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CONVENTIONAL SIGNS AND ABBREVIATIONS
ACIESS PC:rvT
A.P.
CCM^GST:E LE
ACRES
AH-;D
AC,
AU
"�IER PRESSLRE)
Ali5 OTHERS
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SACK
OR.
aARN
9
-lutcTlIs
E
CENTRAL si`Ctc
CN41NEL APANCE
CK CR.
cz.PlI"
CCv.
RED.
czNFR
OCR.
CTUCRAT!Ui
CSpp.
CCU,T r
co.
FCN P�
C-`" TpUll HCHMAT
C.-.H.
FCAER PCL-
CR.
T-LERHCN- PCL-
COY-%
PCUSE
m
.-IRSR
.Cus�
NY 1CRIPORl".1
OCCII-D AREA
R-4 VY,
1P.
CCuNTr L!NE
LEFT
LT.
LV4TN OF CURVE
L,
CCRPCSATE LTNITS
L:VaED 21.-NWAY EASPAENTL.H.E.
PRCPERTr L:N--
wl "
MI,
NCR7HAAST
NE
LOT L!NE
— — — — — — -
tCRTH;EST
Nw
`Evl.`ENT
PERY,
LMTED RXHWAY EASEMENT
PCNT CA CLRVATURE
P.C.
EXISTYIC RICHT C,- WAY
PTNT OR NTERSEZTTcn
PJ.
PUNT OF TANCENCY
P.T.
NEW R7CHT OF WAY
PC.NT Cr COMPCt141) CiURVE
P.C.C.
PONT Cr REVERSE CURVE
P.R.C.
RE7CRENCE LNE
PONT ON CURVE
P.O.C.
'LCPE INTERCEPT
PROJECT
PROD.
PROPERTY UNE
P.L.
STATE L"E
CUIT CLAM SEED
C.Cx.
RADTJS
R
TOWNSHIP AND RANCE UIVES
RAYROAD
RA
SECTION L!NZ
RiTWAY
RY
RE=RED
PEO-01
CLATTER LINE
P:CHT
RT,
RTCYT OR WAY
R/w
SIXTEENTH UNR
R04D
FO%
IOW CENTERUNS
SECPCN
�EC,
SEED
5
NO ACCESS
SCUTST
SE
SCUTRWEST
5W
PR
NO ACCESS By !C,7
SIATICN
STA,
PROTECT
STREET
ST,
140 ACCESS BY STATUTE
TANGENT
TAlil,
TAVERN
TAY.
TRANSWSSICN TOWER
TEMPORARY
TEMP,
AND LANE
UNTIED STATES COAST A
CECOETFC SURVEY
U.S.C- &
PCHWAY MCHWAT
EEPAR4TMN
UMTED STATES CEOLCOCAL
BENT AT WAY PONT
SURVEY
U.S.C.sl
PCRT C, WAY POINT
UNTED STATES MCRWAY
U.S.N.
TO BE WCWMEnTED
WELL
Raw
COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT DIS-
TANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID
LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO -
SIDED ON THE DETAIL SHEETS,
RIGHT OF WAY MONUMENTS ARE RFSAR 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. PUELIC
LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD.
,North
Hudson
T-29-N
F �j I
ludso
12 r99 141)
h SC
BEGIN RELOCATION ORDER
STA. 120-00
APPROX. 115.76' NORTH AND 995.47' WEST
OF' THE NORTHWEST QUARTER INK V, ) CORNER OF
SECTION 33, T 29 N, IF 19 W
X 12655BS.66
R/W PROJECT N�%12-R Z 07-L
I
CAUTION
1022-,�2-21 I`L`NR�
THIS PLAT IS
FOR ILLUSTRATIVE PURPOSES
FEDERAL PRC.YCCT
4UO
ONLY,DEEDS
MUST BE CHECKED
11
TO DETERMINE PROPERTY BOUNDARIES,
PLAT OR RTC. 7 Cc NAY R-CUIRED FOR
HUDSON — EAU CLMIRE ROAD
STH 35 - 194 & USH 12/CTH U - 194 INT
1-94 , STH 35 & USH 12 ST. CROIX Co.
EEEC:0:,:T:R�0LLED -A�CC�E-S�:S�-j
M ff I
ACU�5 CC4Tq.LL!2 AT C�A,�la�Ecl 72Q3 OZ�tl
FOR tTj� "
• �CONTROLT-EDNCCEis-
EA
,:" ccN-Awm BY ATG.01 WAY PL>T
PECT 1AA-11,RV0
FAR NAiTAT= FMWAY
v Yl PIJAVJA,7 TO $EGTlvl "liS
R?SC.4iM STA7V7CS
L.t'4 FCC
-------- --
'SV
----------
END RELOCATION ORDER
STAY 215.00
APPROX. 514.43' NORTH AND 528.89' EAST
T-29-N
Cc THE NORTH QUARTER (N Y/,) CORNER OF
SECTION 34, T 29 N, R 19 W
UU
HUDSON
Y 123906,68
4
F
1 2
LAYOUT
R-19-W
TOTAL NET LENGTH OF CENTERLINE I » so LIT 1
m
Il:VIUICN 0,1,L STATE OF WISCONSIN
mass NX` DEPARTMENT OF TRANSPORTATION
01 Is, C
1022-02-21 4.0
ROUTE COUNTY (DATE.
iH 94.--.- si. CROIX m 3-15-95
1022�02-21
SNE, T
4,1
G
AREAS SHOWN IN THE TOTAL ACRES COLUMN MAY BE
APPROXIMATE
- AND ARE DEMVED FROM TAX ROLLS OR OTHER
AVAILABLE SOURCES AND MAY NOT INCLUDE LANDS OF THE
OWNER YP.ICH ARE NOT CCNN,,UCIJS TO THE AREA TO SE 4CCUiRED.
CAUTION
SCHEDULE OF LANDS & MTERESTS REQUIRED
PARCEL Sn CMNEP MTEREST R,W RECOUPED
RSAUXR:O TOTAL
I 43. 4.44 6. 4.L7, 49 L �"LS-C`gjC`d,ACC,'�CPAT, FU & TL.E.
155 R PIT,
A WISCONSN CCRKPATION & AC S T' 18.95 16.95 0.19
:2 =z 3, 4A DANEL R- 8 UAR FEE 21L10 2LIO
—LE2— —LA u- R
4 4,6 ±Lj(E:EO:C: V. LIPLAN7c -C FE� A 7 L
ESS 3.38 3.38 0,11
,6",T
5 4'T RCtX COUNTY FEE 0.36 0-16 — TC! 6 ETUX
6 4.7
4:6 J JO�C'IEIPE� N. P, ACCESS RIGHT L88 LOB ----
f4E
a 4,9 JQHN J. RAUCF,-,Q d —VENOCR.
DNAR D. POPNE PURCHASOR ACCESS RIGHTS
12 4,9 TRANSPORT COFPCRATION CIO
--- A YTNNjj0TA CORPORATION FEE & T.L.E� O.OT 0.07 0.03
13 4,9 RICHMAR INDUCTEES
-- A WISCONSN CGRPCRAPC? 4 FEE A T,L,E� LOS L05 M9
LO
E T 'L', 066
14 4�9 A WISCONSIN CORRCRATION F:EE & �T.L�E,M& 0166 0.25
is 4.9 RICHVAR —j"busTRI 5
A WISCONSN CoppCPATMN FEE & T.L.E.E2,70 2.70 O'S2
NAT10AL AUTO / TRRCK'STCPS.iNc, --- & T
L
4�9 --T
16 FF & TIL.E� 0.27 0.27 0.44
—DFLAwARE —CcPPIRATicLL�—
EF 4,4 BO 0,CRASO.ETUX T.L.E. -- 0.06
201�4 M.G. LAP FEE 0.287 0,287
REV$SlC,N DATE ROUTE COUNTY DATE R/W PROJECT NUMBER SHEET
R
i5 222-02-2f NUMBER
Si 94 ST. CRCIX
�022
FEDERAL, PROJECT NUMBER
SCALE.F7. GRID FACTOR 4.2
8811 NOT LOCATED
1269T22.187 9
421168.514 X 1277597,320
1A L I
- — - — -- —T — - — - — - 28 P.L,
11E- - - 7 Y 4,16034.804
— — ------------- - T-
8812 x '6' E-L, --I I ST
9 y ... Z9":603
42 107
12
28 27 @
Y, V
19
A L
lz U'v-SN
88t
NN-Sw SEE 27 1 033
f I NE -sw NE - ON 1�'
M SEC 28 SEC. 28 NE -SE C
SEC. 28 SEC. 28 SEC. 27
�RTAKKE
PA
J
u, 15 14
EGIN RELC
CATI0Nj_C_q_DERcrve P, �L
(SO P.t. END RELOCATION
E3
pRpER
WA -00
NCRT� AND 995�47'
WEST OF TH� NCRTHWESI QUARTER APPROX, 115,76'
NK'ACORNER C-, SECTION 33. APPROX, 514,43' NORTH AND 52B.8
T 29 N. R 19 W tp CAST C.
THE NORTH CUARTER ( W/,)l CORNER
-'4� T 29 N. R 19 W OF S7CTICN I
X : 1275049.35
SE-Sw sw-K
- SE -SE saa.bs
ry SE -SE 1� SEC. 28 SEC. 28
SEC. 29 SEC. 27
SE-sw
ri SEC, 28
SEC. 27
Ila
88 4 X - 127222T.547
IH 94
9 Y . 423576,250 8802 94
:6 a
86bg
7 ------ - y 423477,95'
SECTI� L7,P 27
33�' 34
P C�ti / P- �___.__ �
29 28
32 33 I n a P P P tX - 1277521.008
9 I - 423386,302
8807
X 1269581�033 Nff-NW SEG.
NN-NE
•
NE -NE
Y - 423674.052 SEC.33 EC� 33 SEC. 33 NN-NN V1 S-'
0 1 J -C. 33 A
re NE -NE SEC. 34 FG, N 34
SEC. 32 1
z
5
w
v
V. Ll
tZ 4 AS L NE p
SE -NE
SEC. 32 QFSW-Nly 2
SE -NW -SE 56
SEC. 33 SEC. 33 SE: -SF SN - N'N I
SEC. 33 JA - - SE-1146 A
SEC. 33 C SEC. 34
I SEC. 34
8817
4h NOT I-0-ATED
X - 1272138,920
—
X - 1274726.543
33 y - 420914.591
'T Y � 420834.941
— - — - — - — - - -- --9 - — - - —
. 1269515�734
. 420993.207
1r11 .N'. llZZ027Ji922.-O2
REVISION DATE
ROUTE
COUNTY
DATE
R/W PROJECT NUMBERS.EET
m
1-22 -G
1-94
ST, CRDX
U)22 02-21
NUWBER I
FEDERAL PROJECT NUMBER
z
wUJ
MATCH LINE
0
SCALE, FT,
GRID FACTOR
4.4
- - - - - - -
-FA
Z,
a
200
SEE SHEET 4.5
CLNlt 117 CLRV. 106
FWI S D OT�F ENANA NT CURVE 100 PT711 T227 5L FE PI ST A. 148,89�96 R STA� �15195.77 CURI/T 105 9 1 X J,'T�274�'S3 x
9.41 AC. FIST A. 148,43,2,5� S INTERCEPT y
ITT'COPIG
A 85-45:26'
CURV, ME 0
Z`* y
1148 43 7
NSTA�625�5LOS /" j D 10�30.00` 0 00-30,00' A 03-16'Io.:
00,03�35- Z IS 45 67 R 11459,16 D 00'15'0�
X u I
y 0 NCEPENED: 506 69 22918�33iii
1 16*30 1 00" R 0;96 504.88 R
V, 722� A,
-30, 00- CLEVE, 107 L BIG T4 L 1009,11 T 655�58
T
05 PISTA 622.50,26 1 N T gRPT E 198,97 F 11.12 1,110,80
R I G41 . 74 x 6,335 E 9. RE
T 1151,05 '7113 E 0,100 S 02'15'00-w 1149 57 Y
L 3co,00 7 23 ---�T--T-T-"JERITECH
E 10.89 D 02'45'00",
V/
R 208348 VT
T 150.26
L 300.00 - 744-/x
CUR11-1 109 E 5.41 'Ell
P[STA�633�64J9
X: lIl"92 31? V/
201
A 105'26'08" bzt c./P OR s H3
0 11,00,00 1
R 520,87
T,
T 634.18 F 6
L '958,51
339.02 7711 - T-
V/
V. L
7
-7/X
/ �l O'E 55a.70
ti
U, LINE JQTP OPZ Pp r,
U
CURVE 112
T
MSTA264202
PE
87, CA N
PlMlt UTI
C; THIS p S FOR IL STRATIVE PURPOSES N. S.p.
4 143'14'22"- ONLY. MUST B CHECKED
D 1905'55"q C
i. TANGENT TO DETERMINE PROPEPTY BOUNDARIES
R
T 902,87 1 NE. LARING DISTANCE NOTE 'BEARING CONVERSION ANQQQR GRID CONVERSION"
L 750,00 w PLAT BEARINGS ARE TATED
E 651.41 V/ 45 S 84'42'45"6 60.00 II
TO THE WNSC "�'�RIVEWAY
50 S 84'4Z'45"Af 15�00 COORDINATE SYSTEM ICE NIAL ZONEI WITH 0 �E
A 5. S 01'38'59'W 40.00 0 MINUTES 0 SECONDS B�ING GRID NORTH. PLAT
RJo 52 N 01*38'59'E 40.00 DISTANCES ARE GROUND,tE"GTHS AND CAN BE CONVERT:oDRp,
J 53 N 84-42�45-E 60 loo TO GRID LENGTH$ BY M TIPLYING DISTANCES By
0,999905
��'�ATION T �CFFPSET PGj,'T7--T7EGE--
771-
N
0 0 CRIH AMERICAN COYO
I POINT USH 1-94 OFF tCATVT
CA NO, ETATICN- DLSTA"•CF X CCORDS Y CQCRD5
CURVE 113 7227 249-00.325, 31G.209 RIGHT 1271473.109 423380.782
COYMOLLE
P1 STA, 264i-51.36 7224 790.000 LE7T 1270161.567 424526,372 �T13
x + V/ 7225 13900�00Q 590�000 LEFT 1270514,743 424614�361 C04TROLLED BY C A. PROJECT 7200 OP " I
d -05 c �67 �71 i 760,00t) LEFT 1271009.968 42446%35T 7219 14'�00�000
A. 22,55,061, 1
D 11.2713341 7228 147°5(3,00G 232.072 LEFT 1271341,716 423927BIT
PT707 136.51:921 240895 RIGHT 1270225,241 423492,69,
R' 500,00
PNOOIN, r STATIC STHN 35 OFFSET
DISTAi x COORDS Y CCORDS
L
E 4 PC707 614"50.518 366.348 LEFT 1270790,641 422971.451
7220 603.77.315 199.989 LEFT 1270920.637 421903.951
7221 609.36.018 199.989 LEFT 1270942.570 422462,196
CURVE. IM
I PT707 CURVE 701. C 8046 GG4.61,18G 375.572 RIGHT 1271498.992 421965.175
I � I
CCI STA. 264 �5z,sls
A 31*41'35' 7223 604-67.764 140.011 RIGHT 1271263.893 4219B1.001
4�3FM.SIP D 04'12'201� 7500 63690.00D 150.000 RIGHT 1270771,511 4245n,G96
A Ge. 20 14 ' r224 .1 1 CURVE 138
R 1362.39 7226 616�10�627 151,952 EIGHT 1271309�021 423129.580
D 04*04'15" P[ STA. 1504
R 140?�45 1 1 1
Poif4l STAGFLINE RD, OFFSET z
INTERC III. ST4TICTC DISTAINCI X COCRDS. Y COCRDS 6ss
L 777�38 127"I�6005
102 58 t E 5%33 4217�1 6
L 204 :80 r214 1509�87.065 60.00D RIGHT 12707J8.304 421764�252 2531 42 CA 't 7215 1509�82.234 99,70T RIGHT 1270737�153 421774,272
7216 1509,22.234 99.707 RIGHT 12TO677.414 421718,744 PISTA 1)04,06.80 1206,23
3�73 CURVj 105 U 04-45 00
7217 1509-27.065 60�000 RIGHT 1270678.565 421758,723 x 1,2 " .015 T 273.25
y 421169,683 L 537.44
CURVE 115 A 25 351�4230,56
MSTA�,145,26.22 D 0 r4 00
s. CLJRV� 103Sl R 1 06 23
R STA, 130,51.0-5 y - 12!115C-U7 T 73 :25
y 423142�IT A 30'17'39'
L 37.41 ISO - j
XI - - - - - MATCH LINE D 04'00'01" E P0156
06-45 ' 0013.I R 143Z258
D SEE SHEET Cj 1439 63
P. 848 83 L 2257:14
351:05 zca 14
E 598 48
L 665,73
E 69173
t v zo p
F'LE N r, eDcl;Dfi, *22-02-2Y 4.4
�1��T�"I�;TEI
AT
I,, -RIEC11 E. A' I-" C' T
,PC.CT
I 1 11 1 V(C Si�l�P'2.1
C.CA CT,�, N
NT ip
.. M', E TIRE
MATCH LINE
j
SEE SHEET 4.61
wm
TANGENT TABLE
73
—.S E A R I Wd— DISTANCE
I
S 02'06'57"W, 98.82
2
S 52'04'30'E 51,73
3�S
87'59'047E' 100,00
4
N 4E'12'12"E 71.73
5
N 02-06'57"E 83.23
06-2Y26-E
324.1
---------
7ocal
aj49
[� WSID.O.T REMNANT2
9�41 AC.
MATCH LINE
- -H- - - - - - - - E- - - -
Nm
�iE SEET 4.4
CONTROLLED OCR
NOTE:
ACCESS CCNTR=Fo BY I A FROIECT T"0'02
FUR IT H. IS
CON: N-!M2j0LLFD ACCESS
—RIGHT
ACCESS W;TRQUED BY CFWW—FLdT
PO4ECT 8 0 194 IF215 FIB
114 P4R 5UA4T TO NTCTII% 11 tB
TATE W"W_A_T_
-NTERS
_Izm
WFSC0,4$N STATUTES
�6
zw
SlAIICN & OFFSET POINT TAEU.
PT!;T
POINT USH 1-94 OFFSET
STATION DISTANCE
7008 156.00.103 232,379 LEFT
725T 166-00.000 188.794 RIGHT
7258 166-50.000 225.000 RIGHT
7260 167-50=0 225=0 RIGHT
7261 16800.000 173.562 RIGHT
8849 152�95.923 787.583 LEFT
8841 156.95,582 242,441 RIGHT
7300 156-00.103 232.379 LEFT
7301 166.00,000 158,'t94 RIGHT
PC714 158-95.582 242,441 RIGHT
8842-1
8845 COORDINATES PROVIDED FCR
8646 8848 SURVEY PURPOSES
8844
ROUTE COUNTY DATE
1-94 ST. CRCIX 3 -F-?5
SCALE. FT. GRID FACTOR
0.999=05
BEARING CONVERSION AND GRID CONVERSION"'
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES
0 MINUTES 0 SECONDS, BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
CAUTION
THIS PLAT Hs:'Fon ILLUSTRATIVE PURPOSES
ONLY.OEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES
P.L�
x Coc-los Y COCPDs
1272191.468 423898.373
1273175,840 423442,338
1273224,532 423404.399
1273324,460 423400.883
1273376.233 423450,526 1
1271907A30 424463.583 1
1272470.039 -123413.501 1
12731T9.489 423541.OT9
127337
1272107.525 422237,376
1272326.290 423050.331
1272304.406 422304.374
1272298,294 422029.618
1272073.708 422019.633
1272087,247 422237.080
/* LINE
EXISTING S.T.H. 35
7
WISDOT REMNANT FCzia
12,30 AC.
-02-14„56�'E
-N 89OVSV14 E 217.63
�6 E
20.28
N.S,P.
,Y5-A
ELEC,
p3 ON
AI&MTECH
1
CURVE 714
z
1
A
58-45:52
wu
om
lh
D
04 17 57
R
1;32.71
1
75040
N"RTH AIAcRICAN
L
1366 :87
GOV,
'�
z
NUMBER
m
`lE .p.Ez McG,DG
02
2
o
4
SEE SHEET 4.14 PEvI ;cN DATE ROUTE COUNTY
p P p,.lyP i(. PATE R/W PROJECT NUMBER �HEr
f N CURL 13A NUMBE
FOR DETAIL OF I1 "a" tso _ o2z-oz-zf
a m INTE�CERI � 1 YBE.g 56 I > pt Sia I50 67 35 f-94 Sy. CROIX 7 15-55
C= ?. ry PI CURVE
132.56 3 FEDERAL PROJECT NUMBER
PARCEL. Zf?. ¢,_ f i 't r e Q SJS r , aP 2 .22 SCALE,FT. GRID FACT'CR 4.6
I I4 P -• a.'? A 13 41'23 0 200
�� D 11 2r'33° '"'"""" 9999
c 44'" Q 10 1 ,.30 IT z 0.>><<CS _...,
tiP O� � ! �w 1' g 1 R 560.35 3" t 560.�2
gr ` T 56.48 z E 119.47 _�......_
'sty x e p L 113,58 STA"ICN A OFFSET POINT TAFLE IH 94
P ex O W E 2°8E POINT USH 1-G4 CFFSET
sty �t C:01 u �„ J �� NO. STATION OISTA^.CE X COCRDS Y CCCRQS
u1 Ol « 7 °6a02.08 m R t
��--� _ m 7254 172.01.068� 143,017 RIGHT 1273778.089 423466,944
SIGN „°C42}� t t! S"P' Ur`x'Ay+ 7253 174.88,624 175.077 RIGHT 1274064.313 423424.795
ro f 1 -- .. r< ELEC. VIA � 7235 175.00 I03 27
S 03'2i 42 W t�� "�,,, 4 a L. • 3.283 LEFT I274090°144 423832.460
�.,. 42 3i0.00 ] ,g - 7�. ✓ _ _ _� _ _ = _ _ _�,_, MATCH _LINE I"------ - 7 - 2' 7236 176.99.886 322.912 LEFT 1274292 93 423914 „999
..A.�,._�.-_.... .. ... _ _ SEE SHEET 4.7 x 8027 75�4.49.939 345,045 LEFT 1275043 2N2 4P3910.738
7234
345 r.} t z--ez 4g`� ^'^ pI1'S9 �7,.° U .8027 184.49,999 345.045 LEFT 1275043.292 423910.733
rr��� ;60 ea.z°r rca 'El.ufjj Lp$Y a LLIIJLL1tt6 INTERCEPT r� as°4rt6w� i�salcx 1 ��
-. " / cr 8035 191.98,367 178.899 LEFT 1275756,631 423763.686
31"'- C" --�_ I@mot 5 *34 V_RICC'N - . '._"-"50'17 .47 �ti`E^a' / 5 38A6 A-
7-
S STATTO"Y G CFiSET POdHT Fa?LE USH 12l
45
' k0T.33 `CIC RP .CTICN PIPE -=x2'*402'02°47'E 796,911 { (ATV;
C929.36 -E172p3 '2 OFFSET
USH ' CT U - 99 `'•.s ATION DISTANCE z CGCRQS r COI;n[75
S2 a TH UC�015859v -.E34C _ . - f 7O d1331a9.700 IBl.fi93 LEFT 1274660.152 923066.205
01°58C9"x "`.� "..1 r c761 ti"72 326«55.061 ' E7,898 LEFT 1274776.541 422567.925
~7 l` _I 40698 - 55.AA2 127.595 LEFT 1274716.,607 422570,612
41A.24 _... ( 7203 326 G
TT7
7203 32T / ®" - 15.605 29.996 LEFT 1274716,607 422630.606
�; �' ✓ .w'" - " "' - PTI28 `., } ^- 'H' L 7204 "' 327.42.272 I79,734 LEFT 127476't,T70 422655,492
• z' I -.. 4\\� .: 2 tCC} "„� , 7070 324. ]9:052 43.620 RIGHT A2748A 9.409 422348.264
fa°20• 182^67.d6 g c' 0 ^' 9
N42 22'EO5w ryn: `�..1 e.•Z 7232 326 26'058 7%990 RIGHT 1274928 „318 422733.681
2' 8 t2.0228" i „ T0G8 326 26 574 121,987 RIGHT 1274972.303 422732.664
CURVE I w'^ �. } t LOP "' FpC2.e N 4 tia"'t36Y 7233, .. 331 86 492 .129.320 RIGHT 1274991,193 423062.092
PI STA°342*74.193 y4n t INTERCEPT /6�. ±g35.00` ,� y .. 7210 342.52;862 162.007 RIGHT 1275072.786 424147.253
v', x t2zt901.I3s 1� y t. s7,^ ,;. yy ' 3,. tiq fff �., p < 7211 342.57'.421 '211,808 RIGHT 1275122.781 424147.255
T? 424i 93,SS2 (Cn ° 0•`
N k 06"28'45'" U= C. ,Vh.` o oe T•L.E' 7212 341�54.586 ' 214:066 RIGHT 12'15115. T70 424047,445
1N- mom. • p CR IVgWAY e 7213 341.53.597 149.073 RIGHT 1275051,897 424051,413
0 00*45,00" 4t \
R ',7639.` All", o.. nQ u4w 4 GLOPE � e 8827 343^53:128 191°439 LEFT 1274730,560 424280,919
44 ZIP- CURVE 128
T 432.4b JIB �t tih; °' :N 4 o S h'` PISTA. t82.09.6C INTERCEPT ` � � ANERITECH 7230 326 ASS ,.96'4 57,885 LEFT 2274T86.543 422567.480
L 863.84 >, z .'t° x 1z7a 70a,432 8051 322^80,251 43,056 RIGHT 1274874,280 422189.496
E 12.23 mix t t0^„,' 2 p r 427 v59.s23 wt,} d 7229 323.40,000 45.000 LEFT 1274788.360 422252 .288
a A 27"'1a'35°° z .,... 1'.t. 7 +- W t y,' , o , .. 255: 322.48.097 138.059 LEFT 1.274692.166 422163.712
xs- vw : D 22 °55.06'° u]u
E 7,2Q u� CAUTION
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
I ONLY,DEEDS MUST BE CHECKED
TO DETERMINE PROPERTY BOUNDARIES
n o F
,2:6 f �p
OTE "REARING CONVERSION AND GRID CONVERSION"
P V
N "BEA RI
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
^e+z,6F«` P.L. COORDINATE SYSTEM (CENTRAL 2ONEI WITH O DEGREES
^ny Na'o t N,ea, .� 0 MINUTES O SECONDS BEING GRID NORTH. PLAY
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
f 3 TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
`". 0.999905
q 6
"__s____
.1
CON-MOEL AACCESS
TAh FN" iaBLE �
E CCCSS CONTROLLED FCRS4 T NS ]4p2JCCT 7200 OA{W '
N0. B^AR T•,G DISTANCE e
ry n
6 t: NORTH SZ'E 60,00 ,
`TA. 17 127 36 N64' 6Q,00
P t r,', i F4 STA. IT4 25,T7 3T N 6 '03 42'E 56.90 „
ay; Y • U?N0 s 972 41 N-85 59 55"E 50.00 .
i t F p . 47 5531597 CONTROL LED ACCESS "
CURVE. 124 o CPE t L A 27 10 11"" 4? S 03 26'i4"'N I00.00 ACUS$ CONTROLLED BY RIGST OF WAY PLAT {
PISTA. (Tryc 6"''c [9 INTERCEPT,D 04 15.00" 43 N 86°29 59'R 65.00 PROJECT 1.5. 114-I'VO FOR INTERSTATE HI.':HWAY 6{d
C ®A PURSUANT TO SECTION B6.Y5
x Tzr3 5 xis \" i .ft '•Cpr. CC T 13485.77 74 S 87°26 10"E 70.01 MICONSIN STITUTE$
Y , 423707 577 T " . 325.aT 73 N P2°02 28"w 90.00
A 11 12 31 pia E 638,80 76 S 0I'58'59"'W 191 ,8'f
D 01348,14 r E. 38.80
,
2
R 1348.14 "-iFzs4 AA N 87'41'12'W I50,31
8i
T 132.24 FC124 88 Pf 47°22 `01"E 130.T9 i
E 266,73 171+54.00 j CC N 00°20.02"W 315.23
FC 7
f 571. 0.00 P.L.
._.. ®.
MATCH LINE
w _ _ _ _
w SEE�SHEET 4.S _ -' _ _ _
FILE .`+AUF.: HDCv:D6 14t22b22::.02T&<C5
1022-O2-2F 4.6
A
w
AS CF� -A.s
SEEgHEEi
V.
C5
P.C.12
CURVE 135
PISTA. 192-59.72
X �
194.OL12 T -
A 03'25'55`
24.40
TTS -1191-36.64
y 4ZI5�2 224 P 1348 14
L 548,66
E 28.40
0
EE SHEET 10 o ff PC131
FOR DETAIL 0 INSTELOPEPT 188-52,6 RCE
PARCEL, 16,
Z
0
TY
I Olt
0
< Pcjol
s WI
156102 OR
(42T
N
ELEC,
S 03'29'42'W
li 345 PY Pr�2a Ai 17
G, IS.25�
P J C13
PGA3Gc S4,. ---
If
USH 12 & CTH
U
34
'C
CU7VE 118 1�
\f
MSFA 342-74 193
AT
1 , 1�74,01,li9 I
AS
Y 424153 51Z
IS
D 00*45'00"
R 7639,44
432 40 t 41
SE
863:89
12.23
"LOS
TERCEEPT
x
D 03,00,001,
IT 1909,86
T 140,79
-TANGENT TASCE
L 281 .07
E 5�18
No,
-
5EARlNGff_lST_"4CE
8
N 02*06'57"E
51.99
36
NORTH
50,00
37
N 64'0342"E
56,90
CURVE tot
41
N 89*59'55"E
50,00
PI ST A, T90,75,11
42
S 03'26'49`11
100,00
I27555A21
43
N 86*29"59W
65.00
A 14-07"08"
74
S 87'26'10"B
70,01
D 01-30,001,
73
N 12'02'28"w
90.00
R 3819,72
s 01-5815911W
191.87
1 473.02
L 941.26
176
AA
N 87'41°12"10
150,31
E 29.18
BE
N 4d'22'01"E
130,79
CURVE 130
P1 STA. 183172,56
X 127"0.613
y 423R" .575
A 11'36'43"
D 10'13'30"
R 560.35
T 56.98
L 113:5,6
E 2.89
MATCH LINE
SEE,SHEET 4.6
ROUTE COUNTY DATE
'-94 S% CROIX 3
SCALE, FT. GRID FACTOR
200
r
M
Co ACCFS: S
z
CAUTION
CON`TR=0L=LE:D)=A:C=lCEss-
:
my
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
A C�kSS CONTROLLED BY Rfa4T OF WAY VIAT
P tD1�11�1(210 FOR INTERSTATE N, GF.AY
ONLY. DEEDS MUST BE CHECKED
1%4 INRS .17 TO SECTION AC"
TO DETERMINE PROPERTY BOUNDARIES
WIS�CQ"[R STATUTE$
NOTE: "REARING CONVERSION AND GRID CONVERSION"
PLAT BEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
DISTANCES ARE GROUND LENGTHS AND CAN HE CONVERTED
TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
PfMj
0.999905
CURVE 24
MSTA. 183167.35
X
�tv A 13'4 1'23"
D 11'27'33'*
R 50000
T 6002
ay L 119.47
E 3.59 I STATION & OFFSET POINT TABLE IM 94
JNCtOLJ-auW LLijj L�fjj LLI-U LLI-LIe-
AUERICAN .1 - - -Jo '5077NA
)VmCC67-B,
CATV I
CTH U
1129 36
POINT
USH 1-34
OFFSET
NO,
STATION
_172.07,068
DISTAr.'Cr_
X COCRDS
y COORDS
,7254
143,017 RIGHT
1273778,089
423466.944
7253
174.88.624
175.077 RIGHT
1274064.313
423424.795
P,L,
7235
175-00.103
233.283 LEFT
1274090.144
423832.460
�7236
176-99.886
322.912 LEFT
1274292.936
423914.999
8027
184-49.999
345,045 LEFT
1275043,292
423910,738
z
7234
192.2%896
170,445 RIGHT
I275823.373
423420.775
8027
1134-49.999
345,645 LEFT
1275043,292
423910,735
SLOPE
8035
191�9a.367
17R,889 LEFT
1275756.631
423763.686
VTERCEPT
IS
N 87-471w
6"I
r4sFXAS
,
L�
bU,"S
STATION & OFFSET
-POINT -TAEL-E-7�1i
POINT
NG,
USH 12
STATION
OFFSET
D I S T AF4'CE
x SCOPES
Y COCROS
723
331-49.700
* 181.693
LEFT
361
72
326-55,061
6%698
LEFT
40698
7202
326-55.642
127 . 895
LEFT
7203
32`715.605
129.998
LEFT
a
7204
32!T42-,t?T2
795734
LEFT
(CC T
43,620
RIGHT
7232
326 - 26,448
77.990
RIGHT
706B
328-26,574
121.997
RIGHT
7 7233 331-56.492 129.320 RIGHT
z 7210 342-52:862 162.007 RIGHT
V 7211 342-57.427 1211,505 RIGHT
7212 341-54.566 214,066 RIGHT
7213 341-53.597 149.073 RIGHT
5827 343-53�,128 191.439 LEFT
CLRVt 128
4m:RITECH `230 326-54�964 57,885 LEFT
1 4 FOT �c` P T
IT ST A 0 9,61 8051 322.80,251 43,056 RIGHT
7229 323-40,000 45,000 LEFT
A 2710'35 z 7255 322�48.097 138.059 LEFT
22�5.5 '06" zes
R 25G,00 zw
1 60,43 z
L 118.58
UJ E 7,20
1274680.162
1274776,541
1274716.607
1274716.607
1274767.770
1274860,409
127492$.318
1274972.303
1274991.193
1275072.786
1275122,T81
1275116,770
1275051.897
1274730,560
12,74786,543
1274874,230
1274788,380
1274692,166
423066.205
422567,928
422570.612
422630.606
422655.492
422348.164
422T33,681
422732.664
423062,092
424147.253
424147,255
424047,445
424051,413
424260,919
422567,480
422189,496
422252.28E
422163.712
1022-02-21 4.7
PEVISICN DATE
ROUTE COUNTY DATE
P/YY PROIFC
1-94 ST. CPCIX
1022
SCALE. FT. GRID FACTOR
FEDEEWAL PH
EGO
-END RELOCATION ORDER
STAY 215-00
PT70,, PT 102
APPROX. 514.43' NORTH AND
528.89'
SIC 1 79,D7 pi 7,�
EAST OF THE NORTH OUARTER
( N/4
CORNER
OF SECTION 34, T 29 N: R
19 W
Y 423900.68
LfNE
CAUTION
77.
-T_
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
ONLY.DEEDS MUST BE CHECKED
e
_110—DETERMINE PROPERTY BOUNDARIES
NOTE: 'BEARING CONVERSION AND GRID CONVERSION'
PLAT HEARINGS ARE ORIENTATED TO THE WISCONSIN
COORDINATE SYSTEM (CENTRAL ZONE) WITH 0 DEGREES
0 MINUTES 0 SECONDS BEING GRID NORTH. PLAT
CLRVE 102
DISTANCES ARE GROUND LENGTHS AND CAN BE CONVERTED
NSTA 208`3710
TO GRID LENGTHS BY MULTIPLYING DISTANCES BY
0.999905
Y 423914 413
A 13,17 02
D 01;30 00"
CURVE 706
R 3 19,72
T 444,79
L 885,59
D
01�374
PANG N I TABLE
EEECONTROLT-ED A,=CCE_9SS="
E 25,81
R
T
M723"'
284.88
NO,
—
BEARING DISTANCE
ACCESS COUTROLLED BY C A PROJECT 720a-02�6E
L
568.6 3
11 S
53'23'44'#
136�81
'T
FOR 5 T 1 3$
E
11.03
12 S
84'00'33-#
93.96
13 IT
70*301,54,K
160,33
wW
STATION
OFFSET
POINT TABLE
14 S
01*39'02'N
93�47
z
POINT
UIH 1-94
OFFSET
[=CCNNTIl=0I_L=EDAC=CE9S*
ACCESS CONTROLLED BY RIGHT OF WAY PLAT
Y40,
STATION
DISTANCE
X COORDS
Y COORDS
C 102
3 D, 1-14-It2M FOR WTEPATATE FMHWlY
2C1.9
z
��94 PURSUANT TO SECTIV4 14.25
W=OHVM STATUTES
8835
195•52.315
17%799
LEFT
1276089.844
423818852
A
P-704
"203-78.977
179-063
LEFT
1276897.729
423993.390
PT704
212•T4,411
177.662
LEFT
1277827,815
424082.935
7075
195�<40.056
156,971
RIGHT
3276147.853
423488,945
PC706
203-79.489
155.937
RIGHT
1276968,465
423665.975
PC705
203+M489
155,937
RIGHT
1276968.465
423665.975
7262
206•MOOG
156.324
RIGHT
1277176,80
423704,744
7263
207�5q.000
230.c00
RIGHT
1277328,001
7264
208a50.000
230.000
RIGHT
127742.1.455
PT706
209•711849
156.929
RIGHT
1277531.275
':423742.650
PT705
212.74,001
157.338
RIGHT'
1277820.845
'423748,040
ww
Ok AT C14
4.8
lzlE 'A.E: DCI;CC, =2022I-1022A906
k022-02-21 4,a
R
ATE R/W PROJECT NUMBER
STAT IlCN A, CFFSET FOINT T40LE FCR EIR-�KKF RD,f 1. ROUTE COUNTY DATE SHEET
POINT -RAKKW RD, CRFSE T 1022-02-2P _11USER
NG. STA7 1 CH C) I s T �4 c c X CCRDS Y CECRDS ci 7-3--A N_ 1-94 ST. CRCI - X 3 D FEDERAL PROJECT NUMBER
STATICN & CT,-S,-T POINT TA2LE FCR UIH 12
7250 14-53�801 50�000 L. _-F I 1275421�841 424a72�900 SCALEw.. FT. GRID FACTOR 4,9
poiNT USH 12 CFFS-T, PC712 14,31�671 181.744 LE, T 1275357.116 424938,505 x 0 2CO -
NO 57ATICN D 1 ST_rO Y CCCRD, x coCRcUs - PT712 15-92.531 13%971 LEFT 1275454�123 425003,377 0.999905
7249 15-70,475 75.000 LEFT 1275486,892 424946.897 -
7237 347 - 6 5 .00140000 LEFT 1274835.258 424690.491
7238 348-20.000 160.000 LEFT 1274823.596 424747.835 8012 16�96,032 77.E07 LEFT 1275569,136 425036.923
7239 348,20.000 245.000 LEFT 127439,535 424760.380 8011 19-68.000, 29.055 RIGHT 1275847.470 425125.839
7240 350,79"809 329.100 L F 7 1274814,233 425063.932 7247 16-05.584 33 , 928 RIGHT 1275591.437 424891,115
7241 351,04,326 132.516 LCFT 1274891,032 425021,766 7246 15.00,023 192, 9 5 3 RIGHT 127ISSG,15o 424686,203 kj
'"R, I- CH CAUTION
7242 351,52.390 121,091 LEFT 1274907.763 425066.593 72S. 8 �14�6 1.239 160�513 RIGHT 1275519,4�0 424686.207 CURVE 13T CURVE 220
7267 :14-72.417 77,201,RICHT 1275495.2?2 424T67,314
7205 347�45.104 142,039 LERT 1274S30,305 424671,116 P6STA8 67.E6 THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
7206 347.30.000 244.704 LEFT 1274726,545 424671.331 7266 14.26,762 52.592 RIGHT 1275435,883 424767,795 1275r, 311 ONLY. DEEDS MUST BE CHECKED
7270 351,01,637 90.742 RIGHT 1275112,184 424991,157 7271 15-10,718 203,3T2 RIGHT 1275606,148 424686.203 4251a2.S,71 A24733,66Z TO DETERMINE PROPERTY BOUNDARIES
7269 34 9 • 8 1 , 336 127,099 RIGHT 1275131.335 424865.017 7272 16 . 12.651 59.471 PTCHT 1275611.2031 424882.106 A 32'07'37" A 3427°10'
A -I D '03'44"
7251 349-85,4�7 285�821 RIGHT 1275410,140 424886.042 7273 19�54.706 53,05T RIGHT 1275846.753 425098,052 L\ 37 12 D 22 '55 '06
20 R 475.00 R 250,00
7265 348,44,467 218,396 RIGHT 1275201,423 424716.186 7276 14.14.568 252.107 LEFT 1275327.373 425052°574 T 136,77 T, 77,51
341S'34�691 4686,199 7277 16�28.934 359,431 LEFT 12F5318.514 425182,180
7218 RIGHT i275200�644 42 Z' 150,33
222.052 L 266�34 L
7207 348-16.178 232.013 RIGHT 1275210,714 4246BG.ISS 7278 17^09.6;2 270.645 LEFT 1275438,476 425179,647 p.L.
E 11,74
P,L,
7208 347.16,556 240,707 RIGHT 1275204,609 424586.395 TITS 16 88;7S9 LEFT 1275446,6131 425069.26R
7209 34S-68.910 146,959 RIGHT 1275091,6B3 42445G,647 CURVE LG NOTE�"BEARING CONVERSION AND GRID
T HIP (GAS T IT
7275 362,04.776 90A00 RICH 1275154�722 426IG2.794 At STA. 14-50.00 CONVERSION' PLAT BEARINGS ARE
7274 351-66°704 104,452 RIGHT 1275133.510 425056.453 q T L 1275143�441 'ORIENTED TO THE WISCONSIN
1275088.15,1 426104,647 ILC,'
5057 362�05,279 23�403 RIGHT 'e
A 48-00�6'6- COORDINATE, SYSTEM (CENTRAL
1 7252 362-04.927 70,000 RIGHT 1275134,731 426103,351 C.S,M, -22 ZONE) WITH 0 DEGREES 0 MINUTES
724*8 347-9B.463 113327 RIGHT 1275090.726 4246?1 1:1 D 16 13"
I �Ck_ S� PG. 2220 R 350,00 0 SECONDS BEING GRID NORTH. PLAT
15, 1 0
PIL� P�L, CRVEWAY
1`013 34T-67,069 116,496 RIGHT, 127S089,226 4246 7 LE. 1
�":G 2 p DISTANCES ARE GROUND
8822 365«10.821 105.852 LEFT 1274971"211 426712.626 14 293.22 , LENGTHS
\ " 195 0.!B Af_'\� 33 12 AND CAN BE Ca GRID
805B 368,10"286 24.147 RSCHT 1275101,160 426709.457
N "I 591 1 ENGT FiS BY MULTIPLYING
-0;'Za Sc
7237 347«65,000 140.000 LEFT 1274835,258 424690.491 cu� 1 230 N .1 1 11 1 �1, a -, ",
7238 348-20,000 160.000 LEFT 1274823�596 424747,835 0 DISTANCES BY O�S99905�
PISTA, 2�ZL13 1 20
7239 34B.20,000 245,000 LrFT 1274739,535 424760.350 3:,
T292 346-20,000 160,000 LEFT 127,4823,596 42AT47,835
IV3,.515 Z
348.20.000 245000 LEFT 1274739,535 424760,380 A 3324'58"
7293
G 7294 350-39�456 97.7BI RIGHT 1275110.89T 42-192T,685 C.S.M.CL� 10� PG. 2932
ft 381,97
OM
114,66ti
L 222.77 CURV 0 E
1-11, 1 ; CURVE 212
07'4� IRSTA, 350-EO,29 SEE SHEET 4. 10,
A
Y l"S54,591
T3310C - Pa �;� � .1
RYAN DRIVE T 4a�la z FOR DETAIL 0 F:`23
A, 15-ovoo-
PARCEL, 16�
3BI .97
_�_2 2 15,00,001,
- L_ - Q11
- - I I
12P.Hz - T I, T 50�29
1 , OC136 106
7T6-1-46- CFL_sS CON-MOLLED ACCESS Ay 07 19 NORTH AMERGAN L 100�00
SLPpE12,94J7 Y� E 3.30
Acuss co"Rotuo BY R�Gmr,o:,WAY'FLAT CRIVENAY' D 01`30'00- J, ' I . - - 1 11
NTE S� TE RG4 R 3819�72 E (CATV� 'On U, r
WAY PAOHECT 0 A � VD F" FCA 35
V14 PUgIUANT TO SE 7 Z44 �55
STITUTES [!IT ILG
ACCESS CONTROLLED BY CU .43 u B,
EP 17 L 48 Q'IL
COVSNANT RECORDED IN E �82 3:
NSP D EC A. I
_VCL-579- PG, OAS VE
46.63
NSP =S 1 01 SIGNaA AN (421
s Cro 111253 77 P V� S 032942A'
tom'- - - - - - 10 310 co 02u, 0
SWI
USH 12 A CTH U 4TT
370 A_� 350 YUP 345
365 3so sic PC PTICI � R <o
N 02*02'43 19 ---T 347'05 110.1
-0-,, -E - 557.6� X 0-06 jqlpr,::� Rl JAP
N 02'02*43-E -1481-4 _NkP (GAS I I
-AR�NG r_Fl 43-W 68,
7-FETRING C STANCE NO BF DISTANCE .,Mlltl M; -�'ft I -
02.0; C
502 75
0 l'TlIMT-T
AMERITECH SIGN
15 N ll'Z9'43"W 58.52 39 N 08'17'58"E 90.2171
00
16 N 81'30'44"W 85,00 40 5 03'30'01"W Y7�
C
1 17 5 89'28"59"E 197.93 41 N 89'59'55"E 50.00 ACCESS CCNTPOLLED BY & I / -
IS N 20'28°03"E 47,85 42 S 03'26'49"W 10OX0 COVCNANT rrCCPCCD IN. 7 Ns� (GAS
D
2 S 88'24'20"F 152,84 43 '29'59"W VCL,5 PG,4� 0 N 86 65.00 7
S 88*1334"E 21 96.36 46 N 03*54'36'W 129.92
150,37T28 4
22 S 01'29'16"'K 47 S BR-47'27'E 120,00
23 N 29*14'49"W 132.51 AS S 04'13'31"E 110,69
x
24 S 30*07'19"E 65,30 55 S 88-13'34"E 46,78 I VE n8
PISTA.342-74.lq3
T.L,� N
25 N 42*24w49 E 121.95 56 N 74-04°15"E 223,80 lz?4iDI'lll I?
26 N 89'59'49"N- 36.73 57 S 7512°35"E 126.72 A 1' DRIVEWAY T 4?415� ii',z
AN 7 w
A 06,28 45
�64 CURVE W 2� N 16'35'I1`W 84 58 S 01'28'41"N 27�80 . ..... - -_ , - 1 11 1 1 11 0 0 Z45'00
23 N 89-32100'ff FH ST4,, 351-46,11 R 39,44
u� 1 230
c,
59.4c 59 69,59�59"N 20�00 W T 4 3 2 40
30 S 89'59'55'�w 109,93 60 S 01'26"41"W 120.00 z
38 N 89 52'53 'N 103.77 61 N 66.73 Y L 863. 39
A 19'08'41" E 12.23
62 IA 01'26'41"E 120.00 20-57'1?"
70 S 87'57'17'E 3%01 i P R273,43
T 46.11
73 S 01°0941"H 63,49
74 5 18°0346"� 65,92
75 S 83'00'2Z"E 158,84 L P.L.
C6 N 78-25"18"E 135.65
77 S 02'43"27"W 31.55
1..F: .0117D6
I022-02-21 4,9
m
o
M
>
m
CURVE 212
P1 STA. 3'O-5029
1275294 711
D 25100100
R 331,97
T 50,29
L 100.00
Pt X
350
CURVE 213
MSTA. 3S1.46,11
11,115272 lsH
A 19'08'41"
D 20*57'27"
R 2T343
f 46.11
L 91.36
E
PZVtSG.4 DATE
ROUTE
COUNTY
RATE
R/W PRO�IECT NUI
1-94
—
ST, CRODI
nn.oy
1022-02-21
FEDERAL PROJECT
SCALE,F%
GRIP FACTOR
0
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335.68,521
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x
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34-03'50"
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1274916.496,
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82 25'05'
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127509Z.641
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424472,326
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1275072.Ta6
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6533
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424047,445`
CURVE 219
PISTA, 3�7*92.40
X :
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A 4 4 '4 2' 16"
D 3 B I 11 "50
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T 61.68
L 117,04
E 12.29
341.53.59T
149,073R
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X
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424274,779
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333 8521
11,659R
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87-59'29'
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x 12t4883,057
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423477,952
7109,
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84-03 50'
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x 1274rA16
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424274
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I VON
T,V F309 346-52.512 30 799L N 81-54 `39-' 0 x 1274926,803 Y 4245,62,898 THIS PLAT IS FOR ILLUSTRATIVE PURPOSES
5021 347,91.895 69,327R S 81 30'44` E x 1275046.242 Y 42468C�.195 ONLY. DEEDS MUST BE CHECKED
7218 343114.691 222052R S 81-3044" E x 1275200.6" Y 4246P6.JC9 TO DETERMINE PROPERTY BOUNDARIES
611 7299 3-17,41.416 195266R S 81 30'44- E x 1275163.340 Y 424617686
4'47"W 731E 346.34"275 134, 02OR S 82-02'51" E x 2275037.467 Y 424521"960
7319 345-83.732 13-251R S 52-25'36' E x 1275078,01,5 Y 424473.P28 f.
11309 346,52,512 30.799L N 81-54'3S" W x 1274926.8,13 Y 424562.890
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5�GN 106 A�
6,9.
NOTE: "BEARING CONVERSION AND GRID
T9fNvo T.L.E. S.9 Es Y
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Z > 0 SECOND$ BEING GRID NORTWPLAT
r.DISTANCES ARE GROUND LENGTHS
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N 02'02'437F SECTZON N 02*0'243'-E 96.911
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NOTE: SEE
SHEET 4.9 FOR ORIGINAL TRAVERSE
LINES
BE -RING A DISTANCE TASLE
.................... Z.. � ......
AND
OVERALL LOCATION OF PARCEL 16,
E`Allrj�
N,
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73 -
7a�017 S 28-34'03' 0
THIS IS A
DETAIL FOR PARCEL 16 ONLY. IT REFLECTS
79 122,160 S 38-24'01' W
REVISIONS MADE AFTER THE INITIAL TRAVERSES
WERE DONE.
80 49,742 S 10-57 14" 4
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