HomeMy WebLinkAbout1997 8939-03-72 .pdfu0
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0
CIL'
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1
INDEX OF SHEETS
Sheet
No
I'Ve
Shee
No,
Typiczl Sec Pions end Detols
Sheet
No,
Estimate of Q-'cntities
Sheet
No.
viscec"O.s Qvc'NtBs
Sheet
Na.
Riot—.f—way Plot
Sheet
No
Plc, cad Profile
S"et
No.
Stendud Deh:4 Dmwings
Sheet
No,
Sign Fhotes
Sheet
No,
stmctl"e PIC'ns
Sheet
No.
Colrpuh» Earthwork D,h,
Sheet
No.
Crass —Sections
TOTAL SHEETS =
A.O.T.
0991) 1,220
A.D.T. (2014) = l'aco
D H V (2014) = 6,72
D, (%) = 60-40
T. (% OF AZ T,) 8.4-
V. 45 MP,H.
ESALS 233,600
CONVENTIONAL SIGNS
CCUNTY LINE ---- ---- COMBUSTIBLE FLUIDS
TS (UNDER PRESSURE) -T'4mlel
CORPCRATE UVI
Z-1ZZL1�1-1ZZZZZ UNDERGROUND UTILITIES i/TV
PRCPERTY LINE GAS --G—
LOT UNE ELECTRIC--E—
UVT-,D HIGHWAY EASEMENT TELEPHONE
EXISTING RIGHT OF WAY SERVICE PEDESTAL
NEW RIGHT OF WAY CABLE MARKER
REFERENCE LINE POWER POLE LJ
SLOPE INTERCEPT TELEPHONE POLE
GRCNAI. GROUND --- — ----------- RAILROADS
MARSH OR ROCK PEOPLE MARSH
CULVERT IN PLACE
WCCDED AREA
CULVERT REQUIRED STATION EQUATION U TATION
rAnDN
CULVrRT RECURED (Profile}
S'Tb%TIE OF Ifflec(ONSW
DEP&RTMENT OF TRMSPORT&TPON
I
-no. i'd-4;
Ic I 0101313HOU-41
C.T.H. I
ST CROIX COUNTY
L F--
--STATE PPC.ECT NU4SER
LAYOUT
SCALP
--munc:110�
TOTAL NET LENGTH OF CEN—,,RL!r,E = 7.201 Mi. RURAL
STATE PROJECT
COORDINATES SHOW4 ARE REFERENCED TO THE
WISCONSIN COORDINATE SYS-,M CENTRAL ZONE
FOR [DEN IfFICATION ONLY.
S\
FEDERAL PROJECT
PROJECT CONTRACT
STIR 08370)
-,v
ACCEPTED FOR
ST. CROIX CCUN�i
DAME N(V4Ah96, AND nF,_1
ORIGIN 4,90MS77EFARED BY
f t 4
ell I
SZZ�ZV 7
STATE OF YASCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
S,,-eyo, -LEQLqLUO!p_
Designer CEDAR CORP
Pco't E.,, LN�DY WARNER
oiohict &,"� CORD UNDALL
I FILENAME: CTT',ITTLDWG I DATE I
S'Tb%TIE OF Ifflec(ONSW
DEP&RTMENT OF TRMSPORT&TPON
I
-no. i'd-4;
Ic I 0101313HOU-41
C.T.H. I
ST CROIX COUNTY
L F--
--STATE PPC.ECT NU4SER
LAYOUT
SCALP
--munc:110�
TOTAL NET LENGTH OF CEN—,,RL!r,E = 7.201 Mi. RURAL
STATE PROJECT
COORDINATES SHOW4 ARE REFERENCED TO THE
WISCONSIN COORDINATE SYS-,M CENTRAL ZONE
FOR [DEN IfFICATION ONLY.
S\
FEDERAL PROJECT
PROJECT CONTRACT
STIR 08370)
-,v
ACCEPTED FOR
ST. CROIX CCUN�i
DAME N(V4Ah96, AND nF,_1
ORIGIN 4,90MS77EFARED BY
f t 4
ell I
SZZ�ZV 7
STATE OF YASCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
S,,-eyo, -LEQLqLUO!p_
Designer CEDAR CORP
Pco't E.,, LN�DY WARNER
oiohict &,"� CORD UNDALL
I FILENAME: CTT',ITTLDWG I DATE I
N
AVONERAGE DAILY TRAFFIC
R EGIN ABRUPT
BACK
BACK OF SOEWALX
BITUMINOUS
C/L
CONCENTER LINTROL CABE INET
COMMERCIAL ENTRANCE
CENTRAL ANGLE OR DELI
CONCRETE
CONSTRUCTION
COUNTY
COUNTY TRUNK HIGHWAY
CU. YD. CUBIC -YARD --
EAST OR EAST PROXCT COORDINATE
ELECTRIUND CAL LINE
ASTBO
EXCAVATION BELOW SUBGRACE
LE TRICAL
ar S-Ev' HCATION
ELECTRICAL POLE
;F ENST
I FRONINT G OF SIDEWALK
L66M
OR UN. FT. LINEAR FgCURVE) T
LEFT
MAXIMUM
MANHOLE
MILE
or MA M.A.T,C.H.-UNE
PROXCT COORDINATE
POWER
P.B. PULL Box
POINT OF CURVATURE
PONT OF INTERSECTION
POINT OF TANGENCY
In
mtlzgaj�
SEINER
OR SOUTHWEST
!Y UNITED EASEMENT
IED EXCAVATION
'ATES GEOLOGICAL SURVEY
MAY
CURVE (LENGTH)
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENCY
m@3ffwl=m�!j
PAC
F. . . . . . . .
. . . JE CRIPT1 N
S.D.D.
80 1-12
CONCRETE CURB, CONCRETE CURB & GUTTER AND PAVEMENT TIES
S.D.D.
804-3
CONCRETE SURFACE BRAIN & ASPHALTIC FLUME
S.D.D.
8E8-2
TYPICAL INSTALATION OF EROSION BALES
S.DZ.
BEEI-4
SILT FENCE
SDZ.
BFI-11
APRON ENDWALLS FOR CULVERT PIPE
S.D.D.
9AI-10a
AT -GRADE SIDE ROAD INTERSECTON TYPES -91- -B2' 'C' AND 'D* AND PASSNG LANE
S.D.D.
14615-2a
CLASS*A' STEEL PLATE BEAM GUARD. INSTALLATION WELEUENTS
S.D.D.
14818-2a
CLASS 'A' STEEL PLATE BEAM GUARD (AT BRIDGES, OBSTACLES AND SOEROADS/CRIVEWAYS)
S.D.D.
I4BN9-2a,b.c,d
CLASS'A' STEEL PLATE BEAM GUARD, END TERMINAL WITH ANCHORAGE TYPE 3
S.D.D.
14620-3a
STEa 7HRIE BEAM STRUCTURE APPROACH
STEEL THRIE BEAM STRUCTURE APPROACH, CONNECTION TO BRIDGE FAILING TYPES *F' AND "K*
S.R.D.
S.D.D.
14820-3d
15C2- 3
BARRICADES AND Sl(NS FOR ROAD CLOSURES
MR
m
0
5' RCUNMNG
ORIGINAL -
GROUND CRUSHED AGGREGATE. POINT REFERENCED
BASE COURSE SHOULDER TO ON PROFILE
(TO BE PLACED BY OTHERS) POINT REFERENCED TO
3 1/2- ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON CROSS SECTIONS
(TO BE PLACED BY OTHERS)
r CRUSHED AGGREGATE BASE COURSE
TYPICAL FINISHED HALF SECTION
C.T.H. "E" - RECONSTRUCTION
STA. 8+60.00 TO STA. 11+40,00
VAR.
ORIGINAL
GROUND
CRUSHED AGGREGATE RACE t
COURSE SHOULDER
(TO BE PLACED BY OTHERS)
1/2' ASPHALTIC CONCRETE PAVEMENT, TYPE MV
(TO BE PLACED BY OTHERS)
T.NG CRUSHED AGGREGATE BASE COURSE
C.T.H. "E" - RESURFACING
STA, 6+4100 TO STA. 8+60.00
STA. 11+40.00 TO STA. 13+61,00
� POINT REFERENCED TO ON PROFILE
--POtNT REFERENCED TO ON CROSS SECTIONS�
PC
CRUSHED AGGREGATE 3 1/2- ASPHALTIC CONCRETE PAVEMENT, TYPE MV
BASE COURSE SHOULDER (TO BE PLACED BY OTHERS)
R\
(TO BE PLACED BY OTHERS}
2" SALVAGED ASPHALTIC PAVEMENT BASE COURSE
S' ROUNMNG-/ `^-S' BOUNCING \-6' CRUSHED AGGREGATE BASE COURSE
M
TYPICAL FINISHED SECTION C.TH, I
(STA. 10+00 TO STA. 73+32.22)
1 5' ROUNDING-/
CRUSHED AGGREGATE
BASE COURSE SHOULDER
(TO BE PLACED BY OTHERS)
POINT REFERENCES TO ON PROFILE `ti.5* ROUNDING
COURSED �
POINT REFERENCED TO ON CROSS SECTIONS COURSE
AGGREGATE BASE
E SHOULDER
IS, 3 1/2- ASPHALTIC CONCRETE PAVEMENT, TYPE MV (TO BE PLACED BY OTHERS)
(TO BE PLACED BY OTHERS)
ROUNDING CRUSHED AGGREGATE
BASE COURSE SHOULDER 2' SALVAGED ASPHALTIC PAVEMENT BASE COURSE
(TO BE PLACED BY OTHERS) \\6' CRUSHED AGGREGATE BASE COURSE
TYPICAL FINISHED SECTION SUPERELEVA-nON C T H I
(STA. 10+00 TO STA. 73+32,22)
BOUNCING
GROUND
GROUND
ALL BEARINGS SHOWN ON THIS PLAN ARE BASED ON THE
SOUTH LINE OF SECTION 34, T 30 N, R 19 W. ASSUMED
TO BEAR N 89'28'43" W.
WHEN THE QUANTITY OF ITEMS OF SUBBASE OR SURFACE
COURSE IS MEASURED FOR PAYMENT BY THE TON, ME
DEPTH OR THICKNESS OF THE COURSE SHOWN ON ME PLAN
IS APPROXIMATE AND THE ACTUAL THICKNESS `MUL
DEPEND ON THE DISTRIBUTION OF THE MATERIAL. AS
DIRECTED BY THE ENGINEER,
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY
INSTALLATIONS AS SHOWN ON ME PLANS ARE APPROXIMATE.
THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN
THE PROJECT AREA THAT ARE NOT SHOWN.
CURVE DATA IS BASED ON THE ARC DEFINITION,
NO TREES OR SHRUBS ARE TO BE REMOVED WMOUT PRIOR
APPROVAL. OF ME ENGINEER.
THE EXACT LOCATION OF PRIVATE AND COMMERCIAL
ENTRANCES SHALL BE DETERMINED IN ME FIELD BY THE
ENGINEER, DRIVEWAYS SHALL. BE RECONSTRUCTED WITH
SUCH MATERIAL. AND TO SUCH DIMENSIONS AS TO MATCH
THE EXISTING AS DIRECTED BY ME ENGINEER,
SAWED JOINTS WILL BE REQUIRED WHERE NEW SURFACING
JOINS EXISTING PAVEMENT AT SLOE STREETS AND ENDS
OF PROJECT.
ME AREAS WITHIN THE RIGHT -OF' -WAY, EXCLUSIVE OF ME
ROADBED, ARE TO BE FERTILIZED, MULCHED, SEEDED, OR SOBBED
AS DIRECTED BY ME ENGINEER,
ALL CURB & GUTTER RADII ARE SHOWN TO FRONT FACE OF CURB
INLET AND DISCHARGE ELEVATIONS FOR DRAINAGE STRUCTURES
ARE APPROXIMATE AND SHALL BE DETERMINED BY ME ENGINEER
IN ME FIELO,
EXCAVATION BELOW SUSGRADE (EBS) IS NOT USED TO BALANCE
YARDAGE AND IS NOT SHOWN ON ME CROSS -SECTIONS, BUT IS
MEASURED AND PAID FOR AS UNCLASSIFIED EXCAVATION, THE
LOCATION OF EBS WILL BE DETERMINED BY ME ENGINEER,
TEMPORARY EROSION CONTROLS, AS REQUIRED, SHALL BE IN PLACE
PRIOR TO ANY GRUBBING OF TOPSOIL STRIPPING OPERATIONS,
MAXIMUM DITCH CHECK SPACING SHALL NOT EXCEED 350 FEET FOR
DITCH SLOPES OF 2% OR GREATER.
ALL ASPHALTIC CONCRETE PAVEMENT SHALL. BE. TYPE MV
a
t l l'
ASPHALTIC SURFACE
'G SANDY BASE COURSE
T�aAL ExisT�rtc sEaTia� a,T.�t. r
(STA. 9+95.49 TO STA. 73+35.00)
MIDWEST NATURAL GAS, INC.
P.O. BOX 27
128TH SPRING ST.
SOMERSET, M 54025
JASON CROTPY-, 715-247-5279
ELECTRIC:
NORTHERN STATES POWER COMPANY
1201 LORtNGSTCNE ROAD
HUDSON, WS 54016
ViCKI BREAULTI 715-386—A811
AMERITECH
304 SOUTH DEWEY STREET
EAU CTAfRE, W 54701
CHUCK LERERENTZ: 715—B39-5807
+T.fs3��ia'a
FRONTIER COMMUNICATiCNS
154 E. 2ND ST.
NEW RICHMOND, W 54017
TERRY DORR; 715-243-7014
DNR UA➢SON;
ROB STRAND
2004 HIGHLAND AVENUE
EAU CLAIRE, Al 54701-4346
715—B39-1609
F�QR I QCAE
DIGGERS HOT UNE: I-BOO-242-8511
STA, 115+31.77 C.T.N. *A*
SEEN RESURFACING Chi
/-MATCH END OF EXISTING
BRIM SDEWALX
PC 4L 115477 SOD FLUME
�66
GUARD
If %dq-
STk 9+95.49 C.T.H. 7 a---
STA. 116+30.71 CJ.H.A
11+00
U FA NO RECONSTRUCTION C.T.H. I
- 117+35�64
.I.
A'®
A - 352747'
D
D - 10'3000'
R - 54&67'
T 174.48'
L 337.74'
S.E. - 0.06
4.5' SHOULDER
--MATCH EXISTING
119+34.84 C.T.H. 'A'
RESURFACING
0:1 TAPER
maul
(D INTERSECTION ANGLE IS MEASURED FROM
THE TANGENT TO THE C.T.H. 'A' q AT
THE INTERSECTION POINT.
(2) CONCRETE CURB & CUTTER 36'. TAPER
CURB HEIGHT 0* TO V IN 10'-0' LENGTH
AT ENDS OF CURB & GUTTER SECTIONS
WERE NO FLUMES ARE REQUIRED..
(3) MATCH EXISTING CLEAR ROADWAY WOTH
ON BRIDGE.
C.T.H. "A" - C.T.H. 7
RAIL
INTERSECTION & SPECIAL DETAILS
errs I .m 1r
2' ASPHALT & 6* CRUSHED AGGREGATE BASE
COURSE ON EXISTING PAVED DRIVEWAYS
(TO BE PLACED BY OTHERS)
TYPICALSECTION
6' SHOULDER
15' RAO.
20' OR-
16' IN
24' AX.
2'
16' PAVEMENT SHOULDER
I I REPLACE IN KIND
IN CUT, THE DRIVEWAY LOW
POINT SHALL BE OVER THE
DITCH FLOWUNE
MATCH EXISTING
PROFILE MEW
RURAL DRIVEWAY DETAIL
ORIGINAL GROUND
ORIGINAL GROUND
MVAGED
0���
EDGE OF PAVEMENT
CONCRETES CURB & GUTTER
0 3-
INCREASE 0 FROM RIGHT EDGE OF GRAVEL SHOULDER
ANGLE TO BEST PIT FIELD
CONDITIONS 10, SOD FLUME
F
B B
BOT70M OF FILL SECTION
T- -1 TAPER CURB ENDS T
TO GUTTER IN 3'
<- j
'- 5` ROUNDING
CRUSHED AGGREGATE BASE
COURSE SHOULDER
(TO BE PLACED BY 07liERS)
amN
31 F1 3. �`-7L7vE,
I----
EDGE OF PAIAVENT
Haa
EXISTING SLOPE INTERCEPT
SUBGRADE SHOULDER POINT ,
MARSH DISPOSAL
TYP. SEC-PONS & SPECIAL DETAILS
CULVERT PIPE
EXISTING ROADBEE
�NCRWAL MARSH EXCAVATION
-�'^^--MARSH BOTTOM
-EXTENDED MARSH EXCAVATION
"m tium"All
EXISTING SLOPE INTERCEPT
SUBGRACE SHOULDER POINT,
" MARSH EXCAVATION
BOTTOM
PROPOSED
PROPOSED
FILENAME; CTI-,qTYPI.DWG
SALVAGED TOPSOIL
*r.
" SET BACK VARIES DY MANUFACTURER
MA7®YUU FRONT FACE SLOPE FROM VERTICAL
IS I HORIZONTAL TO 12 VERTICAL
CS.H. 1
'
RETAINING R�OF WNIt q j�
E ALL Q� IL
STA. 26+SO
BEGIN WALL
ELEV. 85L5t
26+65
85}.1k
FINISHED TOP OF
WALL. PROFILE
27+00
851.5t
RETAINING
ET G WALL
RETAINING WALL ELEVATION VIEW
(STA. 26+50 TO STA. 27+50 RIGHT)
FINISHED GRADE
AT FACE OF WALL
I a Is A m 4 rJ7 !�lmy" 9,g&i*
I
STATE PRG�ECT NUMBER
4
i + 8939-03-72
rq
EROSION CONTROL
ad
10 T.H. I
SILT FENCE
+
EROSION MAT, CLASS 1, TYPE B SLOPE INTERCEPTS—
cb 00
EROSION SALES
DRAINAGE DIRECTION
Uv
Xcl + +
C,
SLOPE INTERCEPTS
35+00
40+
d
wwo`.
8939-03-72
EROSION CONTROL
TA. 7,3+SK-00 cp
N 449518.87
E 1278971A9
0
SILT FENCE
EROSION MAT, CLASS 1, TYPE B
EROSION BALES eoloo
woo
DRAINAGE DIRECTION
TEMP. SEDIMENT BASIN
1 51
MNja,yEG SALVAGED TOPSOIL
SET BACK VARIES BY MANUFACTURER
MAXIMUM FRONT FACE SLOPE FROM VERTICAL
IS I HORIZONTAL TO 12 VERTICAL
I
- - - - - - - - - - - - - - I
�-7
- M. CURB AND GUTTER
RETAINING WALL
FINISHED TOP OF-\
WALL PROFILE
TOTAL
-ESTIMATED --QUANTITY
EXISTING GROUND
STA- 57+55
RETAINING WALL -- 225 L.F.
PROFILE AT
END WALL
EST, AREA CF WALL - 535 M FT.
TOP OF WALL
ELEV. 889.3±
56+05
1A
t
57+55
88&4=
5 6
57+ 0
886.3i
885"3±
57+00
887.2±
STA. BEGI 55+30
886.0±
FINISHED GRADE
ELEV.
AT FACE OF WALL
REJANNG WALL ELEVATION IAEW
(STA. 55+30 TO STA. 57+55 RIGHT)
FILE NAME: CTHIWALLDWG
I
7/8- REBAR
C-
7/8- REHAB
P-1. = 9+95,49
718' REBAR I
7/8- RES
7/e REBA
0
REBAR
V1
P.C. = 26+85,10
7/8- REBAR
7/8EBARt
cl
) it REBAR
7/8' REBAR
Z 7/8- REBAR
Rom,
b
15-t-00
t7�/Bl REBAR
P.C. = 15+71.54
7/8* REBAR~�
7 REBAR
7,8- RES
X 00
P.T. 28+47.86
%7\/�REBAR
7/8- REBAR
x X 0 0
0o
00
P.C. = 55+00,74
7/8* REBAR
00
7/8- REBAR
a REBAR
P.T. = 19+11.70
00
7/8- REBAR
7/8- REBAR
7/8- ROAR
P.C. = 32+54.60
7/8- EBAR
08,
0 X0
\0,0 X00 \0�0
7/8' ROA�<
VR
7/8- REBAR
P.C. = 21+87.8�7\
7/8* REBAR
x
7/8- REBAR Z
I' 1p
O
-
(P.T.P= 65+33.63
7/8- REBAR
7
RE`
\ \:R 7BAI
cl
�y 'o 0
Yloo
CLD Rlvj�-
7/8- REBAR v
P.T. = 36+03.18
1 8919-03-73 1 1
ALIGNMENT TIES
7/8- REBAR
6 7/8- RESAR
REBAR
0()
P.T. = 25+06.87
Ci
��47/8 REBAR
ox
007/8- RESAR
cl
7/8- REBAR
P.C. = 39+05.74-
7/8- REBAR
7/8' REBAR
N.
as 7/8- REBAR
06 /
P.C. = 73+53.21
x
STATE PROJECT NUMBER
SHEET NO,
8939-03-72
alAnQN-lQ-alARM
WIlAn2ti
L-MMMa
2AMIMIMOH
G.Y.
Zl&nQU-J]Q-VARQU
LOCATION
S.Y.
CTH I
CTH I
MISCELLANEOUS
QUANflTIES
CTH I
12+00 - 15+00
LT.
3
10+00 - 73+00
14.668
BEGIN PFRWECT
CTH A & CTH
1
1439
15+00 - 18+00
LT. & RT.
3
11+00 - 34+00
MAJNLJNE
5396
18+00 - 19+00
LT.
I
—
34+00 - 36+00
RIVER RD,
1739
19+00 - 21+00
LT. & RT.
2
PROJECT TOTAL
14,668
36+00 - 60+00
Ad
MAINLINE
5063
22+00 - 25+00
LT. & RT.
3
60+00 - 72+00 1
MAINUNE
2617
27+00 - 31+00
LT. & RT.
A
71+75 - 73+35
CTH E INTERSECTION
2397
31+00 - 34+00
RT.
3
35+00 - 36+00 RT. 1
4, '1
36+00 - 37+00
LT.
1
PROJECT TOTAL
iaw
39+00 - 40+00
LT. & ST.
I
40+00 - 41+00
LT.
I
41+00 - 53+00 LT. & RT. 12
53+00 - 54+00
RT.
I
STATION TO STATC,4
LOCA17ON
LF.
54+ 00 - 56+00
LT. & RT,
2
CTH I
56+00 - 57+00
RT.
11
CTH A
57+00 - 65+00
LT. & RT:
8
44+05 - 49+75
5.7
R
TH Cx-
65+00 - 68+00
LT,
3
58+25 - 65+80
7.6
APRON
NESS
115+13 - 115+38
LT.
25
68+00 - 70+00
RT.
2
UAEM LQQAnM
=mLU
EAQJ LaLGm
115+46 - 115+71
RT,
25
70+00 - 72+00
LT. & RT.
2
DIN I
—
PROJECT TOTAL
113
PROJECT TOTAL
50
STA.15+94 RP.
2
1
24,
18" 0.064
PROJECT TOTAL
64
STA. 46+30 RT.
2
1
112'
24' 0.064
—
STA, 56+95 CL
2
1
24'
is' 0.064
STA. 58+10 CL
STA,. 59+68 RT.
STA. 69+20 RT.
2
2
2
1
1
1
68,
ze
30,
24' 0.064
18, OX64
le, 0.064
STA, 71+55 CL
2
1
122'
24- 0.064
Si&nQn-lQ-uAnQu LQLAnm
TONG
EZqAEKS
CTH A
ClH A
STA. 118+49 LT,
2
1
32'
18' 0.064
LL
FA
118+49
LT.
50
P.E.RIVER
ROAD
CTH
CTH I
STA. 9+06 CL
4
2
Ica'
24* 0.064
STA.10+3 4 - 11+07
LT.
104
CTH 1
STA. 24+45 - 30+71
LT�
629
STA. 12+58
STA. U+23
LT.
1
10+00 - 7,3+35
CL
10550
BASE
PROJECT TOTALS
10 - la"
18 '-1314
LF
STA.23+2a
RT�
RT
1
I
12+59
LT.
50TH
P.E.P�E.
10 - 24�
24' -
410 UP
A
13+24
RT.
50
PZ
STA. 115�38 - 115+64
LT,
26
DINER ROAD
15+94
RT.
so
P.E.
STA. 115+71 - 116+71
RT.
100
ST& 9+04,5
RT.
1P.E.PROJECT
23+29
28+64
RT.
RT.
50
50
P
P.E
TOTAL
859
28+86
RT.
50
P.E
PROJECT TOTAL
4
56+95
LT,
50
P.E.
59+65
RL
so
P.E.APRON
69+20
RT,
ED
F.E.
LQC&nM
0-MALLS E62i LEuGM
as
ANCHQPAQEC rC
CTH E
8+60 - 9+82
CL
178
BASE
CTH
LQCAnO
E&
10+18 - 11+40
CL
178
BASE
STA. 25+57 CL
2
1
70, 24*
CTH
RIVER ROAD
STA. 37+45 CL
4
2
140'
36®
STA. 11+07
LT,
I
aI&UQl-JD-516MQA
WCAMR
LL
STA, 24 "5
L.T.I
6+37 - 9+84
OIL
471
BASE
PROJECT TOTALS
—
2 - 24'
24�' -
—
70 LF
SPA, -10+74
LT,.
I
CTH
4 - 36,
36, -
140 IF
CTH A
STA69+50 - 72+32
RT.
360
PROJECT
TOTAL
11.827
STA.. 116+71
LT,
I
STA, 70+15 - 73+03
LT,
276
PROJECT TOTAL
4
CTH A
STA. 15+59 - 16+85
RT.
125
STA. 15+26 - 16+"
LT.
125
CTH E
PROQUO
STATION TO STATION
LOCATION
LF.
STA. 8+00 - 8+94 RT. 94
—
5!AZQa
LQCAEM
STA. 10+32 - 11+16
RT.
84
DIN 1
C7H I
21&nQU-lQ-aTAnM
2 5+95 - 28+50
RT.
255
PROJECT TOTAL
1065
C7H 1
55+00 - 57+80
RT.
280
STA. 25+95
RT.
11
STA. 55+00
RL
'o
STA, 9+95+49 - 73+35.00
883
—
STA. 71+93
LT.
24
PROJECT TOTAL
535
PROJECT TOTAL
883
CTH E
STA. 10+40
RT.
25
MARSH KAYAnoR
PROJECT TOTAL
70
STATION -lQ-STATION,
COY.
STATION TO STATION
LOCATION
LF.
REMARKS
CTH f
ai&nol!TQ ,5_ AnON
LQQARM
IONK
-WAMB-
10+00 - 73+00
8890
CTH I
C714 I
EMECIT
MW
—
10+00 - 73+32,22
CL
1802
10+015 - 10+65,6
RT.
81
NORTH RADIUS
PROJECT TOTAL
8890
—
10+3610 - 10+7115
LT.
66
SOUTH RADIUS
8939-03-72
129 DUST
ABATEMENT
PROJECT TOTAL
1802
71+95.4 - 72+32,7
LT
so
WEST RADIUS
—
72+55,3 - 73+07.4
RT.
61
SOUTH RADIUS
PROJECT TOTAL 129
PROJECT
TOTAL
298
FILE NAWE—'CTHQNTl,DWG
261,VACIM-1ZEDIL
ALA 710N TO STATION
�',
CTH
10+50 - 24+50
LT.
2293
10+50 - 20+50
RT.
1666
20+50 - 35+75
RT.
2476
24+50 - 27+75
LT
960
27+75 - 35+50
LT.
3588
.15+75 - 71+75
RT.
7982
36+75 - 73+35
LT.
13,505
CTH A
116+50 - 119+35
LT.
1002
RIVER ROAD
6+40 - 9+00
LT. & RL
1990
CITi E
8+60 - 9+00
RT.
209
10+75 - 11+40
RT:
177
PROJECT TOTAL
3S:8-68
SEEETNG
SEEDING
FERTTLJZER
#20
r-O
MULCHNG
TYPE B
alAZDXJ-QSTATION
LQCAM
0.5-11
(LEI
I=
Lm
cTli I
10+50 - 73+37 22
LT. & FIT.
1053
35
19
26
CTH A
117+00 - 119+35
RE
17
1
1
RIVER ROAD
7+00 - 9+50
LT. & RT.
10
1
1
cliq E
8+60 - 9+00
RT.
2
1
1
10+75 - 11+40
LT.
3
1
1
PROJECT TOTAL
1075
45
23
30
CTH t
RVA63IGi
13+00
LT.
3
13+00
RT.
3
16+00
L.T.
19+00
RL
3
23+00
LT.
3
23+00
RL
3
25+76
RT.
3
AT END OF FLUME
31+00
LT.
3
31+00
FIT
3
33+00
RT.
3
34+00
LT
3
35+00
RT,
3
39+00
RT.
3
41+00
LT.,
3
41+CO
RT.
i
43+00
LT,
3
43+00
RT.
3
48+00
LT.
3
48+00
RT.
3
52+00
LT.
3
53+00
RT,
3
54+00
LT.
3
54+85
RT.
3
AT END OF FLUME
56+00
LT.
3
58+00
LT.
3
58+00
RT.
3
60+00
LT.
60+00
RT.
3
70+00
LT
3
70+00
RT.
3
71+89
LT,
3
AT END OF FLUME
72+62
RT.
3
AT END OF FLUME
sil-mim
SAWNG
LjMh9-FAYU9hj
8939-03-72
al&DDR
I.QCAnEh
LF-
aIAnQq
LQQAUQ' LE.
REY,ARK�
MISCELLANEOUS QUANTYTIES
CTH E
CTH 1
8+60
END CONSTR.
31
10+00 - 11+50
LT
170
11+40
END CONSTR.
31
10+35
64*
LT. 20
AT END OF FLUME
CTH A
NOTE:
10+66
RT.
20
AT END OF FLUME
10+73
LT
20
AT END OF FLUME
115+32
BEGIN RESLIRF.
31
WHERE DISCREPANCIES EXIST BETWEEN
18+00 - 22+50
LT
450
119+35
END RESORT,
22
PLAN QUANTITY ITEMS AND CONTRACT
16+50 - 19+50
RL
300
PROPOSAL FORM ITEMS, THE QUANTITIES
20+50 - 22+50
FIT.
200
RIVER BIT
AND REM DESCRIPTIONS OF THE CONTRACT
23+50 - 30+50
24+50 - 25+50
LT.
FIT,
700
IGO
6+37
END CONSTR.
21
PROPOSAL FORM SHALL GOVERN.
25+57
RL
20
AT CULVERT INLET
CITE 1
31+50 - 33+50
LT.
200
73+35
END CONSTR,
98
35+50 - 39+00
RT.
350
37+55
FIT,
20
AT CULVERT INLET
37+00 - 41+50
LT.
450
PROJECT TOTAL
234
45+50 - 48+00
RT.
250
46+30
LT,
2G
AT CULVERT INLET
50+50 - 51+50
LT.
100
58+10
RT,
20
AT CULVERT INLET
71+00 - 71+75
FIT.
75
71+55
LT.
20
AT CULVERT INLET
71+75 — 72+00
RT.
125
STATION TO STATIIXd
C,.
71+75 - 72+25
LT.
50
72+50 - 73+50
LT.
Too
CTH 1
71+93
LT.
20
AT FLUME END
STA. 9+95.49 73+3122
600
CTH A
115+00 - 115+75
LT,
75
PROJECT TOTAL
600
RIVER ROAD
7+00 - 9+50
RT
375
7+00 - 9+40
LT.
240
9+06
LT.
20
AT CULVERT PUT
E2X=0-A7-HALlIQ-kAUEL&L-ELAHl-WX
CTH E
ai&nQRTO STATION LQC�
Im
BE �A
10+44
RT.
20
AT FLUME END
CTH I
11+11
LT.
20
AT FLUME END
—
IG+DO - 73+32.22 CL
274
MAINLINE
PROJECT TOTAL
45W
CTH A
115+3L77-119+34.84 CL
2.2
MAINLINE & INT.
OF CTH I & CTH A
RIVER ROAD
EROSION MAT, CLASS 1,
TYPE 8
6+37 - 9+84 CL
15
MAINLINE & RADIUS
nn
BV M
N IMr Al
I Fi5
CTH E
B100 0CABLId
B-Y�
REM&M
6+43 - 9+82 CL
18
MAINLINE
10+18 - 13+61 CL
is
MAINUNE
CTH I
—
42+00 - 44+00
LT.
134
DITCH PROTECTION
PROJECT TOTAL 347
43+00 - 44+00
FIT
67
DITCH PROTECTION
53+85 - 54465
LT.
67
DITCH PROTECTION
60+130 - 67+00
FIT.
4000
SLOPE PROTECTION
67+50 - 68+50
LT.
181
SLOPE PROTECTION
PAV FNT
T P UV
PROJECT TOTAL
4:449
STATION TO STATION
TONS
CTH I
10+00 - 73+32.72 CL
4561
MAINLINE
STAMS
LQQAnQ.N
S.Y. I-, AIi,
CTH A
115+31.77-119+34.84 CL
260
MAINLINE & INT.
CTH A
OF CTH I & CTH A
STA. 15+75L4
LT.
21
RIVER ROAD
CTH 1
6+37 - 9+84 CL
250
MAINLINE & RADIUS
STA, 10+66.6
RL
38
CTH E
S'Ek 10+74.5
LT.
32
6+43 - 9+82 CL
300
MAINLINE
—
10+18 - 13+61 CL
300
MAINLINE
PROJECT TOTAL 91
PROJECT TOTAL
5771
ml&ffiG.JZQumI&
BARRICADES
WARNING LIGHTS
RETAINING
W/L
T) �7v
-TYPE --A ZQNj
APPROX.
STATION JL-%TAD2i
(DAYS)
(DAYS) (DAYS)
al&E.QN TO STATON LQQADQIi
-AREA--
CTH A & I
so
160 200
C-lH I
RIVER ROAD
80
16D so
26+50 - 27+50
24' RT.
946 S.F.
CTH I & E
60
160 200
55+:E0 - 57+55
24' FIT.
535 S.F.
PROJECT TOTAL
240
480 480
PROJECT TOTAL
681
I
PROJECT TOTAL 96
-
- STATE PROJECT NUMBER SHEET NM
PROJECTNUMBER
8939-03-72
9
MISCELLANEOUS QUA7N-nTIES
UNCLASSIFIED
EXCAVATION
C.T.H.
I
CJ.H. I
ARW
WLEMES
7u-mvZA=mLumES
AREAS
;VL&rAw
CUMUZATM MLUJW
RIVER ROAD
Square fael
Cubic
Yards
Yards
S E. I
cubic
rard,
cubic
Yards
STA 7701v
_Cubic
S7XrGN
CUT
F=
CUT
C`
4889.93
--FBI 0 8-91 37�71 Hi� 644.75 245,17
--- - 55+00 13�72 303.33 il.36
- -'i-- 427 +00 0.66 - 67A9 206.53 9014.38 18315.44 9+06 0 --
656 ---- - 0.00 20376 64475 "&93
22+00 55.33 282.87 489.64 2164.80 45.32 9+06 0�00 111.94 -
57+00 27M 64.05
129.17 69SI7 578.10
9
3.26 ---24.67 49- 34.79 154M 597"70 '7]695.57
- 2506.98 0.00 608.32 9064.10 19325�49 --- 0-00 E!O'EOO 578,10
4M2 40t73 9064JO 18717.17 --T-oo
23+00 1581 31.61 73.27 IR7,55 '62,92 2352.36 I�O 0�0 T39 50
- 58+00 OM 149�7,3 _LO 42
C Do 9
'86 8
24+00 -- 59+00 O'Go 174,78
-769 3� 09 05 AID 83707 - Do() 0 00 675.62 324.90 9739.72 19650ZI)
25+00 0.96 127,40 60+00 MZ47 0.00 -
26+00 --- 39.74 538.32 64514 337539 - 2857.86 om 12597.57 IFEM39
27+00 20.50 16129 608.30 ..... 4417.06 0,00 17014�63 19650�39
10.11 165,19 56,68 t 7011 :8 2 398369 --�-'+oo '148'20 O'C)o ----
62+00 1150AE
I
ol 473066
28+00 2,19 22&54 2299 746.97 72A01 473om CXO
+00 �r '49,07 2 _�O 33OZ52 37,18 20317,15 19687.57
- �47 7-
21153 64+00 129.13 1 16.59 ----
447 X84 818.64 754.85 5549.29 1322.77 6M i1639�92 97,53.,57
.98 10.76 13AI6 6G0,5,3 BMW 6149,83 �-2 5-38.62 51.33 23178.53 19804J)0
30+00 - -7 203.90 - - 65+00 659,97 .14 L_ - - -
- ---i _ 109191 6368.15
--71+00 2,13 '13 218.32 -
�94 1901�67 5Z48 25030.20 19857.,37
"19
23 37,64 ---- 67+oo 81.80 =0
--�2+00 7- -64-91,05 66+00 830.99 72.03 25911.19 19929,40
134.00 82M 226.91
33+00 3i.24 IM51 127.55 1336.43 6578,61 19 .10 51E.32 2610111E.211 199M72
- -T25 76 ---
_77.30 68+00 24.63 5.01 - 5' 98 26' ) 14
34+00 80.93 34.76 - - _155172 67g4.37 .86 E24,98� 2 E61'71 � 14 20005,69 MARSH EXCAVATION
'91
--Fa-o -a 681.73 80.44 2 --- 25.60 137 1 25196.74 2014Z98
35+00 �47 235.46 :67:8�.81 69+00 9�31 &48
- 81 --.29
20M 417.
87 71+00 6X0 15MEI END AREA INCREMENTAL
�6+00 85.72 2794.19 6870.53 47 1 26217.32 205GOAS
4R 70+00 4.51 6
'10 a
493 558.73 687053- - -2.5 66
- 5141 140.65 2847.60 7011.18 1 -
37+00 13,91 38.08 - 72+00 M70 --�-62 50.57 5W53 26267.90 21156M .35 3 go
0
47,22 193.98 2894.82 7205+16 1 E
1149 1�5 6
38+OG 2 E23 24
MST -- 6�00 3&34 .300�65 6306�24 21457�63 C.T.H. I
24.13 257A6 -299895 746312 7:: --F98-15 6504 39
I." 7Z63 19LI2 26504.39 1648.75 20+00 0 0
8.52 136m 18,34 377,90 2937.30 7841.01 21+00 3.64 85
--j5474- 83
+ 4,64 a 24.96 69434+00 40+00 .73 296Z25 8535.71
42+00 241.99 1 C70 463.52 47,170 1 3425.78 9009,44 25+00 0 0
43+00 282A05 om 956.47 8.74 4382,24 9013.18 25+50 124 47
44+00 329.06 1121-91 1 OXO 1 5 1 504.15 9018,18 26+00 0 24
01818 35+00 0 0
0 901111�11
-Do 993 �63 �6 ::9 0 Ra a 36+00 4t6l 76
37+00 4a55 1384
M+00 50.35 1606
39+00 3Z38 1337
40+00 M38 516
41+00 0 100
RIVER ROAD
6+35 0 0
7+00 32,20 698
a+oO M70 1061
9+Go M40 1161
9+50 0 712
FILE NAME, CTHIQNTI.DWG
z
unrc
5.48
0
LIST 9E 226VAM A EAAT
AC.
ACRE
H,
HOUSE
Ax
MEAD
LP.
IRON PIPE OR PIN
ALUFt twK
ALL MdY mo"xEtNT
LT.
LEFT
A.P.
ACCESS POW
L.
LENGTH (OF CURVE)
BK_
BACK
LN. FT,
LFEAR FOOT
S/L
BASE LtE
L.C.
LONG CHM0 OF CURVE
sill.
BENCH MARK
L4.5.
LONC CHORD SEARING
B2
BRDGE
Pt.
fS.E
C/L
CENTER LRE
N.
NORTH OR NORTH PROJECT COORDNATE
CEER TO CENTER
M
Y.
NORTH ORD COORDINATE
n�
CENTRAL AtKLE OR DELTA
N0.
MASER
C.H.
CHORD LENCTH
OL.
OUTLOr
COW. I'm
CONCRETE MONUIENr
O.D.
OUTSEIDE OfAMSTER
C.TP..
COUNTY rRUX 4Q4WAY
P.
PACE
CONSr.
CONSTAUCI ON
PL.E,
PERPtANENT LMTED EASEMNT
C.P.
C.Stz.
CLLVERt PIKE
CERTIFE0 %RVEY MAP
PERM.
PERMANENT
DECREE
E or CURVE
P/P
POWER POLE
OWY.
09IVEWAY
PT.
PONT
EA,
EACH
P.G.
PONT' OF CILQVATURE
E.
EAST 02 CAST' PROJeCT COORDINATE
P1
PONT OF NTERSECT70N
E'RLY
EASTERLY
P.R.C.
PONT OF REVERSE CURVATURE
X
EAST GRLH COORDINATE
P.T.
PCNr OF TANGENCY
ETAL.
AND OTHERS
P.O.C.
PONT ON CURVE
FF,
FEET
P.O.T.
PONT ON TANGENT
FRL.
FRAC17ONAL
P.E.
PRIVATE ENTRANCE
GAR.
GARAGE
PROJ.
PRO,ECT
C
CAS
R.
RAMS
GN.
CRV NORTH
p
�}
COV'r
COV T
N
r
TOwVw AID
RaNc LMS
QUARTER LPE
SIXTEENTH LINE
NEW LrE
NEW R/W LPE
_..�..—..v _.... .... E#6TM R/W LRE
MOPE2rY LEE
r.^rirrrr NAhl'i'iirrrrrrir GATE L 1TS
O
__..__....._. __ _._...., LOT. TV AND OY ER
P-IM LINES
�
SLOPE INTERCEPTS
NTERCEPTS
-SLOPE
a
LNX-RCROLW
Eaeurr
(cas.
ELECiRL^, EtC.)
rE PEti7Ea`rAl
UTLItY POLE
FENCES
WRE
GWAMhX
WOCiXN
LVOL. VaLLM
L
R/W PROJECT NUM6Et2
SHEET
TOTAL
899G-03-00
R.MER
SPEErs
R.P.
RAMS PONT
R.R.
RaLRDAO
PEPEt2AL PROJECT NUMBER
R.
RAh'CE
4.O
Y
RP
REFERENCE FONT
R.C.PS.S.
RE!rIFORCEO GOtJG'REFE PnE StORPt SEWER
PLAT OF RKT+t OF WAY REO.REi) FOR
REM'
REnA
6URKHAk?9t-50MERSEt ROAD (6G2KHA20E-f32N9 AVE.)
REO'D,
REQi.72E0
RES.
REsnEPrcE aR REsMNr7AL
COUNTY TRUNK H(CNWAY "PT'
RT.
R/W
RIGHT
RIGHT—OF—WAY
cauN7Y OF sr. caaIx
R0.
ROAD
SEC.
SEGTKfi"
Si-4.D2.
SHOULDER
SD.
sroan DRAINAGE
PLAT DATE: 5171gE
SF. OR SO, Ft.
SOUARE FEET'
STA.,
BUNK HIGHWAY
STAi7EON
SiQJ).
Kitd
t.
TOWPtSNP
"fEhB�.
TEMPORARY
tL.E.
TEMPORARY LrTtEO EASEMENT
TL OR T/L
TRANSIT LPE
US.H.
US. h9CHWAY
V
W'RLY WESTERLY
WtSG. WISCONSN 0) 00
''tt{{yy f tl S �} C 12
SCALE
0 1 ur L7L
D
[63t
C`� ff fS Gt tsc
r - <ss,ara.Ha
z - 1.2Ts.93r.o4
*�EGIN RELOCATION ORDER
STA.
9+9549
s r
Y - 446,947.88
x — 1,282,292.00
COA29t4ATE3 AND BEARt.G^S ON TtlS PLAT ARE
¢7R.EPfTE9 t0 TIE W6COVNSN COAROWATE SYStEPf,
CENTRAL SA'E,. FOR GENTNCAti(RN O48.Y. ALL. PLAT
G4STANCES SHOWN ARE CRO,.tBH LENCTFtx AND MAY BE
CRTEO TO CRA LENGTH BY PAA.TFLY}L^ THE
DISTANCE BY THE CRD FACTOR PROVD%0 ON EACH
DETAIL SaEEr.
RCHr OF WAY s ARE TYPE z AND ARE
PLACED PRIOR PO 01a' AT THE TM CYr LANs Yti[E
TRANSFER.
RO�r OF, WAY BOLMA995 ARE OEF+EO WITH
TOTAL NET LENGTH OF CENTERUNE -Z596 Mi, RURAL COURSE$ 9, THE PEPMTCR OF, THS "CHWAY LANDS
OTHER osuzvvys OF PLvLJC RECORDS.
APPROVED CRGfX
t2/41wB (RC) 735-4o5):•.
nfa<faE
r` c
der+' P39 [Hm ularr
xoc..,r Cam. CA. C.wrdvw.m-
m
AREAS SHOAN IN THE TOTAL ACRES CCI,UU14 MAY HE APPROXIMATE
RE FRCM TAX OTIER "
SCHEDULE 'u-'F LANDS & INTERESTS REQUIRED ANN(D) I'IAY NOT DER`ED NCLUCE LANDS CF RCLLS TN�CR 0���P,.4 'CHAILIBLE ARE NOTSOURCES
CONTIGUOUS TO THE AREA TO RE ACCURED
i, RSS. REMOME PARCEL 7 C. ),IT. {
6, RSS, UrUTTES
' RSS, PEMOtL PARCELS SCALE FT
1, 42, 43
7, RSS, ACD PARCEL 40 G;;;;;2=
RIO, DELETE PCL 12. REV D 50
40, RE'AE PCLS, 11-15
OCV4TY DATF
ST. GROW 8-7-96
GR:O FACTCR I COUNTY TRUNK HIGHWAY 'I'
PARCEL
NUMBER
SHEET
NUMBER
OWNER(S)
INTEREST
REQUIRED
TOTAL
ACRES
R/W ACRES REQUIRED
NEW EXISTING T TOTAL
TOTAL
ACRES
REMAINING
T.L.E.
ACRES
1
2
4.2, 4.3 & 4,4
41
D.NA.
RICHARD L & PHIUPPINE U. BEER
FEZ/TLE
FEE
320
200
13.37 0 3.337
0C22 F 0 0.022
316,664
194.978
0
4
4.2
MARIE OSTENDORF
FEE
2.14
0.019 1 0 0.079
2.121
0
5
4.2
HAROLD & 'XEARUNF JORGENSON
FEE
1,15
0.032 0 0.032
mia
0
6
4.2
SCOTT BRYAN
FEE
W
1.84
0.114 1 0 OJ14
L726
0
a
4,2
CARL A. & MARY K. COREY
FEE
9.17
0,267 k 0 �267
9GO3
0
9
4.3
ROBERT C. & SHIRLEY M. ORE
FEE
111.33
0A32 E 0 0432
110.898
10
4.3/4.4
STEVEN W. & NORMA J. HENNING
FEE
67AO
L583 1 S83
66.317
0
91
4.3
DALE W. & CAROL A. ST. ORES
FEE
LES
0.162 0 0162
t808
0
It
13
4,4
GREG S. & PATRICIA J. NELSON
FEE
3.22
D.179 0 I 0.17t
3.049
14
4.4
DOUGLAS C. & TERRY L DEVAN
FEE
3.91
.250 0 .250
m 1560
YY�m0
0
15
4.4
THOMAS H. & GWEN R. NETTLETON
FEE
3.00
_O
0.250 0 0.250
2.750
0
16
4.4
TRACY L & VERONICA A. ANDERSON
FEE
loo
0.271 0 0.271
2.729
0
17
44
DONALD E. & BEATRICE ANN NORELL
FEE
3.00
OG12 0 0.012
2,988
0
19
4.4
L MICHAEL LENZEI- JR.
FM/TLE
t56
OA43 0 0
1.417
0.034
20
4.4
THOMAS F. & MARLENE A. MEYER
FEE
IO.Go
0.020 0 L 0.020
9.980
0
21
4.4
MARY T. ZAJAC
FEE/TLE
9,63
0.078 0 0.078
9.552
0.024
22
ALA
MARK E. KUBLER & MARY C. FARMER-KUBLER
FEE
3.38
0-020 0 0.020
3.360
0
24
4L4/4L5
BRETT & MARY BADER
FEE
120R0
0.031 I 0 0,031
119,939
0
26
4.5
LAWRENCE M. & BARBARA A. HALVORSON
FEE
37.27
0.349 I 0 0.349
36.921
0
27
4.5
DONALD G. & PATRICIA J. HALVORSON
FEE
2.75
0,114 a OJI4
Z636
0
28
4.5
TOTRENCE JOHNSTON & DANEEN A. EARNER-JOHNSTON
FEE
163
0.171 0 L 0.171
3.459
a
29
4.5/4.6
MARC A- ANDERSON
FEE
170
0,074 0 0.074
1626
0
30
4.5
MARK S. & VALERIE I. MALZACHER
FEE
940
0.271 C1 0,271
8.729
0
31
ALE
KEVIN C. SMITH
FEE
14.95
4.3T8 0 0.378
14602
0
32
4.5
JEROLD W. & KRISTINE D. BRINK
FEE
AGO
(1164 0 0.164
3,836
0
33
4,5/4.6
JEFFREY S, WALUN
FEE
5,68
0.222 0.222
0
34
4,6
LECNARD S, JFL & DE30RAH L. KOOLUBOY
FEE
114
0.092 0 0.092
3.048
0
35
4.6
STEVEN J. SCHWERNE-
FEE
4-33
0.230 0 0.230
4,10
0
36
4.6
DAMD & SHARON BELL
FEE
53.50
0.732 G 1 0,132
51368
0
37
4.6
VALERIE S. & JOHN W. ASYER
FEE
7.00
0.273 0 Q273
6.447
0
38
4.6
GERALDINE AN LUEPKE
FEE
20
0,124 I 0 0.124
19.876
0
39
4.6
JAMES M. BRAOAC
FEE
2135
0,121 0 0.121
21129
0
40
4.2
NORTHERN STATES POWER CC,
FMREL. OF RIGHTS
14
0=6 0 0,026
11974
0
51
4.4/4.5
MICHAEL J. & JOAN V. RUNNHEM
FEE
3GO
0.233 0 0.233
2,767
a
52
4.5
JOHN R. & PATTI L. SENDER
FEE
141
0.092 0 0.092
3.318
0
53
4.5
TIMOTHY L- & SHEILA M. KELLER
FEE
3.01
O.(348 0 0.048
2,962
0
REMSED DATE RW TF COUNTY DATE R/W PROJECT NU.SER
1T/�n/95, RSS, PE-AH-�VENT 94EET
STA- 15+00i TO STA 321COi C.T.H. I, ST. CRct 8-7-96 8939-03-00 NuveM
12/6/96, RGS. REUOVE PARCFL 7
MOM PROJECT ScPILkE FT, G�,D FACTFACTORCOUNTY TRUNK HIGHWAY 'I-
t2V24/96, RSS, ULIES BURKHARDT TO 132ND AVE 4.2
V
2 V4/97, RSS, REMCNE PARCELS =� 0.99990105 ST, CROIX COUNTY, WIS, -
40. 47, 42. 43 0 50 100 200
Pj. - 17+45.79 P.L - 23+50.79 3/25/97. RSS, AO® PARCT,
P.I. 117+41.25 Y - 446.201.06 CURVE (L)-0 Y - 446,638.78
Y - 446.110L26 x - 11281.566,99 A = 2614'20* X - 11281,137-16
X - 1,282-334.22 L - 30,36,54, D = 9*4V43' a = 28'42'26'
6 352747' D 9'00*00' R 591.98' D= 9'00'00'
D 10,30,00, R 636.62' T = 139,79' R = 636L62'
R 545.67' T 174°25' L 274.55' T 16292' P.- 27+66.75 P.1, - 34+30ES5 CURVE 0-(S)
T 174.48' L 4 340.17' C N56'26'12'W L = 319.00' Y - 446,761.16 Y - 447.075.42 6 - 17'54'13'
L 337,7e E - 23.42' 27709' E - 2052, X - 1,2130,732.66 X - 1,280.14701 0 - 6,00,00,
E - 27422' C.S. - N59*46'72'W C.B. - N58'49'13'TV A - 112336' N - 20'54'54' R - 954.93'
C.B. - N42'04'54*E j 336n, 315.67' D - 700O0" D - 6W'00* T - 150.42'
33139' NCRTIlEPN STATES PO'6ER P.C.. - 15+71,54 P.C. - 21+87.87 R - 818,51' R - 954,93' L - 29&39'
P.C. - 115+66J7 P.T. - 19+IL70 P,T, - 25+OL87 T - 81.65' T - 176.25' C - N52'49'49'W
L - 16Z76' L - 348.59' 297.18'
P.T.- 119+04ZI
BEGIN RELOCATION ORDER
STA. 9+95.49 'J' - STA 23+3A92 N67'28'WW C�B� - N5119'29'W
STA. 116+30.72 'A' Y - 446,61,C68 162.49' 346.65, CURVE(}-(D
X - 1,281,137.33 P.G. - 26+85.10 P.C. - 32+5,F60 4 - 3W,41,
Y - 446007.88 SLOPE INT`ERC T P.T.- 28+47.86 P.T. - M+03.18 D - 6'00'00'
X - L=29ZOO
+ A, R- 95493'
a1, A U N. R. T - 25.10' Mwa-aQAQ-�&
FRONTIER 7VCL. 443� PG. 523 L - 50.19' R.I. - 8+81.27
HkA C - 4422222'W Y - 447,155+56
CrMMUNICATIONS VOL. 611, PG. 601 v1d 50.19* X 1,279,911.98
VOL, 614, PG 413 6 4115'44'
G 57605 D = 28'38'52*
R - 200.CO'
L2 I T - 75,30'
L = 144�03'
+ a 5 E = 1171'
4i
-.0 11 +
z m I C.S. - S69'45'50*W
0 1,A M.94,
+ I 'u
Im zo P.C. = 8+05.97
P.T. - 9+5000
m z 0,
NCRHE7N STATES POVLR TIE TO W. 1/4
JAMES R. & M, IE os I' IC CORNER 3-29-19
a, I, 1 00 NB9'58'1I'W
MARILYN K. NELSON C.s a'69 3953.62'
CS'M� LOT I VC 8, s- am
X VCL. 7, PG, 2062 VOL.Be:
/k VOL, 833, PG. 218 a2 0'
3
NCRMERN STATES 0' SCOTT BRYAN 0i0a
CURVE VOL 603, PG, 377 406. 7" (8 55 %BrE -
L - 26'44'57' SLOPE INTERCEPT COD
D - 10*30'00' AMEJHTECH go,
R - 545,67' RICHARD L.REER & 0. N, R. RC&9 . N% U3
T - 119.85' PHfLJPP)NE U. BEER
\LG + VICTORIA A.
L - 273,80' vct. 471, PG, 266 'P
C - S4526'19'W VOL, 461, PG, 460
KNYPliAUSEN AT
270.94� c11, D. N. R,
10 VCL. 626, AK 37+00
CURVE e)-@ PG. 587 R,- VOL, 6571
CURVE()-Q TL PG, 255
A - 6,42,50- CURVEQ)-G b PARCEL 1 3
A - 345'25* 1314,04, 'P "ly0c
D = 10,30,00* RI I
R - 545,67' D - 9'00'00' t;59 .�0i c
D - 8'25'05' N *8" "IT w b
T - 32.01' R - 635.62' CARL A. N/4r CARL, A, 19-58
L - 63.94' R - 67(L62' T - 73.85' MARY K.
y MARY K. CCREY
C - S27'42'25OW T - 22A9' L = 147.05' VOL ItM CTEM6 VCL. 1`128, PG, 396
uso, L - 44.37' C - S61'40'43'E C - N146�72'
51'04'57'W PARCEL 2
44.36' q STA. 36+41.32
CURVE(} -QC CURVE Q-0 s 35+5199
COURSE TABLE Y - 4A7,17L63 STA 10+00 RIVER RD.
CURSE BEARLNG DIST, OURSL BEARING A - 15*20'05' a - 15'2B'32' Y - 447.237,55
.57' 19 0 = na'os' 0 - 9,00,00,
�-4 41 ZAT t Z/b,17 20 R - 67EL62' R - 636.62' D N, R
.80 21 T - 9L09' I - 86.50' 3 2 CURVEO-q) VCL, 657, PG� -165
07 L - 18149' L - 17L95' 19 A - 9'52'35*
00 23 C - S52'07'58*E C - N65'26'15'W D - 823'11'
N5 '5 5 97.16 4 180.55' 171,43' ST. CROIX COUNTY MONUMENT R - 683.20'
52 5 Y - 447 17t07
a N651 00 il,k87 6 CURVEQ-0 T - 59.03'
27 30,36,54, X - 1,281T,139-36 L - 117.77'
c = swoesl'E:
W 676 _2§_ 9-44 D - 910 2' 117.62'
11 N7515 35'W 18. 61, R - 596.62'
-12- N 7*W I V T - 163.30'
-jQ-_ N w 171 31 L - 318.79' CURVEO-0
--L4 N w 11 7' -$a2114�W 19.41' C - S59'46'22*E A - 0'21'04*
w 6, M-1 �lw islac- 315.01, D - 0'29'48'
-L4- 51§mcz� -w -mzl:- R - 11,53126'
17 IN 7 14QIZD - 35ZS'
-T8- N _ZQQS L 7CL70'
T
C S61'19'05'E THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY,
70,70* DEEDS MUST BE CHECKED TO DETERMINE PROPERTY
SOUNDAMES.
REMSED DATE RW,E cDJNTY Pntg R/w p"O'ECT Numem SHEET
12/24/96, RCS, UntTESC.T.H.*1' ST. CRCIX 8-7-96 8939-03-00 NUMBER2/➢4/97 Rss. REMwz P"CELS
40. 41, 42, 43 SC41E Fl, =D FACTCR COUNTY TRUNK HIGHWAY 11,
BURKHARDT TO 122ND AVE 43
0.99990106 ST. CROIX COUNTY, WIS, -
50 1110 200
zlli-!L
2 9,v PJ. - 61+71J4
A = 50`58'27- ROBERT C & Y - 448,481,16
4 D = 10`47'08' SHIRLEY M. ORF X - 1,277.927,56
4 3 R = 531„22' AMERITECH VOL. 802, PC. '02 9275736'
T - 25,123' 9,00,00" 6 - 27*00'00'
.9194 L - 472.61' R = 636.62' D - 8'17'03*
ST. CROIX COUNTY MONUMENT C - S77*15'36*E T = 670.39' R 691.62'
457,18' L - 1032,90' T 166,04'
Y - 447.17.184 L 325.92'
X - 1,27-50n17 E = 2a7.89' C S25'23'42'E
+ C.B.- NI'20'52'W
+ 322.91*
923,27'
P,C,- 55+00,74
D. N. R
VOL 657, PG. 365
D N, R.
VCL. 443, PG523
VOL 611, PG.. 601
VCL rl-, PG, 413 "1 93
HENNING
STEbEN W. & NORMA J
+
VCL 1105, PG 457
+
Z2,
4- M
ENV
P-1. - 49+69.72
Y - 447,659.82 STEVEN W. A, V,
X - 1,2713,834,25 NORMA J. HENNING
41'55'34' A - 1471'07' V
VOL 1105, PG, 457 0 ,
0 = D - R 2432'19' V
1\
R - 636.62' - 233.49'
T - 243.91' T - 29.4V q e
r4g,53'
-w -77 L 465�85' L - 58.49' R 731.62' N40 73.58
C - NO'34'23'W T - 2.59.28'
0, N68'4727*W 511,33' 64+74.60 L - 498.35'
455m, 69'83* C - S2537'07'W
P,C. 47+25.81
65+06.21 4Z8.77'
51+91.65 0-0
A 27M'26* 135m
D - 1218'57' 65+1 .59 1
+ R - 465,2f
D N. R P - 6 .64
T- 111.79'
VOL 657, PG 365 L - 219.42' 65+33.64
P.I. - 41+95A2 C - N20'06'54'E
Y - 447,656.35 217,40' MATCHU E 6 00
X - 1,279,644.38 T" ,
A - 48,53,12, (D "0.80'
D - 9M'00' 66+4 .4
;N 95,
IT - 636.62' d
66+54.10
T - 289Z7'
L - 543.20'
E - 67 68'
C.B. - N6518*39*W
COURSE TABLE- 526.87'
OURa BEARING DISL COURSE BEARING DISL
31 N 217/ G2 W 388.�� 45 N6'36 11 341.15'
P,C. - 39+05J4
P.T. - 44+48.94
34 U�j4z , 18..41 46 N-33 3 �73 7 E 28.30
15 1, IbM98 47 S5S-2223 E -F7 C0
116,21 48 W3�33737 E 72=33
N� LIZ w 20033 35 .00 49 S'45'0756 W 130,46'
* ,A Z4V1 W 216,65 50 4 226.27
* '.Z�w 1111.33 51 S 8,06 8 w 5,00
36 * 1 1 4 W J36 37 zU,80 52 S49'0325E 308,21'
39 N . 40 Sow 305.76 53 S42-5833-L 209,76-
40 57725 4 W 95.. 54 5-B134 "'
41 N-8 4 I - - .1 —1 55 N77'751/ 183.6
4 N4 '0 ',38'w 301,78 56 BE V 5 148+09'
4 N ` w 0' 7 4 7 4
N I 6.68
RAJS PLAT IS FOR UUSTRATIVE PURPOSES ONLY.
DEEDS MUST BE CHECKED TO DETERMINE PROPERTY
BOUNDARIES.
I
RE115ED DAIP ROUTE. COUNLY DAM R/W PPCLACT t�VMBER
12/24/96� RSS, OrLMES SHEFT
2/14/97 RSS. REMOO- 1,RCELS C-TH� ST. CROIX __8--7-3R 8939-03-00 PUMPER
40, 41, 4243
810'57' 4/9/97, RSS, RE%ISE ATTIAWENT SCALE FT COO FACTOL COUNTY TRUNK HIGHWAY 'I'
D 6-lelV Qja-=-cl& CJH P- LO STA G7,C01 BURKHARDT TO 1321`41) AVE 4,4
R - 9TIL51' P.L - 74+2153 Gzzzz� 0.99990106 ST. CROIX COUNTY, WiS. —
Y - 449,583,85 50 100 2 0_0
L - 131,17' X - 1,279,035.26
C - S41'21'40'W A - 21'52'02'
131,06, D - 9,00,00" CjlL-:La&
R - G-'(E62' PJ, - 83+27.59
ST. CROIX PCOUNTY MONUMENT T - 122-98' Y - 449,938.27
Y - 449,711.81 L - 242.97' X - 1,279,870.30
X - 1,278,547.65 E - 11.77' & - 66133'I8,
STEVEN P NORIAA J. HEWINGC.B. - N56'03*57'E D - 9'00'00'
VOL 1105, PC, 457 24L50' R - 63IE62'
P.C. - 73+00.55 T - 417.82° MICHAEL J. &
P.T. - 75+43.52 L - 739M' .LOAN V. RLINNHE�M
E - 124.87' VC-L. IQ2, PG. 517
C.B.o - N33,43'19'E
E3 698.62,
PG1 - 79+09.77
12'15� P.T. - 86+49�27
'p, tP STA.
77+�O 02 TRACY L &
V, r'Q \�.p � LOT 13
04 G, Y - 449,50i.78 VFI?CNICA A. ANDERSON
X - 1,279,320.23 C. .Id 9138728 LOT 2 sDEERFIELD
3z
DWIA I.. CLAYTCN ',CL- 7, PC, 1989
C,S M. d392031 LOI 4 'p, VCL. 869, PG. 46I
VOL, S, PC, 1415
VGL- 862. P1 186 +
00 ..A Pq f,
MID AEST NATURAL GAS G,
4SD7�--' mm \ 'e�' NORTHERN
CrH S6 *E
G�A'TE A
THCMAS H, &-
GREG S. 7
CAEN R, NETTLETON
I .,p PATRICIA J. NELSON BRETT L & WRY �l
r.c� C.!CM #438728 LOT 1 RACER
00 C.SM. 3393031 LOT 3 VOL. 7� PG 1989 Z VOL 595, PC, 290
VOL. 5� PG. 1�15 VOL 824, PC, 446 MI., NATURAL GAS VCL 574, PG EC3
VOL 1063, PG 84 DOUGLAS G. &
C- TERRY L. DEVAN 'JGD
N 1 C.S.M. 4393031 LOT 2 1� V,
car 0 VOL 5, @
VOL 1082, PC- 21
AH. STA, 73+00.55 '1'- DIV (4 A)
SK. STA- 73+0133 *1*- 9 A'p, STA. 92+52.74 *1' -
STA, 10+00 *E' 0 STA•10+00 WALSH ROAD
Y - 449,497,08
X - 1,279,878.23
X - 1,278,948.20
27-
OK
R 71&51*
iv U AMrRrT,
T 74,41' CH
L 148.30' C +
+
C= N39'32'22*E
MARK E KUBLER e,
D. N. R, QARY C, I -l-,
C.B�Nf� #3957,3 LOT
VCL 657, PG, 365 05 bs,
VOL III
MARY T. ZAJAC
COI "�b!' 44993 LOT 2 0
2� PG 512
�T
VOL 770, PG, 316
�5*00 +
A, 0
lHOMAS F. S,.
-
MARLENE A. MEYER
VOL 875, PC 254
NIH"
CIAT
COURSE TABLE STATES
COURSE BEARING DIST. CURSE BEARING
GIST.
MICHAEL J.
DONALD E &
JOHN R. &
,LOANV RUNNHEIM
BEATRICE ANN NORELL
PATT I- SENDER
VOL 11M M 517
VCL 765, PC. 92A
VOL 1127, PC, 5t7
VCL 893, PG 555
LOT 13
LOT 14
LOT 9
DEERFIELD
DEERFIELD
DEERFIELD
ACCESS EASEMENT
0 +
a
aj zt
G
C.T H. I
BRETT E. &
MARY M. BACER
VOL 574, PG. 608
VCL 5M M 290 NCRrHERN STATES
COURSE TABLE
COURSE
DST.
68-55
76,16
1100.00
400.48
120�23
301.00
01,47'
300.00"
TIMOTHY L, &
SHElA M. KELLER
VOL 1085, PG, 467
N.,
I
NCRTHERN STATES
VIDAVST NATURAL GAS
G G
w
AMERlTZCH
MARK E & VALFRIE 1.
MALZACHER
C,S.M, 1437320 LOT I
VOL 7, PG, 1968
'XL 1G95, M 394
LAWRENCE M &
BARBARA A, HALVCRSCN
VOL 392. PG, 347
VOL 460. PG, 382
26
REMSF0 DATE Dc"N'
11/21/96. RSS, REPREDR1,1
ETA 1241 ± TO STA. 28.C62
12/i�,
4/96, RSS. ururE!
2/t4/97 RSS, REMOVE F SCALE i7,
40, 11, 42, 13
CC11N1 DATT,
ST. CROIX _8-7-96
CRTD FACTCR
Z-- 4A9990105
R/W PRO ECT -U-eEA
— 8929-03-00
COUNTY TRUNK HIGHWAY 'I'
BURKHARDT TO 132ND AVE
ST. CROIX COUNTY, WIS,
MYN-aQ.&A
P1 - 7+81,2t
y 454,024.35
X %279,682,34
a a 15'14*79*
0 a TOO'GO'
A 8M51'
T = 109,49'
L a 217.70'
E 7,29'
C S78134738'z
217.05'
P,C, - 6+7%72
P.T. - 8+89.42
TOhN CF ST, JOED PH
'�O- 1045, PG .51A
OF
TERRENCE J'GHNS7,CN & Q
DANE,N A, 9ARNEH-jCHNSTCN
DONALD G & C.S-M. "80932 LOT 4
PATRICIA J. HALVCRSON VCL 9, PG, 2466
VOL 5t5, PG, 530 VCL 11!0, PG. 33
+
KE" IN C. SMITH
C.S.M. 4449210 LOT 2
VOL 8, PG. 2118
VOL, 845, PG, 318
31
STA. 123+08D5 'I' - —
STA. 10+00 PRIVATE RD.
Y 454,014,45
X 1,279,901.91
�Epcu) IN &
KR!SSNE 0, BRINK
CC -:A, #357779 LOT
VCL- 3, PG, 816
"CL. 78
4, PG, III
cI,F. - 7
uu4arp
JEFFREY S YALUN
C,SM, #357779 '�OT 2
,;CC 3, PG, 816
VOL, t073, M 298
33
THIS PLAT IS FOR ILLUSTRATIVE PURPOSES ONLY,
DEEDS MUST BE CHECXED TO DETERMINE PRCPERTY
BOUNDARIES,
llt N.0 UtM-rl.1UM