e t a d ng tti e l d y e y mm d e a e r e ov 23€¦ · 2’ median buffer 11 12 ... sp cial d t h...
TRANSCRIPT
ek
2
i
:
PT.
37
5+
14.
39
lined
21"
plastic
39"
rcp
36"
dip
24"
dip
24"
rc
p
75’
75’
75’
75’
75’
90’
60’
+0
0
+0
0
+0
0
+0
0
T.H. 23
T.H. 23
PASSING
THRU/
12’
THRU
12’
THRU
11’
BUFFER
2’
10’
10’
10’
EXISTING T.H. 23
T.H. 23 - EASTBOUND PASSING LANE
T.H. 23
PASSING
THRU/
12’
THRU
12’
THRU
11’
BUFFER
2’
10’
T.H. 23 - WESTBOUND PASSING LANE
6’
6’
BNSF RAILROAD
BNSF RAILROADCL
SHLD
12’
SHLD
1.5’
12’1.5’
CL
.04 .02 .02 04.
CL
SHLD
.02.02
SHLD1.5’ 1.5’
.04 .02 04.
1:34’
8’
DITCH
SHLD SHLD1.5’1.5’
.02 .04.02.02.04
CLCL
1:6TYP (1:
4 MIN)
1:6 TYP (1:4 MIN)
VARIES
3
5
7 9
1517
19
21
29
31
T118
N
3
Cre
42
7
Hawk
21
0.6
0.3
RAYMONDPOP.803
7 1
E D W A
DO
ME
8"
WIL
LIA
MS
CO
BR
OT
HERS
EW
A
PIPELI
NE
23111
BNSF
E E
1
13
23
25
35
1
T118
N
1
13
CO
MPANY
Railway
8"
SO
UT
HD
AK
OT
A
NOBLESJACKSON MARTIN
MURRAY
COTTONWOOD
BROWN
REDWOODLYONLINCOLN
ROCK
PIPESTONE
WATONWAN
MEEKER
RENVILLE
KANDIYOHI
CHIPPEWA
LAC
QUI
PARLE
IO W A
MEDICINE
YELLOW
160th
Ave
SE
160th
Ave
SE
BNSF Railroad BNSF Railroad BNSF Railroad
MINNESOTA
23
T.H. 23
2040 ADT = 6,400
2014 ADT = 4,700
DESIGN SPEED = 55 MPH
CURRENT POSTED SPEED = 55 MPH
MINNESOTA
23
T.H. 23
2040 ADT = 6,400
2014 ADT = 4,700
DESIGN SPEED = 55 MPH
CURRENT POSTED SPEED = 55 MPH
T.H.23PASSING LANES-LAYOUT2Segment12-W.B.T.H.23PASSING LANE(0.85mile)-CLARACITYTO RAYMOND
100
SCALE IN FEET
COUNTYCHIPPE
WA
COUNTYCHIPPE
WA
10’ SHLD
12’
12’
10’ SHLD
to Clarence City
5.5 Miles
+07.0
STA. 355+07.01
CONSTRUCTION
PASSING LANE
BEGIN WB TH 23
1:60Construction
Limits
6’ SHLD
12’
10’ SHLD
2’ MEDIAN BUFFER
11
12
+86.9
24’
1:50 SAWCUT
12’
10’ SHLD
10’ SHLD
12’
to EB Passing Lane
1.8 Miles
STA. 414+24.73
CONSTRUCTION
PASSING LANE
END WB TH 23
+24.7
Construction Limits
+74.8
6’ SHLD
12’
10’ SHLD
2’ MEDIAN BUFFER
12
11
20’
6’ SHLD
12’
10’ SHLD
2’ MEDIAN BUFFER
12
11’
+33.2+46.5
Construction Limits
(CHA: INPE)
{ INP. T.H. 23
(CHA: INPE)
{ INP. T.H. 23
1:4 Slopes
Special Ditch Grade
1:4 Slopes
Special Ditch GradeSpecial Ditch Grade Special Ditch Grade
1:5 Slope
1:3.4 Slope
EL = 1069.06
EL = 1074.68
EL = 1072.42
(plastic lined)30" Culvert
(plastic lined)30" Culvert (plastic lined)
27" Culvert
Approx EL = 1962.91
Approx NEW INV EL = 1962.58
EXTEND CULVERT
NEW INV EL = 1070.47
EXTEND CULVERTNEW INV EL = 1074.44
EXTEND CULVERT
NEW INV EL = 1073.15
EXTEND CULVERT
+90.6
+24.86’ SHLD
SHLD VARIES
SHLD VARIES 6’ SHLD
=35’
R
=20’
R+63.2
+76.5
=20’
R
=20’
R
105th
Ave
SW
128th
St
SW
BNSF Railroad
BNSF Railroad
BNSF Railroad
MINNESOTA
23
T.H. 23
2040 ADT = 7,400
2014 ADT = 5,900
DESIGN SPEED = 55 MPH
CURRENT POSTED SPEED = 55 MPH
MINNESOTA
23
T.H. 23
2040 ADT = 7,400
2014 ADT = 5,900
DESIGN SPEED = 55 MPH
CURRENT POSTED SPEED = 55 MPH
T.H.23PASSING LANES-LAYOUT2Segment13-E.B.T.H.23PASSING LANE(1.1mile)-RAYMOND TO WILLMAR
100
SCALE IN FEET
COUNTYKANDIYOHI
COUNTYKANDIYOHI
to WB Passing Lane
1.8 Miles
(CHA: INPE)
{ INP. T.H. 23
SAWCUT
STA. 130+37.13
CONSTRUCTION
PASSING LANE
BEGIN EB TH 23
1:50
Construction Limits
10’ SHLD
12’
12’
10’ SHLD
+88.1
12’
6’ SHLD
12’
10’ SHLD
11’
2’ MEDIAN BUFFER
20’
12’
6’ SHLD
12’
10’ SHLD
2’ MEDIAN BUFFER
11’
12’
6’ SHLD
12’
10’ SHLD
2’ MEDIAN BUFFER
11’
SAWCUT
STA. 200+80.52
CONSTRUCTION
PASSING LANE
END EB TH 23
+80.5
12’
10’ SHLD
10’ SHLD
12’
1:60
+00.5
to Willmar8.0 miles
24’
Special Ditch GradeSpecial Ditch Grade
1:4 Slope Special Ditch Grade
Special Ditch Grade
1:4 Slopes
Special Ditch Grade
1:4 Slopes
+37.1
EL = 1085.10
EL = 1079.78
EL = 1090.91(plastic lined)24" Culvert
(plastic lined)21" Culvert
(plastic lined)21" Culvert
Construction LimitsConstruction Limits
NEW INV EL = 1079.26
EXTEND CULVERT
NEW INV EL = 1086.82
EXTEND CULVERT
NEW INV EL = 1092.75
EXTEND CULVERT+37.4
+08.5
REPLACE 18" CMP
SHLD VARIES 6’ SHLD
SHLD VARIES
6’ SHLD
=20’
R
=20’
R
=15’
R =25’
R
LA
YO
UT
HIS
TO
RY
January,
014
-
Co
py
To:
For:
1
SE
HInc.
The
align
me
nt
and
grades
sho
wn
on
this
map
are
te
ntativ
e
and
subject
to
change
wit
ho
ut
notic
e.
Staff
Appro
val
The
traffic
volu
mes
sho
wn
are
__________________________________
By
Staff
Re
vie
w
FR
OM
Appro
x.5.6
miles
NW
of
Clara
Cit
y
Cit
yof
Ray
mo
nd
S.P.
T.H.
A.J.
S.P.
T.H.
A.J.
S.P.
T.H.
A.J.
PP
MS
Activit
y
PP
MS
Activit
y
PP
MS
Activit
y
CO
PY
No.
LA
YO
UT
No.
T.H.
VICINIT
YO
F
Pre
pare
d20
Scale:
Hor.1in
ch
=ft.
June
6th
14
100
Date:
20___
Pre
pare
d_____________
Le
vel2
LA
YO
UT
AP
PR
OV
AL
WBTH2
3PASSI
NGLANES
(LAYOUT2)
EB
TH23
PASSI
NG
LA
NES(L
AY
OUT
2)
PROJECT LOCATION MAP
NO SCALE
NO SCALE
PROJECT INDEX MAP
LOCATION
PROJECT
LAYOUT 2
COUNTY
CHIPPEWA
COUNTY
KANDIYOHI
Appro
ve
dBy
Re
vie
we
dBy
Pre
pare
dBy
Pro
gra
mm
ed
Lettin
gDate
20
20
20
Transportatio
nDistrict
En
gin
eer
District
Traffic
En
gin
eer
District
Desig
nor
Preli
min
ary
Desig
nEn
gin
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Lic
ense
dProfess
onalEn
gin
eer
Certifie
dBy:
Printe
dNa
me
Lic.
No.
5/30/2014
S:\
KO\
M\
Mnt08\127569\4-preli
m-dsgn-rprts\
Lay
outs\
Lyt_dgn\
Lyt_dgn_e
nvir
on
me
ntal\
127569_pp-
Lyt-2_Se
g-12-13
envir
on
me
ntal.dgn
7/9/2014
EXISTING T.H. 23
EXISTING T.H. 23
to
appro
x.8.0
miles
SW
of
cit
yof
Willm
ar
estim
ate
df
or
year
2040
May
14
SR
F-
TH
23
Passin
gLane
Asses
me
nt
3405-93
1205-30
23
1140
1140
23
LA
YO
UT
6
LAYOUT5
LA
YO
UT
4
LA
YO
UT
1
LA
YO
UT
3
350 355 360
1,
08
4.
67
1,
08
4.
51
1,
08
4.
52
1,
08
4.
15
1,
08
4.
12
1,
08
3.
92
1,
08
3.
80
1,
08
3.
58
1,
08
3.
51
1,
08
3.
40
1,
08
3.
03
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08
2.
98
1,
08
2.
71
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08
2.
67
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2.
51
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35
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37
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1.
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365 370 375
1,
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1.
46
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64
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1.
41
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08
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52
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32
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97
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15
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89
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79
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94
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73
380 385 390 395 400 405 410 415 420 425 430
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08
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42
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27
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19
1,
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9.
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6.
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6.
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6.
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1,050
1,060
1,070
1,080
1,090
1,100
1,050
1,060
1,070
1,080
1,090
1,050
1,060
1,070
1,080
1,090
1,100
Sta.
35
5+
07.
01
Co
nstr
ucti
on
Be
gi
nW
BT
H2
3
Sta.
41
4+
24.
73
Co
nstr
ucti
on
En
dW
BT
H2
3
CL
CL
CL
CL
Sta. 412+74
Culvert
CL CL
Sta. 365+27
(Right)
Field Entr.
Sta. 368+78
160th Ave SE
CL
Sta. 396+09
(Right)
Field Entr.
CLCL
Sta. 405+03
(Right)
Driveway Entr.
Sta. 406+37
(Right)
Driveway Entr.Sta. 396+11
(Left)
Field Entr.
CL
Sta. 411+70
(Right)
Field Entr.Sta. 382+89
(plastic lined)
27" Culvert
Sta. 369+98
(plastic lined)
30" Culvert
Sta. 359+62
(plastic lined)
30" Culvert
125
1,
08
2.
57
1,
08
2.
73
1,
08
3.
31
1,
08
3.
74
1,
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3.
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4.
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4.
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130 135 140 145 150 155 160 165 170
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4.
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50
1,
09
8.
98
1,
09
8.
55
1,
09
8.
01
1,
09
7.
22
1,
09
6.
20
1,
09
5.
50
1,
09
4.
41
1,
09
3.
79
1,
09
2.
86
1,
09
2.
03
1,
09
1.
40
1,
09
0.
70
1,
09
0.
06
1,
08
9.
70
1,
08
9.
47
1,
08
9.
03
1,
08
9.
05
1,
08
8.
82
1,
08
8.
77
1,
08
8.
34
1,
08
8.
30
1,
08
8.
22
1,
08
8.
04
205
1,
08
7.
83
1,
08
7.
84
1,
08
7.
74
1,
08
7.
61
1,
08
7.
43
1,
08
7.
48
1,060
1,070
1,080
1,090
1,100
1,110
1,060
1,070
1,080
1,090
1,100
1,060
1,070
1,080
1,090
1,100
1,110
Sta.
130
+37.
13
Constr
ucti
on
Be
gi
nE
BT
H23
Sta.
200
+80.
52
Constr
ucti
on
End
EB
TH
23
CL
Sta. 202+88
(Right)
Field Entr.
CLCL
CL
Sta. 153+00
(Right)
Field Entr.
(Left)
128th St. SW
Sta. 183+41
(Right)
Driveway Entr.
Sta. 184+12
(Left)
Field Entr.
CL
CL
CL
Sta. 139+65
(plastic lined)
24" Culvert
Sta. 167+65
(plastic lined)
21" Culvert
Sta. 182+00
(plastic lined)
21" Culvert
+50
100’75’
390’
175.73’
+07
+32
175’
50’
75’
75’
50’
50’
75’ 75’
75’
50’
100’
+50
100’
75’
+0
0
50’
LEGEND
WETLANDS
CONSTRUCTION LIMITS
EXISTING RIGHT OF WAY
PROPOSED AGGREGATE SURFACING
PROPOSED SHOULDER
PROPOSED ROADWAY
LEGEND
WETLANDS
CONSTRUCTION LIMITS
EXISTING RIGHT OF WAY
PROPOSED AGGREGATE SURFACING
PROPOSED SHOULDER
PROPOSED ROADWAY
ENVIRONMENTAL CONCERNS LEGEND
SNOWMOBILE TRAIL
STATE PARK
SPLIT ROCK CREEK
WATER COURSE
BIODIVERSITY
PRAIRIE
NATIVE PLANTS
ENVIRONMENTAL CONCERNS LEGEND
SNOWMOBILE TRAIL
STATE PARK
SPLIT ROCK CREEK
WATER COURSE
BIODIVERSITY
PRAIRIE
NATIVE PLANTS
MINNESOTA
23
MINNESOTA
23
MINNESOTA
23
MINNESOTA
23
350 355360
365370 375 380 385 390 395 400 405 410 415 420 425 430
CURVE 2050
PI 353+53.20
X 649,133.871
Y 190,630.493
T 776.13’
L 1,551.99’
R 34,377.47’
PC 345+77.07
PT 361+29.06
CURVE 2060
PI 371+28.90
X 650,622.033
Y 191,599.758
T 385.52’
L 771.01’
R 34,377.47’
PC 367+43.38
PT 375+14.39
350 355360
Sta
361
+29.06
BK
=
EQ
UA
TI
ON:
Sta
361
+29.05
AH
PI
PT.
361
+29.06
365
PC.
367
+43.38
370 375
Sta
37
5+
14.
39
BK
=
EQ
UA
TI
ON:
Sta
37
5+
15.
59
AH
PI 380 385 390 395 400 405 410 415 420 425 430
CUR
VE
2050
PI
123+15.00
X
376,860.835
Y
148,148.053
T
375.18’
L
750.10’
R
11,459.16’
PC
119+39.82
CURVE 2060
PI 169+00.00
X 380,508.649
Y 150,928.316
T 424.73’
L 849.35’
R 22,918.31’
PC 164+75.28
PT 173+24.63
CURVE 2070
PI 180+02.00
X 381,408.697
Y 151,563.001
T 423.82’
L 847.55’
R 22,918.31’
PC 175+78.17
PT 184+25.72
CURVE 2080
PI 199+97.00
X 383,156.835
Y 152,895.166
T 227.43’
L 454.81’
R 11,459.16’
PC 197+69.57
PT 202+24.38
125
Sta
126
+89.92
BK
=
EQ
UA
TI
ON:
Sta
126
+88.
64
AH
PI
PT.
126
+89.92
130135
140145
150155
160
PC.
164
+75.2
8
165 170
Sta
173
+24.63
BK
=
EQ
UA
TI
ON:
Sta
173
+25.40
AH
PI
PT.
173
+24.63
175
PC.
175
+78.17
180Sta
184
+2
5.7
2B
K=
EQ
UA
TI
ON:
Sta
18
2+2
2.9
5A
HPI
PT.
184
+25.
72
185190
195
PC.
197
+6
9.57
200
Sta
202
+24.38
BK
=
EQ
UA
TI
ON:
Sta
202
+24.85
AH
PI
PT.
202
+24.38
205