POINT OF CURVATURE
CENTERLINE P.I, POINT OF INTERSECTION 1 C.T.H. COUNTY TRUNK HIGHWAY P.T. POINT OF TANGENCY
C.S.M. CERTIFIED SURVEY MAP P.L. PROPERTY LINE ` t
CONC. CONCRETE R RADIUS t
COR. CORNER R. R. RAILROAD
CULV. CULVERT Ii REFERENCE LINE
d/bf® DOING BUSINESS AS R.D.E. RESTRICTED DEVELOPMENT EASEMENT
E ELECTRIC RT. RIGHT
FDN. FOUNDATION R/W RIGHT OF WAY t F 1
G . GARAGE Lake ;
SEC. SECTION
G.M. GAS MARKS S SHED r
G.P. GAS PUMPS S.T.H. STATE TRUNK HIGHWAY St !
H. HOUSE STA. STATION
I.P. IRON PIPE T TANGENT LENGTH OF CURVE !Oyptx FFF
L.C. LAND CONTRACT TAV. TAVERN r
LT. LEFT T.L.E. TEMPORARY LIMITED EASEMENT i
L LENGTH OF CURVE X EAST COORDINATE r i
Y NORTH COORDINATE 0
COORDINATES AND BEARINGS ON THIS PLAT ARE
DIS-
TANCES GROUNDARE CONVERTED TO
GRID
LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO-
VIDED ON THE DETAIL SHEETS.
RIGHT ' )F WAY MONUMENTS ARE TYPE 2 AND ARE PLACED PRIOR
TO OR AT THE TIME OF LAND TITLE TRANSFER.
RIGHT OF WAY BOUNDARIES APERIMETER'OFTHE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC
LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD.
RE DEFINED WITH COURSES OF THE
■
I=
LAYOUT
SCALE
0 1 2
CG�31@71
52.00'E O
THE NW s
PROJECT
1020-02-21
3
PLAT OF RIGHT OF WAY REOUIREC
HUDSON - EAU . CLAIRE
CARMICHAEL RD INTERCHANC
1-94 ST. CR(
. z �L'_ END RE, CIC OR -DER SECTION
47.86' N OF a 299.96' E OF
12 THE NW COR SEC. 33, T 29 N, R 19 W
® I 36
I�
q_�
���wmlg
•47 �SOF & 1441.60'
•
o„ G H�i!s
�
* saFVFC YN L. tit*
�Qe
PREPARED
BEGIN RELOCATION ORDER BY
1280.22' S OF & 157.63' W OF OWEN AYRES & ASSOCIATES IP
THE NW COR SEC 32, T 29 N, R 19 4V CONSULTING ENGINEERS
EAU CLAIRE WISC
`Vw
DATE:_
REVISION DATE STATE OF WISCONS
5 / 2 2C 9O DEPARTMENT OF TRANSPC
10/26/90
DATE: 2 1L, -9
DISTRICT TRANSPORTAT:
T 29 N
ral
m
36
w
R 20 W -4-*- R 19 W
L
�-125
ME
TOWN
SECIO
N I
END RE OCATION STA 120+00
SOUTH,,,. OUND CAR MICHAEL RD
30
OF
J
BEGIN RELOCATION SECTION
3
STA,63tOOEB-I-94 RL
I I It i i 11 1f`l rl i( II 50
HUDSON
a
SHT 4.3 (D
SHT 4.2
SECTION I
BEGIN RELOCATION STA 93+00
=� BOUND CARMICHAEL RD
SCHEDULE OF LuNDS &INTERESTS REuf"'UIREO
c
PARCEL SHEET
NUMBER NUMBER
i
Ep
m
NEVISION DATE
5/22/0
10/26/990
m
SHT 4.4
loo L - - - - - - - - -- -
w
ROUTE COUNTY
CARMICHAEL RD ST. CROIX
10/5/90
NOT TO SCALE
AREAS SHOWN IN THE TOTAL ACRES COLUMN MAY BE
APPROXIMATE AND ARE DERIVED FROM TAX ROLLS OR OTHER
AVAILABLE SOURCES AND MAY NOT INCLUDE LANDS OF THE
OWNER WHICH ARE NOT CONTIGUOUS TO THE AREA TO BE ACQUIRED.
OWNER INTEREST TOTAL R/W ACRES REQUIRED TOTAL T.L.E. P.L.E.ACRES ACRES ACRES
REQUIRED ACRES NEW EXISTING TOTAL REM. TEMP. PERM.
PUBERT H� & BI`kNAI)INE A. BESKAU
4. 2
& MAR'r F , HOEL
4,3
-i . & _ [I �_ 7
R,10i4RD IE &..SCHULTZ
4
4.3
rEr,jA[-L ENTERFF,`Ec> INC
z;. 3
E 1) W 4, R D A . & k A J-N Y'AHIN
4.3
HUD'SON COUNTR'i _lUB INC
7
4.3
'NISCONSIN BELL, INC (41 1
8
4 3
NORTHERN STATES PL-)WER CO (4,"? )
9
4.4
HARRY L SHARON L . DANIELSON
4 , 4
DALE C. ERNA V. EINHARDT
11
4 .4
NUL. CORPORATION
)AMPS A, & DOROTHY J. HAYES, VENDOR
DANIEL R. BAUER. VENDEE
FE E
i `,i;
FEE & E4SEMENI
23
FEE
FEE
FEE, & E4
140
RELEA'E OF Rl I
RELEASE. OF RlGi-cls
FEE 1< EASEMENT
3 4,11
FEE
7
d
F E E
D I , f
TLE
m
125
1 13
1
HUDSON
?�MOJECT NUMBER
1020-02-21
150
J—
m
BEGIN RELOCATION SECTION II
cv
TOWN
STA. + O L
c-; Y 42374.59 SE -SE
°- X 1294417.09
�- - 30-29-19
�,3C3 a
�_ C3- __
-��
t
it
,..
• '
iY R
%
9 LC=35.2
. , ,.
#
3 0
OF HUDSON
Ln
.a
ti a
n
0
e
SEC. LINE
4
r u
P.I. 69+83.39g
-NE
31-29+ 19
i k
_ Fie' Ir
WISCONSIN BELL INC.
CSOUTH BOUND CARMICHAEL RD I CURVE DATA
P.I. 95+58.90
Y 422768.66
X 1295710.75
fS = 2447"37"
D = 2°00'
T = 69.86'
L = 139.68'
E = 0.85'
R = 2864.79'
P.C. 94+89.04
P.T. 96+28.72 -
NORTHERN ST�T o
POWER CO.� ' o
-94 URVE DATA
I jw
P. 69+8 �. •F - c�
0 4 2 R8 .0 Iix.--
n �
12 10- ."4 5
06" I n o
T = 560.44'
L = 1120.
�o
a
G F--
E 10
R , ,�' 9 '� P- - -_
.Y 2.95 I
75+43.60
I I
I � I
cn 0
a1� ```f
6 ILn
C,4
� I
UO I
I
P cn
r- 1
z
-
_8.72 N 89054" 2
!
• i • B I,..
CARMICHAEL .D w
0 0i STAGELINE RD
r
SE -NE STA 3+00 SOUTH BOUND
31-29-19 CARMICHAEL RD
Y 422509.97
X 1295700.94
31 32
/A 19
ALUM. MON.
Y 421162.65
X 1295758.96
1
y
�
REVISION DATE ROUTE COUNTY DATE
5/22/90
10/26/90 CARMICHAEL RD ST. CROIX 10/5/90
sw-sw SCALE. FT. GRID FACTOR
29-29-19 0 200
0.999901234
ma
VIA 'PROiECT NUMBER
1020-02-21
EDERAL PROJECT
gm
.a r
cn
,r
® STA 6+83. . I- 4 I NO ,A. N 83457 56 E
ST5;80.9rtCILITH BOUND rr' °sue SIN
CARMICHAEL RP
29
708.37'
a 2 9 / a + 11
a'lu Ma
t 4 4237 ;0
TAGELIN� RD � C11 7E DATA X 1 85 .5I
P. I ` 4 21S5 ,� 1
0° o It
S AGELIN C RV AT
Y 422835.92 <u 4 x _o P. +67 .58
1296168.8 �
fs 64°49'13" �' g� 4 423619.
400 0 `�' o 6- �8, �2 6535. 1 � 4
= 227.35 t
L c� 4 0 5 .1 ',' � ��'ry - a I L
va E = 66 . a r,y _3 9.321
�, R = 3 .10' L ? G RGE O. MAF`ly"
< 4+25. ° • 6x3 R 64.4 HO L
�a s
o . T 3 ',�,
z, f `6$� �� P.C..``9 +08 . 4 -'
op, 15+62. C
49®n q
x STA 4+78 STAGELINE RD x;°��
STA 0+50 ARA DR 32 9- 9
PE zNT rtP ' BA A DRIRIVE DATA
3 e10 I. 7+03.42
Y Y 422425.39
X 1296598.80
i 43�37"56
vu
�' 308. tpk�Q Q,F, v f 43 .35 "
s s, L = 272.70'
° E = 27.63
€. „aQQa C ��a ° e' a'� R 358 .1 a'
a
t a ®�a P.C. 5+60.07
2.71ACRES ° \ -5"�' P.T. 8+32.77,
REMAINING \ G e
� s
�A P . 1` 'A.. _.0 a G�>� ✓h l s � 'i �'..6
1� 1
1 a
� � �` s
1
' +
0 °48 7"'E
V) �t Q N 0 7' " +32.77 `� r .41 ' SW -NW
`- -- a 0.1 32-29-19
AINI
03"03 ° 20"W a m `1 a "6
'Vo
P ° o ROBERTI H. & BERNADIAP A. ° 00 9t5" a
aIt B5SKAU 4?0�p
m• •
z
0
0
CL
00
ep
00
0
al
Ld
z
Lli
LL-
u
NW -SE
30-29-19
roiffffil
17AST BOUND-I-94 � CURVE DATA f
P.I. 69+83.39
Y 423748-06
X 1295100-45
Z = 2*48'06"
D = 0*15'
T = 560.44'
L = 1120.65'
E = 6.85'
R = 22918.31'
P.C. 64+22.95
P.T. 75+43.60
TOWN OF HUDSON
SOUTH BOUND CARMICHAEL RD I. CURVE DATA
P.I. 117+66.11
Y 424967.40 END RELOCATION SECTION I
X 1295901.77
2-0 4 7 '4-1 STA 120+00 SOUTH BOUND
D = 0'30'
T = 279.54 CARMICHAEL RD I?-
L = 558.97' Y 425201.21
E = 3.41' X 1295910.54
p 1145
REVISION DATE
5/22/90 ROUTE COUNTY DATE R/w PROJECT NUMBE
10/26/90 CARMICHAEL RD ST. CROIX 10/5/90 1020-02-21
FEDERAL PROJECT Ni
SCALE, FT. GRID FACTOR
0 200
0.999901234
Z1.10 NE-P.T. 120+45.54
P.C. 114+86.57 SE
P.T. 120+45.54 30-29-19 120-00 13
33.00' �
uj Z
uj z -j u
Ld
0
S 87-52-57"E
if 33.18' TO SEC LINE
1/16 LINE
----------
Llol�
� NORTHERN STATES --\ c} 9
Lli POWER CO. 8
COURSE TABLE
COURSE BEARING DISTANCEIr. LOPE INTERCEPTS
cr;
A S 08040'5111w 53. 90'
30-29-19
B N 87052'57"W 1�
Ln 64.78' -4
c S 87052'57"E 55
D S 02023'02"Vi 73.86' (D STA 112+75.51SOUTH BOUND CARMICHEA
E S 15013'34"E 130�20' 100+00 COULEE RD
Ln STA
F N 76056'02"E 120 . 37
G S 76056'02"Vi 40.45'
kn u S 23058'52"E 1 r S 03033'00"E .42' HUDSON COUNTRY CLUB INC. COULEE RD Ii CURVE DATA
74.29'
IC3
i N 52026'26"E 75.02 ID
K N 66a0510o,,w C3 C3 P-D-�'98+28.50
GOLF 0 IC3 Y 424494.66 0
GREEN f3 X 1295675.37 c 8
-1) r
C-OL25E RD It CURVE DATA
C3 0 C3 38,05956"
12-0
ND COO
C3 C3 P.I. 88+25.17 C3 T 169.07'
IC3 P.I. 98+28.50
y 42391 11
C3 X 1294�- 75P C3 L 'C3 324.99' 0
C3 'cl E �3 29.05' WISCONSIN ELL-(D7
(D 32-0�9 'a4 D= 3 oOOq3 R 7.46'
47 TELEPHON CO. /gip as�5 T 59.56'
(D P.C.-. 96+59.43 v
�1 " 'I ,
C3 9 %58 4 .42 bpoI �6 N
L 1088.65' '(0 1
L6
10
HUDSON COLS-jW-CSE '�3E 80.28 1
R 1909 . 86 IQ 30-29-19 " - ulls.
P - C. 82+65.61
P. T. 93454.26 'C3 C3aoa
GOLF �op'
ui '-4 7
13
117+66 11 8
CED, R CREST SUBDIVISION •
Z,
L
co
5
0 ol SW Sw
% ) �-�fj E� R K REN 12
1.110. P.L. 29-29-19
t MA
P.C. 114+ 6.57 1111
<;3
14.51
114+131 36 T.L.E.
0.00''17 79.06,
c�
`jt,3
L
. 8 G-0 0 N
u +
cr)
10 to
-b [IGIR IN 'a _,o IH
N K E N� L NTERPRISES INC IV
0.A9. ACRES V)
L
10"E
3 RIC [AR D
N 87Q52' J. & JULIE
4 11 1 1
-2
Y 43 4sCN I I I
X I o' 9 22\Z�' 0 0 T82 Gb clo
GOLF GREEN
T T Exl 0 0 1�
AL M. ON. S 7- 29 0
EACn SO BOUND 1-94 ii,,-,C-6RVE
2
N 80016128"wy 029 f a
G0t.F 84.29" 3132 1 t
GREEN 41 1* a 19 -I-
P.I. 91 + 76
x I
ALUM.MON. u y 423869.
j C� 1 51-,
3.13 ACRES 0)
01 -
c; Y 423790.06 X 12rc(7290.39 C P. 1p
5 0 0 811 V 11
110' T.L.E.
co
W" 29 E FRON
-I!:- -'- 1- 0
8 cn I
I P.C. 82+6E L
2051.83
g8 -8 1 t
0,'80+94 .24 E 23-02
1 . 0 0 11
NO ACCESS ..
0.804
000@ ol NE -NE
P -
00 Ln (F �b �49 90 C3 0 C3
31-29-19 If 0 tit,- 0 P.T. i"62+02.91
472.9: Lo
e to C3� <C3 C3
7 c� a tryC3 C?
IV 79 .20' a I
A\
TO
19
- - - - - - N-88'49'53"W tn�
3,
61 T, - - - - - - - - - - - - - -
- - - - - - - - - -
L -07 0
04 85
STA "6+81.91 5+8
STA 5+80.96 50u liH9:0U-N-DCm
CARMICHAEL R fK 322 97�-�`
� E� m
GN
I
Him
m
P
}
N 89°55' 30"E_
i
°\ S
85®46 38"E
t
/
C
\
200.16'
N 85°39'00"E
201.22'��IJd? R� VIC W (7,�I€3
\
ICr vv
N 89°55'30°"E
�v
1 200.13'
1O
j
rf
HARRY L. & SHARON L.
\
LE
C. A M.
r fF
DANIELSON
EINHARQOT
\
uj
\
C 1
i
I
15 ,�� o \ S 01°57'36 W
3 8 1 20 .01 '}a
" '-.--,,�-cvu-_r- K-o--6 ou -, - _ it ii_...,..+- ----
gtn`n
S.ON
r/t
1 e-4
... R/ 9R PROJECT REVISION DATE ROUTE COUNTY DATE c�JECT tvurtnf3ER
5/22 f22! g'' I020-02-21
E0l26f90 CARMICHEAL RD ST. CROIX C�! 5 o9u
FEDERAL PROJECT NUME
SCALE, FT, GRID FACTOR
0 200
_ 0.999901234
11
NGL CORPORATION
N 85°25'00 E
201.31'
� r-
v ,n
�("j
NO ACCESS
• m QW ---
Y 423680.57
bi
X 1301112.27
=-
ALUM. MON.J
2 `
�
ca
2 12 8,"�
3 2
/�,
STA
130+01.85,
S
88'02 `24 "E
58.10`
RT
300.00
oca
oca
S 81°25°20"E
o
;'
201.34
`rco
c"j cc
280' R/Woko
® _ - � 110+00 Al+ 0, 114 0
14 .69 91
5nt
28-2c
S 88°01'06''E
4 39'
-z �' x
r
o d _ _ `a w1 ' 1
---------
-�--�.-.- - -ol
-
__
�— _._ - -
-+ z
N ss 4 I �___ 1 __ - -. __..w. - -
-- :_-_-_ -� _-_- _ _-_____.-____. _
_
ri O. LINE ` 69t.a9 —� �_.._ fr 9
�
N 0 4 E���
N� ` 02025'15"WR/WEXS $4916'E
66 63
NO ACCESS80,
126.90°_
N 88 4916 W
600,24' f NO ACCESS
\ N 88 49'16"WLn 40,
o"r, N8$°02'24"W ' T.L.E. �Q.
\ m 150.83' ,' 0
\ \ SLOPE INTERCEPTS r+ �' Ln �`�O
` 12co
ncx)
�T
}�f C3,
w
ALU N.
�2
29 r
3-4
STA 103 87.67,
93.75' RT
Y 423734.35
X 1298498.65
JAMES A. & DOROTHY J. f
° HAYES , VENDOR �f
N $8 49 16 W N72032 9",N
2 614 43' a _ ._ _ _ _ _ __ ._ _ 20 7; 55'
DANIEL R BAUER , VENDEE
r tl
-N
32 -29 /` 9 1
m
C)
w
z
Q0
NE -NE END RELOCATION SECTI,
32-29-19
STA. 133+00 E B I - 94 F
Y 4237283 43
X 13 O 1412.2 O LLI
z
_J
u
w
V)
no