HomeMy WebLinkAbout2015 C.pdf4,
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INDEX
OF SHEETS
SHEET
N0.
1
TITLE
SHEET
NO.
2-4
TYPICAL SECTIONS & MISC QUANTITIES
SHEET
NO.
5-6
EROSION CONTROL PLAN
SHEET
NO.
7-8
RECONSTRUCTION PLAN SHEETS
SHEET
NO,
9-12
PLAN SHEETS
SHEET
NO.
13-17
CROSS SECTIONS
TOTAL SHEETS = 17
DESIGN DESIGNATI❑N
A,D.T.
2015 =
1,700
A,D,T,
2035 =
2,290
D,H.V.
2035
= 183
D,
=
50/50
TX/ OF
A.D,T,) =
6%
V,
=
45 MPH
ESAL
=
0,48 MIL,
ST* CROIX COUNTY
N�GHWAY DEPARTMENT
PLAN OF PROPOSED IMPROVEMENT
CTH C
ST. CRJIX COUNTY
COUNTY PROJECT NUMBER
70014C
-��O)•-
205th St
WIDENING PROJECT i �
STA. 108+00 to 117+25
0)
C❑NVENTI❑NAL SIGNS
COUNTY LINE COMBUSTIBLE FLUIDS
(UNDER PRESSURE)
CORPORATE LIMITS UNDER GROUND UTILITIES
PROPERTY LINE GAS GAS
—
ELECTRIC
ELECTRIC
LOT LINE TELEPHONE UGT
LIMITED HIGHWAY EASEMENT SERVICE PEDESTAL
EXISTING RIGHT OF WAY _ _ CABLE MARKER F'
NEW RIGHT OF WAY _ _ POWER POLE
�f
REFERENCE LINE TELEPHONE
SLOPE INTERCEPT RAILROADS w I I I I I
ORIGINAL GROUND PROFILE
�`--� MARSH -
EXISTING ROADWAY OR PRIVATE ENT. — — — WOODED AREA
CULVERT IN PLACE RIGHT-OF-WAY
MARKERS
CULVERT REQUIRED OVER HEAD LINES OHE
CULVERT REQUIRED PROFILE 0 ❑ FENCE LINE
CAUTION
PROJECT DESCRIPTION NUMBERSHEE
1 17
CTH C 80th St INTERSECTION AND WIDENING
CONSTRUCTION
PROJECT
NUMBER
7o.14C
YEAR OF
CONSTRUCTION
2015
RECEIVED
ST. CROIX COUNTY
HIGHWAY DEPT
.,� � ACCEPTED FOR
N ST. CROIX COUNTY
5 U
T-31—N
J
0 DATE TIM RAMBERG
CD (HIGHWAY COMMISSIONER)
a ❑RIGINAL PLANS PREPARED BY
INTERSECTION PROJECT ST, CR❑IX COUNTY HIGHWAY DEPT,
C STA. 16+50 to 22+50
LAY OUT
GRAPHIC SCALE
64 0 2000 4000
m �/ �.
I I e I s (2 ( IN FEET ) DATE SIGNATURE
ST. CROIX COUNTY
REVISION HIGHWAY DEPARTMENT
DATE
3/23/15 PREPARED BY
T❑TAL NET LENGTH OF INTERSECTI❑N CENTERLINE = 0,11 MI.
4/3/15 SURVEYOR FRAN BLESKACEK RLS
TOTAL NET LENGTH OF WIDENING CENTERLINE = 0.17 MI. 4/15/15 DESIGNER JEFFREY S DURKEE P.E.
TOTAL NET LENGTH OF MILL/PAVE CENTERLINE = 1.97 MI. DRAFTED BY ROB OHMAN
CO❑RDINATES ON THIS PLAN ARE REFERENCED TO
ST, CROIX COUNTY C❑ORDINATES SYSTEM CHECKED BY TIM RAMBERG
COUNTY HWY COMMISSIONER
SHEET N0.
20F17
CLEAR ZONE
— 18 =
SEED &FERTILIZE
SALVAGED TOPSOIL &MULCH
3.19' 2.14
36' FINISHED TOP WIDTH
PROPOSED PAVEMENT
PR.
-1.19' 15'
�12' EX. PAVEMENT
—3'
0.04'�U. 0.02' /FT. (TYP. )
24.52' TOP OF SUB
21.32' TOP OF SANC
19.19' TOP OF BASE
18' FINISHED SHOULDE
2' EX. PAVEMENT—�{
I - ---- I
M ------ ------------
OR
S 3•� N ��
i ,/� POINT REFERRED TO ON CROSS SECTIONS
i� `- 5" PULVERIZED AND RELAYED ASPHALTIC PAVEMENT
ROUNDING g" BASE AGGREGATE DENSE 1 1/4"(TYP.}
5:1 (MAX) 3.5" BASE AGGREGATE 3.5" HMA PAVEMENT 12" SUBBASE(TYP.)
)ING DENSE 3/4' (TYP.) TYPE E3, 1.75" LAYERS
4" TOPSOIL -SEED &
TYPICAL FINISHED SECTION C.T.H. C WIDENING
(STA. 116+50 TO STA. 117+25)
TYPICAL FINISHED SECTION C.T.N. C PAVING
(STA. 13+50 70 STA. 117+25)
EXISTING 66" RIGHT-OF-WAY
44.2' SUB GRADE
--35.5' TOPI OF SAND
I
32.3' TOP. OF BASE COURSE
— 310'
12'�
nns' I 0.02? FT. i 1 1 I 0.02'/rT. 0.04/{7;I y
POINT REFERRED TO ON PROFILE
NOTE: 2' MINIMUM DEPT OF DITCH UNLESS
DETERMINED OTHERWISE BY ENGINEER
CLEAR ZONE
—18 ----
0.04'/tT.
4" TOPSOIL -SEED &MULCH
�3��
? S-�
3" ASPHALTIC CONC. PAV'T. TYPE E-1 M-9�-
2" SALVAGED ASPHALTIC PAVEMENT �_
T
6" CRUSHED AGG. BASE
12" DEPTH GRANULAR SUBBASE
TYPICAL FINISHED SECTION TOWN ROAD
TOWN OF STAR PRAIRIE
i
LOAD SPREADS - CTH C FULL BYPASS
STA. 17+80 TO 20+40 RT
GRANULAR SUBBASE
95.83 CY PER 100 FT OR 0.958 CY PER 1 FT
TRI AXLE (12 CY) = 12.5 FT
QUAD AXLE (16 CY) = 16.7 FT
ROUNDING BASE AGGREGATE
{`�P�1 57.23 CY PER 100 FT OR 0.572 CY PER 1 FT
—L <NpRMI ROUNDING 7RI AXLE (12 CY) = 21 FT
QUAD AXLE (16 CY) = 28 FT
0.5' MIN.
LVAGED TOPSOIL &MULCH
SEED &FERTILIZER
3��
��RM
2.1'
TYPICAL SECTIONS CTH C
LOAD SPREADS - CTH C WIDENING
STA. 109+00 TO 117+25
GRANULAR SUBBASE
36.66 CY PER 100 FT OR 0.366 CY PER 1 FT
7RI AXLE (12 CY) = 32.7 FT
QUAD AXLE (16 CY) = 43.6 FT
BASE AGGREGATE
16.97 CY PER 100 FT OR 0.169 CY PER 1 FT
TRI AXLE (12 CY) = 70.7 FT
QUAD AXLE (16 CY) = 94.3 FT
VARIABLE
12' MIN. 24' MAX.
2.1'
0.02' /FT. 0.02'/FT
__
6" CRUSHED AGG. BASE
NOTE: 2" ASPHALTIC CONCRETE PAVEMENT, TYPE MV ON I
EXISTING PAVED DRIVEWAYS ONLY. USE 6" TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
TYPICAL SECTION FOR PRIVATE
DRIVES AND FIELD ENTRANCES
12 I� 6" 22"
J-J_ 1' R
6 4—3/4"/FT .SLOPE
.° a e.. 6" MIN.
o a ,
T
NOTE: THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER
LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE
AGGREGATE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED.
CONCRETE CURB & GUTTER 30"
6" SLOPED TYPES G & J
3_ �
UTILITIES
DIGGERS HOTLINE
TELE. 1-800-242-8511
SOMERSET TELEPHONE
300 SPRING ST,
SDMERSET, WI 540z5
TEL (715) 247-4900
ATTN,
WE ENERGIES
1921 8TH ST, SOUTH
WISCDNSIN RAPIDS, WI 54494
TEL, <715) 790-4670
ATTN, MIKE GDULD
ST, CROIX ELECTRIC CO -DP
1925 RIDGEWAY ST,
HAMMOND, WI 54015
TELE, C715) 796-7000
ATTN, ROB DODLEY
XCEL ENERGY-HUDS�N ❑FFICE
1201 LIVINGSTDNE RUAD
HUDSON, WI 54016
TELE. C715> 386-4798
ATTN. DARKEN NDRDSKUG
SEED &
FERTILIZER
SALVAGED 70PSOIL
& MULCH
TUWN ❑F STAR PRAIRIE
2118 CDDK DRIVE
SGMERSET, WI 54025
TEL. C715) z46-9878
ATTN. SCOTT COUNTER, CHAIRMAN
ST. CROIX COUNTY HWY. OPT.
P.O. BOX 108
1150 DAVIS ST.
HAMMOND, WI, 54015
TEL. (715) 796-2227
ATTN. TIM RAMBERG, HWY. COMMISSIONER
-0.06
-0.04
-0.02
C/l
0.02
0.04
0.06
CURVE �1
204' T R=1290' 204' T
153' L 153' L
103' 50' 50' 103'
LEFT 0.06 LEFT 0.06
CURVE �2
146' T R=675' 146' T
112' L 112' L
75' 37' 37' 75'
-0.06 .._.._._.._ -0.06 -0.06 �'-
-0.04 ,_,_._..........._......- _.,.._..._ _0.04 -0.04 ..__-------�__
-0.02 _. ._._., _....-- -0.02 -0.02 _...._....._.....-..._ �_.-
C/L .... C/L C/L _
0.02 - 0.02 0.02
0.04 _..__......_._--'- 0.04 0.04
0.06 0.06 0.06
RIGHT -0.06 RIGHT -0.06 RIGHT -0.065
� � O � O � � � O tD O M t` d' � M
N r7 r7 + � rn o + N � � � + -I' -f- t
.- N N N N N N N N � ro
H FQ- �' la- F H F Fa- � H F FQ-- Q Q Q Q
� � � !n (n to � N � (n N � � � � �
� d W W � N Z Z � d W K d (n Z
F O d d
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Z (n U U Z U U7 � U U
J J Q J
Z N L=i � N � Z N � � N �
K
m p O W Z O
Z m
W W
CURVE �3
189' T R=680' 189' T
149� L 149' L
1 CO' 49' 49' 100'
-0.06
-0.04
-0.02
C/L
0.02
0.04
o.os
CURVE �4
197' T R=1435' 197' T
146' L 146' L
98' 48' 48' 98'
-o.os I FFr -n o57
-0.04 �-'---'-
-0.02 .....,_.. _.,._---.._.
0.02
0.04
o.os
RIGHT 0.057
N Ol m � O � � t7
� M ^ N m M m r r ^ N � N O I� m
� rn rn a �- + t t � } t -I-o � rn rn
_ _ -F + t
N N N � M M M M t7 t' � d- � <h d- u)
N N � � � � � � � � N � � � � �
z � U � � t-- <n z z cn U cc I- cn z
O rn ° W W n- � 3 0 �n d ''' w a <n
H � j d O O � p d d O �
� U
Z Q N (n U U Z U � � U U
Q
� J J Q J � J J Q J
Z N 1pi � N � ~ N Z � � Q
� Z l� W N �
m Z O W � OZ
W m W
CURVE �6
141' T R=3030' 141' T
88' L 88' L
59' 29' 29' 59'
LEFT 0.033 LEFT 0.033 -D.O6
-0.04
-0.02
- � C/L
0.02
RIGHT
�
N
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t
t
+
t
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u)
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u7
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J
N
Z
t'_
L7
O]
0.04
RIGHT -0.033 0.06
-0.06
-0.04
-0.02
C/L
0.02
0.04
0.06
�
�
�
N
N
N
+
+
+
+
+
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r
r
r
m
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w
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J
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N
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W
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W
�
Z
W
m
CURVE �7
114' T R--6250� 114' T
61' L 61' L
41' 20' 20' 41'
LEFT 0.023 LEFT 0.023
!n
0
Q
b\
N
RIGHT
rn
M
t`
m
H
to
nW.
N
J
ti
RIGHT -0.023
-0.06
-0.04
-0.02
C/L
0.02
0.04
o.os
-0.06
-0.04
-0.02
C/L
0.02
0.04
O.Ofi
-0.06
-0.04
-0.02
C/L
D.02
0.04
0.06
COUNTY PROJECT NUMBER
70.14C
CURVE ��
178' T R=1075' 178° T
132' L
88' 44'
-0.06 I EFT 0 057
-0.04 ......- -
-0.02 .,_.__._...._.__..,_,_.,__._.._
C/L -
0.02
0.04
o.os
RIGHT -0.057 RIGHT -0.057
u) _
� m
-F } -i- + c�D O � d-
+ + + +
� m h I� �
'n � 'n � � u� � �
d ¢ a d d ¢ d
� � � � � � � �
z cn U � I- cn z
o � d a a °- o �
� � U � � �
Z U � U UQ U
Q
� � � � � a
Z N �'- W N W.
O
w z Z
m W
CURVE �8
243' T R=1925' 243' T
189' L 189' L
127' 62' 62' 127'
LEFT -0.07 LEFT -0.07
-o.os
-0.04
-0.02
C/L
0.02
0.04
0.06
SHEET N0.
30F17
132' L
44' 88'
I FFT 0 057
c� u�
rn O ^ M
t + + -F-
� M t7 d' � O O O � � ± (�
O O O O � O �
Q Q Q Q � � IQ-. � Q Q Q Q
N (~/1 � � � to � � N � � �
� N d � O N n. W � n- � �
a o o � o a a No O
� o' � �
(n U � !n O N � U U
Q U Z Q Q
J J � J J ,J
-I b\ a F- � � --� b�
LZi.. N � N L,_ � N �
� Z �
p O � p O
Z Z W Z Z
W m W
-0.1
-0.1
;�I
ITEM 305.0110 ITEM 350.0102
BASE AGGREGATE DENSE 3/4". SHOULDERS GRANULAR SUBBASE
STATION TO STATION
LOCATION
TON REMARKS
STATION TO STATION
LOCATION
CY
REMARKS
STA. 13+50 — 117+50
CL
1,274 MAINLINE
STA. 16+00 — 23+00
RT
483
BYPASS
STA. 13+50 — 117+50
LT/RT
105 PE's AND FE's
STA. 18+00 — 22+25
LT
288
TURNLANE
STA. 109+00 — 117+25
RT
242
WIDENING
PROJECT
TOTAL
1,379 TONS
* NOTE: SOMERSET 1/2"
REJECT
1,013 CY
ITEM 305.0120
BASE AGGREGATE DENSE 1 1/4". MAINLINE
STATION TO STATION LOCATION TON REMARKS
STA.
16+00 —
23+00
RT
511
BYPASS
STA.
18+00 —
22+25
LT
305
TURNLANE
STA.
109+00
— 117+25
RT
203
WIDENING
PROJECT TOTAL 1,019 TONS
ITEM
325.0100
PULVERIZE
AND RELAY EXISTING PAVEMENT
STATION TO STATION LOCATION SY REMARKS
STA.
13+50 — 117+50
CL
27,733
MAINLINE
STA.
40+92 — 43+97
LT
135
MAINLINE
STA.
59+87 — 63+89
LT
179
MAINLINE
STA.
19+34
LT
397
80th St.
STA.
27+15
RT
254
FLOAT RITE
STA.
68+75
LT
247
RIVERVIEW Dr.
STA.
85+60
RT
92
GUSTIES Ln.
STA.
87+45
LT
107
WOOD Ln.
STA.
88+75
RT
125
SICARD Ln.
STA.
98+35
RT
138
SICARD Ln.
STA.
98+35
LT
189
RIVERVIEW Dr.
STA.
109+80
LT
56
P.E.
STA.
114+80
LT
163
GOLF Co.
PROJECT TOTAL 29,815 SY
ITEM 455.0605
TACK COAT
STATION TO STATION
STA.
13+50 — 117+50
STA.
16+00 — 23+00
STA.
18+00 — 22+25
STA.
19+34
STA.
27+15
STA.
68+75
STA.
85+60
STA.
87+45
STA.
88+75
STA.
98+35
STA.
98+35
STA.
109+80
STA.
114+80
LOCATION GAL REMARKS
CL
869
MAINLINE
RT
13
BYPASS
LT
8
TURNLANE
LT
10
80th St.
RT
6
FLOAT RITE
LT
6
RIVERVIEW Dr.
RT
2
GUSTIES Ln.
LT
3
WOOD Ln.
RT
3
SICARD Ln.
RT
3
SICARD Ln.
LT
5
RIVERVIEW Dr.
LT
1
P.E.
LT
4
GOLF Co.
ITEM 460.1101
HMA PAVEMENT, TYPE E3; ASPHALT MATERIAL, PLANT MIX
PAVEMENT
STATION TO
STATION
LOCATION
TONS
REMARKS
STA.
13+50 —
117+50
CL
7,119
MAINLINE
STA.
16+00 —
23+00
RT
106
BYPASS
STA.
18+00 —
22+25
LT
65
TURNLANE
STA.
19+34
LT
80
80th St.
STA.
27+15
RT
51
FLOAT RITE
STA.
68+75
LT
50
RIVERVIEW Dr.
STA.
85+60
RT
19
GUSTIES Ln.
STA.
87+45
LT
22
WOOD Ln.
STA.
88+75
RT
25
SICARD Ln.
STA.
98+35
RT
28
SICARD Ln.
STA.
98+35
LT
38
RIVERVIEW Dr.
STA.
109+80
LT
11
P.E.
STA.
114+80
LT
32
GOLF Co.
STA.
113+50
— 117+50
LT/RT
122
PE's
PROJECT TOTAL
7,768 TONS
ITEM 628.1504
SILT FENCE
STATION TO STATION LOCATION
STA. 16+00 — 23+00 LT/RT
STA. 108+85 — 117+25 LT/RT
PROJECT TOTAL
PROJECT TOTAL 933 SY ITEM 628.2000
EROSION MAT CLASS I TYPE B
LF REMARKS
210 MAINLINE
840 70th AVE
1,050 LF
PAVEMENT QUANTITIES
INCLUDES ASPHALTIC
MATERIALS PG. 58-28
CULVERT SCHEDULE
STA.
LOCATION
LENGTH/SIZE
END
WALLS
CTH C
19+41
LT
60'x24" CMP
2
REQ'D
20+55
LT
30'x24" CMP
2
REQ'D
20+75
RT
30'x18" CMP
2
REQ'D
36+44
CL
84'x24" CMP
2
REQ'D
44+43
CL
70'x24" CMP
2
REQ'D
110+10
CL
65'x24" CMP
2
REQ'D
*NOTE: SEE ENGINEER'S CULVERT INSPECTION REPORTS
FOR LOCATIONS NOT SHOWN ON INTERSECTION OR
WIDENING PLAN SHEETS.
ITEM 643.0100
TRAFFIC CONTROL (PROJECT.
STATION TO STATION LOCATION L.S.
STATION TO STATION LOCATION SY REMARKS
STA. 13+50 — 117+50 CL 1
ITEM 601.0400-0449 STA. 1s+oo — 23+Do LT/RT 685 MAINLINE
CURB &GUTTER 30" TYPE J STA. 108+85 — 117+25 LT/RT 1,120 70th AVE PROJECT TOTAL 1 L.S.
PROJECT TOTAL 1,805 SY
STATION TO STATION LOCATION LF REMARKS
STA. 18+83 — 19+25 LT 72 80th STREET ITEM 628.7504 ITEM 650.8000
STA. 19+50 — 20+10 LT 81 80th STREET SEDIMENTATION LOGS CONSTRUCTION STAKING
153 LF
STATION TO STATION LOCATION LF REMARKS STATION TO STATION LOCATION L_F.
STA. 16+00 — 23+00 LT/RT 50 MAINLINE
STA. 108+85 — 117+25 STA. 13+50 — 117+50 CL 10,400
LT/RT 30 70th AVE
PROJECT TOTAL 80 LF PROJECT TOTAL 10,400 L.F.
RIP RAP ON HR FABRIC
COCONUT MAT
EXACT LOCATION OF EROSION CONTROL ITEMS
TO BE DECIDED IN FIELD BY ENGINEER.
COUNTY PROJECT NUMBER SHEET NO.
70.14C 5 OF 17
CTH C AND 80th St. EROSION CONTROL
i
5
° PRECONSTRUCTION SILT FENCE +`�
EROSION MAT, CLASS 1, TYPE B
® SEDIMENTATION LOG
R.O.W.
/
/ r ,
/ / r
***NOTE: ALL DISTURBED AREAS TO
o sI so' RECEIVE TOPSOIL, SEED AND
r
MULCH.
/ '
SILT FENCE
SECTION LINE
SLOPE INTERCEPT
/
80th ST.
o �
j t
i i r /
IN
%%
r
/ r
i f ' 1 ROLL WIDTH OF EROSION
MAT AT EDGE OF SHOULDER
i
'
R.O. W.
NOTE: FIELD LOCATE
UTILITIES PRIOR TO
cnu'rtox CONSTRUCTION
COUNTY PROJECT NUMBER ISHEET NO,
70.14C 1 6 OF 17
RIP RAP ON HR FABRIC
EXACT-
LOCATION
OF EROSION
CONTROL ITEMS
TO BE
DECIDED
IN FIELD BY
ENGINEER.
***NOTE: ALL DISTURBED AREAS TO
RECEIVE TOPSOIL, SEED AND
MULCH.
PRECONSTRUCTION SILT FENCE
EROSION MAT, CLASS 1, TYPE B
CAUTION
NOTE: FIELD LOCATE
UTILITIES PRIOR TO
CONSTRUCTION
CTH C WIDENING EROSION CONTORL
T /
,
,
,
1 ROLL WIDTH EROSION MAT
AT EDGE OF SHOULDER
® SEDIMENTATION LOG
G
` \ /
`'� \
icI S` \ 07 /
1 ROLL
AT EDGE WIDTHOFSHOUOLDER SION MAT
00
a /
/ /
ao
\N \ / >�• / SLOPE INTERCEPT
>
SILT FENCE
o \�
f 00 r
COUNTY PROJECT NUMBER ISHEET NO,
STA, 22+20 LT
70.14C 7 OF 17
END TURN LANE
CONSTRUCTION
CTH C AND 80th St. INTERSECTION PLAN
Ott,
JOHN & CATHERINE RIVARD
1828 CTH C F� / / / /
SOMERSET, WI 54025 �Pe
STA, 20+55 LT STA. 22+50 RT
REPLACE EX. CMP WITH �p0 / /- , `. ,' END BYPASS LANE
30'x24" ALUM. CMP CONSTRUCTION
PLUS END SECTIONS
R.O.W.
ALICE INC.
/
CURB & GUTTER I / / �P.O. BOX 39
STA, 19+41 LT /' / :% / SOMERSET, WI 54025
RELOCATE EX. CMP WITH R=60' FLAG _ i /
62'x24" ALUM, CMP TYPE J 1pp / /
PLUS END SECTIONS 8' 81 L.F..
MATCH EX. BIT. TO THE N.W. v'
i
SECTION LINE —__.,_-_..... ___-} ---__ ___ -� -- -- -- — --- _,. ,; j, �, � � .•�
j
80th ST.
rrr
it
f L
h
o
j
1
CURB &GUTTER, / ,'�kY ' <..
R=40' FLAG r it/�:�� �T
NOTE: BITUMINOUS TAPER LENGTHS SHOWN ARE TO iti
TYPE J = f U'~' ' STA. 20+75 RT
EDGE OF EXISTING PAVEMENT (16 FT FROM CL). 72 L.F, e q /' ' /J REPLACE EX. CMP WITH
ACTUAL LANE TAPER LENGTHS ARE TO EDGE LINE tP 0 st % / I- °, ,� ` / 5 30'x18" ALUM. CMP
(12 FT FROM CL) IN ACCORDANCE WITH DIMENSIONS �� �p 7 f' sue'',' { %QQr' PLUS END SECTIONS
ON STANDARD DETAIL DRAWING S.D.D. 9A 1-13a
NCLUDED IN SHEET 8 OF THESE PLANS, ALL LANEto
Apo
AND BITUMINOUS TAPER LENGTHS MEASURED ALONG A'<<, ; �'�;" o j f /' F
CENTERLINE DISTANCE, STA. 18+20 LT,4 �����
BEGIN ACC. LANE j/ // ;' / // / to ,
CONSTJWIDENING
ALICE INC.
P.O. BOX 39
°` SOMERSET, WI 54025
cti
JOSEPH & MARY RIVARD / 'a / ,l // F,''i �QP� SLOPE INTERCEPT
508 COUNTRY VIEW ROAD
HUDSON, WI 54016 O
i
l , jv
STA. 16+50 RT i' %
BEGIN BYPASS LANE ` /„?, x °/� I �/ ;o
CONSTRUCTION
'
r
?.//
All
el
R. 0. W.
NOTE: FIELD LOCATE
cnuTtox UTILITIES PRIOR TO
CONSTRUCTION
ROBERT & DORIS MAITREJEAN
1957 CTH C
NOTE: FIELD LOCATE
UTILITIES PRIOR TO /' ./
cauTrox r
CONSTRUCTION / r
x
LANGMIRE INC. '
P.O. BOX 280
SOMERSET, WI 54025
STA. 1 14+80 LT
PRESERVE EX. 50'x24" r;�%OT
CMP & END SECTIONS
X
STA. 117+25
END WIDENING
BRISTOL RIDGE ESTATES
1974 CTH C
SOMERSET, WI 54025
LEROY & JANE MEYER
STA. 11+00 — 14+75 LT 1372 AWATUKEE TRL
CLEAN OUT DITCH LINE 14%`� oo / j 'r,�� ; /'� HUDSON, WI 54016
STA, 109+75 LT � -
PRESERVE EX. 50'x24" CMP '' /
`/
/ i'J i o i
& END SECTIONS, CLEAN ' /X ;
-i} ; `/ rr o 1<
OUT NORTH END'/
SOMERSET, WI 5402515)
/
STA. 108+00 \ it
BEGIN WIDENING SLOPE INTERCEPT
,
v
k9
\,
'o`°
o
C
Y
/STA. 1 10+10 CL
PRESERVE EX. 65'x24" CMP
} J INSTALL END SECTIONS/BOTH SIDES
PLACE FILL & RIPRAP UNDER EAST END
ROBERT & DORIS MAITREJEAN
1957 CTH C
y1': >'DI SOMERSET, WI 54025
4 �\ � `�.\ \`\\\
�� \� �� �.
,. \� ��
`� �
/ �, �
_ Jr '
I
o sa• ioo� � D � � - �\�
". _ ..
,. _ ,-
�,�.,,,- � _... � o_.-..ro--'--------------
�W /' - /
y/ '/��
' ice-' ���. - CURVE #1
sa���/ .�i°� /��/ r C.L.= 590.16'
E% = 6.0%
� x
_� � /� •��
~ ��� /'
i'
COUNTY PROJECT NUMBER SHEET N0.
70.14C 9 OF 17
CTH C PLAN SHEET
SOth ST.
sue.
'� _
\ � o � ------a----y `"�\
�---- _ '_— D o `--__ - oQ' �erA
II I�- --- _ ---,`
f \ II ��-"=may \ �.. /... i .. O� ` �\`�' /�
CURVE #2
C.L.= 373.4
R = 675'
E% = 6.5%
CURVE #4
C.L.= 824.79'
R = 1,435'
E% = 5.7%
END CURB & GUTTERS
..
/,.
/�
/�� ��'
/' /�%� .r''�
�i
/� i � ��. /
� y. �' (/� ��% � ��"�/' ..ems% w ' .- =� '� / / 4Gi �`'��
BEGIN CURB &GUTTER N _-�� ,',y--' oo�,,.�' � /'� l' �,i�
�ry�,, ��`� �. ory \� CURVE #3 r'"� �-� r � ,--^`��~�' �~ �� �� ���
*'`�\� � \ �` �.\ �\Q,,, C.L.= 566.82' ,!�-..-.-�"" r A`. �'� fll M r"",;.. - `" r ,i'''' STA. 40+95 - 44+00
\ `� � oo'\ \ \� R = 680' ,-'���r"' \ ,,.. •� ". ^' o �. r ..= ,/ �� REMOVE PULVERIZED MATERIAL � ��
`'�-�, o - -ear.- u„E,.. ..� o �.'. ��./
�-
_. _ ,
'-- � - - � -
_ -1-0- " _ o „-
- -• � �p t
-� _"�-�- � �l " J � NOTE: FIELD LOCATE
- t
�- �� `-`��-__-- ---" _-------__�I_M __.----.- --- �""" -/�� �� UTILITIES PRIOR TO
`����= `"` '- - --_ _� -` _ _ _ g __._ _._. --� "/",/" CAUTION CONSTRUCTION .
COUNTY PROJECT NUMBER
70.14C
SHEET
10 OF
CTH C PLAN SHEET
CURVE #4
C.L.= 824.79'
R = 1,435'
E% = 5.7%
v Cn
!�1_ %- ---- - --------------- --
m.
-` BEGIN CURB
G
_.._ `-..... � UTTER
CURVE #5
C.L.= 352.13'
R = 1,075' h \ \ o
o so' Joo'
END CURB
& GUTTERit'
C., 4Ilk
1
STA. 59+90 — 64+00
CA _
REMOVE PULVERIZED MATERIAL -------- ------
--___------
o..
-- -- ' -o
m
o m co co
o m
o.
oIt, -. _mIt
-
O
wIt
-ZN
n
aCA
GJ
Irk-orl"tI CA-
r� o
STA. 61 +45 RT
CONCRETE P.E. #1881
REMOVE TO 1st JOINT
REMOVE TO 1st JOINT
STA. 64+55 RT
CONCRETE P.E. #1887
CURVE #6
C.L.= 591.13'
R = 3,030'
E% = 3.3%
STA. 59+90 — 64+00
REMOVE PULVERIZED MATERIAL
CAUTION
NOTE: FIELD LOCATE
UTILITIES PRIOR TO
CONSTRUCTION
COUNTY PROJECT NUMBER ISHEET NO.
70.14C Ill OF 17
CTH C PLAN SHEET
0 50' 1004
\ WOOD LANE
----------------
cn ----
R 17.1T
-- -- _----- . Co _. f 1 i \ —---..---. - -- --
-o o _. - _ y
_.. __ -.... - -- o _....... ....._.. -- - - -oo-. - ... ... _ _. _ _....00 - - oo Csb oo_.... ......_ ._ _ _ ..- -- mom.---- - ----- -. oo ...._.... C..1.__ '.___ - _ ..._90-- ' _ ..i- _o
------------------------- ----
TEMPORARY HIGHWAY EASEMENT ——
� T.H.E.
L
GUSTIES LANE
rn
0
RIVERVIEW DRIVE
61 TEMPORARY
+ _ - _ a_ i ----- HIGHWAY ELSE
MENT
-- - — - - - - - --- -- -.. ... - -. — m _ _ -- _ _ - ---------
r� o + _ ...
mum
,.., __ t—
�, - _01 — — -
m-- o .. -' -
0
i- --- -- n - -- ' -.
r------- �. --
CURVE #7 0 --- w
r_ — _ _ _ - ____ _. .
— — — — — z C.L.= 643.93' u
SICARD LANE E% = 2.3%
CAUTION
NOTE: FIELD LOCATE
UTILITIES PRIOR TO
CONSTRUCTION