HomeMy WebLinkAboutE 1999.pdfr � .� I . R fLE.1 Rd rrE near s
44Y_G :.
_Ru,BE a�.t_P_RT'( 3CU4aAR(E3.
w77.,
ACCEi P'.:Nr AJ. CC46t:SJfiAE tL¢.C: �•VL I ,
E_
U.CAG f..„ S�cd 3u ..UN:'r
'JACXC•X 'x5 ?4• 4 C`{E�CRCLNO G2'ti;'.Ell
CENTRAL
C'.A Cw
C:aP4r c:� END�RELOCATION ORDER
C:rt>G3 C: SE3•nCE c:Tx1 �,5, �'+v y
J 1 'y A Y 5 3 m .7 5. G 1
C`.
Cr.9:Hrr :at;nt r:G»'xr Gi:+. YYmi P?LE v _567715.41
�' AF=PC:t. oa: .T3 r E'i `YCi-T .;"G e'.,^,? C
TARACE asLap.AC". fE5: CF i- vCl."?rii� f�'%a) M._..,...
Xcccea �
.ccrtrcexzco ,c. xagx
YICN Pw V. cTvnrr L:Xf _ ---
C[FT
OP
UU= .•rRrcnxrE L:uTs
twrED wrxr%At L ExSEUENT .n' PRcrCZ Tx G>C .. \ n-_3-A F -+,
xc� Pccr CRuC:udTED Xxz EASYIGYr
rcmr mr cP r vx-.,yP.E P.:. _
,...
p(+NY CF NrERSECr CN P«. EzdS'9G R:CNT CF XAY-------» _--.-
P., T CP rANGETCY P,T,. nEX P, NT CP WAY
PONT cP czUY NO C.RV`a P,C,c. - I J �J i „'!^i
Pcwr CP REY£RSE C•.:RVE P.R.;., ?'_':ERE.NCE LhE - .' ^. %� "'^
PCNT CH e.�vE . Pc :. I c— eh nd
PRCSCT Pca:. SLCPE TNTERCE?T - _ _ _ ®_ a `�. ?'" "4.---"
PRcR RTY Lb__ Pt. STATE 4'NE -gym 1 XP7 i
wr a" CEED O..a. '�` !
RAGMs R TCXrrr.P AAa RANGE L]E5
R_�. ���
1 RCAD O RR SECT:GN L?E r j`.ro
R *AT Rr -- —• I
REx'-P.Ea PEe�.
pGnr
RGNr cP PAT R/X kxzmrN LxE'
seCCTTICN szc. Wl CLYTERo<
5 rTnUsr k Nc AC.Es5 1 , : : 9 , : _, —i
-__..__-_
STAVO EST sX NO XCEss By P2GR `4 Lm:g
STAxrexe ST'A. PRaxcr
TANCEt sr. \Pc.^.L+ GG
STRCENF TAN, `�''S 6Y STATUTE t®aeaeree®e �.../
TAVERN TAW. TRA1•W$kON r®4L2 I� -`_ f�r`
v.rED SVAFcs COAST A Aro ca4 _ u G=dv
n
GEWirrG SdRYET U4C. t G,S. fap*uA4 MGRAX
U TED STATES CZGLCGCAL SEPARATION
SSRYEY vS «•� R:p,T Or WAY PCnIT
SPATES WTRraer GP WAY PawlT H
ED tMCxkAY l:Sx TD OE WCNURNTED
PE44 T �9 c
\-SEGIN'
RELOCATION ORDER
N 38EI6T.80
E 567727.6I
ARPROX. 11,99 FEET WEST AND 61.5,58 FEET
NCRTH CF THE SCUTHEAST CUARTER (SE"/<t
NOTE: COORDINATES AND NEARINOS ON THIS PLAT CORNER OF SECTION 10, T-30-N, R-16-N.
ARE ORIENTED TO THE WISCONSIN COUNTY
COORDINATE SYSTEM $$$$ ZONE (ST. CROIX CO-
} -RIGHT OF WAY MONUMENTS ARE $/S' REBAR
A40 ARE PLACED PRIOR TO OR AT THE TIME
OF LAND TITLE TRANSFER,
RIGHT OF WAY BOUNDARIES
ARE
DEFINED WITH
COURSES OF THE PERIMETER
OF
THE HIGHWAY
LANDS REFERENCED TO THE
U.S.
PUBLIC LAND
IvNwTUr
SURVEY OR OTHER SURVEYS
OF
PUBLIC RECORD.
SCALE 0 lxn.
REnsICN Ox TE
G
jTATE CF '61SCCNSiN
CPARTiVENT OF TRANSPCRIAT101
r0TAL NET LE°+CTN Cr CENTERL;NE LE$ U1,
r:T.x
APPROVED FcaDrsT/a/fe;
Pc[ Nc : t; 9nxCfp$Yq TACO APr4jeCis XcS. iBA00321vii40A<OQ.cCfl
10, 0.1" 13•.R.'L-2000 is:IS MY 0A1[ : L•::�Op COrT$s S5lAL P.cr .1w : 3.0A.cC6.t &'°C:naeo-- eS :QPF4S t 'ca r;•pe XCA4C t )n(1 (; (1C(Ifp"..0C000li WISGOr ICA^GS S-F-r'' So
AREAS SHOWN IN THE TOTAL
ACRES COLUMN MAY BE
APPROXIMATE AND ARE DERIVED
INTERESTS REQUIRED
FROM TAX ROLLS OR OTHER
SCHEDULE OF LANDS AVAILABLE SOURCES AND MAY
NOT INCLUDE LANDS OF THE
OWNER WHICH ARE NOT CONTIGUOUS
TO THE AREA TO BE ACOUIRED.
SCHEDULE OF LANDS &
INTERESTS
REQUIRED
PARCEL A C
ARCEL SHEET
OWNER
INTEREST
RW SO.
FT. REQUIRED
SQ. FT.
NUMBER NUMBER
REQUIRED
EXIST.
TOTAL
4�4
CRAIG A. JOHNSON
FEE & ACCDES
Ss
RIWS
0
12.500
2
DEAN E. & CYNTHIA SCHOLZ
--FEE & ACCESS
RIwT
12,5
—1-2 _,500_
4,4
EMMA jOYCE
FEE & ACCESS
RICHT
12
28.112
4 2„4.3
f
PAUL & COLLEEN CASEY
FEE
52,431
52.431
4.2
JOHN H. & KATHERINE MURRAY
FEE
7,423
7,423
7 4.2
STEVEN M. ULRICH - ET AL
FEE
1.502
1,502
a 4.2,4.3,4.4
EARLY FARM LTD
FEE
49!211
49,011
9 4.3,4.4,4,5,4.6
CITY OF NEW RICHMOND
FEE
84.125
84.125
10 4.2.4,3.4.4,4.5,4,6,4.7
FRONTIER COMMUNICATIONS (41}
RELEASE OF RIGHTS
11 4.4
THOMAS C. REINKE
T.E.
9,092
12 4.4
NEW RICHMOND MOTEL INVESTORS
FEE
5„992
13 4.4
OLYMPIC HOUSING, LLC
FEE & ACCESS
pi(Vas
5.640
5,640
14 4.4
CONVENIENCE STORE INVESTMENTS,
FEE & T.I.
3.559
3.559
3„668
A WISCONSIN LIMITED PARTNERSHIP
15
16 4.4,4.5
D & J FAMILY LIMITED PARTNERSHIP
FEE & I 1.
1.250
1.250
7,560
17 4.5.4.6
WISCONSIN INDIANHEAD VOCATIONAL
FEE & T.I.
41,380
41.380
4,858
TECHNICAL AND ADULT EDUCATION DISTRICT
is 4.4
CLEO ENTERPRISES LLP
FEE & T.I.
11,937
11.937
2,780
19 4„4
ST. CROIX BANCO, INC.
FEE & T.I.
3.707
3.707
25
20 4.3.4.4,4.5,4.6,4„7
NORTHERN STATES POWER COMPANY(GAS6(42)
RELEASE OF RIGHTS
21 4.4�4.5
SIT. CROIX PRESS. INC.
FEE
613
613
22 4.5
CHARLES E.WARD, JR.
T.I.2.700
23 4
BURKHARDT COOPERATIVE ASSOCIATION----
FEE & THIN
950
950
2,000
24 4.5
_WEST.CONSIN CREDIT UNION
FEE & T.I.
___313
313
1,250
25
26 4.5
KENT & MARLENE REBEK
T,I.
1.125
27 4„5.4.6
ROBERT J & SUSAN A. WELLS
FEE & T.I.
51165
5.165
4 180
28
29 4.6
THOMAS RAY SHEETZ
FEE & TAI.
4,260
4.260
31618
30 4.4
ST. CROIX ELECTRIC COOP (43)
RELEASE OF RIGHTS
31 4.6.4„7
NEW RICHMOND SCHOOLS
FEE
36,387
36.387
32 4.5,4.6,4.7
DOBOY PACKAGING-, MACHINERY, INC.
--FEE & I . 1
10.1 70fl
10.701
8.756.
33 4.7
JAMES A. CEYOUNG
T.I.
405
34 4.7
EARLY FAMILY TRUST
FEE & T.I„
1,300
1.300
1„460
35
_364.7
IRENE H„ SUTLIFF
T.I.
681
— 3-7 4.7
JOHN & BEVERLY BEEBE
FEE
61671
6,671
38 1 4.7
PETE VRIEZE--------
FEE
3.146
3,146
3L�4.7
TRENT S. & CHRISTINE L. BUHR
iRELEASE
F.I.
897
�,4 .4.5 4.6
CITY OF NEW RICHMOND
OF:�R�IGHTS
REVISION DATE
DATE 2-25-00
HWY. STH 65
CONSTRUCTION PROJECT NUMBER
SHEET N
7 a Da
COUNTY; ST. CRQIX
STATE Rf1"d PROJECT NUMBER 1540-03-21
PS&E SHEET N0a 4,1
E
KAWE T I: Imicrost at ion ProjectsicaS-15400321 % 1540A401 DGN
n'.T DATE, 26-OCT-2000 13:24 RZY DATE '. 2-21,00 DOTTSS SVALL MOT wW : EH0AAPoj Qrfo.11 ! 06 DOTTSS 1.4-00 -LOT sC.LE , 200,000000:1.000000 WRSDOT/CADDS SHEET 60
CAUTION
THIS PLAT N FOR ILLUSTRATIVE PURPOSES
MY. DEEDS MUST BE CHECKE: TO
DETERMINE PROPERTY BOUHDiRPEs.
NOTE COORDINATED AND BEARINGS ON THIS PLAT z
TO THE WISIONSIN COUNTY aTI'l
C4ORDINATc SYSTEM 9555 ZONE (3T,CRQiX Clj. 17:1
SO
;UGH-1 OF WAY MONUM,4'9 ARE 5"3, FEBAR CC Z r,
AND ARE PLACE) PRIOR 70 OR AT THE TPA-- 0
OF LANE TITLE TRANSFER, Z r.,j Z,
SO
RIGHT OF 'NAY DOUNDAPIES ARE DaFiIj-D WITH R7
COURSES OF THE PERIMETER OF TU7 HIGHWAY 0
LANDS Rz FERENPUB LAND
CED TO THE 1�5� A R',
SURVEY OR OTHER SURVEYS OF PUBLIC RPCORO.
vn'AO o
Ez
0 0 0
04
F------------------------------ -- -----------
370 375 - ----- --- - _7
... ..... . .. .....
..... ..... ....
-0 .... ..... .... .... ....
.. ..... ... . ..... r z
NRK
CHAIN LOOPTAKI
SLCPE WERCEPT
SLOPE NTEPCEPT
io ZE
mzo�
u.
OM z
BEGIN RELOCATION ORDER
o STA 370+00
N• 3E6167.80 cl) au mm
m> E 567727,61 0 D) cn
Z m m
M� Z M
APPRM 11.99 FEET TEST ACC 615,53 FEET 0
NORTH OF TPE SOUTPz AST CUARTER (SEI/,) ro m
CCRI:--R CR SECTICU4 10, T-30-N. R-IS-'#, On
q
M, z mo
0 m
C'm ry
PMSION PATE
NC, DATE 2-25-00 SCALE.FECT
0 so �00 HYIY:. ST
COUNTY:
acd ..........
E L��ll ...... tiCn'PrOjdCtZZC6-154003211154OA402.CCN .... 11:39 -cl 0-?E : 212d-co
CALLTI ON
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY, DEEDS MUST 3E CHECKED TO
DETERMINE *PROPERTY BOWIDAR8E5.
,NOTE: COGRO NATE> AND BEARINGS ON THIS PLAT
ARE OR[ENTED TO THE "CSCONSM COUNTY
COORDINATE SYSTEM 9SSS ZONE
HST, CROIX C0., 1.
z
m
RIGHT OF 'NAY MONUME`7T$
ARE
5,13' RESAR
G7
AND ARE PLACED PRM TO
OR
AT THE. TIV-
0
GO
OF LAND TTLE TRANSFER.
Z
m
~�
mGHT OF °NAY BOUNDARIES
ARE
DEFINED MTH
'
COURSES OF THE PE.RNEIR
OF
THE HIGHWAY
LANDS REFEAENCED TO THB
H.S.
PU3LU LAND
r
d
!11
SURVEY OR OTHER SUR'dEYS
OF
PLELIC RECORD,
p
4
SLOPS .4T gRCE.''i
� l44li/4P!l4PlPP!!!! !4PlPiiP!liPi!!@iPPPliPltP4
n
I
w
Np±
rnaG+�
RS Fa
. .0m
-a r
to w o
m o
w vt o
u u n
�a s� >
m
n 0
co ea O
Rj:t=N DATE
s•I-Da
T-ra•Da
ME NAB ; 4:;�derosta*tanr?raSectsac6_SSa00S21s1Sa0Aa07.0Cri
STH 65
�-� CHAIN CAOPTAKI
( SLGPE WTFRCEPT
Z
W -+
O
Z M A
Q� '
9 i cn
co �a
p
r
A
�Puoc
ca
«a
r
o -
u -r
n
a
a „x
e..
^F��2
O
!
A
•
i!4!il4P4itlP44Pilittii!!! 4
FRONTIER CC994tVuN
1V
4 U
:tLRTb "7.
POKER CC!d°
C.S.M. tmwn
VOL.°2Cc
AGE 456
P.L _
r
z'+ewa
wo r
a cx c7 �
a c+ > w
as
Q
0
ri
C,J
d 00
`
z rCz
a
v en
LOT 1
C.JC,ISat.
® '
VOL. 9
•
PAGE 2430
_Vw
{u
•
CNAN LGG"r7dK2
000t/0itittt\140itttC,,Ra57 —{
i ii i 4 t i.t
-
-_-- F:at2
- ..
FRCIMCR CCVVUNN:CATCNS
cn
1
GF
O
..a
CR SLCF- NTERi
Z
m
.o
p
Z
�
A
STH-65-
S CHAIN LOOPEASE4
Q
DATE 2-25-00 SCALE.FEET H'„°tY. STH 65 CONSTRUCTION PROJECT NUMBER JPS&E SHEET N0:4.
° SO °R 154Q-43-21 r E
COUNTY: ST. CRQlX STATE R/Pl PROJECT NUMBER PS&u SHEET N0: 4.3
®�••�—_ Nr.o*' OerC: 1E--'UL.-2000 11:39 RE' On TE : 2•PPCO C0185S 110. ...c : �510.103, ca—ss 1,3-99 ator SC:u,C IQ6 OOOOLO:1.:000000 YaSQOF/CAQoS SHEET TS
S-nL ',Or ...E : AS+qa+CStl�
-----------------------
C w LOT 1 Z CD LOT 2
GD �
.. m r
10
' _ f •� O � t. 24 REMAINING
e'.-..:`I"E �1.:, n !A A. L`!f IG �r �0 000 A4 N II170- � i .. ! ; Ra=�y001 Q
�a A. ' n, r r,., 5.00SO rr
rr�0 ,`aRR3%R
Tr IiCL J—. x iJ - 4 —i L0CF t 42 i t Q-�
t /
.:6�.'-i7 i��_d._tT4-kS Zla._. 3 3 �.--
t M�� \`�...,.(\, �. \ �`•.\ V v \ A•.
,? `., ¢aa f4 .. -..ter ,:k ' . '�, //, � F �I � � (/ •I j''j�`y__.� �I' I�f C !kfl .I '(1� ��,."�'`^ "'' r,^ l'lf:; ..._ .,,."/�.^'%A � C'/. �j - �----
- t
:[' .�:.`r �, ` ' .... ////.. ......... ' .., ..... . \.. ... ~`` �4-'/."•.'` ' .a� C Y-5 %.:''J i.F''�
..�`�,`...
_ Tij�
-4 --"s _ _.. .. rOxcF C �PPa,°1Y tGxSk
Z ?—� t-3„- _ �..._.
STH 65 'riC°L. Hd
4u
- —
4"£r. n9 LGGa 11:{? ., .......
'a
.r!} - /4Q.1-!_4Of4.f:111!"!.l l4l1-!'!!l lf-4t-fOr
1 CHAN LCCrEASES�
!00!!4!!!®Ai®!!!!4!i! 0PEASE4--\-.7 •�.. - p I i CCP7 R`
LO
<^ LOT ....2 Q 1 elixir CHAIN {{ •7
9 CHA LCCPEASE4 - c• : k 11� .:. .'Q aJ. .... ^^ a 4 ..... t3a p .,Rxly r Clrf C. `;i'N RCFV4 " "SLCFT
1� d
_
Q/� e
. 1 ; i �. t= O �!'" L :-_Ytc - 1 ._ /'�
ryr I -r ar'.t o o{ Ti 4.ji1 ,i T+tl< �-, tJ e _ Yx 4pr"
ry. cx
L
�. NC rh r`I $FA7E5 � I_
C� P R CCU..NY (GA59 ST.ERCIX ELEC7F.0 Co,'GP , "ten
�j Si,C ClE!..c,rhC COTIERNCY
CP "• %�.�' ca
mr-. `� ! ' J.C} -i >i-: f: SECOND LOT 47 nz:rn•*s
..._
a o` G uoo i ,1 ADDITION G z a r
-r � � FnCNi cr CGUt1C CAr10 s ._ �.••�� TI n� o L r ��
p' m o-°.rec'fi r i iS {�* r 'n C.S.iYi 2 rnra''.ar'p
�.. VOL. 1 Q. .�i 1 = A
a b _ �... p q SPA�..
w ii fd
r .,,_, uv `t Q 'y CAUTION
2 `ry A z r �*, ..... _... ... 1' I IS PLAT IS FOR ILLUSTRATIVE P RPOSES vsw o
Cr ✓ ' 'r n! LOT 49 i LOT 48 ONLY. DEEDS MUST BE CHECKED TO
\
..I. 5 �,x„.-' 4 1` t + ri3C f DETERMINE PROPERTY DOUNDARIEa.N LOT 46
n....,.e a_.W.�.... DO t
Cf G PtE NOTE. COORDINATES AND BEARINGS ON THIS PLAT..
+
R= ORIENTED TO THE WISCONSIN COUNTY
rEttlaAG
_..__ _
_._..... COORDINATE .
-SYSTEM"95 Sa-ZQNE_{STD CROtX CO.k_ . _
RIGHT OF WAY MONUMENTS APE,5/3' RE3AR
- - AND ARE PLACED PRIOR TO OR AT THE TIME
OF LAND TITLE TRANSFER.
C.S.M :' a
T VdL `jS RIGHT OF WAY BOUNDARIES ARE DEFINED WITH
PAGE 3686 II COURSES OF THE PERIMETER OF THE HIGHWAY
LANDS REFERENCED TO THE U.S, PUBLIC LAND
- SURVEY OR OTHER SURVEYS OF PUBLIC RECORD,
T� R
EVISIONE
k DATE. 2-25-0o SCALE.FCCT HWY. STH 65 CONSTRUCTION PROJECT NL ""SEP _ PS&E SHEET NQ: 4.
0 50 IUD
COUNTY: ST. CRdIX STATE Rll"! PROJECT NUMBER 1540 03-2? PS'&E SHEET NO. 4.4E@E
w PkE uauE L;;.ny.Cr63Ptl?yCM1sPftl,rCCY5=C5_1540032 L:15fi DA3Dfi,DGPY 7 aEv @.eiE 2-3:=CR Cai"5S °t '
ruo< tl.xe: 13-JUL-FOOD A1:J4 Gr ka..� ; rsm•+a.,r e rrc ^tea- scx<c ICO.00(?O00; I.CCOOOO
Su t_� rlc' x.uE .San.acac.v W1540T/CACOS SHOE, 75
"K
-N Plc-MoNrj EUSINESS "N") ' F'C1-
SL"' N-IFC7-7
0 --OUTLOT 3
I
9-AR04GS Vf S PILA7
'HIS �'
-F - o R I E?4 TO THE dISIN COUNT
CCOROMA 7= 3 (37, -'A 3 555 ZWiE t S7CROIR Ca.!
cr
ITT
R[GH-, P; yA f MONUMENT$ ARE a'?" IEBAR
w
ANO AR'� PACED PRIOR To OF A7, 7AE TIME
OF LAND TITLE TI14NSFER,
:A
z
FIT
n
R[GROMA a 0 U!M A R I E S ARE DEFIII-C WITH
7 F '
0
>
PE4OAF7E; OF 7,HE HIGHNAl
LANDS REI-7ppICE. TO THE M� PUBLIC L,'Ma
On
07HER SURSEYS 0; FULIC PECOPD.
ca
r
CHA!u'l LN, I A�Q f*f
&&&ease** "90409 so**** 00 0 1
,—CITY Cr r'q P�C'vv;o
. ...... .... ..... . . ..... . ..... ....
STH 65 SECTIV Ll - - - - - cC
PP
m
CAUTION
7�13 RL�7 IS F�R ILLQ$T;�-NVE
ONLY DZE]i WJS7 3E CHECKED Tl
3,UNOA�IES'
C'
>
5
f
2
- I
STAT-5
2�
S T H 65 CHAIN LOOPEASE7
C"mmus 'Lt�v�-
. C - '-A ':I! .1 LCc�'iAsE
T121.1:
U�4
TICS CHAIN LOOPEASEn
27
NRV; CITY Cr NZI R:c' 4KO
SLUE NTERC-PT. Ti 7 22 SLC:t NT- CE:
T124 1
CITY CF N-4 P:CFvC0 L CITY Cc!��14 P:CFyCQ
0
40
TIERNEY
SECOND 0 TO LOT 2 &
0 m
CC m= uE ADDITION
;A
L-0 4 C.S»M.
0 :g
C.S.M. T' = - VOL. 5
DC
Z . ... .. .. .....
: � " - m PAGE 1218
VOL. 5
m 03 .PAGE 33
LOT 43
LOT 46 LOT 44
----- -----
LOT 45 z
HERITAGE DRIVE
--------------
CD
PS&E SHEET NCB: 4.
SCALE, FEET HWY' STH 65 CONSTRUCTION PROJECT NUMBER
PEVISICH DATE DATE 2-25-00 So (H 1540-03-21 PS&E SHEET "10: 4.5
0
COtUINTY: ST . CROIX STATE RIW PROJECT NUMBER
. ..... . SHE',
/CACOS SHEET 75
F" Newt
S.ALL
91
R
M
2 aK
CHAIN LCCPEASE6
rHAIN LGGPtAKD
_116ivo 0 �wo 114 0
C, S. M,
VOL. 8
PAGE 2124
7� C-
20
-- ------ --
01-io
12)
* 0-0 o o o' o U7
U2
!M-
M
0 1
S E, T: 21—U-N
ago
..... .... ... CHAIN LOCFEASL-8 ... ....
7 6119
L
15 � �E 11 ; ,
W32 f I I I � ."N
NP? CHAIN LOOPTAK&
2 It 'Z� FRONTED CCVVUN',CAT�CNIS
SCRTPURN STATEa.
I-, : - . v
P TITS PORTER CCUPA4Y 1 41 CITY cr N-11 R:CIMT C
SLPPE NT-IRCEPT
'T XA7NS—
ER COU4UN NRR27 :,i 0
(2 0
C41
lJ
DO
2, Do
l! TIC SLOPE INTERCEPT iff 0 2
jw
ca
17 _A !! �% " w
Cay CIR) 0
"T * '
j" 'L 0 T I I - ---- -
�q
I
ATE�!!,i m 0
m
N STATES 0 40
(n NOTE: COORDINATES AND BEARINGS ON THIS PLAT
_7 ----------- - - -----
-------- STH 65
ARE ORIENTED TO THE WISCONSIN COUNTYGo
c
NRNO
ls.v.
DOMINATE SYSTEM 9SSS ZONE (ST, CMX CO,?,
VOL 5
PAGE 1218
RIGHT OF WAY MONUMENTS ARE 5l'3' RE9A.R
AND ARE PLACED PRIOR TO OR AT THE TIME
Z
OF LAND TITLE TRANSFER.
CAUTION
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH
.7-
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
COURSES OF THE PERIMETER OF THE HIGHWAY
>0
%
ONLY. DEEDS MUST BE CHECKED TO
LANDS REFERENCES TO THE U.S. PUBLIC LAND
DETERMINE PROPERTY BOUNDARIES.
SURVEY OR OTHER SURVEYS OF PUBLIC RECORD,
DATE 2-25-0C
SCALE. FMT
HWY: STH 15
Y'
CONSTRUCTION PROJECT NUMBER
_FPS&E
SHEET NO: 4.
so mo
-
j�4�0:
CGUN CRCI:'!
Ty. ST
STATE R/W PROJECT NUMBEIR 1540 -03-21
PS&E SHEET 4�6
E
FkE
"'c
19,XL-2000 11:39 C+7c : 2-zl-oa Colts$
co'?ss 1,3,1
S-'4L l"01 .-E
:
lSDoT/CAOOS SHEET 75
SLC"E
FRONTFR CCVYUN�CATICNS
—4
0
z
m
0
m
I
Q)7
a
7 Fpqj
m
Cl)
0
z
m
Z
GO
CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY. DEEDS MUST BE CHECKED TO
DETERMINE PROPERTY BOUNDARIES,
I
38
SLOPE INTER(.'
NOTE: COORDINATES AND HEARINGS ON THIS PLAT 01 SECTiCN
ARE ORIENTED TO THE WISCONSIN COUNTY
COORDINATE SYSTEM 9555 ZONE (ST, CROIX CO.),
RIGHT OF WAY MONUMENTS ARE 5/8" REHAB
AND ARE PLACED PRIOR TO OR AT THE TIME
OF LAND TITLE TRANSFER,
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH
COURSES OF THE PERIMETER OF THE HIGHWAY
LANDS REFERENCED TO THE U.S. PUBLIC LAND
SURVEY OR OTHER SURVEYS OF PUBLIC RECORD.
'REVISION DATE
DATE 2 11-00
SCALE.
CONSTRUCTION PROJECT NUMBER
IPS&E
SHEET NO:4.
00
0 U'a as
COUNTYaST.GROEX
STATE /W PROJECT NUMBER 1540-03-21
PS&E
SHEET NO: 4.7
E
L ctse '400�
S.�ll 1117 "I.T
WtSOOT/CADDS SHEET 75
CHAIN LOOPEASE4
SEC10 N 388174.378 E 567738.461
DISTANCE 1306,860' BEARING N 0'14'03.5" E
LOOP1 N 389481.227 E 567743.805
DISTANCE 184.654' BEARING S 84*28'23.6" E
T136 N 389463.443 E 567927.600
DISTANCE 123.976* BEARING S 75'24'43.2" W
T137 N 389432.217 E 567807.621
DISTANCE 537.880' BEARING S 0'01'47.4" E
LCOP7 N 389302.041 E 567807.689
DISTANCE 30.001' BEARING S 89'28'49.4" W
PP4 N 389301.769 E 56777T.689
DISTANCE 182,629' BEARING N 100*41'32.2" W
LQGPI N 3894BI.227 E 567743.805
CHAIN LOOPEASE5
SEC12 N 390813.139� E 567749.252
DISTANCE 75.438' BEARING S 6345,52.7" E
T124 N 390779.791 E 567816.919
DISTANCE 31.909' BEARING S 51032'54.5" W
T125 N 390759.948 E 567791.929
DISTANCE 340.000' BEARING S 0'01'47.4" E
T126 IN 390419.948 E 567792.107
DISTANCE 10.000, BEARING N 89*38'22.4" W
T127 N 390420.011 E 567782.107
DISTANCE 836.766* BEARING S 0*01'47.4" E
T128 N 389583.245 E 567782.542
DISTANCE 71.273' BEARING S 62*19'14.6'* E
T129 N 389550.137 E 567845.659
DISTANCE 182.985' BEARING S 83'46'03,5" E
T130 N 389530.272 E 568027.563
DISTANCE 287.965' BEARING S 80'11'37.6" W
LOOPI N 389481.227 E 567743,805
DISTANCE 82.176' BEARING N 81013'56.7" W
PP19 N 389493.753 E 567662.589
DISTANCE 125.004' SEARING N 89-47'24.2" W
NRW66 N 389494.211 E 567537.586
DISTANCE 300.209' BEARING N 0'W44.2" W
T140 N 389794.420 E 567537.434
DISTANCE 258.673' BEARING N 27'36'33.1" IS
ELK28 IN 390023.636 E 567657.313
DISTANCE 794.836' BEARING N 6038,32.2" E
SEC12 N 390813.139 E 567749.252
RI
"I FIE N+ t I. tmter03tot on %PlojeCtS I d6- 15400321 154GA408 dQn
CHAIN LOOPEASE6
SEC12 N 390813.139 E 567749.252
DISTANCE 521.804' BEARING N 8-32'12.9" If
TAK15 N 391329.162 E 567671.792
DISTANCE 25.000' BEARING N 89'39'5B.4" 4
T112 N 391329.308 E 567646.793
DISTANCE 100.000' BEARING N 0'00'43.9" 'N
T113 N 391429.308 E 567646.771
DISTANCE 15.000, BEARING 5 89039'59.9" E
T114 N 391429.220 E 567661.771
DISTANCE 235„757' BEARING N 0*00'43.9" W
T115 N 391664,978 E 567661.721
DISTANCE 10,0001 BEARING S 89*39'59.9" E
NRW43 N 391664.919 E 567671.721
DISTANCE 110.421' BEARING N 71*57'34.4" E
BLK14 N 391699.116 E 567776.714
DISTANCE 90.000, BEARING S 81'40'57.4" E
TI16 N 391686.097 E 567865.767
DISTANCE 43.042' BEARING S 77'38'13.0" W
TI17 N 391676.881 E 567623.723
DISTANCE 114.335' SEARING 5 14*24'33.7" W
TIIS N 391566.143 E 567795.271
DISTANCE 141.070' BEARING S 0-14'40.9'* E
T119 N 391425,074 E 567795.873
DISTANCE 154.598' BEARING S 5*13'16.7" W
T120 N 391271.118 E 567781.805
DISTANCE 395.971, BEARING S 0*05'16.7" E
T122 N 390875.147 E 567782.413
DISTANCE 45.284' BEARING S 49*35'31.1" E
T123 N 390845.792 E 567816.894
DISTANCE 75.111, BEARING S 64*13°53.9'* W
SEC12 N 390813.139 E 567749.252
CHAIN LOOPEASE7
SEC12 N 390813.139 E 567749,252
DISTANCE 913.266' BEARING N 0*17°57.2" W
L00P3 N 39I726.392 E 567744.483
DISTANCE 239.553* BEARING N 0'18'04.6" W
LOOP2 N 391965.942 E 567743.223
DISTANCE 53.274' BEARING N 89'19'16.1'* E
TIII N 391966.573 E 567796.493
DISTANCE 159.660, BEARING S 0'01'55.5- W
T19 N 391806,913 E 567796.404
DISTANCE 9.462' BEARING N 89-53'47.2" E
TIB N 391806.930 E 567805.866
DISTANCE 19.162' BEARING S 1617'41.4` E
T17 N 391787.773 E 567806.299
DISTANCE 119.941, BEARING S 73153,31.6,, E
T16 N 391754.496 E 567921.531
DISTANCE 10.166' BEARING 5 8012'26.4" E
TIE N 391744.434 E 567922.983
DISTANCE 72.838' BEARING N 81'40'59.6" W
NRW31 N 391754.970 E 567850.911
DISTANCE 110.198' BEARING S 74*58'11.0'* W
LOOPS N 391726.392 E 567744.4133
CHAIN LOOPEASE8
SEC14 N 393453.672 E 567735.462
DISTANCE 9TI.083' BEARING S 0*17'56.3" E
LOOP4 N 392482.602 E 567740.529
DISTANCE 37.157' BEARING S 86°39'40.5'* W
PP12 N 392480.438 E 567703.435
DISTANCE 20.000' BEARING N 89040'00,2" W
NRW20 N 392480.554 E 567683.436
DISTANCE 972.860' BEARING N
T141 N 393453.414 E 567682.908
DISTANCE MOOO' BEARING S 89'39'59.9- E
PP11 N 393453.298 E 56T702.907
DISTANCE 32.557, BEARING N 89*20'29.4" E
SEC14 N 393453.672 E 567735„462
CHAIN LOOPEASE9
SEC14 N 393453.672 E 567735.462
Distance 32.557' Bearing S 89-20'29.4- W
FRII N 393453.298 E 567702.907
Distance 3.000, Bearing N 89*39'59.9" W
T14 N 393453.315 E 567699.907
Distance 262.952' Becring N 0*34'42.4'* W
T12 N 393716.254 E 567697.253
Distance 55,550' Bearing N 13003"06,6p' W
T13 N 393770.369 E 567684.708
Distance 15.000' Bearing S 89-39"59.9" E
PPS N 393770.282 E 567699.707
Distance 65.000" Becring N 0*34'42.1*' W
NRW16 N 393835.278 E 567699.051
Distance 20.000' Bearing N 89-39'59.9- W
NRW15 N 393835.395 E 567679.052
Distance 76.900' Deering N 9*09'10.7*' E
NR*3 N 393911.316 E 567691.284
Distance 54.076' Bearing N O'34'51.6" E
NRW4 N 393965.389 E 567691.833
Distance 122.939' Becring N 1005'17.9" W
TI55 N 394088.306 E 567689.4138
Distance 7.000' Bearing S 89039'59.9" E
BLK3 N 394086.265 E 567696.498
Distance 635.789, Becring S 3030146.9" E
SEC14 N 393453.672 E 567735.462
NOTE: COORDINATES AND BEARINGS ON THIS PLAT
ARE ORIENTED TO THE WISCONSIN COUNTY
COORDINATE SYSTEM 9555 ZONE (ST. CROIX CO.).
RIGHT OF WAY MONUMENTS ARE 5/8- RE8AR
AND ARE PLACED PRIOR TO OR AT THE TIME
OF LAND TITLE TRANSFER.
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH
COURSES OF THE PERIMETER OF THE HIGHWAY
LANDS REFERENCED TO THE U.S, PUBLIC LAND
SURVEY OR OTHER SURVEYS OF PUBLIC RECORD,
DATE 2-25-00 HWY: STH 65 CONSTRUCTION PROJECT NUMBER --FPS&E SHEET NO: 4.
COUNTY: ST. CROIX STATE R/W PROJECT NUMBER 1540-03-21 PS&E SHEET NO: 4.8 �DE
26-OCT-2000 13:07 REA DATE : Z-n-m DVTSS SMALL PLOT KAK M40AACSg Dfi D0775S 2,%-00 rv0' sc.,c . 200.000000,1.000000 WISOOT/CADDS SxEET 75
a
0
11,
CHATN LOOPTAK!
SE-010 N 388174,378 E 567738.461
D I'S TANCE 139-765, --DARING 05 I
r,R?f60 N 383174.434 E 567927.826
DISTANCE 20 . 000 --FARING s 0.01
NRi6 1 N 388154,434 E -167927T
D T 5 -1 It N, C v- 10 0 0 C 0 1 R , N C s .-qp
N R'N 6 2 N 338154,432 E 567327.337
DISTANCE 49,132` FEARING I 37'36
NR'N 6 4 N 3881I5.512 E567797.i40
OTS711C1042.780"
. � - EE'RING S 0'01'4,4- E
N 7N 6 3 N 357072.733 E 567793.393
O'S74NCE 10.001l EE,AR:NG s g
NRN80 N 387072.723 E 567788.399
CIS 7ANCE 950.0001 BEARING S 0'01 '43.4- E
NRHa 1 N 386122.725 E 587788.895
DISTANCE 10.0311 EEAR7NC S 391S8
NPNa2 N 386122.723 E 56777a.864'
DISTANCE 852.856, BEARING N 7'45"26,0° X
NRN53 N 386967.774 E 567663.749
DISTANCE 40.000* BEARING S N
NR�159 N 336967.761 E 567623.749
DISTANCE 1156.625' SEARING N 0'01`20.3- ff
NRN56 N 388124.386 E 567623.296
DISTANCE 83.094' BEARING S 83-57'55,3" If
NP'NSS N 383124.335 E 567540.202
DISTANCE 50.237' BEARING N 0*01'47.4- 'N
TAKIQ IN 358174.572 E 567540.I7S
DISTANCE 198.266- BEARING S,89 '56 '37 . 8 - E
SECIO N 388174.378 E 567738.461
SECIO N 388174.378 E 567738.461
Distcnce 720.791' Becring N 3A08'12.1" E
PP42 N 388894.089 E 567777.901
Distcnce 88.075' Becring S 55*57'00.9' W
ELK33 IN 388844.77B E 567704.927
D!StCmCe 12.000, Becring S 89*58'12.6' W
T139 N 388844.769 E 567692.92T
Distcnce 15-004' Becring N 0*01147.4- W
TISI N 3888-99.769 E 567692.919
Distcnce 40.000, Becring N 8846'38.8" W
T152 N 388860.622 E 567652.928
Distcnce 30.000' Bearing N 0*01,47.4- W
T153 N 388890.622 E 567652.913
Distcnce 40.000,'Becring S 88*46,3m- E
T154 IN 388889.769 E 567692.904
Distcnce 116.000` Becring N 0-01-47.4- IN
T149 N 389005.769 E 567692.843
Distcnce 155.036' Becring IN 88*46,38.8- P,
T150 N 389009.076 E 567537.843
Distcnce 35.000, Becring N O*Ol'4T.4'* W
TAK13 N 389044.076 E 567537.825
Distcnce 125.001' Becring S 89*41'39.6- E
PP60 N 389043.410 E- 567662.824
Distcnce 2.657' Becring S 0*01147.4- E
ELK31 N 389040.753 E 567662.825
Distcnce 42.000' Becring N 89 %8'12.6- E
ELK32 N 389040.77S E 56T704.825
Distcnce 196.000, Becring S 0*01147.4- E
BLK33 N 388844.775 E 567704.927
Cr{ATN LOOPTAK2
SECLO IN 383174.373 E 567738,461
0,3tcrce 192.236l Etac, in'; N
T lKT a N 338274.572
oistcrce 149.763' EeCrinc N N
388324.33- I
NR N 53 N 338324.337 E 467640.097
C,S-cnc6 242.I741 --raring N 0 -0 '47 4"
NlRf6 7 N 783567.021 E 5 7-33.971
Distcnce 23 .iG" Ee-r;n, N
383567.037 E >67663.072
Distcnce 277.TZO' Sc- r'; N 0'0i'47.4' N
=-LK34 N 338844,753 E 567E62.92-,
E-acrrr N
7-3a N 388844.75? E 5676?2.132' Distcnce 196.000' Bearing N 0*01'47,4' N
Tj38 N 389040.769 E
567622.825
Distcnce 30.0001 Becr c rr; s
LK31 N 389040,753 E 567662.825
Distcnce 2.657, Becring N 0'01'47.4` Y
FP60 N 38?043.410 E 567562.824
Distcnce 125.001' Secring IN 89*41*39.6- 'K
TAK13 N 333044.OT6 E 567534.925
Distcnce 450.135' Becring N 0'01`49.5` PY
NRN66 N 389494.211 E 567537,586
Distcnce 125.004' Secring S 8?'47'24.2' E
PP19 N 389493.753 E 567662.589
Distcnce 202.378* SecrinQ S 81'13"56.7'* E
T134 N 389462.905 E 567862.603
Distcnce 41.737' Becring S 79*16145.6' Y(
T135 N 389455.141 E 567821.595
Distcnce 31.733- Becring S 65-57,04.T- 'ff
T133 IN 389442.210 E 567792.616
Distcnce 140.295' Becring S 0'01'47.4" E
LCOP6 IN 389301.915 E 567792.689
Distcnce 15.000' 'Becring IN 89*31105.9' E
LOCP7 N 389302.041 E 567807.689
Distcnce 407.704' Becring S 0-01-47.4' E
T142 N 388894,337 E 567807.901
Distcnce 10.0001 Becring N 89-31133.4" E
NR'N77 N 388894.420 E 567BI7.901
Distcnce 400.0001 Becring S 0'01'47,4" E
NRW78 N 388494.420 E 567818.109
1 Distcnce 10.000' Becring S 89'31'33.4- W
T143 N 388494.337 E 567808.110
Distcnce 239.928' Becring 5 0'01'47.4- E
T131 IN 388254.409 E 567808.235
Distcnce I I06.176' Becring S 41*04,58.6' W
SECIO IN 388IT4.37B E 567738.461
..............................................................A
NOTE: COORDINATES AND BEARINGS ON THIS PLAT
ARE ORIENTED TO THE WISCONSIN COUNTY
COORDINATE SYSTEM 9555 ZONE HST. CROIX COJ,
RIGHT OF WAY MONUMENTS ARE S/8' REBAR
AND ARE PLACED PRIOR TO OR AT THE TIME
OF LAND TITLE TRANSFER.
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH
COURSES OF THE PERIMETER OF THE HIGHWAY
LANDS REFERENCED TO THE U.S. PUBLIC LAND
SURVEY OR OTHER SURVEYS OF PUBLIC RECORD.
C'-',ATiN LCOPTAK3
SE312 'I 390813.13? E 567749,252
C'S7'NCE oj.046" HARNG S
- NP-14 7 N 3I477R.943 �- I 677-1 --;In-I'
0'.37ANCE 14.094' FEARING 5
N 390770.01'1 -- 5677,il.-29
ANC-- H-
07STANA'R,'N' S C'07�47,4
R,�' E
N3 N 713
N 390600.043 E 56777,7,G13
0-
.STANCE 98!.807' -m-r-R-NO, S 0'01'47,4-
N F, 7
OrS7ANCE EE'R-N' N
N'-m i -, 4 N 339618,238 E 567782.520
50.000, BEARING S
NRNI 73 N 3956,3�232
I E 567782.552
DISTANCE 56.343' E E A R r NG 5 45'13'211- E
4 RH 7 2 N 339523.576 E 567322.570
DISTANCE o1.9011 SEARING S ca51 lz,6" y
LCCPI N 31-48l.227' E 567743.305
DISTANCE 82,176' EEARING N 821'13'56,7" 1
PRI? N 389493.753 E 567662.489
DISTANCE 114.004' SEARING N 25'47'24.2- IY
NRN6T N 389494.171 E 567543.586
DISTANCE 209.089' BEARING 4
NR'N 4 9 N 389703.260 E 567543.505
DISTANCE 91.829, SEARING N 6'55'27.8" 6
T140 IN 389794.420 E 567537.434
DISTANCE 123.234' BEARING N 13*00'03.3" 0
NRISO N 389914.494 E 567509.711
DISTANCE 74.567' BEARING N 0'20'43.7" 'tY
NR'169 N 389989.060 1 567509.261
DISTANCE 49.717* SEARING N 45'05'28.4- W
NRW63 IN 390024.159 E 567474.050
DISTANCE 79.933' BEARING N 0*16'02.2' rY
NR'(TO N 390104.091 E 567473.677
DISTANCE 49.432' BEARING N 45*06'10.0- E
NRAtTI N 390138.982 E 567508.694
DISTANCE 74.705' BEARING S 62'02'12.1- E
BLK40 N 390103.952 E 567574.677
DISTANCE 52.595' BEARING S 89'46'55.T" E
NR'N4 I N 390103.752 E 567627.272
DISTANCE 1225.672' BEARING N 0*01120.6" 'R
NRW42 N 391329.424 E 567626.793
DISTANCE 45.000' BEARING S 89*39'59.0' E
TAK15 N 391329.162 E 567671.792
DISTANCE 521.804' SEARING S 8'32'12.9' E
SEC12 N 390813.139 E 567749.252
�• i E
SEC12 N 390813.139 E 567749.252
DISTANCE 64.163' SEARING IN 25'30'53.6" E
NRN45 N 3908T1.044 E S67776.890
DISTANCE 35.470' BEARING 5 44*43'33.1- E
NRH44 IN 390845.887 E 567801.895
DISTANCE 61.997, BEARING S 53*06'54.5" 'N
SEC12 N 390313.139 E 567749.252
REVISION DATE
$-1-00
DATE 2-25-00
HWY* STH 65
COiNSTRUCTION PROJECT NUMBER
IPS&E SHEET NO:4-E]
7-M-00
COUNTY: ST. CROIX
STATE R/W PROJECT NUMBER 1540-03-21
4
IN HO .9
IPS&E SHEET NO:4.9
E
r" N i .11, 0.19. 18,'UL-2000 1109 KV DATC X 2�22-00 00rM sutil nor mlUC r oWCAIOTcj 0,t1�111 : C& COTTIS 2,4-ca n,01 3CAIC 1 200,000000:1.000000 WISDOr/CAODS SHEET 75
rt
PEV$S*N DATE
YU 5-1-00 N.C.
7-ta-00 N.C.
CHAIN LOOPTAK5
SEC12 N 390813.139 E 567749.252
DISTANCE 521.804' BEARING N 8*32'12.9*' A
TAK15 N 391329.162 E 567671.792
DISTANCE 335.757' BEARING N 0*00'43.7- W
NR'H43 IN 391664.919 E 567671.721
DISTANCE 96.381, BEARING N 89*39'59.9'* W
NRW40 IN 391665.480 E 567575.342
DISTANCE 20.000' BEARING N 0*01'27.B" E
CURVE BLKI
PC N 391685.480 E 567575.350
CC N 391684.152 E 567601.993
PI N 391713.162 E 567576.73i
TAN 27.716'
OR N 2'51'16.3" E
DA S 84*57'12.7" E
LCHORD DISTANCE 38.440' BEARING N 48°57'01.8" E
EXTERNAL DISTANCE 11.792'
RADIUS 26.676,
DEG 214*47'05.7"
DELTA 92*11'31.0"
LENGTH 42.923'
PT IN 39171M24 E 567604.340
CURVE BLKI
DISTANCE 67.483' BEARING S 86*42'39.2" E
BLK38 N 391706.852 E 56767I.TI2
DISTANCE 105.286' BEARING S 85°47"09.3" E
BLK14 N 391699.116 E 567776.714
DISTANCE 50.000* BEARING S 81'40'57,4" E
NRW32 N 391691.883 E 567826.188
DISTANCE 49,263' BEARING S 44*23'40.4" W
NRW36 N 391656.682 E 567791.723
DISTANCE 256.758' BEARING S 0'00'40,6- E
NRW35 N 391399.924 E 567791.774
DISTANCE 15.000' BEARING S 89-59,19.4" W
NRW37 N 391399,921 E 56TT76.774
DISTANCE 126.602' BEARING S 56*01'100- W
TAK15 IN 391329.162 E 567671.792
DATE 2-25-00
CHAIN LOOPTAK6
SEC14 IN 393453.672 E 567735.462
DISTANCE 41.175' BEARING S 7945'42.3" E
BLKS N 393446.354 E 567775.961
DISTANCE 26.000' BEARING S 89*39'59.9" E
NRW9 N 393446.202 E 567801.98i
DISTANCE 998.893' BEARING S 0'06'59,0" E
NRWIO N 392447.312 E 567804.005
DISTANCE 98.042' BEARING S 4-01'07.9" E
NRWll N 392349.511 E 567810.877
DISTANCE 61.003' BEARING S 30*50'01,7" E
NRW12 N 392297.130 E 567842.144
DISTANCE 188.245' BEARING S 7709'21,4" E
NRW13 N 392255.284 E 568025.679
DISTANCE 114.229' BEARING S 59*28'22.0" W
NRW26 N 392197.262 E 567927.283
DISTANCE 52.620' BEARING S 73'06'01.3- W
NRW27 N 392181.965 E 567876.936
DISTANCE 255.963' BEARING S 20'26'44.3" W
NRW28 IN 391942.179 E 567787.384
DISTANCE 75.000* BEARING S 0-56'26.8" W
NRW29 N 39186T.189 E 567786.152
DISTANCE 93.617' BEARING S 5'41'39.7" E
NRW30 N 391774.034 E 567795.441
DISTANCE 58.654' BEARING S 71'02'00,1*' E
NR'ft3l N 391754.970 E 567850.911
DISTANCE 185.546' BEARING S 74-58'11,0- If
BLK38 IN 391706.852 E 567671.712
DISTANCE 74.148' BEARING N 23'50'11.1- W
NRW38 IN 391774.675 E 567641.747
DISTANCE 48.604' BEARING N 38-01'41.5" E
NRW39 N 391812.961 E 567671.669
DISTANCE 290,644* BEARING N 0'00'43.9*' W
NRW24 N 392103,605 E 567671.627
DISTANCE 27.987, BEARING S 89'59'16.1" Yf
NRW25 N 392103.599 E 567643.640
DISTANCE 125.000' BEARING N W
NRW23 N 3922213.599 E 567643.5T2
DISTANCE 20.000' BEARING S 89'39'59.9" E
NRW22 N 392228.4B3 E 567663.5T2
DISTANCE 125.000' BEARING N 0'01'51.9'* W
NRW21 IN 392353.483 E 567663.504
DISTANCE 20.000' BEARING S 89-39'59.9" E
NRW19 IN 392353.366 E 567683,504
DISTANCE 127.188' BEARING IN 0-01,50.5" W
NRW20 N 392480.554 E 567683.436
DISTANCE 9.000' BEARING S 89*39'59.9" E
NRWIS N 392480,502 E 567692.435
DISTANCE 972.860' BEARING N 0'01151.9" W
NRW17 N 393453.362 E 567691.908
DISTANCE 43.555' BEARING IN 89*35*31.1" E
SEC14 IN 393453.672 E 567735.462
FLE tub v I : lmic'OstctkOnxProjectstd6- 15400321 154OA-408 dgn .101 Dlce 26-OCT-2000 13:07
IS
CHAIN LOOPTAK7
SEC14 N 393453.672 E 567735.462
Distance 318.622' Becring N 6*26*35!-
PPB N 3133770.282 E 567699,T07
Distance 20.000' Beor4ng N 8939*59.9'
NRW14 N 393770,398 E 567679.708
Distance 65.000' Becring N 0'34'42,1" H
NRWIS N 393835.395 E 567679.052
Distance 20.000' Becring S 89*39'59.9" E
NR'K16 N 393835.278 E 567699.051
Distance 112.990, Becring N 0'34'42.1" W
PP91 N 393948.263 E 567697,911
Distance 140.010' Becring N 0'34'42.1" W
BLK3 N 394088.265 E 567696.498
Distance 45,736' Becring N 44*16'43,8" E
LOOPS N 394121.010 E 567728.428
Distance 66.249' Becring S 59*51'39,8" E
NRW8 N 394087.746 E 567785.721
Distance 71.654* Bearing S 3123'42.3" YI
NRW7 N 394016.218 E 567781.478
Distance 94.148' Bearing S 1*07'02.6" W
NR'66 IN 393922,088 E 567779.642
Distance 442.801, Bearing S 0'31'06.0" E
NRW5 N 393479.305 E 567783.647
Distance 54.579' Becring S 61-59'17,9" W
SEC14 IN 393453.6T2 E 567735.462
NOTE: COORDINATES AND BEARINGS ON THIS PLAT
ARE ORIENTED TO THE WISCONSIN COUNTY
COORDINATE SYSTEM 9555 ZONE IST, CROIX COA.
RIGHT OF WAY MONUMENTS ARE $IS' REBAR
AND ARE PLACED PRIOR TO OR AT THE TIME
OF LAND TITLE TRANSFER,
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH
COURSES OF THE PERIMETER OF THE HIGHWAY
LANDS REFERENCED TO THE U.S. PUBLIC LAND
SURVEY OR OTHER SURVEYS OF PUBLIC RECORD,
hH Y* TH 65 CONSTRUCTION PROJECT'
11 T NUMBER UNTYmST. CRC7PX STATE RfW PROJECT NUMBER 1544-03-21 PS&E SHEET NO: 4.Ip E
06
..... 200400000-1.000DOG "SDO"CADDS S.CFT 15