HomeMy WebLinkAbout2012-70.11N.pdfSTs •
IGHWAY DEPARTmENT
,*T*FH* 128 EAST COUNTY LINE ROAD
CAUTION
INDEX OF SHEETS
SHEET N0. 1 TITLE
SHEET N0. 2 TYPICAL SECTIONS AND UTILITIES
SHEET N0. 3 STANDARD ABBREVIATIONS, NOTES, LOAD SPREADS & CULVERTS
SHEET NO. 4-5 SUPERELEVATION TRANSITIONS
SHEET NO. 6-12 EROSION CONTROL
SHEET NO. 13-24 PLAN AND PROFILES
SHEET N0. 25-49 CROSS SECTION SHEETS
TOTAL SHEETS = 49
DESIGN! 1)ESIGNATIGN
A,D.T,
2012 =
320
D.H.V,
2032 =
53
D,
=
50/50
T.(/ OF
A,D.T,S =
7%
V,
=
45 %IPH
ESAL..
0.1
MR.
STA. 2+00
C❑NVENTIDNAL. SIGNS
;OUNTY LINE COMBUSTIBLE FLUIDS
(UNDER PRESSURE)
:ORPORAlE LIMITS /////zzzzzzzz UNDER GROUND UTILITIES
ROPERTY LINE GAS ELECTRIC E
)T LINE — — TELEPHONE T
OITED HIGHWAY EASEMENT -- SERVICE PEDESTAL
'LISTING RIGHT OF WAY -- _ _ CABLE MARKER I'
:W RIGH14 OF WAY — POWER POLE I�
TELEPHONE
:FERENCE LINE �G�•
APE INTERCEPT RAILROADS
flGINAL GROUND PROFILE �� MARSH
'LISTING ROADWAY OR PRIVATE ENT. — — — WOODED AREA
ILVERT IN PLACE C — RIGHT-OF-WAY I i r
MARKERS
ULVERT REQUIRED OVER HEAD LINES O.H.
ULVERT REQUIRED PROFILE 0 0 rGrinr IIMP — x
G
ST. CROIX CC)UNTY
COUNTY PROJECT NUMBER
70.1 1 N
50th Ave
5-
F-
9*4 z
O
y 0
12 z
�c :D
- V)
N
COOLn
- - 4+ N
In to
t+� O
to
t
O
LAY OUT
GRAPHIC SCALE
0 2000 4000
( IN FEET. )
—cmwww�
T❑TAL NET LENGTH OF CENTERLINE
PROJECT DESCRIPTION NUM6LKSHLLIS
1 49
CTH "N" FROM STH "128" TO EAST COUNTY LINE
CONSTRUCTION PROJECT NUMBER 7o.1)N
YEAR OF CONSTRUCTION 2012
s �Jl Q
p / 0? ':
RECEIVED
�`.R27 2012
END CONSTRUCTION PROJECT
161+00
C❑❑RDINATES ❑N THIS PLAN ARE REFERENCED T❑
ST, CR❑IX COUNTY C❑❑RDINATES SYSTEM
REVISIDN
DATE
DATE
ACCEPTED FOR
ST. CROIX COUNTY
TIM RAMBERG
(HIGHIVAY COMMISSIONER)
❑RIGINAL
PLANS
PREPARED
BY
ST,
CR❑IX
C❑LINTY
HIGHWAY
DEPT.
DATE SIGNATURE
ST. CROIX COUNTY
HIGHWAY DEPARTMENT
PREPARED BY
SURVE1'OR FRAN BLESKACEK RLS
DESIGNER JEFFftEY S DURKEE P.E.
DRAFTED BY TODD REHNELT
CHECKED BY TIM RAMBERG
COUNTY HWY COMMISSIONER
VAGED TOPSOIL & MULCH
SEED & FERTILIZER
VARIABLE
SEED & FERTILIZER
VAGED TOPSOIL & MULCH
3•�
NpR --2.1--2.1'
M
3 0.A2'/FT. 0.02'/FT. 3 7
UTILITIES
DIGGERS HOTLINE
6" CRUSHED AGG, BASE TELE. 1-800-242-8511
NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON
EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
COUNTY PROJECT NUMBER
70,1 1 N
TYPICAL SECTIONS
D LOAD SPREADS
AN
- TYPICAL SECTION FOR PRIVATE WEST WISC❑NSIN TELC❑M, MAGELLAN MIDSTREAM PARTNERS
P❑ BOX 115 2451 W CD, RD, C
DRIVES AND FIELD ENTRANCES DOWNSVILLE, WISP 54735 ROSEVILLE; MN 55113
TEL, (715)-231-0504 TEL. (651) 633-1519
ATTN,-TOM DAVEY M❑BILE (612) 759-9452
ATTN GARY ROBIDEAUX
CLEAR ZONE'
SEED & FERTILIZE
i
S/%LVAGED TOPSOIL & MULCH
1.15'3.19
VARIES 28'-30'
�-- 3.0" HMA PAVEMENT TYPE E1
or COMPACTED AND PULVERIZED PAVEMENT AND BASE MATERIAL
4" BASE AGGREGATE DENSE 1 1/4"
EXISTING TYPICAL SECTION C.T.H. N
(STA. 2+Liu TO STA. 161 _T_
30' FINISHED TOP WID
24' PAVEMENT
CLEAR
TOPSOIL &MULCH
1 I ao�'�r• 0.o2'/FT. 0.o2'/FT. � aw'�r IT �,�
lMpXl POINT REFERRED TO ON CROSS SECTIONS <NoRMI
Z% S•1 0.5' MIN.
3.0" HMA PAVEMENT TYPE E1
1,50" LAYERS 1/2" NOMINAL SIZE AGGREGATE BASE AGGREGATE DENSE 3/4"
2" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT
6" BASE AGGREGATE DENSE 1 1/4"
12" SUBBASE
TYPICAL FINISHED SECTION C.T.H. N RECONSTRUCT
(STA. 2+00 TO STA. 161+00)
C!
�<
wra�i� - attu ac Muwn
Mqk
CENTURY LINK
20 SOUTH WILSON AVER
RICE LAKE, WI 54868
TEL. (715) 234-5537
ATTN. BRUCE LARSON
WE ENERGY CWISC❑NSIN GAS CO3)
1921 8TH ST, SOUTH
WISC❑NSIN RAPIDS, WI 54494
TEL. <715) 421-7268
ATTN. TOM KROSTAG
T❑WN ❑F CADY ST, CROIX ELECTRIC C❑-❑P
3130 PIERCE ST. CRDIX RD, 1925 RIDGEWAY ST,
SPRING VALLEY, WI. 54767 HAMMOND, WIS, 54015
TEL. C715)-772-4578 TELE, (715)-796-7000
ATTN MICHAEL TULLY, CHAIRMAN ATTN ROB DOOLEY
ST. CROIX COUNTY HWY. DPT.
P.O. BOX 108
115D DAMS ST.
HAMMOND, WISP 54015
TEL. (715)-796-2227
ATTN. TIM RAMBERG, HWY. COMMISSIONER
EXISTING 66" RIGHT—OF—WAY
38' SUB GRADE
I
31' TOP OF SAND
I
— 28' TOP OF BASE COURSE
2II 6'
2
'
0.02' FT.
POINT REFERRED TO ON PROFILE
NOTE: 2' MINIMUM DEPT OF DITCH UNLESS
DETERMINED OTHERWISE BY ENGINEER
0.02'/FT.
SHEET N0.
2 OF 49
4" TOPSOIL —SEED &MULCH
3,• �
2S, �
3" ASPHALTIC CONC. PAV'T. TYPE E-1 'y9,1.
6" CRUSHED AGG. BASE
12" DEPTH GRANULAR SUBBASE
From sultabie cut material
TYPICAL FINISHED SECTION 310th-325th ST.
TOWN OF CADY
LIST OF STANDARD ABBREVIATIONRADIUS
ADJ. ADJUST R:Pr RAD. RADIUS POINT
AGG. AGGREGATE RL, RA REFERENCE LINE
AH. AHEAD R.P. REFERENCE POINT
ASPH, ASPHALT R.C,C.P.S.S. REINFORCED CONCRETE CULVERT PIPE, STORM
AVG. AVERAGE REQ'D. REQUIRED
A.D.T. AVERAGE DAILY TRAFFIC REF. REFERENCE LINE
BEG. BEGIN RECONST, RECONSTRUCTION
B.A. BEGIN ABRUPT RT. RIGHT
BK. BACK R/W RIGHT—OF—WAY
e/W BACK OF SIDEWALK RD. ROAD
BIT. BITUMINOUS SAN. SANITARY SEWER
C.B. CONTROL CABINET SW, SIDEWALK OF SOUTHWEST
C, co CA CENTER LINE S, SOUTH
C.E. COMMERCIAL ENTRANCE S.B. SOUTHBOUND
0 CENTRAL ANGLE OR DELTA SB. SIGNAL BASE
CONC. CONCRETE S.F. or SO. FT. SQUARE FEET
CONST. CONSTRUCTION S.Y. or SO. YD, SQUARE YARD
CO. COUNTY ST. STREET
C.T.H. COUNTY TRUNK HIGHWAY S.D.D. STANDARD DETAIL DRAWINGS
C.Y. or CU. YD. CUBIC YARD STH STATE TRUNK HIGHWAY
C.P. CULVERT PIPE STA. STATION
D, DEGREE OF CURVE SS STORM SEWER
E.A. END ABRUPT S.E. SUPERELEVATION OR SOUTHEAST
EA. EACH T. TANGENT OR TELEPHONE LINE
E. EAST OR EAST PROJECT COORDINATE T.C.P. TEMPORARY CONSTRUCTION PERMIT
E. ELECTRICAL LINE T.P. TELEPHONE POLE
E.B. EASTBOUND T.L.E. TEMPORARY LIMITED EASEMENT
EBS. EXCAVATION BELOW SUBGRADE TN, TOWN
ELEC. ELECTRICAL TYPO TYPICAL
EL, or ELEV. ELEVATION UNCL. UNCLASSIFIED EXCAVATION
E.P. ELECTRICAL POLE U.S.G.S. UNITED STATES GEOLOGICAL SURVEY
EXIST. EXISTING USH U.S. HIGHWAY
F.E. FIELD ENTRANCE VAR. VARIABLE
F/W FRONT OF SIDEWALK V.C. VERTICAL CURVE (LENGHT)
FT. FOOT VERT. VERTICAL
G, GAS V.P.C. VERTICAL POINT OF CURVATURE
G.V. GAS VALVE V,P,I, VERTICAL POINT OF INTERSECTION
HOR. HORIZONTAL V.P.T. VERTICAL POINT OF TANGENCY
HYD. FIRE HYDRANT W. WATERMAIN
INL. INLET W, WEST
I.D. INSIDE DIAMETER W,B, WESTBOUND
INV. INVERT (ELEVATION) W.V. WATER VALVE
I.P. IRON PIPE OR PIN N.S,P. NORTHERN STATES POWER
LB, POUND N.B. NORTHBOUND
L, LENGTH (OF CURVE) N0. NUMBER
L.F. or LIN. FT. LINEAR FOOT N.E. NORTHEAST
LT. LEFT NOR. NORMAL
MAX. MAXIMUM N.W. NORTHWEST
M.H. MANHOLE PAVT, PAVEMENT
MI. MILE P.E. PRIVATE ENTRANCE
M.L. or MA 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
GENERAL NOTES
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL
OF THE ENGINEER.
THE LOCATION OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN
ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS
WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION.
WHEN THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS MEASURED
FOR PAYMENT BY THE TON. THE DEPTH OF THICKNESS OF THE COURSE
SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL
DEPEND ON THE DISTRIBUTION OF MATERIAL AS DIRECTED BY THE ENGINEER.
NO PASSING ZONES WILL BE LOCATED BY OTHERS.
ALL INTERSECTIONS TO BE PAVED AS DIRECTED BY ENGINEER.
LOAD SPREAD CTH "N"
GRANULAR SAND
179
C.Y. per 100 Ft. or 1.79 C.Y. per 1 Ft.
Tri axle (12 C.Y.) = 6.7 Ft.
Quad
axle 16 C.Y. = 8.9 Ft.
AGGREGATE BASE COURSE
81.5
C.Y. per 100 Ft. or 0.815 C.Y. per 1 Ft
Tri axle (12 C.Y.) = 14.7 Ft.
Quad
axle (16 C.Y.) = 19.6 Ft.
RECYCLED ASPHALT
25.5
C.Y. per 100 Ft. or 0.255 C.Y. per 1 Ft
Tri axle (12 C.Y.) = 47 Ft.
Quad
axle (16 C.Y.) = 63 Ft.
STA. 2+00 - 161+00
MATERIAL YARDAGE SUMMARY
GRANULAR SAND (TRUCKMEASURED)
28,465
C.Y.
UNCLASSIFIED BORROW
12,968
C.Y.
CRUSHED AGG,
BASE(TRUCKMEASURED)
1,148
C.Y.
CRUSHED AGG.
(SHOULDERS)
7,314
TON
ASPHALTIC BIT.
PAVEMENT E1
CULVERT
SCHEDULE
STA.
LOCATION
LENGTH/SIZE
END
WALLS
9+25
LT.
72'X24"
CMP
2
REQ'D
9+95
C/L
60'X30"
ALUM, CMP
2
REQ'D
17+81
RT.
26'X15"
CMP
2
REQ'D
21+05
LT.
2018"
CMP
2
REQ'D
24+70
RT.
26'X18"
CMP
2
REQ'D
35+45
LT.
30'X18"
CMP
2
REQ'D
37+50
RT.
36'X18"
CMP
2
REQ'D
40+05
RT.
26'X1 B"
CMP
2
REQ'D
53+10
CA
501X30"
ALUM. CMP
2
REQ'D
55+30
CA
48'X30"
ALUM. CMP
2
REQ'D
60+85
C/L
TWIN 48'X30" ALUM. CMP
4
REQ'D
61+65
RT.
26'X18"
CMP
2
REQ'D
87+60
RT.
26'X18"
CMP
2
REQ'D
90+90
LT.
26'X18"
CMP
2
REQ'D
90+98
RT.
26'X18"
CMP
2
REQ'D
93+70
LT,
30'X1 B"
CMP
2
REQ'D
102+50
CA
50'X24"
ALUM. CMP
2
REQ'D
106+80
RT,
50'X24"
ALUM, CMP
2
REQ'D
110+85
RT,
26'X18"
CMP
2
REQ'D
110+85
LT.
30'X18"
CMP
2
REQ'D
113+50
C/L
48'X30"
ALUM. CMP
2
REQ'D
122+90
CA
46'X24"
ALUM. CMP
2
REQ'D
124+50
RT.
3O'X18"
CMP
2
REQ'D
127+90
LT,
30'X18"
CMP
2
REQ'D
129+35
C/L
50'X24"
ALUM. CMP
2
REQ'D
138+50
RT,
30'X1 B"
CMP
2
REQ'D
COUNTY PROJECT NUMBER
70.1 1 N
CTH "N
STANDARD ABBREVIATIONS
AND QUANTITIES
SHEET
3
N0,
of49
COUNN PROJECT NUMBER (SHEET
.32a' T
'S5'Z
-0.08
-0.04
-0.02
CA
0.02
0,04
0,06
h �
oo .�
�. M E \ 1
c�}1J
a
-0,08
-0,04
-0.02
CA
0.02
0.04
0,05
CURVE �1
DF--= S•_S3,_�
.► 1
h a 4. r q
In ~ <
a rL
CURVE #3
CURVE 2
CURVE
31 AOD 4 OF 49
SUPERELEVATION TRANSITION DIAGRAMS
AND TYPICAL SECTIONS
28T T
0.06
0.04
0.02
C/L
-0.02
-0.04
-D.08
COUNTY PROJECT NUMBER (SHEET NO,
-0.08
-0.04
-0.02
CA
0.02
0.04
0.06
-o.os
-0.04
-o.oz
C/L
0.02
0.04
0.0E
Nil
U
a
CURVE �5
1I /
kn' T
l *ef L
-0,04 o.os
-D402 0.04
C/L 0.02
0.02 CA
0.04
RIGHT 0,08 0.06 -0.04
-0.06
X
y L r n _ � (:
ri
CURVE
Oc=-G--b3`=02"
31 AM � 5 OF 49
SUPERELEVATION TRANSITION DIAGRAMS
AND TYPICAL SECTIONS
l0
r
C
CURVE
CURVE
l
scALES:
�• • W HOR
RIP RAP ON HR FABRIC I PRE —CONSTRUCTION SILT FENCE
SEDINEMTATION LOG
• C OlM• Ill I kk 0 2 1 MIR•
COUNTY PROJECT NUMBER — 70.11N ISHEET N(
CTH N — East of 128 to Co. Line 16 OF 49
EROSION CONTROL PLAN
SLOPE INTERCEPT
MI
IIIIIIIN
fN K
a
- - SLCPE INTERCEPT � � - -
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-
OD
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00
ri
rir - - - - - - - - - - ------------_-- -
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' SLOPE INTERCEPT
-a
COUNTY PROJECT NUMBER — 70.11N ISHEET
CALLS:
1' a 50' HDR
x
SLOPE INTERCEPT
RIP RAP ON HR FABRIC
COCONUT MAT
EXACT
LOCATION
OF EROSION
CONTROL ITEMS
TO BE
DECIDED
IN FIELD BY
ENGINEER.
SLOPE INTERCEPT
SLOPE
PRE -CONSTRUCTION 51LT FENCE
EROSION MAT, CLASS 1, TYPE B
® SEDINEMTATION LOG
■ :1��:��1�� ��1���� ��ri�i��1�r�'I���r r �I � � v �i � v r � 4 � a i
II
SLOPE INTERCEPT
CTH N — East of 128 to Co. Line 1 7 OF
EROSION CONTROL PLAN
-x-x-x
I� III
I
III II 1
IIIII
I► �I
I I I I
1
III I I II �
II II I
III 11 1
ail I �� 1 - - - - ----=------------------ =_--_�
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y
III II 1 �
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1 II I III a
Il til
11► II,� I
' MII
I
SCALES:
1 v = SW HDR
� r
\ 1
\ 1
\ 1
u
I I
1 I
I I
r
COCONUT MAT
SLOPE INTERCEPT
COUNTY
PROJECT NUMBER
- 70.11N
ISHEET
CTH N
- East of 128 to
Co. Line
8 OF
EROSION CONTROL PLAN
' - o ----- o_-o
_1_ I
I I
I I
I
SLOPE INTERCEPT
PRE -CONSTRUCTION SILT FENCE
EROSION MAT, CLASS 1, TYPE B
EXACT LOCATION OF EROSION CONTROL ITEMS ( ® SEDINEMTATION LOG
TO BE DECIDED IN FIELD BY ENGINEER.
SLOPE INTERCEPT
SLOPE
`—CTH "No
--f — — 00 _ _ �`D —
------_=o-------�---__ ---_moo-_-_ -_
COUNTY PROJECT NUMBER —
sk*PAZWN
,• - av HIM
40'
-e
RIP RAP ON HR FABRIC
COCONUT MAT
CTH N — East of 128 to Co. Line j g OF
EROSION CONTROL PLAN
cv
7'
co
00
co
SLOPE INTERCEPT
PRE -CONSTRUCTION SILT FENCE
EROSION MAT, CLASS 1, TYPE
EXACT LOCATION OF EROSION CONTROL ITEMS I ® SEDINEMTATION LOG
TO BE DECIDED IN FIELD BY ENGINEER.
40' PROPOSED ROW
���� Kra �►�� i�r►\�ir�.
LW
i
n �
7 i ♦ ► 1K
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SLOPE
L
•
COUNTY
PROJECT NUMBER
— 70.11N
ISHEET
NO.
CTH N
— East of 128 to
Co. Line
110 OF
49
EROSION CONTROL PLAN
SCALES
50' HCR �
i
I i
SLOPE INTERCEPT JI i
%
-_- _---� -�-"' K- .. n -----------ram _ _ _ _ _ _ � - - = = - - v- - - - -- - - -- wa _ ---_-
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co
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1 I
00
SLOPE INTERCEPT
(n �I 1
a I y ICL
I i� O
M '
i
RIP RAP ON HR FABRIC Ill *m4li'm I
PRE —CONSTRUCTION SILT FENCE
COCONUT MAT EROSION MAT, CLASS 1. TYPE B
EXACT LOCATION OF EROSION CONTROL ITEMS ® SEDINEMTATION LOG
TO BE DECIDED IN FIELD BY ENGINEER.
� I
I 1 .
i
I 1 x
SLOPE INTERCEPTzimi
—\ —
cn
CTH00
SLOPE INTERCEPt
1 i
COUNTY PROJECT NUMBER - 70.11N
scams:
1'mWHOR
40' PROPOSED ROW
SLOPE INTERCEPT
Ill � MI IIIIII�
CTH N — East
of
128 to Co. Line
111 OF 49
EROSION
CONTROL PLAN
OD
If
SLOPE INTERCEPT --
v _
a
RIP RAP ON HR FABRIC PRE -CONSTRUCTION SILT FENCE
E� EXACT LOCATION OF EROSION CONTROL ITEMS ® SEDINEMTATION LOG
I I TO BE DECIQED IN FIELD BY ENGINEER.
i
I I I NI 1
I
I M10
I I
low I
1 I 1 1 I
SLOPE INTERCEPT
hill Will
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COUNTY PROJECT NUMBER — 70.11 N ISHEET
CTH N — East of 128 to Co. Line 112 OF 49
SCALES:
10 1' = W HDR
60' PROPOSED ROW
SLOPE INTERCEPT
SLOPE INTERCEPT U
ar
IQ I
WWI
RIP RAP ON HR FABRIC
COCONUT MAT - "
EROSION CONTROL PLAN
a
� 0 —.
fl
PRE -CONSTRUCTION SILT FENCE
EROSION MAT, CLASS 1, TYPE
EXACT LOCATION OF EROSION CONTROL ITEMS I ® SEDINEMTATION LOG - ,� I /
LD
TO BE DECIDED IN FIEBY ENGINEER. [
Ni- SLOPE INTERCEPT J _ � �
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COUNTY PROJECT NUMBER —
70.11N SHEET N0.
CTH N —East of 128 to Co. Line 13
OF 49
GREGORY
L dt TARA L OWEN
�
GREGORY L & TARA L OWEN
PLAN AND PROFILE
3004 CTY
RD N
3004 CTY RD N
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WILSON, WI 54027
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WILSON, WI 54027
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54027
+C00��
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I
STA 9-�25 LT
_
I
33'
EXISTING ROW
EXISTIN F.E. AGG. STA 9+95
C L
�
PI Sta — 13+64.74
�
I
INSTALL�72' X 24" CMP REMOVE EXISTING CMP
N — 319879.15
(�
_ PED
SLOPE INTERCEPT
I
WITH E SECTIONS INSTALL 60'X30" ALUMINIZED CMP
E - ss73so.es
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WILSON, WI 54027
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SHEET NO.
CTH N — East of 128 to Co. Line
15 OF 49
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3066 CITY
RD N
PLAN AND PROFILE
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54027
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392 310TH ST.
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2329 N CRAMER SIT
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MILWAUKEE, WI 53211
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NUMBER — 70.11N
SHEET
NO.
21
OF 49
CLARENCE L. HOEKSTRA
CTH N —East of 128 to Co. Line
54
PLAN AND
PROFILE
WI S, WI ON27
ALLEN L & DOROTHY KERR
L
3204 CITY RD IN
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WILSON, WI 54027
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Y
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3219 CTY RD N
WILSON, Wl 54027
JOSEPH HASELMAN
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COUNTY PROJECT NUMBER
— 70.11N SHEET NO.
CTH N —
East of 128 to
Co. Line 22 OF 49
CLARENCE L. HOEKSTRA
PLAN
AND PROFILE
11001
�
M.
WI SON, WIR54 27
'� ? 2
ALLE325TH
NEILSEN
t
11 S
361
ST.ANE
CACULAR
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KNAPP, W. 54749
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361 325TH
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KNAPP, NO
54749
PI Stu =
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127+05.02 INSTALL 30' X 16" CMP
+
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PI Stu 135+40,69
L . 211.99
C . 211.68aaa
40
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WITH END SECTIONS
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MATCH EXISTING I I
1
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I
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315 325TH
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1 WITH END SECTIONS
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KNAPP, WI.
54749
WILSON, WI 54027
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COUNTY
PROJECT NUMBER — 70.11N SHEEP NO.
CTH N
— East of 128 to Co. Line 23
OF 49
ALLEN E. &
DIANE M.
NEILSEN
PLAN AND PROFILE
361 325TH
ST.
MINE
MININ
KNAPP, We
54749
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JAMES C. HURLBURT
E1214 561TH
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MENOMONIE,
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MENOMONIE, WI. 54751
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1145
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163
COUNTY
PROJECT NUMBER — 70.11 N ISHEET
NO.
JAMES C. HURLBURT
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CTH N
— East of 128 to Co. Line
24 OF 49
E1214 551 TH ST.
00001
Ci
PLAN AND PROFILE
MENOMONIE, WI. 54751
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NOTE: UTILITIES NOT SHOW
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