HomeMy WebLinkAbout2000 98-E-1 .pdfFEDERAL PROJECT
INDEX OF SHEETS COUNTY PROJECT PROJECT -
CONTRACT
SHEET N0. 1 'DILE
SHEET NO. — STANDARD ABBREVIATIONS AND DETAILS
SHEET NO.2 ESTIMATES OF QUANTITIES AND DETAILS
SHEET NO. — MISCELLANEOUS QUANTITIES, TYPICAL SECTION
SHEET NO.. — RIGHT—OF—WAY PLAT
SHEET NO. 3-9 PLAN
SHEET NO. — STANDARD DETAIL.. DRAWINGS
SHEET NO. — SIGN PLATES
SHEET N0. — STRUCTURE PLANS
SHEET NO.. — COMPUTER EARTHWORKS DATA
SHEET NO. 10-22 CROSS SECTIONS
TOTAL SHEETS = 22
DESIGN DESIGNATION
A.D.T, 1998 =
540
A.D.T.. 2D18 =
830
B.H.V. 2018 =
125
D. =
50/50
T.(% ❑F A.U.T.) =
8%
V. =
45 MPH
ESAL. _
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
HOULTON - CTH W ROAD
STH 128 - CTH W
CTH E
ST. CROIX COUNTY
BEGIN PROJECT
STA, 0+50
428,190
X = 1,431,985
J
Is8A5
CONVENTIONAL SIGNS
Btt'
COMBUSTIBLE FLUIDS
AUPON
COUNTY LINE _�.
_
(UNDER PRESSURE)
160
CORPORATE LIMITS
z2zzz zzzzzzl UNDER GROUND UTILITIES
GAS
G
A
PROPERTY LINE
ELECTRIC
E
._
LOT LINE
— ----- — TELEPHONE
T
Ffi
LIMITED HIGHWAY EASEMENT
— --- ---- SERVICE PEDESTAL
CABLE MARKER
EXISTING RIGHTOF WAY
-- -- — ---
POWER POLE
LI
NEW RIGHT OF WAY
TELEPHONE
yY"
REFERENCE LINE
SLOPE INTERCEPT --
RAILROADS
ORIGINAL GROUND PROFILE
MARSH'
EXISTING ROADWAY OR PRIVATE
ENT.'®`-'""®" WOODED AREA
_._.
CULVERT IN PLACE
RIGHT—OF—WAY
A t
MARKERS
CULVERT REQUIRED czz�::�
=> OVER HEAD LINES
---Q.H.--
CULVERT REQUIRED PROFILE
0 0 FENCE LINE
SHEET ND.
I
ttI
COUNTY PROJECT NUMBER
98®E^l`
ACCEPTED FOR
ST. CRQIX COUNTY
R--15—W
END PROJECT
STA, 105+00 PA H NG
(HIGHWAY CHAIRMAN)
,m.!�✓l�a
F,vgrrc '" ...(iiCH nr
L
��
&
Davis �; IAiLC
•'^°' `"�..
t
DATE DANIEi.. d FEDDERLY
'
s q [:clwn eeuy_ yZ1055 Raymond
1fi6
(PE. RLS)
t65 do Ruhya,
(HOHWAY COMMISSONEF
Tsuefu
ro PtcCa ly
S
ORIGINAL PLANS PREPARED BY
Yang
\'�tU�w+ A:fauo W.4i :A Vmmnt
ealz ,A=..b „ kS,rah i6n
LFtuy
Nam.
i
ST. CRQIX COUNTY HIGHWAY DEPT.
�— ry t�a4lk
Rs
limm ^
D
RhEickheKr
40
Gerald
&
Wbu,
Smmith
Smith
T-
asx w
176 tas .
R
_
Chutes
oppe
P
— `
tS36 L7
2
a
k�+
Charles
1Mohrt D—
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-5
uen
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Lktlitd H
R(1}I F{CSIh
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160
%,amy r�
ht� e41.aNr'lF
i 60
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.�,.,, ,.,-v
sw.m. as
c.+ue
aw: 120
cnn.m.
10
LAY OUT
GRAPHIC SCALE
0 2000 4000
( IN FEET }
TOTAL NET LENGTH OF CENTERLINE = 1,9792 MI.
@ATE SIGNATURE
STATE OF VASCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED 0Y
SURVEYOR BRIAN HALLING RLS
DESGIER JEFFREY S DURKEE P.E.
DSMCT EXAUNER
NSTR:CT SUPERMSOi
RRa. DEV. ENW40M
CO. FX"NER
REVISCN
DATE APPROVED FOR DISTRICT OFFICE
DATE �cxan.�Re
AUTHORIZED FOR CENTRAL OFFICE DESIGN
PATE 9(NATJRE
4' TOPSOIL &
�RqW,G
SALVAGED TOPSAIL & MULCH
SEED & FERTILIZER
31 S.
7.68'
ZE & SEED ---
POINT REFERRED TO ON PROFILE
20' min CLEAR ZONE
768*
3,68,
CE,
FERTILIZE SLID
4.00' 4" TOPSOIL & MULCH
3* ASPHALTIC CONIC. PAVT. TYPE MV
6' CRUSHED AG(L BASE & 2- RECYCLE BIT. Os
12' DEPTH GRANULAR SUBBASE �414
CTH " E:'
(STA. 0+50 TO 53+00)
RECONSTRUCTION SECTION
2X
oj)2'/F7. I l 0C2-/FL
6' CRUSHED AGE, BASE
NOTE: 2' ASPHALTIC CONCRETE PAVEMENT. TYPE WV ON
EXISTING PAVED DRIVEWAYS ONLY. USE C TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
DRIVES.
TYPICAL SECTION FOR PRIVATE
DRIVES AND FIELD ENTRANCES
5'-
7. 65h d
z °l N
3' ASPHALTIC CONIC PAVT. TYPE Uv
POINT REFERRED TO ON PROFILE
EXISTING GRANULAR SUBBASE
TYPICAL FINISHED SECTION
CTH " E"
(STA. 53+00 TO 105+00)
WIDENING SECTION
pawarlimmom
TOPSOIL & MULCH
a
51 �— 7.65`
raiamwFimpaRmf
GRANULAR FILL MATERIAL AS NEEDED IN FILL AREAS
6' CRUSHED AGA. BASE & 2" RECYCLE SIT,
mommamEmMummm
STA, 0+50 TO 53+00
MATERIAL YARDAGE SUMMARY
6,500 C.Y.
UNCLASSIFIED (EXCESS -CUT}
Cy
qSA�HDSA��D �FT
_91,025
4,940 C.Y.
CRUSHED AGG. BASE COURSE
2,530 TON
ASPHALTIC SIT. PAVEMENT
CULVERT SCHEDULE
STA,
LOCATION
LENGTH/SIZE
END WALLS
0+94
RT & LT
2-4'X2e
EXISTING
10"0
CL
—7
52 x2��
2 REO'D
13+54
LT
26*Xlg'
2 REO'D
14+14
ST.
--�WX I —�r
REO'D
17+86
LT �
LT.12YD.
26'Xis'
2 RECIT)
21+74
CL
54'X7C'
2 REO'D
—REO'D
4+61
RT.
26'XIT
1+58
LT:
26'X34:r' ARCH
2 REO'D
—i
7+95
LT.
26'X24'
REST)
9+G4
LT-
26'Xie
2 REO'D
LOAD SPREAD
D,PER
SAND
PER12YD. LOAD
71`1 D YLOAD
AGGE BASE
FT. PER LC
STA. 53+00 TO 105+00
MATERIAL YARDAGE SUMMARY
6,550 C.Y.
_SUMMARY
(FILL MATERIAL)
5,610 C.Y.
GRANULAR SAND SANDUFT
2,130 C.Y.
CRUSHED AGG� BASE COURSE
2,510 TON
Sp L C OJT P M_ T
ASPHALTIC BIT. PAVEMENT
CULVERT SCHEDULE
STA.
LOCATION
LENGTH SlaZEEND
LENGTH
WALLS
ND WALLS
59+ 47
59+47
CL
M54"
CmP
x 24e cmp
2 -
2 REQC
PEG 0
1
79+21
CL.
CTUP
60, X 7 2r- CMP
X 7
2 RED D
'D
87+39
CL
4� Cm
�V CM
2 a
R D'
2 R GO
LOAD SPREAD
SAND
27.6 FT. PER 12YD. LOAD
AGO. BASE
58.5 FT. PER 12YD. LOAD
=NTY PROJECT NUMBER N T HEEO,
" 98-E-1 L2 OF 22
TYPICAL SECTIONS
_UTILITIES
DIGGERS HOTLINE
IELE, 1-800-242-8511
WEST WISCONSIN TELCCM.
RD BOX 115
TOWNSVILLE, WIS. 54735
TEL. (7tS)-664-8311
ATTN. ROBIN SUCH
TELE. AND CABLE
GTE NORTH INC.
20 W. WILSCN ST.
RICELAKE, WISC. 54868
TELE. (715)-234-5537
ATTN. LARRY DOUMEESTER
ST. CROIX ELECTRIC CO-OP
1925 RIDGEWAY ST.
HAMMOND, WISC. W15
TEL. (715)-796-7000
ATT. LARRY GILBERTSON
ST. CROIX COUNTY HWY. DEPARTMENT
P.O. Box 108
1150 DAVIS ST.
HAMMOND. WS, 54015
TEL. (715)-796-2227
ATTN. DANIEL J. FEDDERLY, PE, RLS,
HIGHWAY COMMISSIONER
NOTE: EROSION CONTROL
EROSION CONTROL MEASURES AND STRUCTURES
REFERENCED IN THE PLAN AND PROFILE SHEETS
REFER TO THE WISCONSIN COUNTY HIGHWAY
ASSOCIATION'S 'STANDARDIZED EROSION CONTROL
REFERENCE PLAN' ON FILE WITH THE WISCONSIN
DEPARTMENT OF NATURAL RESOURCES.
NOTE, MILL AND CRUSH EXISTING 22' ASPHALT MAT
MATERIAL TO BE UTILIZED AS ADDITIONAL BASE COURSE
COUNTY PROJECT NUMBER
SHEET NCI.
Sw-Sw
SW -SW
SEC. 15
SEC° 15
STEVEN k CLOBES
OLD AND ABANDONED FENCES TO STEVEN A. CLOBES
NOTE: Toj
PLAN AND PROFILE
REMOVED AND DISPOSED OF AT THE
[NOTE:
911 HAY 128
1 15
GLENWOOD
911 FIWY 128
CITY, WIS, 54013
DISCRETION
DISCRETION OF THE HIGHWAY DEPARTMENT GLENWOOD CITY, Ms. 54013
STA. P+ A a
ST "+5
0
Im
212
' I�
MC
PLEA VE EXISTING CMP
OV EV
P STSSG
v
i
15
STA. 0+50 BEGIN CONSTRUCTION
INSTALL 26 X IIr CMP
'NOT L X
SAWCUT AND MATCH EXISTING PAVEMENT
W S IoNs
WITH END SECTIONS
CROPLAND
STEVEN A. CLOBES
o
P/P
401RW
PROPOSED
WOODED LAND
QPW
PROPOSED
911 LAW 128
GLENWOOD CITY, WIS. 54013
0 1
-RED
3'RW
rn
I
0
PROPOSED CENTERLINE
SLOPE INTERCEPT-
PROPOSED CENTERLINE
33,RW
N
COS
ISTING CENTERLINE
P/P
SEIA, I 4SO Cl/
0+40 CL
STMA6VIE4U,�SII RT.
LRS E XSI SLOPE INTERCEPT
Aa MOVE EXISTING
STI CWP
NZG4
40'RW
0
RE TING CMP
33
4 O'RW
PROPOSED
4+ LD T
OA, 4+91
s TA 9'
EXISTING FIELD ENT
TO I IN
FNO
STA 3+00
EXISTING CENMRUNE
6+00 DOSTING Ti?TO BE
REUXATED FOR LANDOWNER
INETAI.L 52' X 2 CMP
IN 52�
W 0 X TIC
WITH END SECTIONS
EC NSCJ
PROPOSED
INSTALL 26' X IS' ON
WTH END SECTIONS
r
C OUI
CLIP REOUIROOT
AS A PART OF THE PROJECT
PASTURE LAND
BOBERT p &
0+94 LT do RT
z
ISTA.
EXTEND BOTH ENDS OF
m
K4REN M. EICHER
E)LSTING 24" CMP BY 2-4'
Nw—Nw
REATTACH EXISTING ENDWALLS lvw—Nw
SEC� 22
3092 CTH E
GLENWOOD CITY, WIS� 54013
SCALE
SEC,
22
SHOWN
NOTE UTILITIESNOT SHOWN
TSUEFU YANC
CROPLAND
PASTURE LAND
,FU
TSUF
Y 0"
ANC
ON p S
FIELD LOCATE FIR OR
893 HWY.128
BENCHMARKS
893 HW 128
N LIC ON
Co S:
GLENWOOD CITY, WS. 54013
NO� STATION
DESCRIPTION
ELEV.
0
50,
100,
150'
GLENWOOD CrrY, WIS. 54013
1 5+24 36' AT
SET 60d SPIKE IN POWER POLE
1161,00
1175
1175
c
RYE LE N
= 200
T.
1170
1170
K-
L"
1165
1165
cuRW
LEN
- 100,00
—K=
77-9-6
2
CUT AR
�A
E)(I;LNG
CEN
ERUNE
1160
1160
+
2
1155
7C—NTERLINI
PR-
POSED
POSED C
NTERLIN
1150
�o
1150
cmp.
4' CMP
5; CUR
WE LEN
300 FT,
0
tD
K 20149
1145
1145
2
CI;R
YE
LEN
500 i'T
1140
19.94
1140
24' CMP
1135
FK
1135
.2
13�
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0 0
0
cl
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6
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4
o
a
4
0
a
-
m
o
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)CI,
ra
Q
COUNTY PROJECT NIIM6ER
SHEET NO,
SW -SE
JAMES P. & CAROL A.
SE -SE
SEC. 15
McCARTHY
NOTE: UTILITIES
NOT SHOWN
SEC. 14
RRI
cAvrwN ON PLANS
FIELD LOCATE PRIOR TO PLAN AND PROFU
CL04WOOD CITY, IMS, W13
CONSTRUCTION
JON L. IHRKE
STA, 105+00 END CONSTRUCTION
3158 err RD E
GLENWOOD CITY WIS 54013
SAWCUT AND MATCH EXISTING PAVE ENT
SE -SE
33
33'RW
SEC.
14
SLOPE INTERCEPT
I'M I
RED
SLOPE INTERCEPT
FOR
26M 00
-T
EOS
DOS
TINTF7CPI=Ex;S
�-JIE
ING CENTERLINE
E%ISTI G CENTERLINE
7
SLOPE IT TING CENTERUNE
P—
I W
P/P
p /P
P/P
P/P
P/P P/P
33'RW
I+
SEC. 23
C T
F FR EPT
INTERCEPT
SLOPE INTERCEPT
II
RAYMOND M. &
Eo? 171IIWA se 29
MARIE MAHONEY
3177 CTY RD E
C
RA YMOND M. &
,Si 2
GLENWOOD CITY, WIS. 54013
m
NE -NE
III
MARIE MAHONEY
NE-,ArE 15
23
N07-, OLD AEIA�ED ES,:BE
F To SEC. 23
SCALET
SEC,
3177 CTY RD E
RE34OVE AND DISPOSED OF AT
r
THE DtSCREET10jN
_CREM
GLENWOOD CITY, WS, 54013
r
ON THE HIGHWAY DEPARTMENT
0
so, 1001
150'
1230
1230
1225
n
1225
a
jXlSnNG
ENTERUI,E
C(
RVE LED
= 200 F
E
1220
1220
N
1215
215
1
�----FURVE
LE
= 270
FT. 1
1210
1210
EXISTING
TENTERLII`E--//
1205
D
1205
1200
1200
0.
1790
1190
1185
1185
o
a
Fq
Z
93+00
94+00
95+00
96+00 97+00 98+00
994-00 100+00
101+00 102+00 103 104+00
105+00
COUNTY PROJECT NUMBER
SHEET NO.
SE —SW
SEC, 14
JON I. IHRKE
NOTE: UTILITIES NOT SHOWN
ON PLANS
98-E-1
8 OF 22
3158 CTY RD E
FIELD LOCATE PRIOR TO
PLAN AND PROFILE
GLEYONOOD Coy, WIS, 54013
CONSTRUCTION
VINCENT P. 29
SARAH LYONS 2
SW —SE
SW —SE STA.87+39 CL.
15
SEC. 14
SEC•
REMOVE EXISTING
14 STIC
3134 CTY RD E
INSTALL 54" X 24�CMP
CLENWOOD CIT(, WIS. 54013
WITH
ITH END SECTIONS
R STA
- 73+79,84
20' X 70*
20, TILE
'7
P/P
33'RW
12' TLE REMOVE AND DISPOSE
331RW TIE
12'
PERMANENT
EASEMENT STA 79+50�-
112�00 RED
pip SLOPE INTERCEPT
STA 84+N: :;:10 OF EXIT,
FENCE
SLOPE INTERCEPT f STA 77+00 78+80
x x
x
GO
46 1
EXISTING
COS 6ENTEPUTNE
K
A
EXISTING CENTERUNE
P/P
p/p
PAP TLE
33'RW
331RW 20 TLE
,33�RW
S'
SLOPE INTERCEPT STA 76+0
20' X 70'
PERMANENT EASEMENT STA 79+50 - 85+50
SLOPE. INTERCEPT
1-10
NW—NE
KIM R, GLASS
SEC� 23
AIA R THA J. MEISTER
79+21 E
9 +2 L
ERIC J. &
Vx
NW —NE
E EX NO Mp
NO REMOVE EXrS T ON
REMOVE
[PTA.
JERI L. AASEN
3131 CTY RD E
X
INSTALL 60' X 72r-�CCPIP
It L 60
GLENWOOD CITY, WIS 54013
c
SEC, 23
WITH END SECTIONS
WITH SECTIONS
3163 CTY RD E
NE—jVW
GLENWOOD CITY, WIS, 54013 NOTE OLD
AND ABANDONED FENCES TO BE
SCALE SEC. 23
LOT-f-CSM VOL-9 PC 2480 REMOVE AND DISPOSED OF AT THE DISCRETION
ON THE HIGHWAY DEPARTMENT
50' too, 150'
CORVE
LEN
= 600
T.
K'S5
1190
1
1190
92-
--
EXISTING
OENTERU�
E
1185
11185
0E
—
CURVE I
EN = 2C
FT.
In
1180
K
12�57
1180
424
'T
—
--------- - ----- 9LRVE_LEt
-----------
K -
59,07
1175
im
170
1
1170
EX
'TING C
TERUNE
1165
t165
EVE LEN
I= 300 FE
17
ip
K M34
1160
1160
1155
1155
g
1150
1150
0
Cl
l7i
�2
1`
0 00
ri cv N j�
61 01 91
x-
00
1�2 1,9 �2 lve te 1�e
11E
;L>
c0-
t2 "2
1145
--
75+00 T6-+oo— 77;�0-0 78+00
79:TOO
80 1
83+00
- -
84+00 85+00 86+00 87+00
00 139+
88400
4CO
90400
=ao
COUNTY PROJECT NUMBER
NO.
®.. _SHEET
NOTE; UTILITIES NOT SHOWN
VINCENT P, &
98-E_1
7 OF 22
sw.-Sw V(NCENT P. &
ON PLANS
SEC. f 4 LYON,S
c"" FIELD LOCATE PRIOR TO
nc
SARAN LYONS
SE -,SW
PLAN
AND PROFILE
.S'ARAH
y` CONSTRUCTION
SEC. f ¢
3134 CTY' RD E
��
3134 CTY RD E.
GLENWOOD CITY, WIS.. 54013
Q
—
GLENWOOD CITY. WI& 54013
m
pm
RED
33'RW SLOPE INTERCEPT
iC
SLOPE INTERCEPT
---- I SLOPE
INTERCEPT
2' TLE
STA 56+50
- 62+00
z
FOP 0
FOR
_
26MT7 FT��m
v
—
E015
�v—
—T-- �� /
{ z
CENTERLINE
�—`
_
L E#ISTINC CE7tTEFiLINE
T
pip
EXrST1NG
P/? d
p�P
SLOPE
INTERCEPT
R(P
12' TLE
SLOPE
�11tD UP
FTQA
33` W
PiP
,.
STA Pa4+50 — 84+5D INTERCEPT
IYfIF#
7E
33'Rw
K[M R. GLASS
�
ddARTHA J. ME[STER
KIM R. GLASS
A
MARTHA J. MEISTER
31.31 cn RD E
GLENWOOD CITY, WIS, 54013
NE -NW
SCALE
NW—NWr
3131 CTRD E
SEC, 23
SEC. 23
m
GLENWOOD Ci C', W 5. 54013
0
50' 100`
150*
1215
1285
--
} nsx
« $
1210
1210
1205
12051
K
N
J
trs
4
to
W
�
yy_
W
"
1200
1.
2ao
q
N
t
1t95
1195
CUR
LEN =
430 FT,
K « 64.33
iF9Q
XGTING
ENTERLf
E
g
4785
1185
_..._....1
--
_
____
.---
�
1184
1180
�..
__
_.....
4
1175
1175
1170
1170
-
QrA
hO
lulcl
co
4
m�KV
M
�
0
r
N
r
N
f-
r
71+00
721-00
— 73+00
74+00
75+00
6
0q --
62+Oa
03+00
64+06
ES+00
fib+a0
67+Go
68+Go
ss+Go
70+00
RICHARD E. &
sw-sw
COUNTY PROJECT NLoxRiR
SHEET NO,
ROBERT P. &
SHIRLEY A DUCKLOW
SEC� 14
6 OF 22
SE -SE
KAREN M. EICHER
FRANKLIN K. &
SEC. 18
CAROLE INZINGA
901 RUSTIC RD 13
3092 STY RD E
GLENWOOD CITY, WIS.54013
PLAN AND PROFILE
GLENWOOD CITY, WtS 54013
9248 S 53RD AVE
LOT-1- CSM VOL 9 PG 2523
9+CA LT'
S 9
STA.
T
TA, 4 + T' CMP
EXiS4nNLG CMPP
REMOVE EXIT
OM
1
OAKLAWN, [L 60453
STA.
MAJOR
53+00 END
CONSTRUCTION
C
59�g L' 0 CL
59+4 7
IS- GRIP
I INSTALL 26' X I Cm
G 'r
PRESERVE FENCE -
— - — --
LSFFAA,
Tj
REMO"S TING CMP
REMOVE DOS NO
40*R,V
ROPOSED
W CND SECTIONS
WTH CND SECTIONS
_
10 TLE
IZ
CDRNER AND 00000�
STA.
MINOR
53+00 BEGIN
CONSTRUCTION
12' TLE
N 60 24
INSTALL 60' X 24 CMP
SS
WITH END SECTIONS
SECTIONS
PROPOSED C
STA 48400 -
51+50,
STA
- 59+35
_T____
- -- - - - - - - - T-
-SLOPE INTERG�EPTT
�56+50
- - - - -
- - -
SLOPE INTERCEPT
�jj
- - - - - - -
POP
T-PED
Z �_T
COP
aEOS
Fo-C
EXIS'nNG
V IRON PIPE
CENTERLINE. P
SLOPE INTERCEPT
F P
P/P
SLR!
�JTLF
�P/p
.33'RW
M STA - 52t4l" 33'RW
PRESERVE FENCE
STA 57+111 -
KIM R. GLASS
59+70
29
E - 12641.0
KENNETH P. &
PROPOSED
DMC�j
I I 1p
I - 10002.34
MARY E. LYONS
MARTHA J: MEISTER
NE -NE
2
SEC. 22
15
pdOIX07L
891 310th ST
3131 CTY RD E
ROBERT P. &
GLENWOOD CITY, WIS, 54013
GLENWOOD CITY, WIS 54013
SCALE
I cikILVOk 2 PG 564-
KAREN M. EICHER
NOTE: UTILITIES NOT SHOWN
_LOT
BENCHMARKS
3092 CTY RD E
ON PLANS
FIELD LOCATE
PRIOR TO
NW -NW
NO
STATION
DESCRIPTION
L .
0
50' 100,
150, GLENWOOD CITY, VS. 54013
CONSTRUCTION
SEC. 23
_T4S9T8A!ION
6
50+98 36' RT SET 60d IN POWER POLE
+ 3�T PT
1255.95
7"
1250
—
[11250
7
sk�
2
CUT
AREA
1245
1245
<
PROP
ED CEN
ERLINE-
1240
0
1240
EMS
ING CENT
RUNE
CURVE
LEN
[124
1 235
1235
100
FT
1235
C
RVE LEN
400
T,
CUR
LEN
487.20
7T
K - 47 61
1230
1230
—
-------
K
il $6
1
225
1225
1220
_______1220
ri
215
1
1215
1210
1�21O
1205
1205
FT
--py
-,5--
FT
0
�lg
4:
In
'T
0
4 r-:
6
m
0
0
Y�
2n 2
Ci 2
0
7N
1 45
00
46+00
47+00
48+00
49+00
=�5O+��OO51
+�;00
52+00
53+00
54+00
bb+00
56
:bO
57+00
58
-00
00
COUNTY PROJECT NUMBER
SHEET NO.
SW -SE
GARY A. & DEBBIE J.
a STEVENS
NOTE UTILITIES NOT SHOWN
98-E-1
ffft
5 OF 22
RANBALL N. &
ON PLANS
CA=N TO
SEC f5
BRENDA K. LARSON
307 0 CTY RD E
FIELD LOCATE PRIOR
PLAN AND PROFILE
GLENWOOD CITY, WIS. 54013
CONSTRUCTION
3062 CTY RD E
ITY� L.9SIA-VOL. 2.-M
m
STA, 31+58 LT,
GLENWOOD CITY. S. 54013
E _LOT -57.EL
m
REMOVE EXISTING CMP
INSTALL 26' X 3T APCH(24'X35-)
T +9' LT.
STA. LT'
N
REMOVE EXISTING CLAP REMOVE
P/P
ROBERT P. &
KAREN M. EICHER
WITH END SECTIONS
-ON [ISN5TALL 26' X 24N CM
L 6 X
I
SE -SE
SEC, 15
_CTJ 10 S
EN SECTIONS
WITH END SECTIONS :0
El
3092 CTY RD E
40'RW
40'RW
IS, THE
m
GLENWOOD CITY. WS. 54013
PROPOSED
PROPOSED
STA, 28+00 32+OD
10' TILE DO NOT NSTURB
4-PED
33'k N
-PED
STA 35+91 39+21� EXS7M
F 04M
FOUND I' I.P. PROPOSED CENTERLINEE
PROPOSED CENTTRUNE
I
Zilt,
- - - - - - - - - -
EOR-
—
-s
302 DO FT----
EOS
--z7.EOS
Z2
22
EXISTING CENTERLI 1 SLOPE CNTERCEPT
STA. 38+15 CL.
P,
EXISTING
P/P
TENURE
CEN,
P/P-
—J P/P
P/P-
P/P
+
33*Rw
33'RW 8M #4
REMOVE EXOTING CMP
P E am #5
NO CUP REQUIRED
40'RWSED
40'RW
ALLOW NORTH DITCH
PROPO
PROPOSED
TO FLOW WEST
NW ... NEROBERT
P&
ROBERT P&
NE -NE
SEC. 22
KAREN M. EICHER
KAREN M. EICHER
SEC. 22
3092 CTY RD E
z
3092 CTY RD E
BENCFfMARKS
SCALE
GLENWOOD CITY, WS, 54013
GLENWOOD CITY, WS, 54013 -T-
N
05,T
STATION
DESCRIPTION
ELEV.
4
50-'37-RT, SET 60d IN POWER ROLE
1195,33
0
50'
too, 150'
41+90 RT. SET BOd IN POWER POLE
1214,60
1230
T230
-
1
225
1225
1220
CUT
AREA -,,
1215
1215
CARVE
LEN =29
Fj—
K - 166,W
1210
CIRVE
LENJ
300
T.
x = 11!
68
ROPOSE
CENTEF
LINE
1
205
1205
1200
1200
2
7XISDNG
CENTERLINE
CUT AF;EA�-',—��—
1195
1195
C)
4
0
r,
C6
tcG Oa
Gn
CT
L�
30+0-0—
00-
32
.-.-.---34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
454-00
COUNTY PROJECT NUMBER
ISHEET NO.
SE -SW
SE --SW
SW -SE 98-E-1
4 OF 22
SEC, 15
SEC, 15
SEC. 15
NOTE: UnUTLES NOT SHOWN
RICHARD J.
&
RICHARB J. &
ON PLANS
PLAN AND PROFILE
LISA E. BOOTH
LISA
E. BOOTH
cA D0 FIELD LOCATE PRIOR TO
STEVEN A. CLOSES
CONSTRUCTION
RANDALL N. &
911 HWY 128
3032 M RD
cta'IWOOD cnyl ws. 5,;013 GLENWOOD
3032 CTY RD E
CITY, WIS. 54013
z
BRENDA K. LARSON
GLENWOOD CITY, WTS, 54013
STA, 17+86 LT
REMOVE EXISTING CMP L44DOWNER TO
RELOCATE
A 1+74
S� L
2' + CL
M I Tj mbV2 E aIST
ES IIN2 CMP
GIVE F)" S No
29
yl-5�A
m
W62 CTY RD E
GLENWOOD CITY, WIS. 54013
40'Rw
INSTALL 26' X 19' CMP E)TSTM FENCE
[R
22
40'RW
X
INSTALL 54, X 72 CMP
IN
SALVAGE D=M FENCE 10' TLE PROPOSED
PROP 5
P/P
WITH END SECTIONS
WTIN S CTIO�j
WITH END SECTIONS
15
FOR LANDOVO4M M7ALL 28+00 - 32+00
33,RW
33'RW
NEW FENCE AS APART OF
PROPOSED CENTERUNE
SLOPE INTERCEPT
THE PROJMT.
SLOPE INTERCEPT I I
7:
ED PROPOSED CENTERUN
EOB
ELS
�CXS�NG CENTERLINE
SLOPE INTERCEPT
EXISTING CENTERLINE
P/ P-
RM #2
PAP
SLOPE INTERCEPT
EMIM FV" M BE RI LOCATED P/P
MR LANDOWNER AS A PART Of SM #3
p P
M
/P
STA 26+02,M 40*RW
3,37
4O
THE PROJEZr.
ROBERT P. & PROPOSED
ED
PROPOSED
S
STAbV24E-6
SIoNrC TCMP
0
KAREN M. ETCHER
ROB
T P. &
REU _
XI
NW-)VE
KAREN . AD EICHER
INSTALL 26' X IT CMP
SEC. 22 3092 CTY RD E
WITH END
SECTIONS
I
GLENWOOD CI TY, WIS. 54013
893 HW( 128
m
GLENWOOD CITY, WIS. 54013
NE -NW
+
�Q
BENCHMARKS
SEC. 22
ABANDONED
NOTE' OLD AND ABANDONED FENCES TO BE
NOTE;B
07 OLD E - C
ROBERT P� &
SCALE
1 0 T T
REMOVED AND DISPOSED OF AT THE
DISPOSED
REMOVED D - 0
NE
-NW KAREN AD EICHER
N07 STATION DESCRIPTION
ELEV.
0 P'�
OF THE HIGHVP�AY DEPARTMENT
IS 0 I HW y
SEC'
22
3092 CTY RD E
2 15+34 34' RT SET 60d SPIKE IN POWER POLE
$159.41
50, too, 150'
GLENWOOD CITY, WIS. S4013
3 24+00 34' RT SET 604 SPIKE IN POWER POLE 1160.65
195
1195
CUT
AREA
190
1
1190
CURVE
LEN = 5)0
ft.
K -
12DOG
1
185
1185
<
1175
I IF75
CURVE
LE F
200
T.
8
1170
8
<
1170
o
K-
12500
8
�VT
LED—
!2
CURVE
LEN
4a
K
- 201,49
2
Ea
<
IROPOSE
CENTS f
UNE
d
—
K - 166M
1165
E
STING
CD
TERLINE
1160
1160
72
CMP
1155
1155
a
C) 1, 0
N
cl! lgS
c� 1� Iq
c� O�
m m m m
0 (0 0 Cn 6
0 m
N
4 ri I, N5 0 0i ci ci 4 4 r-: I I< m
6
0 al
0 0 0 0 m
m m
�i
J-:
w �O �Q m mIm w
w
�2 1�2 L!2 �2 U2
t2
�2 �2 42 �2 �2 t� �2
�2 �2 �2 �2
�2 �2 �R �2
12 -'9 ;z
E �15+00
16+00
17+00
18+00 19+00 20+00
21+6-0—
22+00 23+00
24-
-00
27+0 28+00 29+00
30+00
o
ua
o
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q
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4
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4
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4
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6
4
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