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!:DPX OF SH---TS STATE OF WISCONSIN
Sh,,! Nn• I %tIe I
SI,06, No. T'O'Cal Sec -ices Ono 0610IIS DEPARTMENT ROF TRANSPORTATION
Sheet No, rvncte of Cuc,,-ities
S,-ee, No. U,,sceilcnecus cv--n%%e5
spee., NO. Rjqn-, of WAY PLOT PLAN OF PROPOSED IMPROVEMENT
sneet No. Pic, and Prof,10
sroet No. S-c1CCd ceiail 010aing5 I'll U D 11053 0" N EAU CLAIRE ROAD
S"" NO. 5,Cn PICTes
Sheer No. strvc%le RIOTS
Smee- No. CcFCLte, Eor-m-or', Dc-O STH 35 INTERCHANGE & USH 12/CTH U INTERCHANGE
sneeT NO. Cross Sect,,cns INT 94
TOTAL SHEETS -
BEGIN PROJECT
STA. 137-91.4E
Y 423,728.67
X 1,270,375.91
DESIGN DESIGNATION IH94 STH 35 USH L2
AX�%
7997
= 38.000
10.950
6400
A.O.T.
2017
= 63.000
2B.800
9.650
O,H.v,
2017
6.700
3.050
L025
0.
60140
60/40
60140
T.
2213,
42.7%
25.4:
DESIGN SPEED
70 MPH
65 MPH
so upli
ESALS
,
N/A
N/A
N/A
ce-uc-
.E. IH
CONVENTIONAL SIONS
COJNTr LN-
CCWBUSTIALE FLuO)S
--CAUT'0,4—
�N
Co"CRATEIMTS
:Z�
PROPERTY Lwt
—t
Q-ER' PCUP0 UT,'IfTES
LOT LN'
CAS
— a —
LAATED EASEMENT
ELECTRIC
— E —
EXISTIAC RnAT Of RLT
— — —
TELEPHONE OR TELEGRAPH
— T —
PROPO
SERCE PEDESTAL,
SURVEY LRIE
CABLE ARKER
PC -ER ROLE
SLOPE ITEICEPT
TELEPnCNC POLE
CRI-NIL CAOaNC
WIRS. CA POIX pk"F"E
EAST.O C'�IYERT
PRtO.ICS;ro CPu,.p..v�E7T
M ,
C=E�-
of,l
CU�VSRT IPr* V,ewl
M� affli Ki 0 � 1
STATE PROJECT NUMBER
O
PSER .......
SwE : -------
'gal
PARK
A
CN04
12
LAYOUT
0 1 MI.
SC1L- �
---wmmw(Cmm '
TOTAL NET LENGTH OF CENTERLINE -- L574 MJ
q
am
STATE PROJECT FEDERAL PROJECT
RO�EC7 I CCN7R-CT
F--7p`--Sc7 — 11 �CD-m-CT
ROJECT 1022-02-71
221-00 E.B. !H 94
COORDINATES ON THIS ALAN ARE REFERENCED TO THE
WISCONS:N COORDINATE SYST=hd. CENTR4L --'.N'=-.
STATE OF
DEPARTMENT OF
WISCONS!N
TRANSPORTATION
PREPARED By
S,r�,Ar.
SCOTT W-ES
D"igNP, TNdJ1S P, LACERSOA
Dist',v
SCOTT JvES
Di 1,0
JEFFREY KERN
P,A4. C, Ei — --------
IYTE —0STACW
C4. C.ANn
APPROVED FOR DISTRICT
OFFICE
SAM2
kUTHCRtZZZ POP CENTRAL OF7ICE MESI-'
a
END PROJECT 1OZZ-02-71
SW RAVP
RAMP
OLD INTERCHANGE
WE/
V
CTH NA
CTH N
7 LrNVRTZ
END RECONSTRUCT
BEGIN 1.5 MILE RESURFACE
STA. 36B-00 k USH 12/CTH U BK-
STA. 30-12.39 t USH 12 AH.
I
Nc'RAMP
NOT: PROJECT 7200-04-71
FTROM STA, 603-00 STH IS
SOUTH TO RIVER FALLS
CONCURRENTLY By OTHERS
PROJECT OVERVIEW
LINT 94/STH 35,USH 12 ST. CROIX
SCALE
0 400 Soo 1200 1600
FEET
230 lH94
TO MENOMONIE
EAU HAIRE
REMOVE EXIST. SIGN BRIDGE 5-55-4
AND INSTALL AS S-55-19
900
SIGN BRIDG.- S-55-19
E --T XIS REMOVE CONC"-
FLUME.,,
J.
COWKTi
37-91.46
REMOVE CONC. FLUME
rAW CUT REOD.
STA. 126-00 - S7A. -91-A61- 117�74' LT.-
0
WELIM&M
;22-02-71
MAINLINE DH 94
SIGN
7-71
i BRIDGE
55-21
SAW CUT REO'D. STA,1137-69,168
TO'STA. 143-75,,35RT.
REMOVE EXIST. RAI I SED PAV'T. MARKERS
T PN CONC. PAWT . TO REMAIN
SLOPE INTERCER-T,
EXIST. SIGN— (TYPICAL
BRIDGE 5-55-5
TO BE REMOVED
;H
- ---------
---- --- -- -
-------
7
7
:Sao
880
7,
F HE
8 70
870
XISTING
----- - - ----
7--
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v
860
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850
3150.0
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942
840
840
Fn
130
1
2
3
4
13h
6
7 9 9 40
2
TO
I I A
PAYING E.S.
STA. 144-100
PC213
619-06,21
CONS. MEDIAN
BARRIER,
SEE DETAIL SHEET
gm
N
STA. :55.42 E,B. 1H 94
STA. 155.30 W.P. IH 94
];-MCVP STRUCTURE B-55-29 REMOVE STRUCTU L
3 SPAN CONCR'EiE SLAB 3 SPAN CONCRETE SL*
-CBLl-,--RAT7 OLD 125' OV�RALLLENGTH 125' OVERALL LENGTH
42.3' CVEPALL WIDTH 41�5' OVERALL WIDTH
PT 148-43249
�,AZ 179`56-25
PT art.°pC9.as EXIST. R,W
)6,PC107
7-71- �-1 --
-----
- - - - - - --- - -
A, I
REMOVE CONS.
lf� ! /��Pgo'�.. '~.. \. ��!-,�.' _�'� OBLITERATE, OLD ROAD
A
---- -------
77
7
.01W.B. IH94 . . . ....
:55' 148 -PEO'-D
'RE�STRESSED---
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MAINLINE N 94
ST. CROTXJ
— — — — — — — — — — — — — — — 77 — — — — — — — — — — — --- — — — — — — — — --
i '
- - - - - - - - - - - - -
ZSION BR;DCrE, S-55-22
\�-SLOPE INTERCEPT (TYP,I
FXIST- RlW
SIGN BRI
Q7
BENCH MARKS
FNo.--T-s—TA-T-,ON-
DESCRIPTION
V
ELEV.
I L 5529
� 154-90
_
1 D.O.T. CAP IN�W
[ E"B. IH 94 OVEP-
ABUT,
STH 35
B-55-29
35' RT.
883.56
ME
Z - - DONORS 7 t -U i HUE
-------- U> :7
a,
-- -
CLEAR-w:
-2
:E.B-& W-,64-
------ -
--STA. 1 .7 1 -93, -�
SKEW: 6 �37 �-RHr,
Z-APFROXJMATELYi SAM. AS-!
1-30-R;C; STORM
900
900
7
EXISTING INS 'PROF! 7=77--
7
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=777
-71
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7.
7
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880
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t 5 iORM
1� 18 R.C. STORM
SEWER
.STA 9.8
SEWER
ST 4, 144.00 .B.
c 1;AE'W REO'O•
1-3 STORM SEWER
R�L
2 -A=O:RBO'D�870
870
1-24-- R-.C., ST RM
EWER
2-2 --ELSOWS-PBO'D.
2-15" ELBOWS
0
0
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-1
In
860:
1 A W REOID,
-------
SEWER — ......
>
... ...
7
>
S5 C,
3150.0 VC
- STA, 155-29.8
1000.6 VC
LocK
1-301, P-C.C.p-REO"O.-
433:
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- 942
SKEW 5- LHP
850
----- - ---- -
4
1YSA 7 8 9 1;0 i
4
1 P
6
7 8
4 17n 1 _2
/ OBLIT'ERATEl,.,"%'
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t p®
175
IH 94
E.B. IH 94
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PI ST.A 190-75.108
Y 423`64,195
X 1275777.020
DELTA- - 14-07'08"
Q 01.30'O0"
T 473.025
L °"1.257
R- 3819.719
PC STA-186.62.083 ..
PT STA... 195.43.340
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-
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MAINLINE IH 94
r u, cz .-. u ✓ S,. ..-',,... v` BENCH MARKS °t
NR. TATr N DESCRIPTION ELEv.
5530 163.56 D.P T GAP IN SE ABUT B 30 954.16
970
l
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FINI SHED PROFILE E.B.
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ST4RIA
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nr, 9-2-98 leo PPIH9 Qd.t
PI STA 208-37.296
Y 423554,639
X 1277504,722
DELTA- - 13-27'02'*
D. 01-30,00",
T+ 444.791
L- 885.594
R- 3819.719
PC STA 203-92.505
PT STA 212-78.099
— — — — — — — — — — — —
— — — — — — — — — —
225
OVERHEAD SIGN-/
01--- - T
-1C
CONC. CURB P& CUTTER.
36% TYPE D PEO°D.
STA. 205.50 TO STA. 210.25, E.ZRT.
�m
sm
1-Zw
SLOPE INTERCEPT (TYP,l
7. 77 -------
970
5TA21-0-76
W.B.
.-�STORM SEWER
,AZ'?
-2 AW R-O'D.
--7-
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800 O VC:
628
940
4
20S
6
7
9 9
210
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3 4
2 15
A 7
8 9 220
— — — — — — — — — — — — --- — ------ — —
- - - - - - - - - - - - -
KJATNLTNE lH 94
It
06.10220201 : PPlH94D.DCN 9-2-98 lea PPIH940C,i
960
950
940
930
920
910
960
950
940
930
920
slo
900
1010
-0 70%,
O
1600.0 vc
800
275
6
STAT� PR_,E�T S-7
PI STA 130-51.04E
Y 423B83,142 1022-02-71 EE=
X 1269759.660
DEL7A- - 44-56'13 RAMP A
D• 06-45*00"
T- 351.048 SLOP--- INTERCEPT (TYP.) ST. CROix
L� 665�732
R= 848.526 ,
PC STA 127.OMOO
PT STA 133-65.732
CONC. MEDIAN BARRIER
SEE DETAIL SHEET
S'l
SIGN BRIDGE
Z
30 RAMP A
'RAMP Di
9-2-96 lec, PP,51MPAC"
PI STA 2642-84.458 771 1022-02-71
Y 424423.919
X 1269654.E96 RAMP
DELTA- - 'N
D-• 19-05-55" 4 ST. CROix
T- 984456
L
R. 300.000 CC C MEEDIAN. BARRIER
PC STA 2633-00.000 S E ETAIL,
PT STA 2640-65.000 S6
"'SIGN BRIDGE
PI STA 2641-46.044 r .,err d *Er9a SLOPE INTERCEPT �TYP �7
Y 423865.533
X 1270574.370
HLTA- - 17-41'16" — — — — — — — — —
D. 11-00,00-
T- 81.044
L- 160.798
R- 520.871
PC STA 2640-65.000
PT STA 2642.25.798
Y 423846368
X 1270748.690 7�
DELTA- - 10-42'25"
PI STA 2643-23.419
D- 05-30'00"
T• 9T.621
L- 194.674
R- 1041.741
PC STA 2642 TA 2644 -25.798
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930
910
06.10220201:PP35RMPSXGN 9,2-98 lec pp351wp86.'
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RAMP c
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SLOPE !N77-RCEPT (TYP.)
V-� --- - - - - - - - - - -
N
PI STA 145-26.215
Y 423695.678
X 1271229.296 10 n
SIGN BRIDGE S-55-2E
DELTA- - 90-17'39"
D. 04-00,00"
T- 1439.770
L- 2257.357
R- 1432 394
PC STA i 3 0 - 8 6. 4 4 B
T STA 15 3 - 4 3 .805
SIGN 'BRIDGE
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ST. CROIXI
0&-1022Q201:PP35RWP1,DCN 9-2-98 leo
B-55-146
CcNc. MEDIAN BXRRHR,
ETAIL SH-E
SEE 0 -T
—
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10�2 2-02-7�1��
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STCROIX
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248-43.249 Y,
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OBLITERATE
OLD ROAD
NEW
PI STA 1489 , 956
Y 423668.212
X 127139.565
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0 T- 506.692
L816.736
-
R- 545,674
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PT STA 152.00,000
OBLITERATE
�OLD ROAD:
9-2-9B tea FP,5RMPDa,
PI STA 595.02.833
Y 421062.045
X 1271206.875 w
DELTA- 03-16'37 , ..
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L• 1310.602
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PC S7A 588.47.253"
PT STA 601.58.055
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Pi STA 615-95.774
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DELTA- - 05-02'44"
PC STA 610-9W.893
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PT STA 621-00.003
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STH 35 VARIABLE MEDIAN DATA TABLE
STATION ON
OFFSET DISTANCE
STATION OF
BASE
ALIGN
BASELINE
TO ALIGNMENT
INTERSECTION
.........
____
A101
_____
A104
_._------
610.00.000
... ,, .._._..m______
54.000
LEFT
610.00.000
AIOI
A104
610-39.599
54.a00
LEFT
610.39.599 PC
A101
A104
610.50.000
53.998
LEFT
610.50.000
A361
A104
611.00„000
53.917
LEFT
6i0.99.957
A101
A104
611.42,428
53.65E
LEFT
611-42.187 PT
A101
A104
611.50.000
53.585
LEFT
611-49.724
AIO1
A104
612.00.000
52.997
LEFT
611.99.495
A101
A104
612-50.000
52.192
LEFT
612.49.272
AJOI
A104
613.00.000
51.169
LEFT
612.39.057
Alal
A104
613^50.000
49.929
LEFT
613.48.851
AIOI
A104
614.00.000
48.471
LEFT
613-98.656
ASO1
A104
614.50.000
46.T96
LEFT
614.48.478
ASOI
A104
614^68.000
46.140
LEFT
614.66.417
A101
A104
614.75.000
45.877
LEFT
614.73.394
A101
A104
615.00.000
44.903
LEFT
614.98.324
AIOI
A104
615.50.000
42.792
LEFT
615.48.168
AIOI
A104
616.00.000
40.462
LEFT
615.98.040
A101
A104
616.50.000
37.915
LEFT
616.47.934
AIO1
A104
617-00.000
35.146
LEFT
616•97„852
A161
A104
617.50.000
32.163
LEFT
617.47„794
A101.
A104
61B•00.000
28„958
LEFT
617.97.764
A101
A104
618.50.000
25.534
LEFT
618.47.762
A101
A104
619.00.000
21.890
LEFT
61B-97.791
A101
A104
629.08.407
21.256
LEFT
619.06.207 PC
A101
A104
619-50.000
18.445
LEFT
619.47.823
A101
A104
620.00.000
15.975
LEFT
619.97.810
A101
A104
620.50^000
14,494
LEFT
620-47.767
AIOl
A104
621„00.000
14.000
LEFT
620.97.708 PCC
A101
A104
621.50.000
14.000
LEFT
621.47.373
A101
A104
622.00.000
14.000
LEFT
621.97^017
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PI STA 621«52.09�
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PC STA 619-06.207
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PS STA 625^51.046
Pi
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Y
423808.091
Y 4241.03,�15
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424844,364
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1271257.105
X 1271199 378
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1270813,124
DELTA-
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DELTA• - 16-30'00"
DELTA-
- 105-26'06"
D-
02-45'00"
D. 05-30.oq-
D.
11-00'00"
T-
150.260
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684.182
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958.506
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2083.483
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520.871
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PC
STA 621.OM03
PC STA 624.0D,003
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DELTA-
T A- - 48-00'00"
D. 1 6-22'13'
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R- 35M00
PC STA 12-94.170
P7 STA 15-67.385
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STA. 20.45
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DELTA- - 32-07'37"
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R- 475.000
PC STA 17-76.509
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T. CROIX I
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PI
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424712.649
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1275716.058
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176.321
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END CONSTRUCTION
MATCH EXTS71NG
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PI STA 12-21.092
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DELTA- - 33-19'27"
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P� STA 11-46.269
PT STA 12-91.673
OBLITERATE OLD ROAD