typical section a2-a2 t.h. 23 gap northside expansion … · 2020-03-17 · al ve r e & da rl...
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PIT
PIT
PIT
PIT
PIT
PIT
PIT
?
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STOCK PILE
PIT
?
PIT
PIT PIT
PIT
F
?
UMH
?
S
S
F
F
PIT
PIT
PIT
PIT
100 YEAR FLOODPLAIN
100 YEAR FLOODPLAIN
88
89
90
108
116
118
155
156
158
186
187
189
213
213
214
215
215
216
216
216
221
227
237
237
238
259
259
276
278
279
279
280
297
303
312
221
303
MICHELLE M REINKE
CRAIG G &
23.13784.0010
KOETTER TRUST
HERBERT
23.13785.0000
LORRAINE T LAUER
EUGENE J &
23.13784.0000
LORRAINE T LAUER
EUGENE J &
23.13583.0000
M SCHLANGEN
ALVER E & DARLENE
23.13801.0000
SANDRA LEY
LEROY &
23.13791.0030
JUDY L MCCOOL
CHARLES B &
78.42411.0000
LIESER
DONALD B
78.42408.0000
CRYSTAL L LEY
DANIEL L &
23.13791.0020
KOETTER TRUST
HERBERT
23.13790.0000
KOETTER TRUST
HERBERT
23.13790.0000
KOETTER TRUST
HERBERT
23.13790.0000
- N CENTRAL
KNIFE RIVER CORP
23.13791.0010
DUININCK INC
23.13787.0000
DUININCK INC
23.13787.0000
CONTROL
MINNESOTA-POLLUTION
STATE OF
23.13909.0510
GENERATIONS LLC
WEIS
23.13786.0000
KOETTER TRUST
HERBERT
23.13785.0000
ELFERING
KURT K
23.13785.0001
SHIRLEY RAUSCH
RAYMOND L &
23.13782.0008
SHIRLEY RAUSCH
RAYMOND L &
23.13782.0000
T GERTKEN
DANIEL
23.13796.0000
SCHLANGEN
LEROY & MARGARET
23.14556.0000
& JANET ZWIEFEL
FREDRICK III
23.13794.0000
B LIESER
DONALD
23.13793.0000
SCHLANGEN
LEROY & MARGARET
23.13801.0010
JUDY L MCCOOL
CHARLES B &
23.13793.0002
LIESER
DONALD B
78.42408.0000
LIESER
DONALD B
23.13793.0000
DUININCK INC
23.13789.0000
LORRAINE T LAUER
EUGENE J &
23.13583.0000
REV TRUST
GARY A REINKE
23.13783.0000
ROTHSTEIN
MARCELLUS
23.13770.0000
ROTHSTEIN
MARCELLUS
23.13770.0000
ROTHSTEIN
MARCELLUS J
23.1
3592.0
000
LORRAINE
T LAUER
EUGENE J
&
23.1
3591.0
000
JEREMY SCHLANGEN
23.13792.0000
JEREMY SCHLANGEN
23.13792.0000
1142.0
1142.0
1142.0
1144.0
1144.0
1144.0
1144.0
1146.0
1146.0
1146.0
1146.0
1148.0
1148.0
1148.0
1148.0
1150.0
1150.0
1150.0
1150.0
1150.0
1152.0
225
230
578
300 577
241
576
260
587
588
261
290
MH
MH
MH
1115
1115
1115
1115
1120
1120
1120
1120
1120
1120
1120
1120
1120
1120
1120
1125
1125
1125
1125
1125
1125
1125
1125
1125
1125
1125
1125
1130
1130
1130
1130
1130
1130
1130
1130 11301135
1112
1113
1114
1114
1116
1116
1117
1117
1118
1118
1119
1119
1119
1119
1119
1121
1121
1121
1121
1121
1121
1121
1122
1122
1122
1122
1122
1122
1122
1122
1123
1123
1123
1123
1123
1123
1123
1124
1124
1124
1124
1124
1124
1126
1126
1126
1126
1126
1126
1127
1127
1127
1127
1127
1128
1128
1128
1128
1128
1129
1129
1129
1129
1129
1131
1131
1131
1131
1132
1132
1132
1132
1133
1133
1133
1133
1134
1134
1118
113511351135
1135
1135
1135
1135
1135
1135
1135
1135
1135
1135 1135
1140
1140
114011401140
1140
1140
1140
1140
1140
1140
1140
1140
1140
1140
1140 1140
1700
500
505
510
PI
PI
10
12
PI
575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660
PC. 66
2+
55.
76
665
670
PT. 671
+52.47
675
680
685
690
695
700
705
710
715
575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655
PC. 656
+70.85
660
665
PT. 665
+67.56
PI
670
675
680
685
PC. 687
+18.36
690
695
PT. 696
+45.55
PI
PC. 698
+55.55
700
705
PT. 707
+82.75
PI
710
715
PI
600
605
10
15
PI
PI
CURVE 3005
PI 15+81.65
X 642,088.709
Y 156,583.944
T 23.11'
L 43.30'
R 50.00'
PC 15+58.54
PT 16+01.84
CURVE 3010
PI 17+97.12
X 642,221.994
Y 156,756.952
T 20.52'
L 38.95'
R 50.00'
PC 17+76.60
PT 18+15.54
CURVE 1730
PI 500+38.22
X 635,214.935
Y 155,534.105
T 208.14'
L 411.33'
R 1,091.00'
PC 498+30.08
PT 502+41.41
CURVE 1735
PI 509+36.28
X 636,049.484
Y 155,878.982
T 344.87'
L 512.92'
R 300.00'
PC 505+91.41
PT 511+04.33
CURVE 3035
PI 12+27.42
X 636,194.723
Y 155,865.110
T 112.44'
L 215.16'
R 300.00'
PC 11+14.98
PT 13+30.14
CURVE 1320
PI 661+19.44
X 642,058.058
Y 157,013.945
T 448.58'
L 896.71'
R 11,459.00'
PC 656+70.85
PT 665+67.56
CURVE 1325
PI 691+82.02
X 645,074.478
Y 157,546.330
T 463.66'
L 927.19'
R 22,918.00'
PC 687+18.36
PT 696+45.55
CURVE 1330
PI 703+19.21
X 646,185.576
Y 157,789.145
T 463.66'
L 927.19'
R 22,918.00'
PC 698+55.55
PT 707+82.75
CURVE 1040
PI 667+04.34
X 642,646.878
Y 157,073.189
T 448.58'
L 896.71'
R 11,459.00'
PC 662+55.76
PT 671+52.47
CURVE 1320
CURVE 1325
CURVE 1330
CURVE 1040
CO RD 114
246T
H
AV
E
KO
LLIN
G
CREEK
CO
RD 12
3
ROSCHIEN LAKE
RAUSCH MARSH
RIGHT OUT ONLY
RIGHT IN,
RIGHT OUT ONLY
RIGHT IN,
RIGHT OUT ONLY
RIGHT IN,
RI
GH
T
OU
T
ON
LY
RI
GH
T I
N,
RIGHT OUT ONLY
RIGHT IN,
OBLITERATE OB
LI
TE
RA
TE
MINNESOTA
23 2040 AADT = 12,200
2020 AADT = 8,800
2013 AADT = 7,600
DESIGN SPEED = 70 MPH
CURRENT POSTED SPEED = 60 MPH
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CLOSE
CL
OS
E
EXTRA R/W FOR SNOW STORAGE
EXTRA R/W FOR SNOW STORAGE
EXTRA R/W FOR SNOW STORAGE
4' SHLD
11' THRU
12' THRU
12' X 480' LTL
11' THRU
12' THRU
12' X 480' RTL
4' SHLD
11' THRU
12' THRU
12' X 500' LTL
11' THRU
12' THRU
4' SHLD
11' THRU
12' THRU
12' X 500' LTL
11' THRU
12' THRU
12' X 500' RTL
11' THRU
12' THRU
11' THRU
12' THRU
12' X 500' LTL11' THRU
12' THRU12' X 500' RTL
11' THRU
12' THRU
12' X 500' LTL
12' THRU
11' THRU
4' SHLD
12' THRU
11' THRU
11' THRU
12' THRU
12' X 500' LTL
12' THRU
11' THRU
4' SHLD11' THRU
12' THRU
12' X 500' RTL
12' X 500' LTL
12' THRU
11' THRU
4' SHLD11' THRU
12' THRU
12' X 500' RTL
4' SHLD11' THRU
12' THRU
12' X 500' RTL
12' X 500' LTL12' THRU
11' THRU
4' SHLD
12' THRU
12' THRU
12'
TH
RU
12'
TH
RU
8'
SH
LD
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:15
(CHA: TH23WB){ TH 23 WB
(CHA: TH23EB){ TH 23 EB
(CHA: TH23WB){ TH 23 WB
(CHA: TH23EB){ TH 23 EB
(CHA: TH23WB){ TH 23 WB
(CHA: TH23EB){ TH 23 EB
(CHA: TH23WB){ TH 23 WB
(CHA: TH23EB){ TH 23 EB
(CHA: TH23WB){ TH 23 WB
(CHA: TH23EB){ TH 23 EB
EXPANSION LAYOUT: PART 3
T.H. 23 GAP NORTHSIDE
STEARNS COUNTY
GLACIAL LAKES STATE TRAIL
FLARE
1:7 PARABOLIC
FLARE
1:7 PARABOLIC
MINNESOTA
23 2040 AADT = 12,200
2020 AADT = 8,800
2013 AADT = 7,600
DESIGN SPEED = 70 MPH
CURRENT POSTED SPEED = 60 MPH
MINNESOTA
23 2040 AADT = 12,200
2020 AADT = 8,800
2013 AADT = 7,600
DESIGN SPEED = 70 MPH
CURRENT POSTED SPEED = 60 MPH
FLARE
1:7 PARABOLIC
FLARE
1:7 PARABOLIC
FLARE
1:7 PARABOLIC
FLARE
1:7 PARABOLIC
FLARE
1:7 PARABOLIC
FLARE
1:7 PARABOLIC
(CHA: CR114){ CO RD 114
(CHA: FRONTAGE700){ FRONTAGE RD A
A
B
B
A
A
PI
PE
LI
NE
PO
SSI
BL
E
BU
RI
ED
CLOSE
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
EXIS
TI
NG
BRI
DG
E (
BO
X) 8104
=25
R=25
R
=80'
R
=25'
R
12' INP
12' INP
32'
12' I
NP
12' I
NP
2'
SH
LD I
NP
2'
SH
LD I
NP
13'
20'
32'
90'
NORTH OF TH 23CO RD 114
T.H. 23
T.H. 23
T.H. 23
SOUTH OF TH 23, EAST OF ROSCOECO RD 123
10' SHLD (8' PAVED + 2' GRAVEL)
10' SHLD (8' PAVED + 2' GRAVEL)
(CHA: CR123NA_DW){ CO RD 123NA DRWY
(CHA: CR123NA){ CO RD 123NA
2040 AADT = 470
2020 AADT = 400
2009 AADT = 365
DESIGN SPEED = 40 MPH
2040 AADT = 610
2020 AADT = 510
2009 AADT = 455
DESIGN SPEED = 30 MPH
=70'
R =70'R
32'
=25'
R
=25'
R
=65'
R
=65'R
=65'
R
=50'
R
=65'R
=25'
R
=25'
R
=25'
R
=65'
R
=25'
R
40'
32'
32'
=80'
R
=50'
R
=60'
R
=25'
R
=25'
R
=60'R
=80'
R
=40'R
40'
32'20'
40'
44'
32'
16' T
HR
U
16' T
HR
U
+00.3+95.7
+92.9
+30.0
+30.0
+10.0
+10.0
+93.8+05.8
+80.8 +60.8 +56.0+71.9
+47.0
+47.0
+27.0
+27.0
+93.5+38.4
+70.0 +50.0
+64.0
+06.0
+63.3
+05.1
+50.4
+70.6
+95.0
+65.8 +25.8
+22.0
+22.0 +02.0
+02.0
+77.0
+89.0
+60.2
+79.6 +59.6
+07.4+52.3
+24.5
+25.7
+25.7+05.7
+05.7
+33.4+25.0
+88.9
+76.3+06.3 +18.3+88.3
+35.2
+35.2
+15.2
+15.2
+90.2+02.2
+73.4
=20'
R
=20'
R
=72'R=40'
R
=25'
R
=25'
R=2
5'
R
=25'
R
=20'
R
=20'
R
=25'
R =25'
R
10' SHLD
10' SHLD
10' SHLD
32'
32'
MEDIAN BARRIER
MEDIAN BARRIER
90'
30'
=25'
R
=25'
R
11'
52'
12'
16'
=25'
R
=20'
R
20'
29'
32'
24'
+64.3
+87.5
+6.8
+74.2
+34.0
+21.1
1:10
1:10
2.5' SHLD INP
2.5' SHLD INP
8'
12'
12'
8'
+26.2+86.2
=60'
R
=60'R
A2
A2
1:10
1:10
1:10
30'
30'
4' SHLD
4' SHLD
1:10
1:10
30'
30' 30'
30'
30' 30'
30'
20'
20'
30'30'
30'30'
30'
30'
32'
28'
2.5' SHLD12'
12'
2.5' SHLD
0.06
0.020.02
0.035
0.035
0.020.02
0.06
0.00
0.02
0.02
0.02
0.02
0.02
0.02
+74
+58
+99
+25
+39
+97+23
+75
+86
+07
+36+32
+28
+96 +92 +88
+20+16
+12
+4
0 +11
+03
0.02
0.02
+30
P A Y N E S V I L L E
Z I O N
LAKE
POP. 90
HENRY
PAYNESVILLE
ROSCOE
Fork
Crow
No.
3.1
1.8
0.2
2.4
0.9
0.2
1.4
5
5
12
3
4
238
11
3
3
3
3
15
R
SL
WP
R
WILDLIFE
AREA
WATERFOWL
AREA
WATERFOWL
AREA
N.
N.
NG
3''
G.
CO.
3
2
0.2
13
9 11
1
7
5
13 17
19
25 29
15 13
2321
27 25
31 3335
1
9
11
3
15 13
2321
19
17
7
5
5.0
16 16
16
10
10
12
32
32
195
130
130
130
130
33
33
33
33
179
179
181
554
4
23
23
23
123
34
34
123
4
178
130
POP. 2,267
POP. 116
Lake
LakeRice
Rice
4
C.P.
R.
Sys.
4
3
66
2
PAYNESVILLE
MUNICIPAL
AIRPORT
P A Y N E S V I L L E
Z I O N
LAKE
POP. 90
HENRY
PAYNESVILLE
ROSCOE
Fork
Crow
No.
3.1
1.8
0.2
2.4
0.9
0.2
1.4
5
5
12
3
4
238
11
3
3
3
3
15
R
SL
WP
R
WILDLIFE
AREA
WATERFOWL
AREA
WATERFOWL
AREA
N.
N.
NG
3''
G.
CO.
3
2
0.2
13
9 11
1
7
5
13 17
19
25 29
15 13
2321
27 25
31 3335
1
9
11
3
15 13
2321
19
17
7
5
5.0
16 16
16
10
10
12
32
32
195
130
130
130
130
33
33
33
33
179
179
181
554
4
23
23
23
123
34
34
123
4
178
130
POP. 2,267
POP. 116
Lake
LakeRice
Rice
4
C.P.
R.
Sys.
4
3
66
2
PAYNESVILLE
MUNICIPAL
AIRPORT
3
2
2
31 3333
35
1
1
3
3
5 5
5
5
77
7
9
9
11
131517 17
17
19
19
19
21 21
21
27
29
29
10
10
23
23
161
32
12
12
12
12
111
23
23
158
22
34 162
162
43
123
123
123
71
23
71
49
49
ROSCOE
RICHMOND
Great
Northern
L.
L.
Krays L.Zum-walde
BolfingL.Cedar
IslandL.
River
RoschienL.
Becker
L.L.
Schroeder L.Horse-shoe L.
Big
Lake
LongL.
L.
MeyersL.Ganzer
DeepPirzLake
Rice
Lake
3.7
0.3
0.2
5.2
0.7
1.0
16
3
3
3
8
19
8
6
7
6
6
4
8
8
11
11
12
6 3
33
7
WP
212 12
9
3R
2 96
5
10
4
5
5 18
6
5
6
49
1013
58
R
3
7
19
7
4
4
4
3
17
510
53
4
6
8
11
7
18A
NATURAL
NORTHERN
4''
CO
3
POP. 116
E D E N
L A K E
M U N S O N
F I E L D
W A K E -
23
31
9
114
hienT
10
3
POP. 1,213
Sauk
83
P A Y N E S V I L L E
Z I O N
S T. M A R T I N
L L
LAKE
POP. 90
HENRY
PAYNESVILLE
ROSCOE
ST. MARTIN
Sauk
River
Fork
Crow
No.
R.
3.1
1.8
0.2
2.4
0.9
0.2
3.5
0.4
1.4
4
7 13 57
7
2 3
5
5
5 5
8
236
20
33
12
6 7
77
3
4
238
11
3
3
3
3
15
R
SL
WP
R
R
R
R
4
WILDLIFE
AREA
WATERFOWL
AREA
WATERFOWL
AREA
WATERFOWL
AREA
N.
N.
NG
3''
G.
CO.
3
2
13 17
19
25 29
15
23
13
27 25
33
35
13
9 11
31
1
7
5
13 17
19
25 29
15 13
2321
27 25
31 3335
1
9
11
3
15 13
23
2725
35
31
29
21
19
17
7
5
5.0
16 16
16
10
10
10
10
23
12
12
12
12
1114
32
32
195
195
195
177
177
128
177
130
130
130
130
33
33
33
33
179
179
181
181
180
180
55
55
554
4
4
23
23
23
23
123
34
34
34
20
20
113
123
4
178
130
Lake Koronis
POP. 2,267
POP. 116
POP. 278
Lake
Lake
Lake
Rice
Rice
Mud
4
C.P.
R.
Sys.
4
3
21
66
2
PAYNESVILLE
MUNICIPAL
AIRPORT
P A Y N E S V I L L E
Z I O N
S T. M A R T I N
L L
LAKE
POP. 90
HENRY
PAYNESVILLE
ROSCOE
ST. MARTIN
Sauk
River
Fork
Crow
No.
R.
3.1
1.8
0.2
2.4
0.9
0.2
3.5
0.4
1.4
4
7 13 57
7
2 3
5
5
5 5
8
236
20
33
12
6 7
77
3
4
238
11
3
3
3
3
15
R
SL
WP
R
R
R
R
4
WILDLIFE
AREA
WATERFOWL
AREA
WATERFOWL
AREA
WATERFOWL
AREA
N.
N.
NG
3''
G.
CO.
3
2
13 17
19
25 29
15
23
13
27 25
33
35
13
9 11
31
1
7
5
13 17
19
25 29
15 13
2321
27 25
31 3335
1
9
11
3
15 13
23
2725
35
31
29
21
19
17
7
5
5.0
16 16
16
10
10
10
10
23
12
12
12
12
1114
32
32
195
195
195
177
177
128
177
130
130
130
130
33
33
33
33
179
179
181
181
180
180
55
55
554
4
4
23
23
23
23
123
34
34
34
20
20
113
123
4
178
130
Lake Koronis
POP. 2,267
POP. 116
POP. 278
Lake
Lake
Lake
Rice
Rice
Mud
4
C.P.
R.
Sys.
4
3
21
66
2
PAYNESVILLE
MUNICIPAL
AIRPORT
MartyEST. POP. 50
MainePrairieEST. POP. 60
St. NicholasEST. POP. 95
PrairieEST. POP. 25
FarmingEST. POP. 80
2
2
4
5
3
2
2
1313
1515
17
1717
191919 2121212323
2525 27
2727
2929
29
15
31
31
31
3131
3131
31
3333 33
333333
33 3333
35
35
35
35
35
35
1 1
11
3
33
3
33
5 55
55
5
77
7
777
9 9
9
99
9
11
11
11
1313
1313
15
1515
1515
15
17 17 17
1717
17
19
19
19
19
19
19
21 21 21
2121
21
23
2323
25
2525
27
27
2727
29
2929
29
2929 27
27
35
35
35
1
11
11
13
13
23
23
25
25
1
3
5
52
9
2
2
2
2
2
15
23138
137
121
6
50
50
50
51
160
160
160
139
139
139
41
10
10
10
117
42
42
23
23
23
23
161
161
177
195
32
12
12
12
12
111
23
23
23
158
158140
140
140
22
22
22
22
225555
180
180
34
34
34
34
9
9
9
162
162 43
43
43
123
123
123
71
23
71
49
49
21
21
21
163
163
164 164
165
165 165 148
48
48
149
149
147147
8
8
8
146
146
141
141
47
KIMBALL
EDENVALLEY
ROSCOE
RICHMOND
COLDSPRING
ST. MARTIN
Lake
Lake
Lake
Lake
Lauer
Kranz
LittleRice
Koop
Minnie
Mud
Clear
BigRiceLake
School
L. L.
L.
L.
L.
L.Sand
MudL.
Spunk
EagleL.
Island
LongLake
BigWatabLake
LittleWatab
Zimmer
Ketten
Lake
Lake
L. L.
L.Dullinger
KraemerLake
Lake
So.F
ork
Watab
R.
Sau
k
Beaver
Lake
Jacobs RockvilleL.
L.
L.
Grand
Lake
Rausch
Mud
PleasantLake
Great
Northern
L.
L.L.
Krays L.Zum-walde
Knaus
BolfingL.
ByerLake
CedarIslandL.
River
RoschienL.
Becker
L.L.
Schroeder L.Horse-shoe L.
Big
Lake
Long
L.L.
L.
L.
L.
Flint
MeyersL.Ganzer
DeepPirzLake
No.Browns
So.Browns
Lake
Rice
Lake
Mud
FinkL.
Lake
GoodnersLakeSchool L.
Pearl
Lake
L.
IslandLake
DaysLake
CarnelianL.
MurrayL.
SchoolSection
Swamp L.
CarterL.
0.3
1.4
5.8
1.1
3.7
0.3
0.2
5.2
0.7
1.0
9.1
3.5
0.8
16
8
4
4
5
5
10
3
13
5
14
7
8
15
11
3
3
4
8
15
8
12
17
3
3
6
5
9
3
3
3
8
5
55
3
6
4
3
4
8
64
5
8
R
3
3
3
8
19
8
6
7
6
6
4
8
8
11
11
12
6 3
33
7
WP
212 12
9
3R
2 96
5
10
4
4
5
5 18
6
2
33
8
2
425
2
R
3
5
12
47
18
20
24
77
7
6
6
6
9
16
5
3
22
6
5
A
4
7
33
12
6
3
4
5
5
313
R
R
14
6810
25
4
14
3
13
6
49
1013
58
R
3
7
19
7
4
4
4
3
17
510
53
4
6
8
11
7
18A
CO
MP
AN
Y
NATURAL
NORTHERN
4''
6''
8''
CO
AMERICAN
OIL
CO
CO
AREA
WATERFOWL
WATERFOWL
AREA
WATERFOWL
AREA
SCHOOL
SECTION LAKE
GAME
REFUGE
WATERFOWL
AREA
47
11
Schackman
160
138
8
3
POP. 866
POP. 2,975
POP. 116
POP. 278
E D E N
L A K E
M U N S O N
L U X E M B U R G
M A I N E
P R A I R I E
F I E L D
W A K E -
S T.
J O S E P H
V I L L E
C O L L E G E -F A R M I N G
6''
23
31
Lake
C.
P.
R.
Sys.
C. P. R. Sys.
9
114
hienT
10
3
3
LongL.
Big
Fish
Lake
2
11
LakeEden
POP. 1,213
ROCKVILLEPOP. 2,569
1.9
134
138
2
Sauk
NLR
Marty
83
49
82
82
INDEX MAPPROJECT LOCATION
END PROJECT
4000
SCALE IN FEET
BEGIN PROJECT
NOT TO SCALE
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2015 Transoft Solutions, Inc. A ll rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
DESIGN WB-62TURNING MOVEMENTS
CO RD 114
LEGEND2040 PROJECTED AM (PM)
PEAK HOUR VOLUMES
5 (5)
455 (575)
5 (0)
5 (0)
5 (0)
5 (0)
0 (0)
405 (545)
10 (35)
5 (0)
30 (2
0)
25 (2
0)
WB-62
AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AASHTO 2011 (U
S)
(c) 2
015
Trans
oft S
olutio
ns, In
c. All ri
ghts
reserv
ed.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AASHTO 2011 (U
S)
(c) 2
015
Trans
oft S
olutio
ns, I
nc. A
ll righ
ts res
erved.
WB-
62
AASHTO 2011 (U
S)
(c) 2
015
Trans
oft S
olutio
ns, I
nc. A
ll righ
ts res
erved.
WB-62
AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2
015
Trans
oft S
olutio
ns, I
nc. A
ll righ
ts res
erved.
WB-
62
AASHTO 2011 (U
S)
(c) 2
015
Trans
oft S
olutio
ns, I
nc. A
ll righ
ts res
erved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AASHTO 2011 (U
S)
(c) 2
015
Trans
oft S
olutio
ns, I
nc. A
ll righ
ts res
erved.
WB-62AASHTO 2011 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
DESIGN WB-62TURNING MOVEMENTS
CO RD 123
LEGEND2040 PROJECTED AM (PM)
PEAK HOUR VOLUMES
5 (5)
480 (590)
0 (0)
5 (10)
410 (575)
0 (0)
0 (0)
0 (0)
0 (0)
15 (1
0)
0 (0)
5 (5)
CLOSE
PROPOSED SHOULDER
PROPOSED ROADWAY
PROPOSED TRAIL
APPROX. WETLAND BOUNDARY
CONSTRUCTION LIMITS
PARCEL BOUNDARY
ACCESS CLOSED
ROADWAY REMOVAL
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
LEGEND
EXISTING ACCESS CONTROL
APPROX. FLOODPLAIN BOUNDARYPOTENTIAL ACQUISITION
POTENTIAL DRAINAGE BASIN
PROPOSED AGGREGATE SURFACING
100
SCALE IN FEET
DIRECTION OF FLOW
PROPOSED TEMPORARY EASEMENT
APPROX. FLOODWAY BOUNDARY
WETLAND IMPACTS
FLOODPLAIN IMPACTS
MUNICIPAL BOUNDARY
PROPOSED RANDOM RIPRAP
PROPOSED DRAINAGE PIPE/STRUCTURE
SPECIAL DITCH GRADE
ROADWAY CLEAR ZONE
MH
WORK DONE BY OTHERS
DISTRICT
COUNTY
PROJECT LOCATION
: STEARNS
8 and 3
WB-62AASHTO 2001 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2001 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
DESIGN WB-62
TYPICAL U-TURN MOVEMENTS
WB-62AASHTO 2001 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2001 (US)
(c) 2015 Transoft Solutions, Inc. All rights reserved.
DESIGN WB-62
TYPICAL U-TURN MOVEMENTS
CLOSE
PROPOSED SHOULDER
PROPOSED ROADWAY
PROPOSED TRAIL
APPROX. WETLAND BOUNDARY
CONSTRUCTION LIMITS
PARCEL BOUNDARY
ACCESS CLOSED
ROADWAY REMOVAL
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
LEGEND
EXISTING ACCESS CONTROL
APPROX. FLOODPLAIN BOUNDARYPOTENTIAL ACQUISITION
POTENTIAL DRAINAGE BASIN
PROPOSED AGGREGATE SURFACING
100
SCALE IN FEET
DIRECTION OF FLOW
PROPOSED TEMPORARY EASEMENT
APPROX. FLOODWAY BOUNDARY
WETLAND IMPACTS
FLOODPLAIN IMPACTS
MUNICIPAL BOUNDARY
PROPOSED RANDOM RIPRAP
PROPOSED DRAINAGE PIPE/STRUCTURE
SPECIAL DITCH GRADE
ROADWAY CLEAR ZONE
MH
WORK DONE BY OTHERS
MA
TC
H
LI
NE -
EB
TH
23
ST
A.
57
4+
00
SE
E
LA
YO
UT
2
MA
TC
H
LI
NE -
EB
TH 23
ST
A. 716
+00
SE
E
LA
YO
UT 4
MNT08-132980
TRUNK HIGHWAY 23
MEET ADA/PROWAG REQUIREMENTS
1. PEDESTRIAN ACCOMODATIONS MUST
NOTE:
SPRINKLER OVERHANGOUTSIDE PATH OFAPPROXIMATE
SPRINKLER WHEEL PATH FORAPPROXIMATE
DURING THE R/W PROCESS
APPROXIMATE AND WILL BE FINALIZED
PRIVATE DRIVEWAY GEOMETRICS ARE
NOTE:
T.H. 2
3
PP
MS
Activit
y
1140
T.H. 23
2018
ft.
Scale:
Hor. 1 in
ch
= 100
By
SE
H Inc.
estim
ate
d f
or year 2040
PA
RT 3
OF 6
Co
py
To:
For:
The align
me
nt and
grades sho
wn o
n
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
__________________________________
Date:
20___
Pre
pare
d _____________
ST
AFF
SEP
TE
MB
ER 14
GA
P -
DAIL
Y
TR
AFFIC
FO
RE
CA
ST
S
SE
H
ME
MO -
HIG
HW
AY 23
__________________________________
AP
PR
OV
AL
A.J.
T8
A280
PR
OP
OS
ED
FO
UR
LA
NE
EX
PA
NSIO
N
S.P. 7305-124
VICINIT
Y
OF P
AY
NES
VIL
LE,
RO
SC
OE,
AN
D
RIC
HM
ON
D
FR
OM
3000'
WES
T
OF 263rd
AV
E.
TO
EXIS
TIN
G
BRID
GE
NO. 73023,
AP
PR
OA
CH P
AN
EL.
DESIG
N
FIL
E:
DA
TE:
S:\
KO\
M\
Mnt08\132980\4-preli
m-dgn-rpts\
Preferre
d\
Staff
Appro
ve
d
Lay
outs\
CP7305124_pla
n lyt -
DIS
TRIC
T
SE
T.d
gn
3/8/2019
MOTORISTS WITH A SAVINGS OF PROJECT COST.
THIS WAS PROPOSED AS A MINIMAL IMPACT TO
THE 12' MINIMUM, AND HAS A WIDTH OF 11'.
1. THE INSIDE (PASSING) LANE DOES NOT MEET
DESIGN EXCEPTIONS:
TO ACCOMODATE CO RD 114 REALIGNMENT.
ADJUSTMENTS TO SPRINKLER WILL BE DONE
NOTE:
Pre
pare
d J
UL
Y
PLAN 3 OF 4
ST
UD
Y
LA
YO
UT
TO
DIS
TRIC
T
BASIN 5074
RATE CONTROL
BASIN 5220
INFILTRATION
BASIN 5223
INFILTRATION
BASIN 5096
RATE CONTROL
BASIN 5220
TEMP SEDIMENT
48 HOURS.
WILL INFILTRATE WITHIN
WATER BELOW OUTLET INVERT
A PERMANENT POOL OF WATER.
ARE DESIGNED TO NOT HAVE
ALL INFILTRATION BASINS
48 HOURS.
WILL INFILTRATE WITHIN
WATER BELOW OUTLET INVERT
A PERMANENT POOL OF WATER.
ARE DESIGNED TO NOT HAVE
ALL INFILTRATION BASINS
A PERMANENT POOL OF WATER
ARE DESIGNED TO NOT HAVE
ALL RATE CONTROL BASINS
A PERMANENT POOL OF WATER
ARE DESIGNED TO NOT HAVE
ALL RATE CONTROL BASINS
PROPOSED GUARDRAIL
PROPOSED GUARDRAIL
1106
1108
1110
1112
1114
1114
1114
1116
1116
1116
1116
1118
1118
1118
1118
1118
1120
1122
112411
26
1128
11191119
1119
1119
1119
1140
1140
1140
1140
1140
11401140
1140
1140
1136
1136
LAYO
UT 1
LA
YO
UT 2
LAYOUT 3LAYOUT 4
11'11' 1.5'
PI
1.5'
PI
1.5'
PI
THRU LANESHLD THRU LANE SHLDP.I.
1.5'
P.I.
1.5'
PAVED COUNTY ROADS
8' DITCH
1:3
8' DITCH
1:3
8' DITCH
THRU LANE
12'
3'
P.I.
0.5'
0.02
THRU LANE
12'
P.I.
0.5'
0.02
GRAVEL SIDE ROADS
8' DITCH
1:3
TYPICAL SECTION B-B
TYPICAL SECTION A-A
TYPICAL SECTION C-C
5'
5' 5'
PROPOSED T.H. 23
3.5' TYPICAL DITCH
10' SHLD
8' 2'
1.5'
PI
10' SHLD
8'2'
* 120' CL SPACING FROM STA. 738+03 TO STA. 769+04
MEDIAN
90'
68'
8'8'
SHLD
INP.INP. THRU INP. THRU
SHLD
INP.
INPLACE TYPICAL SECTIONEXISTING T.H. 23
CL
0.02
1:4
12'12'
0.02
1:4
100' (TYPICAL)
R/W
1:61:6
ZONE
CLEAR
1:6 1:6
ZONE
CLEAR
C C
12'
THRU LANE
12'
THRU LANE
0.04 0.02 0.02
4'
THRU LANE
4'
THRU LANE
VARIABLE
L L
EB 23WB 23
1:4
VARIABLE1:3 MAXIMUM
0.02 0.02
1:4
CL
8' 12'
0.04 0.02 0.04 0.02
1:4
8'12'
R/W
100' (TYPICAL)
1:41:4
CL
1:4
0.04
11'11' 1.5'
PI
8' DITCH
5'
PROPOSED T.H. 23
10' SHLD
8' 2'
1.5'
PI
10' SHLD
8'2'
10' 10'
44'100' (TYPICAL)
R/W
1:6
ZONE
CLEAR
1:6
ZONE
CLEAR
C C
12'
THRU LANE
12'
THRU LANE
0.04 0.02 0.02
THRU LANE THRU LANE
L L
EB 23WB 23
1:4
VARIABLE1:3 MAXIMUM
0.02 0.02
1:4
R/W
100' (TYPICAL)
0.04
SHLD SHLD
TYPICAL SECTION A2-A2
TO DISTRICT ONLY
LAYOUT PROVIDED
TO DISTRICT ONLY
LAYOUT PROVIDED
TO DISTRICT ONLY
LAYOUT PROVIDED
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