HomeMy WebLinkAbout2006 I.pdfu
INDEX
OF SHEETS
SHEET
NO.
1
TITLE
SHEET
NO,
2
STANDARD ABBREVIATIONS AND DETAILS
SHEET
NO.
2-3
ESTIMATES OF QUANTITIES
SHEET
NO.
3-4
MISCELLANEOUS QUANTITIES, TYPICAL SECTION
SHEET
NO,
5-7
EROSION CONTROL PLAN
SHEET
NO,
8-12
PLAN AND PROFILE
SHEET
NO.
—
STANDARD DETAIL DRAWINGS
SHEET
NO,
—
SIGN PLATES
SHEET
NO.
—
STRUCTURE PLANS
SHEET
NO.
—
COMPUTER EARTHWORKS DATA
SHEET N0. 13-31 CROSS SECTIONS
TOTAL SHEETS = 6
DESIGN DESIGNATION
A.D.T.
2000 =
750
A.D.T.
2020 =
1150
D.H.V.
2020 =
140
D.
=
50/50
T.(% OF
A.D.T.) =
10%
V.
=
55 MPH
ESAL.
_
C�(VVENTI�NAL SIGNS
IGHWAY DEPARTMENT
PLAN OF PROPOSED IMPROVEMENT
SOMMERSET - STH 35 ROAD
(VILLAGE LIMITS NORTH 2.30 MILES)
(RECONSTRUCT NORTH 0,928 MILES)
C.T.H. I
ST. CROIX COUNTY
eleri
Iha
St i
END CONSTRUCTION PROJECT 4
A. 129+00
COMBUSTIBLE FLUIDS �
COUNTY LINE (UNDER PRESSURE) CAUTION
CORPORATE LIMITS Z////////-ZZZ/ UNDER GROUND UTILITIES
PROPERTY LINE GAS G
ELECTRIC E
LOT LINE — TELEPHONE T
LIMITED HIGHWAY EASEMENT —*— SERVICE PEDESTAL
EXISTING RIGHT OF WAY _ _ CABLE MARKER P
NEW RIGHT OF WAY POWER POLE [j
REFERENCE LINE TELEPHONE
SLOPE INTERCEPT RAILROADS I
ORIGINAL GROUND PROFILE �' MARSH
EXISTING ROADWAY OR PRIVATE ENT. WOODED AREA
CULVERT IN PLACE C RIGHT—OF—WAY
MARKERS
CULVERT REQUIRED 0
OVER HEAD LINES O.H.
CULVERT REQUIRED PROFILE 0 ❑ FENCE LINE
COUNTY PROJECT NUMBER
7090612
END RESURFACING PROJE
STA. 80+00
LAY OUT
PROJECT DESCRIPTION NUMBEKSHEE1,
1 31
CTH "I" FROM VILLAGE LIMITS NORTH 2.30 MILES
CONSTRUCTION PROJECT NUMBER 170.0612
YEAR OF CONSTRUCTION I 2006
RECEIVED
334I '
205th AVE 3 3 `�
:l
Zwickey 49 1 -V u. 3 3 -'APR -'.
69 6 14 00 44 'kiy'• � 2��7
%3 c
davu g_ 39.
tc 3 N
r� 4
'Avg„,a BEGIN CONSTRUCION PROJECTCi100(�l7�YHCFINAI�
Roger 47 �
Newman TM14 STA. 80+00 ACCEPTED FOR
N ST. CROIX COUNTY
r 9
Iawson AIT6 e
Edward B
Sampair P T— 31— N
99 DATE RICHARD KING
William tH ee: 'da �
.Iawson Ry r -PC Co ova
'� 64 17 cn Builders Inc (HIGHWAY CHAIRMAN)
7 48
114
y 3
T34 �5 'k
DATE TIM RAMBERG
BEGIN RESURFACING PROJECT (HIGHWAY COMMISSIONER)
STA. 8+00
lP• 3 �� X, t ORIGINAL PLANS PREPARED BY
it Np 'ioDI � er ' (VILLAGE LIMITS) ST, CROIX COUNTY HIGHWAY DEPT.
ult w•p `� ;r � M
GRAPHIC SCALE
0 200o a000
( IN FEET )
T❑TAL NET
LENGTH
OF
CENTERLINE
RECONSTRUCT
LENGTH
OF
CENTERLINE
COORDINATES ON THIS PLAN ARE REFERENCED T❑
ST. CROIX COUNTY COORDINATES SYSTEM
DATE SIGNATURE
ST. CROIX COUNTY
REMsioN HIGHWAY DEPARTMENT
DATE
PREPARED BY
SURVEYOR FRANGIS W. RLESKAGEK RLS
DEsicNER JEFFREY S DURKEE P.E.
DRAFTED BY TODD A. REHNELT
CHECKED BY TIM RAMBERG
COUNTY HWY COMMISSIONER
U
N
O
0
LIST OF STANDARD ABBREVIATIONS
GENERAL NOTES STA. 80+00 - 129+00
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL MATERIAL YARDAGE SUMMARY
R. or RAID. RADIUS OF THE ENGINEER. 15,000 C.Y. UNCLASSIFIED CUT MATERIAL
ADJ. ADJUST R.P. RADIUS POINT ( )
AGG. AGGREGATE RL, R/L REFERENCE LINE 9,400 C.Y. GRANULAR SAND SANDLIFT
AH. AHEAD R.P. REFERENCE POINT THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN
ASPH. ASPHALT R.C.C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS 42700 C.Y. CRUSHED AGG, BASE COURSE
AVG. AVERAGE REQ'D, REQUIRED WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL VERIFY
A.D.T. AVERAGE DAILY TRAFFIC REF. REFERENCE LINE ALL UTILITIES PRIOR TO CONSTRUCTION. 11600 C.Y. RECYCLE ASPHALT PAVEMENT
BEG, BEGIN RECONST. RECONSTRUCTION 3,200 TON ASPHALTIC BIT, PAVEMENT
B.A. BEGIN ABRUPT RT. RIGHT WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED
BK. BACK RRIGHT-OF-WAY FOR PAYMENT BY THE TON. THE DEPTH OF THICKNESS OF THE COURSE
B/W BACK OF SIDEWALK RDD., ROAD SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL
BIT. BITUMINOUS SAN. SANITARY SEWER CULVERT SCHEDULE
C.B. CONTROL CABINET SW, SIDEWALK OF SOUTHWEST DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER.
C, C, CA CENTER LINE S. SOUTH STA, LOCATION LENGTH/SIZE END WALLS
C.E. COMMERCIAL ENTRANCE S.B. SOUTHBOUND NO PASSING ZONES WILL BE LOCATED BY OTHERS. 2 REQ'D
CENTRAL ANGLE OR DELTA SB. SIGNAL BASE 53+40 LT, 26'X18" CMP
CONC. CONCRETE S.F. or SQ. FT. SQUARE FEET 85+02 RT, 301X18" CMP 2 REQ'D
CONST, CONSTRUCTION S.Y, or SQ, YD, SQUARE YARD ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER.
CO. COUNTY 87+30 LT, 30'X18" CMP
ST. STREET 2 REQ'D
C.T.H. COUNTY TRUNK HIGHWAY S.D.D. STANDARD DETAIL DRAWINGS
C.Y. or CU. YD. CUBIC YARD STH STATE TRUNK HIGHWAY 90+95 CL. 106'X24" CMP 2 REQ'D
C.P. CULVERT PIPE STA, STATION
D. DEGREE OF CURVE SS STORM SEWER 98+85 CL. 60'X24" CMP 2 REQ'D
E.A. END ABRUPT S.E. SUPERELEVATION OR SOUTHEAST NOTE: EROSION CONTROL
EA. EACH T. TANGENT OR TELEPHONE LINE 102+00 LT, 261X18" CMP 2 REQ'D
E. EAST OR EAST PROJECT COORDINATE T.C.P. TEMPORARY CONSTRUCTION PERMIT EROSION CONTROL MEASURES AND STRUCTURES
E ELECTRICAL LINE T.P. TELEPHONE POLE REFERENCED IN THE PLAN AND PROFILE SHEETS 105+85 RT, 26'X18" CMP 2 REQ'D
E.B. EASTBOUND T.L.E. TEMPORARY LIMITED EASEMENT REFER TO THE WISCONSIN COUNTY HIGHWAY 106+15 LT. 26'X18" CMP 2 REQ'D
EBS. EXCAVATION BELOW SUBGRADE TN. TOWN ASSOCIATION'S "STANDARDIZED EROSION CONTROL
ELELECTRICAL TYP. TYPICAL
EL.. o REFERENCE PLAN" ON FILE WITH THE WISCONSIN 115+40 CL. 60'X24" CMP 2 REQ'D �
or ELEV. ELEVATION UNCL, UNCLASSIFIED EXCAVATION DEPARTMENT OF NATURAL RESOURCES,
E.P. ELECTRICAL POLE U.S.G.S. UNITED STATES GEOLOGICAL SURVEY
EXIST, EXISTING USH U.S. HIGHWAY LOAD SPREAD (CONSTRUCTION)
F.E. FIELD ENTRANCE VAR. VARIABLE GRANULAR SAND
F/W FRONT OF SIDEWALK V.C. VERTICAL CURVE (LENGHT)
FT. FOOT VERT. VERTICAL 185 C.Y. per 100 Ft. or 1.85 C.Y. per 1 Ft.
G. GAS V.P.C. VERTICAL POINT OF CURVATURE Tri axle 12 C.Y. = 6,50 Ft,
G.V. GAS VALVE V.P.I. VERTICAL POINT OF INTERSECTION ( )
HOR. HORIZONTAL V.P.T. VERTICAL POINT OF TANGENCY NOTES: Quad axle 16 C.Y. = 8.65 Ft,
HYDFIRE HYDRANT W. WESERMAIN
NL. 1.) CRUSHED AGGREGATE BASE COARSE MATERIAL AGGREGATE BASE COURSE
.D. INSIDE DIAMETER W.B. WESTBOUND
IINLET W. WEST QUANTIY SHOWN ABOVE DOES NOT INCLUDE 85.5 C.Y. per 100 Ft. or 0.85 C.Y. per 1 Ft.
I.D.
INV. INVERT (ELEVATION) W.V. WATER VALVE SHOULDERING MATERIAL, AS THAT PORTION OF THE
.P. IRON PIPE OR PIN N.S.P. NORTHERN STATES POWER WORK WILL BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT. Tri axle (12 C.Y.) = 14.12 Ft,
LB, POUND N.B. NORTHBOUND 2.) MILLING AND CRUSHING EXISTING PAVEMENT AND ASPHALTIC BITUMINOUS Quad axle (16 C.Y.) = 18.82 Ft.
L. LENGTH (OF CURVE) NO. NUMBER PAVING TO BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT. RECYCLED ASPHALT
L F. or LIN. FT. LINEAR FOOT N.E. NORTHEAST
T. LEFT NOR. NORMAL 26 C.Y. per 100 Ft. or 0.26 C.Y. per 1 Ft.
MAX. MAXIMUM N.W. NORTHWEST Tri axle (12 C.Y.) = 46.5 Ft.
M.H. MANHOLE PPAVEMENT Quad axle 16 C.Y.) = 62 Ft.
MI. MILE P..E.E, PRIVATE ENTRANCE
M.L. or M/L MATCH LINE PB or P.B. PULL BOX
MIN, MINMUM P.C. POINT OF CURVATURE
N. NORTH OR NORTH PROJECT COORDIATE P_I. POINT OF INTERSECTION
QTY. QUANTITY P.T. POINT OF TANGENCY
STANDARD DETAILS DRAWINGS
PAGE DESCRIPTION
S.D.D. 15 C 8-7a PAVEMENT MARKINGS (MAINLINE)
S.D.D. 15 C 8-7b PAVEMENT MARKINGS (INTERSECTIONS)
S.D.D. 15 C 12-2 TRAFFIC CONTROL FOR LANE CLOSURE
(SUITABLE FOR MOVING OPERATIONS)
Z
U
4" TOPSOIL, SEED &MULCH
a\M�A
NOTE: 0.5' MINIMUM DEPi OF DITCH U
DETERMINED OTHERWISE BY ENGINEER
EXISTING 66" RIGHT-OF-WAY
43.60' SUB GRADE -
37.60' TOP OF SAND-
33.6' TOP OF'BASE COURSE•
i
- 32'
�'I 14' -� 14'-
0.02' FT.
POINT REFERRED TO ON PROFILE
0.o2'/Fr.
0.80'
2.00'
3.00'
i
\ � 4" TOPSOIL, SI ED do MULCH
1
3" ASPHALTIC CONC. PAV'T. TYPE Et ?S � 4/q
6" CRUSHED AGG. BASE & 2" RECYCLE 'r
12" DEPTH GRANULAR SUBBASE l
TYPICAL FINISHED SECTION CTH I
TOWN OF SOMERSET
RECONSTRUCT STA 80+00 - 129+00
RESURFACING STA 8+00 - 80+00
I
EXISTING RIGHT-OF-WAY VARIES
I
42' SU8 GRADE
I
34' TOP OF SAND
30' TOP OF BASE COURSE
4" TOPSOIL & SEED I
28'
3' 11' � 11'--I 3'
0,02' FT.
POINT REFERRED TO ON PROFILE
NOTE: 2' MINIMUM OEPT OF DITCH UNLESS
DETERMINED OTHERWISE BY ENGINEER
0.02'/FT.
3.• �
3" ASPHALTIC CONC. PAV'T. TYPE Et
6" CRUSHED AGG. BASE & 2" RECYCLE
12" DEPTH GRANULAR SUBBASE
TYPICAL TOWN
ROAD
FINISHED
SECTION
STA. 200+00
to
208+08
- 192nd Ave.
SALVAGED TOPSOIL &MULCH
SEED &FERTILIZER
VARIABLE
12' MIN. 24' MAX.
3• �
�yoR 2.1'
1„ M
Z, 3 � 0.02'/FT. 0.02'/FT.
6" CRUSHED AGG. BASE
NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON
EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
DRIVES.
TYPICAL SECTION FOR PRIVATE
DRIVES AND FIELD ENTRANCES
2.1'
li
4" TOPSOIL & SEED
Mq�
SEED &FERTILIZER
VAGEO TOPSOIL &MULCH
COUNTY PROJECT NUMBER
70.0611 CTH I
TYPICAL SECTIONS
STA 80+00 - 129+00
UTILITIES
DIGGERS HOTLINE
TELE. 1-800-242-8511
CENTURYTEL
2426 CTH M
P.O. BOX 518
OSCEOLA, WI. 54020
TEL. (715)-294-2463
ATTN. MIKE VENDENBOS
SOMERSET/AMERY TELECOM
116 HARRIMAN AVE. N.
AMERY, WI. 54001
TEL. <715)-268-7101
ATTN. DREG CARDINAL
17T T
133' L
44' 88.67' 44.33'
0.06
0.04
0.02
C/L
-0.02
-0.04
-0.06
30F31
XCEL ENERGY-AMERY ❑FFICE
801 KELLER AVE. SOUTH
AMERY, WI 54001
TEL.<715> 268-3227
ATTN. VICK[ HREAULT
TCJWN ❑F SOMERSET
P.O. BDX 248
SOMERSET, WISC. 54025
TEL.C715)-247-5982
ATTN. ED SCHACHTNER, CHAIRMAN
ST. CROIX COUNTY HWY. DEPARTMENT
P.O. BOX 108
1150 DAMS ST.
HAMMOND, WIS. 54015
TEL. (715)-796-2227
ATTN. TIM RAMBERG, HWY. COMMISSIONER
177' T
133' L
44.33' 88.67' 44'
0.06
0.04
0.02
C/l
-0.02
-0.04
-0.06
00 n n
O O M � � n O M
n ui o a N n
o N rn � ro °' d. °° + +
�n �n v� co � � � � rn rn
ro w ro ro
a d d
a d ¢ d � ,a-
N N N !~/1 N V1 VI (~/1 N fn
U Q
a
CURVE-CTH "I"
97_T 97' T
63' l 63' L
34' 42' 21' 21' 42' 34'
0.06 0.06
0.04 �� RIGHT +0.0� RICHT +0.04 0.04
O,Op 0.02
c/L __.._.. c/L
-o.oz - -0.02
-0.04 LEfT -0.04 IEFf -0.04 -0.04
-0.06 -0.06
M M M n M O O� � O O
_ O Ol
00 N l0 M In � ^ M O1 M
N c0 O 00 �!7 .- U] 01
� N O O
.- N .- N N N N N
(n N N U] In � N N (n N
V �
a a
CURVE-192nd AVE.
COUNTY PROJECT
NUMBER paraw
...�•
.
.
•.
1 .•
. . .
.�
..,.....
.,I
�'�
It 81
.11
1
W LtTl
• •
1,
h •
���:�
III
THOMAS AND
LISA , ,
��.
OLD 1 ABANDONED
FENCES TO BE
NOTE9
REMOVED AND DISPOSED OF
DISCRETION OF THE HIGHWAY
AT THE
D PARTMENT
al
,•�- Tom.
.•.•;,•.• :.
SEE SHEET 4 OF 31
/. 11 _
pp
♦♦� �_
.
.. INTv DETAIL
----s-�•�w%�:-per
... •.. -_ �'�A w♦�♦
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`
h
I
1FILL
OBLITERATE ROAD AND USE
FOR
1 •.7-w 1 , ,
r.a�
1� -.�
�•�.y
ON NEW ALIGNMENT
1
Md ON
a l 7 1 _ f l
c�• �_ „ •/
/• 1. r- -
'�II�I�/���/
.,
_
I -
BENCHMARKS
MEN 0
0 mom
ME
11
' « 71 a :: 11
•
�
MENEEN
I,
ENEEMEN
0 0
®I'
IN
EMENEM
E-soHis,I
mom
•
1,1
mom
0
No mom
MENEENE
Y — 11 11
9
0
I•I•
wwwoENEof
mm
1• .1I•
1• I•
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��1J1�_L� • •. � 11 , 11
ITI
�� 1 1
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�tii �Si�>La�iia
VICTOR V. AND
ELAINE MARTINSEN
1938 CTH "I"
SOMERSET, WI 54025
SLOPE
u
SW -SW
STA 83+40 LT SEC. 27
EXISTING AGG, F.E.
REMOVE EXISTING CMP
REPLACE WITH 26'X18"
WITH END SECTIONS x ��
3' LT
i
EXISTING CENTER
STA 80+00 SAWCUT PAVEMENT
SCALE
0 50' 100, 150'
1925
goo
i fart rs
f
►� CSC"�1t* r ��
i..S-
�r1rrrrr
1Z • fr{fir{rlt!rrlf�
TgOMAS AND
LISA LANDRY
1937 CTH 01"
SOMERSET, WI 54025
NOTE: OLD AND ABANDONED FENCES TO BE
REMOVED AND DISPOSED OF AT THE
DISCRETION OF THE HIGHWAY DEPARTMENT
1
STA 87+30 LT ` \
EXISTING AGG, P.E.
REMOVE EXISTING -(
NW -SW
SEC. 27
NOTE: UTILITIES NOT SHOWN
ON PLANS
�u1Tox FIELD LOCATE PRIOR TO
CONSTRUCTION
SCE WITH 1
END SECTII
SEE PAGE 4 OF 31 J
gRW1AR FOR INT, DETAIL
Da • o9ro0100V
Dc a 09 00033.4'
T . 633,98
R 638.62
L 997,35
C ' 89844 SLOPE
E . 261.83
M�1B553
PI Sta 92+76.66
N 40293&44
E 522275,10
sE = e.ox
L
BENCHMARKS
N0.
STATION
DESCRIPTION
ELEV.
2
89+50 6O'LT
PK SET
XXX.XX
'� — — 91 = - 184X 920
920
CURVE I EN 500.
ao o IZ' �,RZ 40
m
$ )I 915
915
N d ` EXISTIN3 CENTERL NE
g g 910
910
ROPOSE CENTE INE \\
\
\ m
\ co
\ u
` n d
8 g�4
\
a `\
+
o \ a
m \
td, `\ N
` � g
\ g
\
\
\
EXISTIN 24" CMP \
��pp 1A O CO �- Ih Q� rn d rn t) 00 W O QD M 1\ Mr�� M 00 00 T O N �p U7 ♦ O ^ rn p d O — � IA d0
r 00 O� � � O N � M � c0 IIi 00 Ip 0> N N � � d- � M P c0 � co � N O rn � N � O G V) •p 0) N � 1p c0 � rn 11� 1\ M _ — � tO N _
of oo cd 1� ri m m vi t �r M3 Mi c�i c�i C ado �c of t 1� ui M ri Oi co Q c*i n oo vS 4 C r ri Mi o rl oo ' — ' - I� ao 0
N N NN NN NN NN NN N lV N NN NN N r� C�— QOO 00 �� Q� g0 ���� �r�` �r �rr�
rn rn corn corn o> rn co rn w rn rn W rn w rn rn rn G7 O� 0 W 0) W 0� WWW O) Q1 rn oo co eo au o0 00 00 0o ao 0o ao 00 0o ao
00 80+00 81+00 82+00 83+00 84+00 85+00 35+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 900_
910
i
CHARLES L. AND
SE -NE CORINNE ZAHNOW
S.ErL, 28 514 REED ST.
SOMERSET, WI 54025
STA 99+80 LT
EXISTING AGO, P.E.
RELOCATE TO STA 102+00 LT
INSTALL 26'X18"
WITH END SECTIONS
SLOPE INTERCEPTS dtllW
10'X300'
0.069
�-- 47
—
/ .tea— ,�•- �_ _ �`�� � .��- �i_ --._
�� /•/l W � SLOPE INTERCEPTS
60
STA 98+05 RT 5015
(tW o EXISTING AGO. F.E.
+ NO CMP REQUIRED STA 98+85 CL
E REMOVE EXISTING CMP
REPLACE WITH 60'X24"
ITH END SECTIONS
THOMAS AND
LISA LANDRY
1937 CTH "I" NW -SW TROY LANDRY
SOMERSET, WI 54025 stocI. ,27
1937 CTH "I"
SCALE SOMERSET, WI 54025
SCALES: NOTE: OLD AND ABANDONED FENCES TO BE
1" = 50' HOR REMOVED AND DISPOSED OF AT THE
1" = 5' VER 0 50' 100' 150' DISCRETION OF THE HIGHWAY DEPARTMENT
Nbst
I EXISTING CLNTERLI
THO
10'X12D' TL
0.028 A
LISAMLANDRY
I 1937 CTH "I"
SOMERSET, WI 54025
I NOTE: UTILITIES NOT SHOWN
cnuTlox ON PLANS --
FIELD LOCATE PRIOR Tow
I CONSTRUCTION
COUNTY PROJECT NUMBER ISHEET NO
— — — — — — — , CTH "1" (70,0612) 10 OF 31
KARL A. AND PLAN AND PROFILE
LINDA M. SKOCLAND
1987 104th ST. PAUL F. AND
I NEW RICHMOND, WI 54017 KAREN J. JAHNKE
11454 PRESERVE LANE N0.
STA 104+00 LT I CHAMPLIN, MN 55316
STARTS LT EXISTING AGG. P.E. SE -NE
40 X2 TLE NO CMP REQUIRED STA 106+15 LT
0.0 8 Act EXISTING AGG. F.E. SEC. 28
I '' TLE I REMOVE EXISTING CMP
10X215
p REPLACE WITH 26'X18"
0,049 Ace I �, WITH END SECTIONS
X. 33'
RT
ttIttItt
m —,tea
It RT
0.028 Act STA 105+85 RT
10'X233' TLE EXISTING AGG. F.E.
STA 104+75 RT 0.053 Act REMOVE EXISTING CMP W
EXISTING AGG, P.E. REPLACE WITH 26'X18"
NO CMP REQUIRED WITH END SECTIONS
JOSEPH J. AND
LINDA S. JAHNKE
1951 CTH "I"
SOMERSET, WI 54025 BENCHMARKS
I NO:FIXX+50
ATION DESCRIPTION [::ELEV..
2 XX'LT PK SET XXX.XX
PRO OSED CENTERLINE moo N
910
wooui
= .— +
VPI sr s�+oo. �39jx 905
s
0
gl = 5
° oaQ/II
,II
29
g2= 77%
CURVE ='30S oCJJ
98�
K 95�in o EXISTING24" CMP "" En 89�5
89C
8&I$ N
to cjw
N W
/ U U
/ g
87'
N N Cn O t0 co (O M O Q N M o Uj {A I� 0) N 01 tt7 m u7 t0 (n I� .— 00 1p 0�0 ^ N
�uNi w �i� �00 �o �i(o �Aco �I� .- t�� �rn U)00 "v�co 1iCo n� $o Mrn I�oo w(n gN - Mrn 0) Nrn s�CID ScD °o
r: ao o o�pp31� cp3�� �p�� rip�� opi�o SN 1QA� tgtqppui 1QpI(D QQ/� pCo �jo M tri t(n �I� rlAoo uioo �I� t(o Md c3�i Oo tQp ♦Q
0^0 0^O 0000 0000 a°DC000 C000 o00OD ap000 ODrn p�00i rn Q!rn O!0 Ol00) W � �rn �rn �rn �rn wrn �rn �rn Srn �rn �rn �rn �rn Sirn rn W rn W rn 871
-- -- '__ _ __ .......... �na_nn �niiM 1MiM 1AFi1 107+00
COUNTY PROJECT
NUMBER
SHEET NO.
SCALES:
CTH "1"
(70,0612)
11 OF 31
1" Its
50' HOR
1"
5' VER
PLAN
AND
PROFILE
PAUL F. AND
LEONARD J. AND
KAREN J. JAHNKE
TILLIE M. JAHNKE TRUST
PI Sta
417 RAYMOND ST9t
11454
PRESERVE LANE
N0.
N a0 5619.116+87.55
619,91
CHAMPLIN, MN 55316
E 5
SOMERSET, WI 54025
=
I _ GO
0.51.6"R
NE -NE
SE -NE
SEC. 28
STA 115+40 CL
SEC. 28
REMOVE EXISTING CMP
33'RW
REPLACE
WITH 60'X24"
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WITH END
SECTIONS
n
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NO CMP REQUIRED
MATH X. ' RT
JOSEPH J. AND
J. AND
JODA
LINDA
S. JAHNKE
S.
LINDA S. JAHNKE
1951
CTH "I"
1951 CTH IFIll
SOMERSET,
WI 54025
SOMERSET, WI 54025
NW -NW
SEC. 27
SW
-NW
SEC. 27
SCALE
NOTE: OLD AND
ABANDONED FENCES TO BE
NOTE: UTILITIES NOT
SHOWN
BENCHMARKS
G------
REMOVED AND DISPOSED OF AT THE
CAUTION
PLANS
N0. STATION
DESCRIPTION
ELEV.
DISCRETION OF
THE HIGHWAY DEPARTMENT
FIELD LOCATE PRIOR
FIELD
TO
p
50'
100'
150'
CONSTRUCTION
2 XX+50 XX'LT
PK SET
XXX.XX
9
15
915
910
910
8
qpw
PRO
OSED
C
NTERLINE
\\\
o
905
905
'
N
8
8
\\
900
900
g
�_
8
8
o+
N
c
a6
VPI ST
119+50,CD
\
++
m
VPI El
893.50
+ aoo
1O
n
91 1.
%
\
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cn
x
W
^ n
W
g2 = -
.67R
895
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_
890
890
gl
g2
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,00%
v
CURVE
EN = 200.0
-
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n
$0
K
= 10
1.48
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+
W5
885
----
VPI ST
= 114+50.
4"
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^
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886,00
^
m
' n
co
91=-.00X
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92 = i
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COUNTY PROJECT NUMBER SHEET NO
CTH "I" (70.0612) 12 OF 31
SCALES
1" m W HOR
1" ' 50 VER I PLAN AND PROFILE
LBONARD J. AND
TILLIB M. JAHNKB TRUST
417 RAYMOND ST
SOMERSET, WI 54025
NE -NE
SEC. 28
SLOPE INTERCEPTS?7.-r
T_T_T_Tm / _T=TT 1 _TT-T-L-Z'
Mimi
SLOPE INTERCEPTS 8
JOSBPH J. AND
LINDA S. JAHNKE
1951 CTH "I"
SOMERSET, WI 54025
SCALE
0 50' 100, 150'
1895
NW -NW
SEC. 29'
EXISTING
T-
_—---a.�w CTH "I„
STA 129+00 SAWCUT PAVEMENT
NOTE: OLD AND ABANDONED FENCES TO BE
REMOVED AND DISPOSED OF AT THE
DISCRETION OF THE HIGHWAY DEPARTMENT
Q40%
EOP s 130+08.05
N = 406940.41
E • 522287.91
0
1
NOTE: UTIIITiES NOT SHOWN
ON PLANS
catrrrox FIELD LOCATE PRIOR TO
CONSTRUCTION
BENCHMARKS
N0. STATION DESCRIPTION ELEV.
2 XX+50 XX'LT PK SET XXX.XX
& °^�"i EXISTING CENTERUN y�p� a �ggg,po�
1 92 O 40% 8�
8 r
g K 1408 d
1175
+FYI," + + t ti + + t L 7' +�C�G +Z���ffio Oil