HomeMy WebLinkAbout2005 70.00I1 .pdfINDEX
OF SHEETS
SHEET NG.
1
IT ILE
SHEET NO.
-
STANDARD ABBREVIATIONS AND DETAILS
SHEET NO.
-
ESTIMATES OF QUANTITIES
SHEET NO.
2-3
MISCELLANEOUS QUANTITIES, TYPICAL SECTION
SHEET NO.
4-8
EROSION CONTROL PLAN
SHEET NO.
B-17
PLAN AND PROFILE
SHEET NO.
STANDARD DETAIL DRAWINGS
SHEET NO.
SIGN PLATES
SHEET NO,
STRUCTURE PLANS
SHEET NO.
COMPUTER EARTHWORKS DATA
SHEET NO.
18-40
CROSS SECTIONS
TOTAL SHEETS = 40
A D,T
20'0 =
750
A,D,7
2020
115G
D H.V.2020
140
D,
50/50
`X% OF
A,DIA =
107
V.
=
55 MPH
BEGIN PROJE
STA. 107+00
COUNTY LINE
COMBUSTIBLE FLUIDS
(UNDER PRESSURE)
CAUTION
CORPORATE LIMITS ZZZZ&ZZZZ/Zz/-
UNDER GROUND UnLITIES
PROPERTY LINE
GAS
— G—
LOT LINE
ELECTRIC
—E—
TELEPHONE
------ T—
LIMITED HIGHWAY EASEMENT
SERVICE PEDESTAL
EXISTING RIGHT OF WAY
CABLE MARKER
NEW RIGHT OF WAY
POWER POLE
rFERENCE LINE
TELEPHONE
CINTERCEPT
RAILROADS
L GROUND PROFILE
MARSH
ROADWAY OR PRIVATE ENT.
WOODED AREA
PLACE
RIGHT-OF-WAY
MARKERS
qUIRED
WIRED PROFILE 0 E)
OVER HEAD LINES
O.W
FENCE LINE
------ X-
ST.
CROIX
COUNTY
rlK;rlVVAT ULI-"ANIMLNI
PLAN OF PROPOSED IMPROVEMENT
(220th Ave. to STH 35)
ST. CROIX COUNTY
--Nml"KONNNN--
R-19—W
P
4,
C -Ad& 1.4.
154,
T. 11
m 24
GrK
ITS I
T� it,
I,
I
AVE L
14
cam
Ell
112-
72
r
114
wT
Lp
-t I—AllaR
T.
m
0=11
LAY OUT
GRAPHIC SCALE
2000 4000
IN FEET
--m"Wom"I
TRIAL N--T LENGTH OF CCNTEPLJN. -. 223 mi,
PROJECT DESCRIPTION uuaERSEEs
CTH "I" FROM 220TH - STH 35
CONSTRUCTION PROJECT NUMBER 7OMIl
YEAR OF CONSTRUCTION 2005
0
C)
0
-----------
END PROJECT
STA. 225+00
ACCEPTED FOR
ST. CROIX COUNTY
T-31-N
--DATE -----FICHARD —KING
(HIGHWAY CHAIRMAN)
-DATE
TIM RAMBERG
(HIGHWAY COMMISSIONER)
ORIGINAL PLANS PREPARED BY
ST, CROIX COUNTY HIGHWAY DEPT,
COORDINATES ON THIS PIIAN ARE REFERENCED TO
ST, CROIX COUNTY CODRUIN14TFS SYSTEM
—BATE �SANRE
ST. CROIX COUNTY
HIGHWAY DEPARTMENT
GAPE
PREPARI-0 BY
DES=ER Y S 01111KI F P F.
DRAFTED BY
MECK)ED BY TIM RAP9,RG
UA)Nr IIVO
20' MIN CLEAR ZONE-
4' TOPSOIL & MULCH
7.82'
ERDUZE SEED
I
4' TOPSOIL & SEED--
— Oov
MIN CLEAR ZONE
7.82'
347
FERTIUZE & SEED
4' TOPSOIL & MULCH
3' ASPHALTIC CONS, PAVT. TYPE MV —
6° CRUSHED AGG. BASE & 2' RECYCLE BIT.
12' DEPTH GRANULAR SUBBASE
TYPICAL FINISHED SECTION
(MAJOR RECONSTRUCTION TYPICAL)
CTH "I"
(STA. 107+00 — 225+00)
42' SIM GRADE
I
34' TOP OF SAND
I
- 30' TOP OF BASE COURSE
I
2 . 8
0.027/FT 002 1 /FT
Mzmmmz��
1--- 2' ASPHALTIC GONG, PAVT. TYPE MV
INCLUDED IN PROJECT)
NOTE 2' MINIMUM DEPT OF DITCH UNLESS
DETERMINED OTHERWISE BY ENGINEER
�
6' CRUSHED
RUSHED AGO. BASE
12' DEPTH GRANULAR SUBBASE
TYPICAL TOWN ROAD
FINISHED SECTION
STA. 111+60
RT,
222nd Ave,
STA. 136+00
RT,
Lakeside Lane
STA, 156+78
RT.
230th Ave,
STA, 170+00
LT,
& RT. — 232nd Ave.
4' TOPSOIL & SEED
1
�4til
LVAGED TOPSOIL & MULCH SEED & FERTILIZER
SEED & FERTILIZER
VARIABLE
12' MIN. F4 'MA)� —SALVAGED TOPSOIL & MULCH
zi* 2.1'
0.027IFT. I I (TOV/FT
NOTE: 2* ASPHALTIC CONCRETE PAVEMENT TYPE Wv ON
EXISTING PAVED DRIVEWAYS ONLY, USE 6' TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
DRIVES-
l"Immoguy
STA, 107+00 — 205+00
YARDAGE SUMMARY
--MATERIAL
21,202 C.Y.
UNCLASSIFIED (CUT MATERIAL)
17,750 C.Y.
UNCLASSIFIED (FILL MATERIAL)
3,452 C.Y'
EXCESS MATERIAL)_-
23,600 C.Y.
_(CUT
GRANULAR SANp_(qANDUFT)___._
10,500 CY.
CRUSHED AGG, BASE COURSE
3,100-C, - Y. -4—
RECYCLE ASPHALT PAVEMENT_
6500 TON
I ASPHALTIC BIT, PAVEMENT
CULVERT SCHEDULE
_jST�k_ LOCATION LENGTH/SIZE ENIDW
175+32 CL. 60"X24- CMP 2 REO'D
129+64 CL. 44'X24' CMP 2 PEO'D
130+25 RL 26'XI8' CUP 2 REQ*D
131+80 LT, 30*XI8, CMP 2 REWD
135+95 LT. 30'XI8* CUP 2 REQ*D
136+00 Rr. 381XI8' CUP 2 REDID
139+53, _CL 60'X24'CMP_ 2 HEWS_
143+75LT. 26'XIB- CMP 2 REWD
146+43 LT. 26'XIa' CUP 2 REWD
147+00 RT, 26*XI8' CMP 2 DOWD
153+30 LT. 261XI a, CMP 2 REWD
153+62 RT, 30,Xla* CMP 2 REO'D
161+51 LT. 26'XIS' CUP 2 REO'D
165+42 LT. 26'XIS' CMP 2 ROWS
179+96 CL. 52'X24' CUP 2 REO'D
_
=86+00 LTT� 30-XI8- CWR-- Z=REWD
188+11 L.52 • CMP 2 REO'D
193+21 CL 64'X24* CUP 2 REO'D
202+49 CL REO'D
�Xwcwp
_52
209+00 CL 48'X24' CMP 2 MEWS
210+68 44'XW CMP 2 REO'D
B �XIEI _ CMP _E 211+10 LT. :_40'X 18* CMP i REO'D
L, +00 LT.40'XIB' CUP 2 REVS
J4
215+ 2 RE
CL 5O'X24* CUP 2 REWD
LOAD SPREAD (CONSTRUCTION)
GRANULAR SAND
185 C.Y. per 100 Ft. or 11.85 C.Y. per I 1t.
Tri axle (12 C.Y.) = 6.50 Ft
Quad axle (16 C.Y.) = 8.65 Ft.
AGGREGATE BASE COURSE
85,5�.K._per 100 FL, or 0.85 C.Y, per I Ft.
Tri axle (ii 14,12 Ft.
_COY) _=
Quad axle (f6 C.Y.= 1&82 F,
RECYCLED ASPHALT
Z6_G_Y per 100 FLor_0?_6 C.Y.per I 17t___
Tri axle (12 CY.) = 4EL5 FL
1 Quad axle (16 C.Y. = 62 Ft.
DIGGERS HOTIJNE
TELL. 1-800-242-8511
CENTURYTEL
2426 CTH M
P.D. Box 518
OSCEOLA, A'L 54020
N,_(715)-294-2463
ATTK MIKE VENDENBCS
SUMERSET/AMERY TELECOM
116 HARRIMAN AVE. W
ARERY, W1. 54001
TEL, (715)-268-7101
ATTR GREG CARDINAL
POLK-RURNEET ELECTRIC
1001 HWY 35
CENTURrA, WL 54824
TEL 1-800-421-0283
AT TN. STEVE STROSHANE
ST, CROIX COUNTY HWY, DEPARTMENT
Rol BOX 108
1150 DAMS ST.
HAMMOND, WS. 54015
TEL. (715)-796-2227
ATTN. TIM RAMBERG, HWY. COMMISSIONER
5
a
I
I
m
THROUGH HIGHWAY w
40
TYPE "C" INTERSECTION
y 0 RT, Lakeside •Lane
230th Ave.
yTA. 170+00 'Ili f Ave.
STA#' iL R •I
DESIGNS MAY BE INTERCHANGEABLE IN COMBINATION OR SEPARATELY
FUR ANY ONE COMPLETE INTERSECTION DEPENDING UPON INTERSECTION
ANGLE AND SURFACING OF EACH APPROACH ROADWAY.
zmLj OAD lUREAS21CA fLE
WHEN THE SIDE ROAD IS NOT PRESENTLY PAVED, PAVEMENT SHALL BE
PLACED TO THE LIMITS SHOWN UNLESS OTHERWISE PROVIDED IN THE
CONTRACT, WHERE THE CONSTRUCTION LIMITS ARE BEYOND THE PAVING
LIMITS, CRUSHED AGGREGATE SURFACING SHALL BE PLACED BETWEEN
THE PAVING LIMITS AND CONSTRUCTION LIMITS.
WHEN THE SIDE ROAD IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE
PLACED TO THE LIMITS OF DESIGN AS SHOWN AND BEYOND, IF NECESSARY,
TO MEET EXISTING PAVEMENT.
WHEN THE SIDE ROAD IS THE CONSTRUCTION PROJECT, THE INTERSECTION
SURFACING SHALL BE THE SAME AS FOR THE PROJECT.
PATH DIMENSIONS FOR TYPES
AND 'D' INTERSECTIONS
a
RI
R2
65-70
35
7tl
71-60
40
70
81-40
40
60
41-100
50
55
@I-110
60
45
STATE PROJECT
70.0011 CTH I
I DETAIL SECTIONS
!OTES.
1.) UNCLASSIFIED FILL MATERIAL REPRESENTS
TRUCK MEASURE ASSUMING A 30% FLUFF FACTOR.
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 WSCONSIN
DEPARTMENT OF NATURAL RESOURCES,
SAWCUIS
STA,
OFFSET DISTANCE
I TYPE
T07+00
12'LT„ & 12 'RT.
MAINLINE CTH I
111+60
70' RT„
222nd Ave,
123+25
_ 38 R1
PRNATE ENTRANCE
156+76
75' RT„
M230th AVE
170+00
33' LT. & 28` RT.
232th AVE,
2 +20
�224+38
_ i8' lT. & 2S' NORTH
POLH—ST CROP% ftD
20' RT._
PRNATE ENTRANCE
225+00
92'LT. & 12 °RT. M
µAINUNE CTH I
3 OF 40
I
Im
•
I�
4
I
NOTE
EXACT LOCATION OF EROSION CONTROL ITEMS
TO BE DECIDED IN FIELD BY ENGINEER.
ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH,
STA. 107+00
BEGIN PROJECT
NOTE107 p
SLOPE INTERCEPT
ZZ_
SCALE
O 50, 100, 150,
INTERCEPT
SLOPE INI EICEPT
SLOPE INTERCEPT
SILT FENCE
EROSIN MAT, CLASS 1, TYPE 6
SEDIMENTATION LOG
...........
it
RIP RAP
LOPE INTERCEP,
T
70.0011 CTH I (North) 4 of 40
EROSION CONTROL PLAN
SLOPE INTERCEPT
SLOPE INTER CEPT
SLOPE INTERCEPT
7
10
IN
I
I
ll�T
EXACT LOCATION OF [RQB0N CONTROL ITEMS
TO BE DECIDED IN FIELD BY ENGINEER. EROSION CONTROL PLAN
ALL DISTURBED AREA'S TO RECEIVE TOPSO|L, SEED, FERTILIZER AND MULCH.
' SuPc/mcnnoPT �
� L.mOPEWrERCEFT
--^� � 0L_-:=� — ----- ---~--
--_��-__�—�~��-^'
| smp /Nnnco"—_^�
�
' � 8
^ , /
�
SCALE
0 50, /07 ,nu'
SLOPE INTERCEPT
SLOPE INTERCEPT-/
ERO3/M MAT CLASS 2, TYPE B
SILT FENCE
ERQ3<N WAJ, CLASS 1, TYPE 8
SEDIMENTATION LOG
SLOPE INTERCEPT
�
— ~--
Mass 2 Typey
.NOTE
EXACT LOCATION OF EROSION CONTROL ITEMS
TO BE DECIDED IN FIELD BY ENGINEER.
ALL DISTURBED AREA'S TO RECEIVE TOPSO!L, SEED, FERTILIZER AND MULCH.
SLOPE INTERCEPT
A
SLOPE INTERCEPT
MOM
SLOPE INTERCEPT-7"
� RIP RAP
SILT FENCE
ER0S|N MAT, CLASS 1, TYPE B
SEDIMENTATION LOG
COUNTY PROJECT wUME
70omncnH|(w^*h)
EROSION CONTROL PLAN
0A
r
�
--r-
SLOPE INTERCEPT[]
Sh
�
SLOPE INTERCEPT -
LL
/ co
ouss27yppB—~ U~'
COUNTY PROJECT NUMBER SHEET NO,
NOTE 70.0011 CTH I (Norih)
E-XACT LOCATION OF EROSION CONTROL ITEMS 17 of 40
TO BE DECIDED IN FIELD BY ENGINEER, EROWN CONTROL PLAN
ALL DISTURBED AREA'S TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH,
0
SLOPE INTERCEPT
T SLOPE INTERCEPT
SCALE
50' 100, 150,
SLOPE INTERCEPT
SLOPE INTERCEPT 13
RIP RAP
SILT FENCE
EROSIN MAT, CLASS 1, TYPE B
SEDIMENTATION LOG
COUNTY PROJECT NUMBER- SHEET NO
Schachter Family SE —SE
NOTE: UTILITIES NOT SHOWN
—I�N"�, ON PLANS
-- —
70.0011 CTH I (North)
Limited Partnership SEC. 10
FIELD LOCATE PRIOR TO
9 of 40
attrtz, Ed Schachter
CONSTRUCTION
PLAN AND PROFILE
22LO jOlh St
Same,set� Al 54025
Cregory Plourde
Tel 715-247 5982
Cel 115-497- 7912
2252 Ca,lty Rood I
NE
—SE 5olers,t, wl 54025
STA. 107+00
SEC10 TO 7P5-247-554,,
�
BEGIN PROJECT
STA. 1 15+32 CL
j
REMOVE EXlSTING, CVP
T'
Note: Instof Rockdroin in ditch bottom
INSTAU CA' X 24" CMP
under the direction of Engineering Set.
2
NOTE. SAWCUT PAVEMENT 33'RlV
.n 'et
Grada Peyat;" "t by
MATCH DOSTING GRADE
EX5TlNG CENTERUNE,
SLOPE INTERCEPT
P E,O;,."
ne
'53'RN
17'x6OQTLE
60 iN CEP E,
LILL
959 4 6 F 7
EOS
EOB
SLOPE INTERCEPT
111+60 Rt.
SLOPE INTERCEPT
SLOPE INTERCEPT
P/P 33'RW P/P
T-PEP
Note: See PC 3 for Intersection Det Oil
C= M,
d
P/P
1/10'x300' TL\E
P/
Richard
P/P
Plourde
'\-Match 70'
Rt.
I
Lot 6 1
Q
grade
Richard Plourde
'ej
Richard Plourde Lot 7
624 220th A,,,,ae
SCALE
sw-sw
Lot 8
V0, 54025
SEC. 11
!
624 220th Avenue
Richard Plourde
N
624 220th A�e...
Somerset- VY� 54025
im-
�-- �- --�
0
I ; I I
SolelsA W, 54025 1
NW —SW
0
50' 100,
150' 624 220th Avenue
I I I
Tel 715--247..3162
Cel 651-247-1697
r
SEC. I I
Somerset, M 54025
985
985
CUT S
:CTION -
980
980
975
VPI STA
VPI EL
= 111+75
= 967.50
975
CURVE
LEN =
450 Ft.
K
= 8L56
970
—
— -----
970
VP1 STA
= 107+75
965
VPI EL
960.93
965
PROP)SED CEITERUNE
960
o
CUT
SECTION
960
955
EMSrNt
CENIERLI
'E
955
950
VPI STA = 115+75
VP1 EL = 952.00
-----950
CURVE LEN = 350 Ft.
945
K= 34.79
no
C,
2 A
9 2 8 8 8
0
r,
9
!12
F1
11C
Flo- vi
4 0
n 6 6
6 c4
cj
940
Cn
m
9
9
6+0
0
1117+11
D
'0"
+00
109+00
110+00
C.
112+UU
113+00
I1j4-OO
M 01
0, 0 M Co
c,
91
115
rOU
116+00 TI/+UO
118-00
119+00
120+00
I
IN
I
b7
,I
SE —NE COUNTY PROJECT NUMBER [SHEET NO,
NE —SE
Gregory Plourde
SEC. 10 70.0011 CUT I (North) 110 of 40
SEC. 10
y
2252 Cot,nTj rI,ad T
Tamer. etVI 5�025
Tel 715-247-5543
PLAN AND PROFILE
J
'yy
Ir Gregory Plourde
7252 Co,I Rood I
Slrellet, WI 54025
'I Sta
It . 419504,25 17'x6OO' TLE
33YFN E - 527621,611
S 131+80 TNC�T
STA, 129+64 CL 6,F
F�
rt'UAT-i- 44 X 24- CTAP 1 LWTH FP 5FICTO-6 P, st" 2 60
P"Iovo IXIS"ONI-1 C", 79 FNSTAI_t. 30 X IJ- CQP Pi 4 0579e�
VI END SECTIONS E 5276Z581
SLOPE INTERCEPT
dm""d "ode 0U13'2,7iR
EXISTING CENTERLINE s—b+ PI 33*RW
T P- D SLOPE INTERCEPT
4,
LD 41 11
N
EG
P/P ITRIN
SLOPE INTER CEP(
CE
F� r % SLOPE NTERCEPT�z
-D
T p/p P/ -T-PED
12 3�
t;�'t A.+
N' R
No CIAP Req�i,l
Richard Plourde 33P,I(
Lot 9 Frederick Jennie
Mangine
624 2201h A STA. 130+25 RT.
Nw -sw
SEC, I I
SavIc,jt 38 Ft FRI.
s �t 38J
1 10 I, -
INSTAU 26' X 18' C"p 605 Lnke�;de LoII
so,' -'et' Y'l 54,025 TTITH E74D SECT�CNS Sa,"t, WI 54025
:C
s' L0-1_I_C5" VOI 2 PG 3212
De Ricci Michaletz
SCALE R00J
----------
NOTE: UTILITIES NOT SHOWN
2237 County
some'se, WI 54025
ON PLANS 1 2 SW—Nw
FIELD LOCATE PRIOR TO
TO 7t5-247-3044
CONSTRUCTION P. SEC. I I
50' 100, 150' LOT_1 CSTA VOL-3 P(.'� 847
990
CUT
SECT101,
E<ISTING
CE4TEPLINE
990
985
L
/v
985
VT
W
I STA =
I EL = (
122+75
95.30
CURVE
LEN
= 600 111.
980
K
980
It
975
975
PROPOSED
ENTERL!
m
o
t
970
970
965
4,..
9 65
0-24'
qnp
960
960
III STA
127+5
).00
`---vPi
III EL =
965.50
-STA
= fsi;�
I
-M0----'
955
-URVE LIN
= 35C
Ft.
VPI EL
963,80
K =
59.84
UR
N =30
Ft.
955
K =
182.57
950
950
C,
5;
Lllimolm
00
an
ww
q*
0
945
g
A
w g
Go 0
To
CP
w g
(a
gi g
ITO
m ca
6
w
m im
10
0
m
m
C6
m m
0 ON
ot
m
m
C4
6 0
P,
U�-278
w
C6
Po
Q) 9
6
LD
TO
To
to
F'i US
X3
m
Ki mi
ID 3(0
m
4
(P
vi
'D
m
To
rn 945
120+00 121+00 122+00 12,5 1-00
124+00
126+00 121+00 1126+00 129+00 130+-00 131+00 132+00 133+00 1 +:-00 135 1 +00
I
U
IN
I
i
I
Paul & Melinda
NE -SE
Robert & Marteen COUNTY PROJECT NUMBER SHEET NO,
Kirk
SEC. 10 John
Plourde
Harried
2269 County Rood 1
I 2280 County Rood 1.2263
C�Ilty Rocd I
V0 54025
WI 540L"5 In
so",net. M $4025 PLAN AND PRORLE
Gregory Plourde
T�� 715-247-5652
0
Tel 715-247-2700
TO 715-247-41229
VOL9 PC 2530
-
Z3L
C32530
j-0T-SL-OL_9PLOTICOO
2252 C,,ty Pond
NE -
54G25
:F,
IVE
PT ,1,� t44+05 60
71 STA.",1,3+ 5 T
E _ ""��T A
C�?T5 6"
0 vp
NsTA-L
",I L 30 x
Vf 1H EN
"T" EOP 'rC�O '9
STA. 139+53 CL
v� EXISP p
'<�)O .4G C"
NSTAL� 60� X 24- CMP
STk 141+B6 LT,
Ag eqo�, EMr.,c'
'g'eqo�' EM'.'c
N� CPJP equ�,ed
SEC. 10
46+
4�+ li-E Lt,
STA. lr'4�3't
W75 WR p/p
INTERCEPT
33'R""d P/P
-4
i
A H END SECTIONS IT
Wlelt dranige 0 ... t
Sot by P,.,e,t E�c7,c
EXtSTING
1� St" - 112+0550
P/F' N �2137846
-PE I
-5 'R �5T POT
Tj�
-x � ING CMp p1rVOIr INSTALL 26' X
INSTALL 26' CMP
I L 6 S�CLO�" _"P "TO E�i
END SECT[MiS I I - CtIP
r ' '6 x 'B.L, WH UM SICT*NS
no�"'
pp 33'RN
SLOPE
El—
CENTERLINE`
T PID
SLOPE INTERCEPT 2
4CR
E INTERCEPT SLOPE
I T PED
7-
I !r 1 R. i
--- ---------
Os
SLOPE iE
INTERCEPT
I
IOWOO' TLE
Q
Note: See PC, 3 For Intersection
Frederick & Jennie
Dltb,
DetbifSTA.
II;LTraiser
M• 6+
R
0 t
&
142+05 RT. I
I.42+
Agg,egate EM,�c� I
No CI�P
Family Trust 3 3'RN'
Charles (Chip)
Mangine
C T
T"
i NSM-L 38' X 18' CMP
X "R ;3 1,1TH =�LN?S�CP'CAS'C
p PltTM END SECDONS
I I
le,,,d
Franklin & Linda
1
ES 7'�+ 0 7R PIA 4F S_
666 County pr'd H 1 FV"
So,,,et, VA 54025 J4STALL 26' X 13- C11P
"OT'_ 2, CUP
L
PO 5
Sl," W 54025
:
Bernell
& Kathleen
0
Govekar
TO 715 FLO ��C 0 ) '0
-247-5902 V�)TH END SECT0L'
(OT I CSM 'VOL 2 P'O 3247
Jensen
1
2277 County Rcad i
NW -NW
SCALE
606
Lokes;de La,,�
S.Ielset, V4 54G25
SEC. I I
tl S.,re,set, M 54025 1
Tel 715-247-5554
NOTE: UTILMES NOT SHOWN
HOWN
—
TO 715-247--376T
I
LOT 5 C5kA VOL 2 PC 3242
ON PLANS
LOT 4 CSM
SEC. I I . . . . .
VOL 2 PC 3243
. . .. . .. . . . 2_ _ I
1-7 IA1111' FIELD LOCATE PRIOR TO
7/�\
ttt
CONSTRUCTION
VIH STA = 137+00
VPI STA = 142+00
VPI EL = 970.50
VP1 EL = 9717o
CURVE LEN = 200 Ft,
CURVE LEN = 400 Ft - - - --
975
K IM00
-
4
975
CU
F SECTV
N
970
970
965
965
Z- PR
POSED
CENTERE
W
960
960
960
955
VPI STA
= 139+50
M EL =
CURVE LEN
969.00
= 100
Ft.
955
K =
4,132
950
950
EXISTING
O�"
,ENTERUNI
'
945
945
VPI STA = 148+50.00
VPt EL = 945.50
940
CURVE LEN = 400 Ft.
= 176,72
940
935
------
935
"5
20
06 0; of d ci O;lc6
ig 92 �g 9105 - --
U00
930
am
co
134+00 135+00
136+00 137+00 138+00
139+00 140+00 141+00 142 +00 145+00 146+00 147+00 143+ 3k
I
a
I
I
I
I
I
I
Date & Harriet
NOTE: U71UTIES NOT C
I -SE COUNTY PROJECT NUMBER SHEET Na.
A
SHOWN
ON PLANS NE
'S E
FIELD LOCATE PRIOR TO
To
Hansen
2304 CO3,,Pe R,,,j I
S, C. 3 70�0011 CTH I (Nor
Date & Harriet
SEC, to
CONSTRUCTION
Son, el W 54025
Hansen PLAN AND PROFILE
Tel 715-247-3991.
Lee & Deborah
Ballargeon
STA-, 153+30 Lt.
-LOT-1-C-S-tA VOL-7- PC 589_
-------
&JAD 2304 Co.set uP, %,d I
-il 04025
STA: 15075 LOT I CSA VOL 2 PC 56q
2291 Cn,,tt, Road
5,,une,T0, of 5402!
REMOVF Ex�-,TING Ca.
T: INSTALL �C, X 18- cv
3,, 5FCTCTNs
z f 11
Elimate Field
CIAC _q'L,"
T�A 6' It ILL
RTIA"C'16EXIST CYP
�NSTA� E
LL 26' X 18' CM"I
E�!
_6 CSPA VO[
P07 9 PC 2,
3q
L
n anc
�ST�
H _ END S-ICT
"TH ONS
MT "D 17'x300' TLE
�,
33'FM P/P
�SLOPE INTERCEPT -
I OLD P
E (STING CPNTEFT� PNI(�
4y"� .1 7'x4GO' TLE
19 P/P P
/,3,3 :Z,
TERCEPT
=tr
!-3.__x
toX-__--
—
SLOPE INTERCEPT
Match Crude at 50 Ft,
Z.
-iLOPE INTERCEPT
P/P
STA 53� �6
� TA .
E J"CRC r �j I A p 03 P, St
1 1 -PED
'N'T, ". EX T
tNSTALL 30" X 18' COP r P E D - 1 23 9 5
Tratiser Family Trust
Lee & Deborah Le e & Deborah
Ballargeon,
'4
WITH END SECTIONS
T, END SE
I ",_
5276732'3�
Warren & Janet SP4C
St. - 157t1261 0t) 07 R
Battargeon
14 - eT2895,53 Rivard 25'x400' TL
666 ty Rocc H
S.,t,t, 54025
2291 County Road I - 2291 C,,ulty FZ��d I
Son,st,t, W 54025
E � 5276S965
2291 County R�d I
Sor,,P,et, W 54025 1 rn
Let 715--247-5544 LOT 9 CSI,I VOL 3 PG POT
VA 54025
TO 715-247-5520 Tony
LOT
3 CStA VOL 3 PG 761
Ray Sterner
SCALE
I
I
STA= 156+78 75' RT
LOT I CSIA VOL 6 PC d6307
2310 Cc�my Pond I
Sawcut and Match Existing Grade
A? 54025
NW —NW
LOT 2 CSM VOL 5 PG 1437
SW —SW
0 50' 100, 150'
SEC. I
ACC
SW 2 _z.,,3a..crr e,ttt_Vn1 576, PC, IS9
955
955
CU-
SECTIOq
950
7-
950
945a.
945
PROF
COED CE4TERLI
VPI STA = 153+00
VPI EL = 954.80
940
CURVE LEN = 50 0 FL
V,
K 49.56
940
935
CENTFF.MF
935
VP1 STA = 148+50
VPI EL = 945.50
CURVE LEN = 400 Ft.
------
......
930
K = 176,72
930
VPI STA = 152+50
VPI EL = 937.20
CURVE LEN = 400 Ft,
925
K = 75.83
925
920
920
915
915
0
.2 0
'r'
0 5
:R
T
T, 26
Q
rn 1 Ir,
1-
`3
ID
m
0
0
00
C4
m
n
I,
r,
p�ryry0
P
C4
V
tl'9L
w
Lo
d
ci 0i
to
:6 ci
r,
1,
co
9
an t4
c3
Pj
n 16
at
P F
TE
910 CR
m 0
an (w
m war
co
0
m
C1
m cm
a,
2,6
i
I
'r
an
0) a
m
an ft
m
148+00 149+00 150+00 151+00 152+00 153+00 154+00
155 FED 156+00 157+00 158+00 159+00 160+00 161+00 162+00
0
(D
116
I
I
I
1 65+�2 Lf�, SE —SE Mark Crotty teM1. Fs
RE -ACNE 1 E� T,,4G _ 11�
SEC. 3 23l6 Co,t, R,,,d 1 10 NE —SE Jason Crotty Christoper%&rotty 1 23
R6,11"LL 30' x 18- CL,11 ;j SEC� 3
p/p FIlrl�et, TO 54025 '98 2-32,,d
17'x3QO' TLE
2336 County ril� d I--
WTH END SECMNS QVill 5ZO25 w! 51,00, f� I'D'
E0 SLOPE INTERCEPT Tel 715 247-5675e eft33'R"'?
/P --I Tl 715247-,O�B
F LOT CSJi Vol 17 PG 446F ?Y5, c�
5-
T-PED -PED T 4. ? b5
E0,9 L0_,_ _C_S'A_��o LOT 3 CLQ V,1 6 PG r699
EXMING CENTFRUIF I
2 tP ERCEPT
-------------24
'INT, R j
2
_`��e Germain SLOPE INTERCEPT
Progenies.._
it I; Properties <a, \-T- PZD RelMax
barren & Jane t \e, 33'RWutr-T-PED SLOPE
Rivard Grand Pr w—sw
712 Rvard St Suit, '00 25'x40W TLE Grand Properties P/P Andrevo Egemo 0,
712 R;,�,d St S�Le 300 _PED S Grand p Re
am. set. W 5402s __ "L L
279t Ro.d 1 I- l,OT 16 G,r, Vr'. EeLati,s 712 M,c,d St S.�t,e 300 S.,e,set� W1 540
Omer Wl 54025 Note: See PC No. 3 for Intersection Detail 2328 &I,t St. 3YRN
Detail 7lZ R;,c,,l St S�,te 300
Somerset, Al 54025 Tel 7t5-760-0760 Sor,e,set, M 54025
LOT I CSM WCA, 6 PG 1607Some et At 54025
LOT 17 C,arT Oe, Estates CrGanvi,� Est,,i, S61 pw Tel 715- t)6 rcn V,eR
I r Estates
-LOT LOT 2 Gran V,, C,tetes -1
SCALE
_50'
NOTE: UTIU11ES NOT SHOWN
ON PLANS
6u� SEC
ON
985
n 100, 150'
C
CAUTION FIELD LOCATE PRIOR TO
CONSTRUCTION
)j, r
985
980
—
—
—
—
—
—
980
VPI STA = 172+ 0
VPI STA = 176+50
VPI EL = 970.5
VPI EL = 988.00
975
CURVE LEN = 2 Ft.
CURVE LEN = 450 Ft.
K = 723.0&
K = 65.45
975
970
970
9651
9.
<`A
965
VP[ STA = 170+00
VPI EL = 955.50
960
CURVE LEN = 200 Ft
K 66.13SELLL
960
955
g
955
950
Lit
950
8
945
945
a.
6,
940
Z�A
940
935
935
1
PROPO
1
ED CENT:RUNE-
930
930
VPI STA = 164+75
>
VPI EL = 90&30
COUNTY PROJECT NUMBER
SHEET NO.
CURVE LEN = 650 Fit
I/
925
K = 40.93
70.0011 CTH I (North)
113 of 40
11,0*1
_125
EXIS
RIG CENTE
RUNE
920
PLAN AND PROFILE
0 0
0~gy
C,
c—',
C"I
IO C4
no in
r,
0
!I
g
920
0, Jin
A
Lro,"��
P4
yi
a
_`
Lrl
C!
C4
L
g 'i '6
9 1_5
Cp
cr, wen
CD
0A
0 (x
ago
Co a
0 a
as Cp
c) ca
M
h_iL_L_L_L
cP
so C6
an Cb
M co
r,
M Cb
0),
lt� r, 1:0 no 00 w 00
CP
162+0
0
63+00
164+00
165+00
166+00
167+00
168+00
70+00
171+
0�01
—
�72+00
—
_t73+_D0
_i1+00
_174—
Co M an 01 OR a
175+00 176+00 177100
an 915
I
I
ME
I
I
I
NE —SE
Robert & Mary tJohn
& Julie COUNTY PROJECT N_:UM:B�ERSHEETNO,
SEC. 3
Crotty
Martell SE —NE
*Lea & Darlene
SEC. 3 70.0011
CTH I (North) 114 of 40
Ifeather Crotty
23-13 C"oty R.,d L
11 54025
Crotty 1120 20t� A,,-
14026
N �2a736. 23
�27732 �0
TO 715-247-5455
oIL, I.
2370 Cou,ty R,,�d I TO 715-294-�244
PLAN AND PROFILE
11 95'L 2338 Cou,,ty Rood I
Fome et VILL 54025
LOT I CSIA Voi 15 P' 4726
S�',n't' W� 54025
1 - OT LO 3 C11A Vol 15 PC, 40
2 CoM Vol 15 FIG 1,068
LOT 4 CSIA Vol 15 PG 4126
Leo & Darlene
a
STA. 179+96 CL
REII�OVE EXISTING CVP
No Crap req�red "t INSTALL 52' X 24 OJT,
L
01
STA.
STA, 82;83 LL
I r,
A LLq,eqate
�j
STA. 188+11 CL
31 20' skew R
k I"lo
'145TALL 52 X 24' CLAI
Crotty
2370 Cm,riy R-,,d L
so"e'-et' WI 54025
I END SECTIOI6
et
N. CMP e,�!,�d �'i
"go
, U-1
S A 86+00 WITH END 'ECTONS
v_ r�' sll�
RTIA�16V!'I NC� CI
T�
, Fr,,,nII
STALE �(L
TO 715-2-17-5671
1�02._C 15 PG 4068
_Val
P/P
33, R W p/p
",,ch G,�de ot 50 Ft
I IN X la" C%Oo _aLLP--mcl
L 0 x J� C __ELL
SLOPE INTERCEPT EXISTING CENTERLINE
p PED
'."'T
P, EN
ITH '6� S'CT'O'C
W END SIECTIONS
TnstQIA Ditch check
-------------
Awl-
P/P
33*R'N'
SLOPE IN TFRCP
.......
.
-
Q--
17---
AWL
-�SLOPE
Tl G
10'x2OD' TILE 33'Rd T - PED
01
SA182+16 Rt
Agg,q.te ErItm,ce
N. CMP equi,d I
5 LOPE 19MMERn-
18 5 �+g 5� !R IL
LS N�
LJ
Timothy & Georgia Crand Froperti es
�T.,,
7X
Knipp
3 M
712 Ri,L,d St SL,st, 3OG
Todd Dickman
I
NW —SW 508 south Soge Al 54025 1
Beth Tarman
Theodore Tangen
I
SEC, 2 Loropoc. CA 93436 Estot,s-- Imr
LOT 3 C,an LIZe. Fstates
2349 County Raud I
2355 Courty Rood I
Somerset, WI 54025
came of 11 54025
Znl 715-247-2534 II
TO 715-247-3210
SCALE
NOTE: UTILITIES NOT SHOWN I
LOT .,, 5 G,Vee Est ct,.--
SW
ON PLANS
—NW
FIELD LOCATE PRIOR TO
SEC. 2
CONSTRUCTION
50'
100, 150,
t-
VPI STA = 183+00
VPI EL = 979.30
CURVE LEN = 300 Ft.
985
K = 155.27
980
UT SECT
ON
980
I
--ez
PRO'OSED
C
NTER LIN
VPI STA 187+00
7OU
VPI EL = 970,20
975
r4'
cmi:
r SECTION
CURVE LEN = 200 Ft
.-
--
—,- _--p
—
K 108.60
975
VPI STA 179+50
VPI EL = 980.50
T
CURVE LEN = 150 FL
970
K M54
EXISCING
ENTERLINE
C
970
965
965
24' Cr
p
960
5
960
955
955
950
950
945
945
2 2 Is,
g g
0
Fm
L
g 6 1 0; g 6 g
0 6 ` �
Es I,
j Lw�
00
0
W Ce "s
G! C�
940 01
940
M CM C) a M
0
r
176+00
177+00 178+00 179+00 180+00 181+00
182+00 183+00 184+00
185+00 186+00 187+00 18
CD Ce 940
1 - 9 1 11 +00
a
I
ME
i
I
I
I
SCALE
COUNTY PROJECT NU:M:KRSHEiETNO
Leo & Darlene
Cory & Laura
NE —NE MOM CTH
I (Noith) 115 of 40
—1 Crotty
SEC, 3
0 50' 100,
150, —
Still
2370 Co tf Rood i
S0, ellet, 'at 51025
8952 D,,,,
I PLAN
AND PROFILE
TeI7 15-247-S613
'
V,0�dJury. M11, 55125
1
SE —NE
LOT 2 CG15 PG 4069
J-LO1 C ' u_7cr IS PG 4176
SEC, 3
193+33 Lt.
--1
Charles & Catherine
Pinkerton Trust
12511 �Qte i
5277eN15 ty0 CM,
aTa)5'2605"L
587 P.lk/Si Road
i G,ade
at 50 F
Sume,s,t, Wl� 54025
P/P
T PED
/
at �_Ft -
33' P/P Ma tch (-,,adp at 40 Ft -
R� --T-PED
P/p
715-294-3459
LOT 4 CSM VO 15 PG 4�76
U4�z, x
SLOPE INTERCEPT
I
-
P/P
ZI
- - �g
CCC
P/P 3,3'RW
SLOPE INTERCEPT
-7-
o . . . . . . . . . .
SLOPE INTERCEPT
L
— ------------
EM ING CENTERLINE
7:� :7
3,Yi STA 193+21 CIL -
SLOPE INTERCEPT
Fri National
20' skew RHF
Frist National
F-1
Bank of Cheti
i Bcx 24
Chel YA, 54725
REMOVE EXISTiNG ClAP
iNSTALC 64' X 24- CMP
�Vli END SECTITTS
-� set
SW —NW culvert Flow El"nt;e
Bank
RIO,
Chetek,
of Chetek
fie� 24
M, 54728
33'rw
STA 202+49 CIL
REMOV, EXlSNNG C"P __.Lank
Frist National
B of _ Chetek
By P,Oject i
INSTIM-E --0- x '30- C"p
P.Q. 90, 24
SEC, 2
WTH END SECnONS
Cvtvert FN. l "t
ch-tek, eL 54723
8, Project Engineer
NOTE: UTILITIES
NOT SHOWN
CAUMN
ON PLANS
FIELD LOCATE PRIOR
TO
NW —NW
CONSTRUCTION
SEC. 2
960
960
255
P -",POSED
ENTERLI
IF
950
945
'YFl
945
EXISTit
G CENTER
iNE
STA = 199+00
VPI EL = 935.50
24'
CURVE LEN = 200 FT
940
K 190.91
940
935
D
:s
935
VPI STA
= 202+50
E;
VPI EL
= 926.00
CURVE
LEN =
500 Ft.930
K = 118.92
930
VPI STA = 193+00
VPI EL = 945.50
CURVE LEN = 945 Ft.
925
K = 395.71
-
925
TU—c m
7-
920
920
J co Od n
J m 0
a, 7-40
V) 0 a
c�
e,
0
m
10
10 1 6 1 �vi vi
k,
0
6 16 0; 6
Im,
1 48
"a
ed
C4
Ts ci ci Z 0
g 6 co I
ce
=J
QO
(A Ce 011 m 01, m (111 m
Go Ce a 0) clb a m cl, m
v 1 `1
ill N
'11 Jos RiN 4NI
4
- -
Oil ce
C11 m
m
011, 0
a
cb a cm
01, m
Go m PIP 0
cm, ob
915
L 190+00 91+00 1921-00
193+00 194+00 195-P00
196+00
197+00
191
199+00_200+00
GO 0 sin m
202+00 203+00 204+-00 2051-00
0
a
I
17
I
I
,IN
sin . 202121+0
N '2T590 77
1, 51781981
R7-03 42 04'R
NED
SLOPE INTERCEPT
0 50' 100, 150,
40
35
30
Note: See Pg. No. 3 for Type C intersectio
Note:
See Pg, No. 2 for Sawcut Distance
F/ P
STA. 210+68 CL
P-MCIA EXISTING CMP
'ISTALL 44' X 24- CMP
VlITH END SECn011)5
C.T'e't FfOW ije'ct;on SPt
By P'0;"Ct
STA- 209+00 CL
z REMOVE EXiSTiNG CPAP
INSTALL 4BX 24' C)AP
WITH END SECTJONS
CuberP R a EFevnt.on set
by Project
Prist National
INTERCEPT Bank of Chetek
P.Q. P" 24
C"te',, W 54728
NW —NW
SEC. 2
P/P
P/P
Kukowski Farm
70 715-.294-3427
'STA. 2� '+' —
_"6" I T -�t�VP
R _ EX119,91C
N57ALL 40' X Is' CMP
cl" +il �"Cll�w
" 6'�' L
n"�
ALL " 0 X I
VFIT14 END SE-CTMN
�ID
,c
La p D
I's
[STA. 21�'I'+It?0 Rt' , 9�g.t , _
Agqregote Ent�ance
N C",
0 CUP "q.;"d
21�4 + 50 Rt.
I
[!STA,
NO
NO CaR req,,iled
Charles & Catherine
Pinkerton Trust
Notch G,.de at
40 Ft,
SB7 I"6k/St, Cl.,. Rood
S'ornerset, AlL. 54025
LOT 5 CSIJ Vol to PG 4176
NOTE: UTILITIES NOT SHOWN
FIELD LOCATE PRIOR TO
A-� ON PLANS
CONSTRUCTION
9
REMM-1
SE —SW
SEC, 35
TOWN OF FARMINGTON
POLK COUNTY
5 1 t
IN'sTALL 40' X ?8CLAP
GMP
WlrH END SECTMNS
STA, 215 84 CL.
REMOVE EXISTING CMP
NSTALL 50' X 24' CMP
111H END SECTIONS
CW,t Re. Ele,.Go, set
-By P'*d E'Sme"
SLOPE INTERCEPT -
VPI STA = 213+50
VPI EL = 93COO
CURVE LEN = 200 Ft,
Norman E. & Florence H.
Kukowski
260TH St.
0"ccofc WI, 51020
TO 715-294-3427
to - 219,22,91
428,176
VPI STA = 216+00
VP1 EL = 931.80
CURVE LEN = 200 Ft.
K = 131M
—17!t so q�,C4 n�
COUNTY PROJECT NUMBER [SHEET NOJ
-- 1
70.0011 CTH I (North) —F,6—,f 40
PLAN AND PROFILE
I
W
I
I
Kukowski Farm
COUNTY PROJECT NUMBER
SHEET NO,
SCALE
T6 715-294,3484
70.0011 CTH I (North)
—
17 OF 40
0
50, 100,
150' Norman E. & Florence
PLAN AND PROFILE
Kukowski
SE —SW
260th St,eet
SEC. 35
oe 54020 TO WN OF FARMINGTON
TO 715- 294-3427
POLL COUNTY
E - 5291"65
STA. 225+00
fiG
PE S, - 279122 9t
M Stu - M� T' 40
17'x250' TLE
END PROJECT
N 4230161,4
I- 112M2 01
14 - 422018,31
E r 52W349 3"R'N
SLOPE INTERCEPTfff
WM- SkA4C;Lff PAVEMEW
UkTCH E)aSTM GRkDE
OR
T- PED
r fW 11 ZW17 Il-
I
_3_1 68 _T
�TA -
SLOPE INTERCEPT
z
33Pw
STA_ 224+50 Rt.
'sp,
25'x450' TLE 11ALr URNFWAY
Arthur & Patricia Na CMP REOURED
o
Bark
0
Pol',/St, Road
629 C,.I,
Same,set. WI 54025
x
SEC, 2
;ef 715-294-2329
\r V�
NOTE: UPUTIES NOT SHOWN
ON PLANS
[21
FIELD LOCATE PRIOR TO
CONSTRUCTION
955
955
VPI STA = 224+00
VPI EL = 943,72
CURVE LEN = 200 Ft
950
IT 75.28
950
945
945
F
RUPOSEE
CENTER
ANE
940
940
935
935
MSTSNG
CENTEFU
L,4E
930
930e.
925
925
VPI STA = 221+00
VPI EL = 935.00
CURVE LEN = 400 Ft,
920
K = 176.47
920
915
9151
T S
'O� P
"I
a
111,
F,
q
co
8
t;
�n
n
n
'T
4
L6
'i 0;
"z
c;
I
I
1
'i
1
M
'i
ui
910
C*
0) 00
a
M pat
CIO
M 0
M CD
M (p
M 0
G) ok
M CID
0)
0
910
218+00
219+00 220+00 221+00 222+00
223+0224+00 225+00
226+00 227+00 228+00
229+00 230+00
0
a
I
I
I
I
I
I
I