HomeMy WebLinkAbout2008 70.08F.pdfINDEX OF SHEETS
SHEET N0, 1 TITLE
SHEET N0. 2 TYPICAL SECTIONS
SHEET NO. 3 INTERSECTION STAKEOUT AND QUANTITIES
SHEET NO. 4 INTERSECTION RECONSTRUCT
SHEET NO. 5-7 EROSION CONTROL PLAN
SHEET NO. 8-14 PLAN AND PROFILE
TOTAL SHEETS = 32
DESIGN DESIGNATION
A,D,T. 2007 = 6000
A.D.T. 2027 = 6000
D,H,V. 2027 = 1200
D. 2027 = 50/50
T,(% OF A.D.T.) = 7%
V. = 45 MPH
ESAL, _
CDNVENTIDNAL
SIGNS
COMBUSTIBLE FLUIDS
ok
(UNDER PRESSURE)
UNDER GROUND UTILITIES
G
GAS
ELECTRIC
E
TELEPHONE
T
SERVICE PEDESTAL
�
CABLE MARKER
f'
POWER POLE
TELEPHONE
RAILROADS
MARSH
WOOGEtJ AREA
RIGHT-OF-WAY
MARKERS
OVER HEAD LINES
O.H.
FENCE LINE
COUNTY LINE
CORPORATE UidITS
PROPERTY LINE
LOT LINE
- -
LIMITED HIGHWAY EASEMENT
EXISTING RIGHT OF WAY
-
NEW RIGHT OF WAY
" REFERENCE LINE
� SLOPE INTERCEPT
1.' ORIGINAL GROUND PROFILE
EXISTING ROADWAY OR PRIVATE ENT._-
'� CULVERT IN PLACE
1
CULVERT REQUIRED
0 ��
CULVERT REQUIRED PROFILE
0 ❑
ST. CROIX COUNTY
<> HIGHWAY DEPARTMENT
PLAN OF PROPOSED IMPROVEMENT
PRESCOTT-HUDSON ROAD
(PIERCE CO. —CITY OF HUDSON)
C.T.H. F
ST. CROIX COUNTY
COUNTY PROJECT NUMBER
70.08E
R-20-19--W
END PAVING PROJECT
STA. 205+15 '
END CONSTRUCTI4 , PROJE.CT/. ,
STA. 181+50
No. ILwaco Rd .
ILwaco Rd
So. ILwaco Rd
CTION PROJECT
STA. 96+75
.. TOWN � Or � . ... . .
TROY
C
J
O
toT-28—N
o � O
n
ST. CROIX CO.
'=''
TOWN OFPIERCE Co.
CLIFTON
STA. 95+75
PROJECT DESCRIPTION UMBER SHEET:
1 32
CTH "F" (CTH "M" NORTH TO CTH "MM")
CONSTRUCTION PROJECT NUMBER 70.07-F
YEAR OF CONSTRUCTION Zoos
oor
oe �tl
LAY OUT
GRaPxIc SCALE
�m� O
C❑❑RDINATES ON THIS PLAN ARE REFERENCED TO
( IN FEET) ST, CR❑IX COUNTY COORDINATES SYSTEM
TOTAL NET LENGTH OF CENTERLINE = 1,605 MI. WIDEN/REC❑NSTRUCT C2.072 MI. PAVING?
'REVISION '
GATE
UTILITIES
DIGGERS HOTLINE _
TELE. 1-800-242-8511 �
U
C❑MCAST CABLE C❑MMUNICATIONS
2611 FAIRVIEW AVE. NORTH
�
RUSEVILLE, MN 55113
TEL. C651>-493-5127'
�
ATTN. SCOTT RUPPERT 7-
XCEL ENERGY -GAS & ELECTRIC
�
1201 LIVINGSTONE ROAD
�
HUDSON, WI 54016
TEL• (715) 377-1810
ATTN, STEVE J❑HNSON-ELECTRIC
ATTN, DARREN NORDSKDG-GAS
SBC-AT&T
304 SOUTH DEWEY ST.
EAU CLAIRE, WIS. 54701
TEL (715) 839-5565
ATTN, RICK PODOLAK
TOWN
OF TROY
654 GLOVER RD,
HUDSON, WI. 54016
TEL, C715)-381-0154
ATTN RAY KNAPP, CHAIRMAN
ST. CROIX COUNTY HWY. DPT.
P.O. BOX 106
1150 DAMS ST.
HAMMOND, WIS. 54015
�
TEL. (715)-796-2227
ATTN. TIM RAMBERG, HWY. COMMISSIONER
ST, CR❑IX NATURAL GAS
415 SOUTH SECOND ST,
RIVER FALLS, WI 54022
V
TEL. (715)-425-6177
ATTN GREG LEE
ST, CR❑IX ELECTRIC CO-OP �
1925 RIDGEWAY STA
HAMMDND, WIS. 54015
TELE. (715)-796-7000
ATTN STAN HIGSY
MAGELLAN PIPELINE CO, LLC,
TULSA ❑KLAHOMA
TELE, 1-888-945-2255
�
TELE. 1-800-720-2417
�
ST. CROIX COUNTY �
0
HIGHWAY DEPARTMENT
PREPARED BY
SURVEYOR FRANCIS W. BLFSKACEK RLS
DESIGNER JEFFREY S. DURKEE P.E.
DRAFTED BY TODD A. REHNEIT
CHECKED BY TIM RAMBERG
COUNTY WY. 0 MISSIONER
EXISTING
R/W
1 EXISTING EGTaE—�
1 OF PAVEMENT
I II I (
..,—gpSTNG 12' LANE"
VARIE
GAV. POINT REFERRED —
I TO ON pROFILE
/'r
r,AGED TOPSOIL & MULCH I
SEED & FERTIUZER
1 7
�aRM
1
q
—94.10,
EGIN WIDENING AT
COUNTY PROJECT NVMOE.rx
70.OBF CTH F
=2OF
TYPICAL SECTIONS
CULVERT SCHEDULE
r
1N
EXISTING
R/W 0
SEED,PSOIL MULCHI & FERTILIZER
ORIGINAL GROUND
12" GRANULAR SUBBASE MINIMUM 6" BELOW Sub ASE
BASE AGGREGATE DENSE (1 1 /4" OR 3/4")
L3 1/2" ASPHALTIC E1 PAVEMENT
MILL CRUSH AND RELAY EXISTING BASE AND PAVEMENT
TYPICAL FINISHED i WIDENING SECTION
STA. 96+75 - 103+00 LT (13 ERSECAN
STA. 96-� 75 - 101 +80 RT
STA. 113+00 - 167+00 LT&RT
&07
12'i FROM
EXISTING BIT:'\
ff�
7-TOP OF AGG. � ,,�`�L�
OF
4" TOPSOIL
12.1' TOE OF SAND/TOP OF SUBGRADE-
NPICAL FlNISHED WIDE ING DEMENSIONS
CTH
SEED & FERTILIZER EXISTING RIGHT—OF—WAY VARIABLE
rt
rt 4V SUB GRADE
VARIABLE SALVAGED TOPSOIL & MULCH _ 42' TOP,OF SAND
MIN. 24' MAX. I 38' TOP OF BASE COURSE 0.80' 1.6G
1
2.1' �i 3.18'
4" TOPSOIL, SEED & MULCH 2'1 --16'
16' 2'
0.02'/1:T. J; P I 0.02'/FT_ OW
3,0.02' T 4" TOPSOIL, SEED & MUb&1VES.
• 3; 7
VAR/ ...,;..; •:v:r.•}ii::ii .•: iisi' '•i'.•iJ+!»ti:•R�F3t:4F.h&.iSr?§i}giiitiJ. ,�,•.r:8n: 3
6" CRUSHED AGG. BASE --�
NOTE: 2" ASPHALTIC CONCRETE PAVEMENT' TYPE MV ON
ES�INGCCRUSHED SE rz."TOTAL DEPTH
PAGGREGATE N EXISTING AyS ONLY. UCRUSHED AGGREGATE
-(YPICAL SECTION ELD ENTRANCES
DRIVES AND
AX
�M
POINT REFERRED TO ON PROFILE 3 1/2" ASPHALTIC CONIC, PAV'T. TYPE E1 S q�
" CRUSHED AGG. BASE 8c 2" RECYCLE
NDEETERM NEDI OTHERWISE TBYFUNLESS CH 6
ENG NEER12" DEPTH GRANULAR SUBBASE
TYPICAL FINISHED SECTION RECONSTRUCTION
(STA. 172+00 - 181 +00)
TSB
Station Offset Table
Point Number
Station
Offset
10
99+25.88
64'RT
2
101+01.91
84'RT
3
100+36.95
28'RT
4
100,19,86
29'RT
100+19.44
1 60'RT
+Location shown with + sign
RADIUS POINT
STA 168+06.96,84' ITT.
60' RAD. TO FLAG OF
TYPE "J" C&G
MATCH EXISTING SHOULDER
" �I
I �I
H i)
RADIUS POINT
I OSTA 169+83.37,84' LT.
70- 51
FACE ACE M 2Z' I 60' RA® TO FLAG OF C&G
c:)
CD, CD:
0i-
J o
-'{ — — — — — — — — —�
--- �_ R+A' TO FI A(; — —
�5, TYPE J C&G
r�
11
5' TO FLAG1 — —
11 0 CD
it o 0
_1 l 1 SSA' �mH 99 �f9GO
1 1 G'i m
tBY OTHER) u tK \-C/L-C/L CTH "T"&"A4"
STA 100+00
CTH "F" AND "M" INTERSECTION C&G AND
ISLAND DIMENSIONS ZSTAKEOUT
NOT TO SCALE
U
LOATH S"MMAD (WIDENING)
STA. 96+75 — 167+00
:GRANULAR SAND PER SIDE .� .
53 C.Y. per 100 Ft. or 0.53 C.Y. per 1 Ft.
Tri axle (12 C.Y.) = 22.6 Ft.
Quad axle 16 C.Y. = 30.2 Ft.
AGGREGATE BASE COURSE PER SIDE
29 C.Y. per 100 Ft. or 0.29 C.Y. per 1 Ft.
Tri axle (12 C.Y) = 41.4 Ft.
Quad axle 16 G.Y. = 55.2 Ft.
LOAD SPREAD (CONSTRUCTION)
STA. 172+00 — 181+00
GRANULAR SAND
208 C.Y. per 100 Ft. or 2.08 C.Y. per 1 Ft.
Tri axle (12 C.Y.) = 5.8 Ft.
Quad axle 16 C.Y. = 7.7 Ft,
AGGREGATE BASE COURSE
96 C.Y. per 100 Ft. or 0.96 C.Y. per 1 Ft.
Tri axle (12 C.Y.) = 12.5 Ft.
Quad axle 16 C.Y.) = 16.7 Ft.
RECYCLED ASPHALT
31 C.Y. per 100 Ft. or 0.31 C.Y. per 1 Ft.
Tri axle (12 C.Y.) = 39 Ft.
Quad axle 16 G.Y. = 52 Ft.
ASPHALT
COUNTY PROJECT NUMBER SHEET NO.
CTH "M" 70.07M2 3 of 32
STANDARD ABBREVIATIONS
AND QUANTITIES
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.
STA. 96+75+00 — 181+00
MATERIAL YARDAGE SUMMARY
5,800 C.Y.
UNCLASSIFIED BORROW
9,400 C.Y.
GRANULAR SAND TRUCKMEASURED
5,050 C.Y.
CRUSHED AGG. BASE(TRUCKMEASUR
280 C.Y.
RECYCLE STA. 172+00-181+00
8,200 TON
ASPHALTIC BIT. PAVEMENT E9
CULVERT SCHEDULE
STA,
LOCATION
LENGTH/SIZE
END WALLS
99+50
LT.
6'X24" CMP
1 REQ'D
112+50
RT.
26'X18" CMP
2 REQ'D
113+97
LT.
66'X18" CMP
2 REQ'D
134+901
LT.
26'X18" CMP
2 REQ'D
LT.
6'X30" CMP
1 REQ'D
LT.
26'X18" CMP
2 REQ'D
F
LT.
26'X18" CMP
2 REQ'D
RT.
25'X18" CMP
2 REQ'D
178+95
RT.
26'X18" CMP
2 REQ'D
.16 9- J
l 2- S1 `. cj .� J � 0 , 2
1 "=50'
a -
a.
(I
2' AGG. SHOULDE 16
�j
old"�
c6
CONSTRUCT ASPHALT FLUME
60' Rip, TO FLAG OF C&G--\
TYPE J C&G
RADIUS POINT
STA 101+01.91,84RT.
- R- +ff
1 a-- j ——f�/VV— T — —R f+rV- — T T — T — — T /T ----
1 1 1 1fj 1 1 1 1 1 1
2' AGG: SHOULDEiR � T'
T T T T T TTZ`—D IR VING 'LANE F 22 T
TO 15' EDGE AC
o CTH " F", o o -24i-
__.__ — — — — — — — — — — — — — —
' I
TO_16' EDGE OF BiT. - - - a_
21 7'
TO 12' DRIVING LANE
f'Jo
COUNTY PROJECT NUMBER SHEET NO.
CTH "F" AND "M" 70.08F 4 OF 32
INTERSECTION RECONSTRUCTION
II
MATCH EXISTING 235' ---�21=.
i 22„
I 4„F.
6 , "R
— 3 4" FT SLOPE 1
6„ d ,
a 6" MIN
TYPES J
` I MATCH EXISTING SHOULDER CONCRETE CURB & GUTTER 30"
� I �
TAPER TO 12 LANE'
I RADI99+25.88,84' RT.
HOUSE
MOVE EXISTING ISLAND, CATCHBASIN AND CULVERT PIPE
RAD C&G LAG OF C&G
CL CL OF CTH "F" AND 'M'-
STA 100+00
5'
�1
a . 100' 150'
F- ✓ . — — — — 2' AGG. SHOULDER \
— —
— — — — — — — —
0 0 —�— — — — — — — D-----
0 0 0 0
�
' rn oo r co I2 -
-�-----)— — — — — — — - - - - - - - ---------- rn--
i 1 J. 1 1 1—
a3d-1 + \
�R AM
N I
325' OD
2' AGG. SHOULDER TO 12' DRIVING LANE
BEGIN RECONSTRUCT/WIDENING INTERSECTION
STA 96+75 LT & RT , ./SEE PAGE 3 OF 7
rSs,'i 3`P� FOR INTERSECTION DETAIL
WILLIAM K. & MARY L. STOKES� t{.�•
N8853 CTH F S�. f�'��/ �•, ' a.-
RIVER FALLS, WI 54022 f
2-414-5528
CELL: 61 16,a'
HOME: 715-425-8837 325'
33 c` m ,• j,,. �,''
,.) pl Ste a 97t21.23 NTERCEPT
WILLIAM & BETSY STOKES
327 ILWACO RD
RIVER FALLS, WI 54022
HOME: 715-425-1432
SECTION 31 T28N R19W
+ STA. • 101 +20 LT "
ELIMNATE ABANDONED F.E. +
MATCH EXISTING DITCHUNE
COUNTY PROJECT NUMBER ISHEET NO.
70.08F (Widening) 8 OF 32
PLAN AND PROFILE
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33'RW i HOUSE 150 .� T i 9* -�5�- v T_ � k
• , �f STA. 105+20 RT
BEGIN PAVING STA 97+50 ' f • } '
STA 95+75/SAWCUT AND MATCH PROPOSED R 0.087 ,� , �� S • PROTECT EXISTING CMP
EXISTING PAVEMENT STA. 100+33 75' '•RT : , . MATCH EXISTING AT 25RT
GUY R E LAN D E R ! _ } ; ' 0 � � COORDINATE GPS STATION •
N8870 CTY RD F LN
97+70 RT s, ,1 •REMOVAL WITH COUNTY SURVEYOR % s
MP REQUIRED STA 99+50 55' C`L Z U I f . ? • •RIVER FALLS, WI 54022 IXISTiNG AT 40' RT PROTECT IXIsnNG 24 cMP ! LE�OY ,W: JR :&; I�,gRJCY 'S JOHNSON
EXTEND WEST END WITH 6 X24' CMP ! { ; • , , •
HOME: 715-425-7712 RECONNECT END SECTION, • ' 1;g CTY RD: F;
7' NOTE: UTILITIES NOT SHOWN s •_ • • + : RIR FAL ,;
ON PLANS J ( 'P P,'OSED t4 1 %n. 5. ACRES:a; qE�L: 76.3 ; 3A 3-6 44 , 05 �k
SCALE caarmx FIELD LOCATE PRIOR TO i ,
CONSTRUCTION % v PIERCE 'a -. S'T �F�OIX, 01,1 `fY• • ? S CTION. 1 :T28N R1�V�
0 50' 109' 150' _ . ,
. •
T�)1 At RT
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92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+0
WILLIAM & BETSY STOKES
mm 327 ILWACO RD
RIVER FALLS, WI 54022 BEGIN WIDENING
SECTION 31 T28N R19W
STA� 119+50 L
COUNTY PROJECT NUMBER SHEET NO.
NANCY L-TR CLAUSEN 70.08E (Widening) 9 OF 32
344 ILWACO RD
RIVER FALLS, WI 54022 PLAN AND PROFILE
SEC 31 T28N R19W
t AV
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`c.� 11E13p+97 RT, 7' 60 RW
26'X18 C 18' CMP a_
MLUSATfr' END JSCTITQNS v 90 RW
LEROY W JR & NANCY S JOHNSON ALICE P SCHLEG
19 CTY RD F - 23 W HAGUE DR
RIVER FALLS, WI 54022 NOTE: UTILITIES NOT SHOWN ANTIOCH, IL 60002
SCALE c�crrlox FIELD
PLANS PRIOR TO NOTE: OLD AND ABANDONED FENCES TO BE
SECTION 31 T28N R19W CONSTRUCTION REMOVED AND DISPOSED OF AT THE SECTION 31 T28N R19W
0 50' 100' 150' DISCRETION OF THE ENGINEER
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COUNTY PROJECT NUMBER SHEET NO.
NANCY L—TR CLAUSEN
JOHN S & VIRGINIA M ERICKSON 70.08F (Widening) 10 of 32
64 CTY RD F
344 ILWACO RD RIVER FALLS, WI 54022 PLAN AND PROFILE
RIVER FALLS, WI 54022 HEATHER S DUNCAN
SEC 31 T28N R19W SEC 31 T28N R19W PT SE114 NW1 /4 74 CTY RD F
LOT 1 CSM 8/2223 5 ACRES RIVER FALLS, WI 54022
JONATTHAN J & KATHLEENM SWENSON
i- --.� :-.: .- C,1Ys; STA. 126+25 ClL�' �fjE EXIS77N 80' CMP'RRE FA AND MASONRY END WALLSSTA. 126+90LT DURING CONSTRUCTION rvir'?
= c�� 70'RW x
-
NO CMP REQUIRED �_ d
MATCH EXISTING AT 40'
= i SLOP 4 _! 05r7
s
e
r
3
-
r .
- - `Li
-
c $ — - T
_ — _
`T-PED TA 12 0 RT S
4 -
h�
NO CMP REQUIRED 0
/ -
MATCH EXISTING AT JO' T
DAVID S & PAULA M MELSER
9oRw - `_ 362 PAGE LA ROX
,
364' P ` T
FLOYD R J0HNS0N RIVER FALLS, WI 54022
ALICE P SCHLEG - -.--- — 357 PAGE LAell RIVER FALLS, WI 54022
23 W HAGUE DR NOTE: UTILITIES NOT SHOWN 1 RIVER FALLS, WI 54022
SCALE ANTIOCH, IL 60002 csuriox ON PLANS
FIELD LOCATE PRIOR TO
CONSTRUCTION SEC 31 T28N R19W 3.4 AC IN CSM IN VOL I P 165
0 50' 100, 150' SECTION 31 T28N R19W —
GUARDRAIL i GUARDRAIL
STA 122+50 LT&RT BEGIN E.A.T. ENDSECTION STA 129+50 LT&, BEGIN E.A,T. END SECTIONS 87
, 70 STA 123+00 LT&RT BEGIN CLASS A BEAM GUARD — STA 130+00 LT&RT BEGIN . CLASS A BEAM GUARD
STA 126+00 LT&RT END CLASS A BEAM GUARD/BEGIN E.A.T. STA 133+.50 RT.'END CLASS A BEAM GUARD, BEGIN E.A.T.
STA 126+50 LT&RT END E.A.T. STA 1.33.+75 LT END GLASS A BEAM GUARD —BEGIN E.A.T. 865
865 STA 134+00 RT. END E.A.T AT END SECTION'
STA .134+1'2.5. LT END E.A.T. AT END SECTION
860 7 5. 50°�/ 860
855
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72 C R., �rF f,
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364 PAGE LA
RIVER FALLS, WI 54022
SCALE
0 50' 100' 150'
a`
900
A
895
DANIEL C HALVERSON
COUNTY PROJECT NUMBER SHEET NO.
70.08F (Widening) 11 OF 32
TWIN FARMS RANCH LLC PLAN AND PROFILE
N 78 CTY RD F 105 BLACK BASS RD
RIVER FALLS, WI 54022 RIVER FLS, WI 54022
_ _ -ALGENT FAR
s
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s
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I=.00'25'31.31R
SHEILA J & GREGORY M WARREN
75 CTY RD F
RIVER FALLS, WI 54022
P
CTY RD F
-4
c, STA. 146+50-150+75 52' R
144+08 LT p STA 146+18 LT : PRESERVE EXISTING WOOD FENCE
:MP REQUIRED •F, PRESERVE EXISTING 18' CMP DURING CONSTRUCTION
l rXi�T HG A' 4C' F AND END SECTIONS : r
Yr MATCH EXISTING AT 40' L
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z PRESERVE EXISTING 18' CMP
WNWRONALD D & JANE A TRUESDILL AND END SECTIONS
81 CF MATCH EXISTING AT 40' RT
RIVER FALLS, WI 54022 �.
NOTE: UTILITIES NOT SHOWN
nvr[ox ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE
FIELD LOCATE PRIOR TO REMOVED AND DISPOSED OF AT THE
CONSTRUCTION DISCRETION OF THE ENGINEER
STA. 148+35 C/L
EXISTING 30' CMP _
EXTEND WEST END 8'X30' CMP
RECONNECT END SECTIONS
RONALD" D" & JANE A TRLIESDP ```i
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81 CTY RD F
RIVER FALLS, WI 54022
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146+00
147+00
148+00
149+00
COUNTY PROJECT NUMBER
SHEET NO.
70.08E (Widening)
12 OF 32
SECTION 30 T28N R19W
PLAN AND PROFILE
fi
DAVID L & SUE E RUSTAD
ARGENT FARMS LLC
112 CTY RD F
ARGENT FARMS LLC
92 CTY RD F
JOSEPH P & NANCY C CAYA
RIVER FALLS, WI 54022
1 . RIVER FALLS, WI 54022
1'04 C
IV
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,:
p+�7�0pNGT 18" CMP
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D
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PLUS END SECTIONS
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i
WITH 26'Xt8 CMP
PI,U END SEFIONS , !^
b REMOVE ABANDONED FE
50'R?! MATCH EXISTING DITCHLINE
STA 156+90 LT =
T H EXISTING AT 40' LT
DISCUSS REMOVAL WfTH LAND_OWNE
-
PRESERVE EXISTING 18- CMP
AND
i rn k+°=
i
MMATTCHNEXISTINGOAT 40zm '
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SLOPE INTERCEPT
SLOPE :, m
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TRp,
159+60-162+25
LT
F =_ .
PAACi_.�
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9177Au�MMN IJTIRW
MATCH DfIST1NC AT 45' RT
DISCUSS
REMOVAL OR TRIMMING
OF
Qv
- I .f , - � , t .- • it ti
j'
TYPE B2 INTERSECTION
NO CMP REQUIRED
TREES IN ROW WITH LANDOWNER
0 8EA 4 ;ESDtL
�o
RD F
PAUL H & DELPHINE
TR JOHNSON
RIVER FALLS, WI 54022
382 CTY RD MM
RIVER FALLS, WI 54022
NOTE: UTILITIES NOT SHOWN
SCALE
sTrriox ON PLANS NOTE: OLD AND ABANDONED
FIELD LOCATE PRIOR TO
FENCES TO BE
SECTION 30 T28N
R19W
REMOVED AND DISPOSED
OF
AT THE
CONSTRUCTION DISCRETION OF THE ENGINEER
p
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7
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157+00 158+00 159+00
160+00 161+00
+00
A
DISCUSS FENCE REMOVAL/RELOCATION
WITH LANDOWNER
BEGIN RECONSTRUCT
COUNTY PROJECT NUMBER ISHEET NO.
70.08F (Widening) 13 OF 32
PLAN AND PROFILE
0=385.47 \tVA I�INTERSECTION IMPROY ENTS RIVER FALLS, WI 5 022 STA 172+00
M = 3 4 STA 164+00 TO 16 +00 SAWCUT PAVEMENT AT MATCHLINES c8i
PI Sto - 163+25.39 ��,, MATCH EXISTING 85 T&RT / PI Sto = 175+o7.9a
o u �: STA 171 +95 LT `,,.' I
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DELPHINE TR JOHNSOIN I + PRESERVE EXISTING 18" CMP y NO CMP REQUIRED
REMOVE ABANDONED FE AND END SECTIONS ii`i /� _ i 1 '
RD MM MATCH EXISTING DRCHLINE ftyl MATCH EXISTING PER ENGINEER a i 1� , 40_R4 `, f r Z
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"rrr ttt MATCH EXISTING AT
LLS, WI 54022 -= - —
1 t LOPE INTERCEPT %
OF C&�
r
{ Q
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= 40TO FLAG OF C&G .; EXISTING CENTERLINI~
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382 CTY RD MM 382 CTY RD MM C! -
RI F ER FALLS, WI 54022 k3� � �i �(, NOTE: UTILITIES NOT SHOWN RIVER FALLS, WI 54022
SCALE �� 1 J CAUTION ON FIELD LOCATE PRIOR TO %
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1
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n
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= 4.89x
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f U�✓ S��. r( ,��(vy�r ,/Z,y Jy2 a3- COUNTY PROJECT NUMBER SHEET NO.
MAGELLAN PIPELINE CO. LLC,
TULSA, OKLAl/jJr
GJ'h/✓✓j"-
70.08E (Widening) 14
9)
OF 32
V� RLES S & S_USAN M SMITH � c.t,rsox PHONE- 1 -888-945-2255 154 CTY RD F
PLAN AND PROFILE
NO EXCAVATION WITHOUT UTILITY PRESENT
r��H ✓S� RIVER FALLS, WI 54022
Ci�%. ds- �.
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LYNN F STOCK rr
165 CTY RD F h '
1�F8 CTY RD I00
RIVER FALLS, WI 54022 L J�
RIVER FALLS, W 54022 S r
�- • NO CMP REQUIRED STA 179+42 C/L MATCH EXISTING
�N
-j MATCH EXISTING AT 40' AND END SECTIONS 24" CM
l
s
DISCU F R DURING CONSTRUCTION
WI TH
SLOPE INTERCEPT
rn
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STA 178+95 RT25#
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PLUS END1SECn0 J PLUS END SECTIONS -
� �•' - � i-- � .��
S x MATCH EXISTING AT 33'
MATCH EXISTING A 33'
i
PAUL H & DELPHINE T JOHN 6111
LYNN F STOCK
382 CTY RD MM
I
165 CTY RD F
RIVER FALLS,
RIVER FALLS, W WI 54022
0 �< �y,SJ}� i NOTE: UTILITIES NOT SHOWN
SCALE J LIC cAVT[ox ON PLANS NOTE: OLD AND ABANDONED FENCES TO BE
FIELD LOCATE PRIOR TO
W ���� V` CONSTRUCTION REMOVED
AND SED OF T THE
0 50' 100' 150' Z �DISCRETION
`
OF THEENGINEER
li"o
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/
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