M
SEARS
FASTEST PATH TABLE
e
DIFFERENCE
SPEED
FROM R4
CURVE
FT/FT
MPH
APPROACH
RIVER HILLS MALL
MPH
RADIUS
e
SPEED
FT
FT/FT
MPH
U
LEGEND
TH 22 / MADISON AVE.
DIFFERENCE
FROM R4
CURVE
U
FT
MM
RADIUS
APPROACH
FASTEST PATH TABLE
MPH
TH 22 / ADAMS ST.
M
230
0.02
28.1
10.3
R1
259
0.02
29.4
R2
194
-0.02
24.0
6.2
R2
289
-0.02
27.7
11.9
10.2
R3
728
-0.02
39.0
EXIT
R3
398
-0.02
31.2
EXIT
R4
86
-0.02
17.8
R4
83
-0.02
17.5
R5
188
0.02
26.0
8.2
R5
168
0.02
24.9
7.4
R1
184
0.02
25.8
8.0
R2
167
-0.02
22.7
4.9
EXIT
B424 C&G
ACCESS COMM.
14’
12’
12’
ADAMS ST.
XCEL ENERGY
TH 22
1:6
B624 C&G
S524 C&G
8’
12’
6’
160 (
200)
130 (
160)
5
1:7.
XCEL ENERGY
ST .
A DAM S
ST.
ADAMS
TH 14
300 (
370)
95 (
120)
.
480’R
.
MIN
4’
15’
17’
17’
20
’
R.
95’
3
’
R
.
8
.
R
’
5
9
.
R
’
20
’
14
’
.
90’R
.
250
ST .
A D A MS
A D A MS
282’R.
ST .
ST.
ADAMS
ST.
.
254’R
ADAMS
B424
C&G
’R.
B424 C&G
58’R.
220
’R.
200’R.
XCEL ENERGY
B424 C&G
AD AMS
2
’
4
1
BRIDG
E NO.
07025
1 :1 0
5
’
4
1
ST .
ST .
A D A MS
90’R.
14’
150 (
180)
B424 C&G
300’R.
500’R.
14’
R.
400’
4’
14’
’
4
15’
BRIDG
E NO.
07026
0.02
HICKORY TECH.
TECH.
ST .
A D A MS
10’
12’
14’
6’
14’ LTL
12’
ST.
ADAMS
0.02
-6
AAS
HTO
2
200
1 (
US)
0.02
0.02
0.02
23.0 MPH
ADAMS ST.
W
BAA
SH
62
TO
20
01
(U
S)
R2
R2 = 205’R
24.5 MPH
TH 22
POSTED SPEED
TH 22
TH 22
R4 = 84’R
WB- 1 (US)
00
TO 2
AASH
2 S)
-61 (U
WB 200
TO
SH
AA
R4
WB-6
AA WB
SH
TO -6
2
20
01
(U
S)
17.9 MPH
R2
IN PLACE
2
AASH
TO 2
001
(US)
R4 = 88’R
2 )
6 (US
B 01
W 20
35
M
62
-62
17.6 MPH
TH 22/ADAMS ST. NORTHBOUND APPROACH
M.P.H.
TH 22/MADISON AVE. APPROACHES
W
R4
BAAS
62
HTO
200
1 (
US)
TH 22/ADAMS ST. SOUTHBOUND APPROACH
M
M
DESIGN SPEED 35 M.P.H.
R3
R3 = 708’R
38.6 MPH
R3 = 302’R
MEDIAN
14’
4’
14’
B624 C&G
B624 C&G
B624 C&G
B624 C&G
B624 C&G
0.02
0.02
0.02
0.02
VAR.
0.02
GREATER MN GAS
SO N
28’
GORE
B624 C&G
M AD I
SON
MADI
TH 22/MADISON AVE.
WB-62 NORTHBOUND LEFT LANE
20’
M
14’
-62
TH 22/MADISON AVE.
EASTBOUND FASTEST PATHS
VAR.
32’
M
AV E .
VAR.
MEDIAN
14’
WB
(US)
001
TO 2
AASH
AVE.
28’
AVE.
SON
MADI
For:
14’
58’R.
’
1
PPMS Acti
vi
ty
4
12’
0.02
R2 = 174’R
WB
)
1 (US
O 200
AASHT
A.
J.
260 (
320)
R5
WB
0.04
TO
SH
AA
T.
H.
12’
14’
1:15
1:15
14 ’
C&G
140 (
340)
235 (
280)
B424 C&G
428’R.
355 (
430)
230 (
280)
972’R.
HICKORY TECH.
800’R.
R.
1000’
85 (
230)
VAR.
14’
12’
220’
R.
C&G
B424 C&G
23.7 MPH
B624 C&G
2
-6 US)
WB 2001 (
TH 22
WB-62
PPMS Acti
vi
ty 1140
1
14’
12’ RTL
CENTERPOINT ENERGY
B424
R5 = 148’R
B624 C&G
B624 C&G
TO
SH
AA
TH 22
WB-62
14’
GORE
FROMM’S
AUTO RENTAL
WB-62
4’
2
B624 C&G
(OUTPUT)
W
(US)
AASHTO 2001
R1
14’
B624 C&G
US)
2001 (
AASHTO
29.3 MPH
VAR.
BAAS
62
HTO
200
1 (
US)
TH 22/ADAMS ST.
WB-62 SOUTHBOUND LEFT LANE
WB-62
R1 = 256’R
32’
-6 US)
WB 2001 (
HTO
AAS
R5
-62
VAR.
MEDIAN
M
AA WB
SH
TO -6
2
20
01
(U
S)
62
17’
TH 22/ADAMS ST.
WB-62 RIGHT LANE THRUS
WB
(US)
001
TO 2
AASH
32’
15’
TH 22/ADAMS ST. EASTBOUND APPROACH
M
12’
TH 22/ADAMS ST.
SOUTHBOUND FASTEST PATHS
0.02
US)
AASHTO 2001 (
0.02
M
6’
TRUCK APRON
US)
2001 (
AASHTO
A.
J.T71685
90 ’ R.
2000’R.
0.02
M
24’
B624 C&G
S524 C&G
0.04
20’
-62
2012
20 ’
HICKORY
B624 C&G
(OUTPUT)
1:6
SNEL/HERTS
AUTO RENTAL
WB 1 (US)
00
TO 2
AASH
T.
H. 22
2.
5’
R.
14’
14
’
17’
TH 22/ADAMS ST. WESTBOUND APPROACH
WB-62
PPMS Acti
vi
ty 1140
1:10
15’
GORDMAN’S
US)
2001 (
AASHTO
A.
J.T71494
’
.
90’R
58’R.
32’
AAA INS & TRAVEL AGENCY
B-62
Prepared Apri
l2011 and May
B424
14’ INP.
12’
TRUCK APRON
WB-62
B -62
WB- 01 (US)
0
TO 2
AASH
21’
W
)
1 (US
O 200
AASHT
To:
4’
6’
B-62
Copy
4’
.
840’R
12’ INP.
24’
U
W
)
1 (US
O 200
AASHT
-62
WB
)
1 (US
O 200
AASHT
CENTER OF ROUNDABOUT
R1
W
US)
2001 (
AASHTO
(
MATAPS)
.
310 (
370)
21’
WB-62
Area Trans-
14’
12’ INP.
AVE.
SO N
M ADI
A VE .
CENTER OF ROUNDABOUT
S)
2001 (U
AASHTO
Mankato
RTL
LT L
RTL
62
SON
INP.
WB- 1 (US)
00
TO 2
AASH
and Pl
anni
ng Study
14 ’
1:15
1:5
WB-62
MADI
AA WB
SH
TO -6
2
20
01
(U
S)
TH 22/ADAMS ST. EASTBOUND CIRCULATING LANES
)
AASHTO 2001 (US
WB-62
US)
2001 (
AASHTO
TH 22/MADISON AVE. CIRCULATING LANES
27.5 MPH
25.9 MPH
TH 22
W
BAAS
62
HTO
200
1 (
US)
TH 22/ADAMS ST. SOUTHBOUND CIRCULATING LANES
JERSEY MIKE’S SUBS
R1 = 218’R
R5 = 186’R
TH 22/ADAMS ST. NORTHBOUND CIRCULATING LANES
27’ ENT.
FIVE GUYS
Two lanes (left/thru and thru) for the TH 22 northbound and southbound approaches.
Two lanes (left and left/thru/right) for the Adams Street eastbound approach .
TH 22
2
-6 (US)
WB 2001
TJ MAXX
following recommendations:
Two lanes (left/thru and right) for the Adams Street westbound approach .
TH 22
TO
SH
AA
AVE.
SON
MADI
17.5 MPH
TH 22/MADISON AVE.
WB-62 SOUTHBOUND LEFT LANE
The Trunk Highway 22 at Adams Street Intersection Control Evaluation resulted in the
Partial by-pass right turn lanes for the TH 22 northbound and southbound approaches.
W
B
AAS
HTO -62
200
1 (
US)
R2 = 286’R
27.6 MPH
McDONALD’S
May 2012
Multi-lane roundabout control for the intersection.
R4
VAR.
TH 22/MADISON AVE.
WB-62 RIGHT LANE THRUS
- 62
TH 22/MADISON AVE.
SOUTHBOUND FASTEST PATHS
W
BAAS
62
HTO
200
1 (
US)
2
-6 US)
WB 2001 (
MICHAELS
R1
O
HT
AAS
WB
(US)
001
TO 2
AASH
Partial by-pass right turn lanes for each approach.
PIER 1
IMPORTS
PETCO
-62
Two lanes (left/thru and thru) for each approach.
SUBWAY
WB
)
1 (US
O 200
AASHT
Dual-lane roundabout control for the intersection.
62
resulted in the following recommendations:
WB- 1 (US)
00
TO 2
AASH
The Trunk Highway 22 at CSAH 17/Madison Avenue Intersection Control Evaluation
HOGUE CLINIC
R2
R3
WB-6
April 2011
29.7 MPH
S524 C&G
0.02
M
AT&T
R1 = 266’R
B624 C&G
B624 C&G
(OUTPUT)
M
62
CARIBOU COFFEE
R5
34.8 MPH
1:6
M
WB- 01 (US)
0
TO 2
AASH
W
AA
BSH
TO
62
20
01
(U
S)
LAYOUT HISTORY:
R3 = 535’R
VAR.
R4 = 83’R
M
62
WB- 01 (US)
0
TO 2
AASH
W
BAA
SH
62
TO
20
01
(U
S)
R5 = 141’R
M
AA WB
SH
TO -6
2
20
01
(U
S)
20’
AASH
2
TO 2
001
(US)
17.8 MPH
U
R4 = 86’R
US)
2001 (
AASHTO
portati
on
6’
14 ’
12’
14’
23.5 MPH
B-62
are
MADISON AVE.
1:10
1:10
14’ RTL
200’R.
W
AA
BSH
TO
62
20
01
(U
S)
14’
R1
12’
0.02
ADAMS ST.
-6 2
1:
Preliminary Layout
NOT FINAL
SUBJECT TO CHANGE WITHOUT NOTICE
R2 = 183’R
AUTO
DEALERSHIP
ACCESS COMM.
WB
)
1 (US
O 200
AASHT
Exhibit
R4
AA WB
SH
TO -6
2
20
01
(U
S)
TH 22
14’ RTL
R2
R3
TH 22
W
)
1 (US
O 200
AASHT
vol
um es show n
4’
TH 22
-62
S.
P.
C&G
27.6 MPH
6’
23.3 MPH
GANDER
MOUNTAIN
1:10
R1 = 219’R
12’
R5
14’
37.8 MPH
25.9 MPH
WB
)
1 (US
O 200
AASHT
\g-m \MnDOT\14953000\hw y-brdg\hw y\l
ayout\th22_l
o1.
dgn
DESIGN FILE: K:
B424
R5 = 186’R
R3 = 671’R
WB-62
2011,and the
15
R.
22
24’
TRUCK APRON
800’R.
14
AA WB
SH
TO -6
2
20
01
(U
S)
169
01 (US)
AASHTO 20
for MnDOT,dated Nov.2010 and Sept.
’
1000’
21’
46
2
WB-6
Turni
ng Movem ent Counts obtai
ned
17
161
1: 10
46
158
14’
36
157
14’
40
156
155
2
WB-6
traffi
c
20
’
40
7
HICKORY TECH.
145
153
152
CSAH 17 / MADISON AVE.
145
1
36
140
ST.
ADAMS
5
1.
8"
22
32
US)
2001 (
AASHTO
esti
m ated for year 2032 based on
95’R.
157
-62
T.
H. 22
XCEL ENERGY
158
156
154
155
WB
)
1 (US
O 200
AASHT
S.
P. 0704-94
CHARTER COMM.
154
153
US)
2001 (
AASHTO
The
ST.
ADAMS
0.
4
R TL
U.
Engi
neer
0.
6
191
191
148
WB-62
157
154
192
1
150
148
36
-62
S.
P. 0704-88
AVE.
7
150
36
140
144
WB
)
1 (US
O 200
AASHT
wi
thout noti
ce.
DATE:9/26/2012
30
147
147
40
144
CENTER OF ROUNDABOUT
B-62
Desi
gn
14’
9
2.
.
M
D
P.
152
40
144
SERVICE STATION
(US)
AASHTO 2001
40
32
144
-62
change
SO N
30
2 S)
-61 (U
WB 200
and subject to
M AD I
30
156
W
)
1 (US
O 200
AASHT
29
WB-62
29
192
(US)
AASHTO 2001
29
TO
SH
AA
Date:
AVE .
161
151
29
140
62
tentati
ve
SON
22
151
150
149
2
WB-01 (US)
0
TO 2
AASH
thi
s m ap are
MADI
14
158
149
30
146
30
APPLEBEE’S
62
State
B424 C&G
XCEL ENERGY
C&G
B424
HICKORY TECH.
SO N
M AD I
SON
MADI
840’R.
BASSETT DRIVE
AVE.
AVE .
AVE.
SON
MADI
159
WB 1 (US)
00
TO 2
AASH
grades show n on
AVE.
SON
MADI
159
159
30
20
24
30
24
HOLIDAY
161
21
2 S)
6 (U
- 1
B 00
W 2
7
30
18
152
152
WB-62
16"
53
39
1
150
US)
2001 (
AASHTO
18
149
21
21
18
143
2
-6 (US)
WB2001
NATURAL
52
165
166
143
169
141
TO
SH
AA
141
141
WB-62
146
S)
2001 (U
AASHTO
138
139
-62
142
141
138
25
32
139
WB- 1 (US)
00
TO 2
AASH
Approved By
R
.
U
14
32
136
25
24
TO
SH
AA
Le
Su
ur
e
21
WB 1 (US)
00
TO 2
AASH
21
M
53
169
169
62
20
GAS
21
164
164
164
164
WB- 1 (US)
00
TO 2
AASH
52
4
22
162
B-62
163
162
18
142
W
US)
2001 (
AASHTO
163
165
10
138
146
137
WB-62
20
7
1.
39
1
10
138
20
137
S)
2001 (U
AASHTO
10
10
137
TH 22/ADAMS ST. WESTBOUND CIRCULATING LANE
WB-62
10
136
M
83
53
171
4
4
2 S)
6 (U
- 1
B 200
171
14
166
WB-62
169
16
133
U
168
32
10
US)
2001 (
AASHTO
168
167
62
168
167
S)
2001 (U
AASHTO
16
39
165
10
-62
10
166
133
W O
T
SH
AA
10
1
131
62
10
35
13
135
4’
WB- 1 (US)
00
TO 2
AASH
66
132
132
31
31
135
10
TH 22/ADAMS ST.
WB-62 WESTBOUND LEFT LANE
-62
135
134
134
TH 22/ADAMS ST.
WB-62 RIGHT TURNS
WB 1 (US)
00
TO 2
AASH
10
174
TH 22/ADAMS ST.
WESTBOUND FASTEST PATHS
WB- 1 (US)
00
TO 2
AASH
53
972’R.
50’R.
WB
)
1 (US
O 200
AASHT
10
14
169
13
62
174
165
133
129
131
32
20
WB-01 (US)
0
TO 2
AASH
WB-62
WB-62
172
10
B-62
US)
2001 (
AASHTO
01 (US)
AASHTO 20
135
TQ NAILS
B-62
28
174
16
16
W
US)
2001 (
AASHTO
-62
WB-62
-62
Approval
WB-62
WB
)
1 (US
O 200
AASHT
US)
2001 (
AASHTO
WB
)
1 (US
O 200
AASHT
Staff
001 (US)
AASHTO 2
175
16
22
2 S)
-61 (U
WB 200
62
16
13
TO
SH
AA
WB-01 (US)
0
TO 2
AASH
66
133
169
129
WB-62
W
US)
2001 (
AASHTO
83
34
129
128
128
PANERA
BREAD
14
175
34
13
125
127
128
S)
2001 (U
AASHTO
176
35
32
30
30
62
13
13
WB-01 (US)
0
TO 2
AASH
38
WB-62
173
125
13
US)
2001 (
AASHTO
P
174
13
P
001 (US)
AASHTO 2
28
176
)
1 (US
O 200
AASHT
P
15
173
172
125
20
123
P
(US)
001
TO 2
AASH
US)
2001 (
AASHTO
15
177
P
B-62
P
15
2
15
177
8
35
)
1 (US
O 200
AASHT
W
)
1 (US
O 200
AASHT
US)
2001 (
AASHTO
35
62
P
126
126
P
(US)
001
TO 2
AASH
US)
2001 (
AASHTO
2
WB-6
38
B-62
-62
W
WB
60
109
10’ SHLD.
2’R.
M
49
178
178
16
109
)
S)
US
(U
1(
01
00
20
A
O2
A
TO
HT
SH
AS
A
43
179
8
34
124
W
182
181
66
126
9
169
38
124
30
124
W B- 6 2
109
32
119
118
123
P
28
20
01
37
9
AA
SH
TO
2
125
WB-
174
181
33
9
76
2
179
8
114
20
124
62
AASH
TO 2
001
(US)
123
MATTRESS GIANT
182
76
79
124
60
121
WB-61 (US)
00
TO 2
AASH
34
90
6
122
30
Ja
n
es
vi
l
l
e
41
90
118
123
T
o
23
49
22
90
28.5 MPH
WB-62
16
23
28
83
115
R1 = 239’R
01 (US)
AASHTO 20
115
2
-6 (US)
WB 2001
37
34
20
6
122
TO
SH
AA
185
60
2
121
14
184
1:15
’
6
185
27
28
183
183
WB-6
86
41
90
25.4 MPH
2
AASH
TO 2
001
(US)
83
60
8
33
R5 = 178’R
R1
B424 C&G
20
60
117
-62
48
14
82
69
33
90
169
50’R.
SP 07
04
9
4
R5
17’
B424 C&G
SP 07
04
8
8
W
12’
VAR.
14’
15’
640’R.
B424 C&G
12’
TH 22
BAAS
62
HTO
200
1 (
US)
WB-62
69
120
60
200’R.
ON
TRUC
K APR
9
5
’
R
.
M
16
117
69
50
50’R.
14’
TH 22
01 (US)
AASHTO 20
69
115
113
114
111
112
TH 22/MADISON AVE.
WB-62 WESTBOUND LEFT LANE
WB-62
114
113
20
108
109
TH 22/MADISON AVE.
WB-62 RIGHT TURNS
(US)
AASHTO 2001
112
111
108
22
119
17
17
60
37
107
30
118
48
17
17
27
68
11
20
’
12’
TH 22
R2
20.7 MPH
U
27
17
86
68
2
22
14
66
11
RTL
14’
1:15
12
’
2.
5’
R.
14’
R2 = 130’R
1:10
U
17
82
42
11
109
6
10’ SHL
D.
220’R.
4’ SHLD.
1:15
18.2 MPH
M
22
60
50
107
106
12’
B424 C&G
R4 = 92’R
U
56
11
106
86
60
82
B424 C&G
972’R.
M
3
169
4’ SHLD.
2’R.
S524 C&G
M
TH 22/MADISON AVE.
WESTBOUND FASTEST PATHS
60
3
3
5
105
12’
B424 C&G
1000’R.
M
14
105
11
U
12’
M
60
68
-62
42
1:15
B624 C&G
14
’
10
48
57
20
105
600’R.
M
60
105
58’R.
14’
1:
60
26
86
R4
12’
14’
R.
58’
51’R.
U
26
187
44
26
12
12’ AUX. LANE
12’
4’
63’R.
U
102
14
’
INPLACE
SIGNAL
U
102
-62
12
12
104
220’
R.
WB
-6
AAS
HTO
2
200
1 (
US)
14
’
U
189
188
27
26
WB
(US)
001
TO 2
AASH
WB
(US)
001
TO 2
AASH
187
AIRPORT
1:15
U
189
MUNICIPAL
22
2.
5’
R.
6’ SHLD.
LANE
AUX.
14’
10’R.
M
57
68
U
12’
600’R.
U
189
187
187
MANKATO
103
102
D= 045’
e= NC
200’R.
U
14
’
14’
2’R.
48.1 MPH
ACCESS COMM.
90’R.
4’
14’
50’R.
WB-62
6
103
101
102
R3
TH 22
B424 C&G
90’R.
4’ SHLD
.
17’
US)
2001 (
AASHTO
187
47
B424 C&G
47
104
.
1000’R
B424 C&G
U
26
188
R3 = 927’R
B424 C&G
U
1:15
1:10
15’
95
’R
.
HICKORY TECH.
14’
U
2
B424 C&G
1:10
27
CENTERPOINT ENERGY
50’R.
10’R.
1:10
4’ SHLD.
B424 C&G
U
12
M
14’
12’
12’
2’R.
U
2
5
6
101
M
ON
12
PR
’ TRUCK A
U
U
45
68
101
62
22
CENTERPOINT ENERGY
WB- 01 (US)
0
TO 2
AASH
R1
CHARTER COMM.
15’
U
12’
1:15
20
’
200’R.
12’
840’R.
PROJECT LOCATION
U
W
BAA
SH
62
TO
20
01
(U
S)
10’ SHLD.
AUTO SERVICE
U
14’ RTL
10’ SHLD.
SEARS
14’
90’R.
2.
5’
R.
TH 22/ADAMS ST.
PATH OVERLAP
DESIGN SPEED 45 M.P.H.
1000’R.
S524 C&G
TH 22/ADAMS ST.
PHI ANGLES
TH 22/ADAMS ST.
NORTHBOUND FASTEST PATHS
45
20
’
U
220’R.
1:15
W
AA
BSH
TO
62
20
01
(U
S)
25.4 MPH
2’R.
800’R.
B624 C&G
1
4
’
12’
12’
IN PLACE
POSTED SPEED
1:15
95’R.
U
14’
12’
25.8 MPH
U
58’R.
14’
o = 20.91
o = 20.03
M.P.H.
14’
VAR.
1:15
1:15
4’
M
14’
58’R.
1
4
’
2o = 40.06
TH 22
U
W
AA
BSH
TO
62
20
01
(U
S)
BLUE EARTH COUNTY
U
U
2’R.
4’
14
’
6’ MEDIAN
1
4
’
INPLACE
SIGNAL
VAR.
R1 = 184’R
U
G
B424 C&
14’ RTL
51’R.
U
1000’R.
800’R.
OLIVE
GARDEN
B424 C&G
U
1:15
14’ LTL
(XX)-2032 PM PEAK
17’
10’ SHLD.
220’
R.
.
90’R
14’
14’
18’
R5 = 178’R
972’R.
U
R2
22.7 MPH
R5
U
U
U
U
INPLACE
SIGNAL
1:10
12’
12’
12’
200’R.
2.
5’
R.
63’R.
14’
260 (290)
XX-2012 PM PEAK
U
U
1:15
12’
R2 = 167’R
U
17.8 MPH
20
’
14’
VAR.
AASHTO 2001 (US)
2o = 41.82
640’R.
840’R.
B424 C&G
U
2
12’ RTL
AA W
SH B
TO 6
20
2
01
(U
S)
R4 = 86’R
-62
-6 US)
WB 2001 (
HTO
AAS
R4
10’ SHLD.
TH 22
P
755 (1150)
635 (1140)
50’R.
U
TH 22
WB
)
1 (US
O 200
AASHT
TH 22
(U
S)
29.4 MPH
24.9 MPH
2’R.
B424 C&G
W
W
P
20
01
290 (320)
130 (160)
HICKORY TECH.
B424 C&G
15
’
(U
S)
R1 = 259’R
XCEL ENERGY
ACCESS COMM.
P
20
01
BAA
SH
62
TO
20
01
(U
S)
R5 = 168’R
U
972’R.
AA
SH
TO
R3
AA
SH
TO
U
U
17
’
TH 22
ACCESS COMM.
M
95’R.
AA
BSH
TO
62
20
01
(U
S)
R2
31.2 MPH
M
M
U
R3
TH 22
50’R.
W
BAAS
62
HTO
200
1 (
US)
WB
)
1 (US
O 200
AASHT
M
50’R.
CENTERPOINT ENERGY
CENTERPOINT ENERGY
P
AASH
TO 2
001
(US)
TH 22
P
M
62
WBUS)
2001 (
AASHTO
62
2’R.
R3 = 753’R
39.4 MPH
R4
R3 = 398’R
180 (220)
58’R.
27.7 MPH
R1
AASHTO 200
1 (US)
B424 C&G
TH 22
R5
U
DESIGN SPEED 45 M.P.H.
(U
S)
P
U
M.P.H.
TH 22
17.5 MPH
R2 = 289’R
(US)
AASHTO 2001
P
)
1 (US
O 200
AASHT
CHARTER COMM.
P
20
01
R4 = 83’R
CITY
BEST BUY
HICKORY TECH.
AA
SH
TO
P
(XX)-2032 PM PEAK
PARTY
001 (US)
AASHTO 2
-62
45
PROJECT LOCATION
INDEX MAP
BAKER’S
SQUARE
XX-2012 PM PEAK
(U
S)
(U
S)
POSTED SPEED
TH 22/MADISON AVE.
PATH OVERLAP
120 (280)
95 (250)
P
20
01
P
AAS
HTO
200
1 (
US)
WB-
WB
(US)
001
TO 2
AASH
TH 22/MADISON AVE.
PHI ANGLES
IN PLACE
660 (920)
AA
SH
TO
W
BAAS
62
HTO
200
1 (
US)
P
TH 22
495 (810)
o = 20.05
o = 23.80
20
01
P
(US)
001
TO 2
AASH
15
255 (290)
RED LOBSTER
2o = 47.60
AA
SH
TO
2
15
6.1
62
AASH
TO 2
001
(US)
0
.7
M
178
P
11
TH 22/MADISON AVE.
NORTHBOUND FASTEST PATHS
2
TARGET
M
9
155 (190)
FAIRFIELD INN
43
7
(US)
001
TO 2
AASH
B
R
OT
H PP
E
R
S
CITY OF
MANKATO
HERITAGE INN
P
181
US)
2001 (
AASHTO
al
i
gnm ent and
23.7
(U
S)
(U
S)
o = 20.16
M
20
01
o = 20.06
39.0 MPH
P
2o = 40.32
R3 = 728’R
AA
SH
TO
2o = 40.12
R5
2
B-62
The
17.6
0.02
BAA
SH
62
TO
AASHTO 2
001 (US)
W
)
1 (US
O 200
AASHT
By TKDA
-0.02
148
(U
S)
(U
S)
WB)
1 (US
O 200
AASHT
ft.
84
R5
20
01
P
20
01
WB - 6 2
Scal
e:Hor.1 i
nch = 50
R4
WB-62
U
(U
S)
AA
SH
TO
P
R1 = 230’R
US)
2001 (
AASHTO
2012
EXIT
(US)
AASHTO 2001
ARBY’S
W
Prepared MAY
6.9
28.2
P
(U
S)
AA
BSH
TO
62
20
01
(U
S)
900’NORTH OF ADAMS ST.
24.5
-0.02
W
20
01
AA WB
SH
TO -6
2
20
01
(U
S)
R5 = 188’R
11
G
TO
-0.02
302
BAA
SH
62
TO
20
01
(U
S)
VACANT GARAGE
P
R3
R2
1
3
Rapidan66
N
FROM 800’SOUTH OF MADISON AVE.
205
R3
P
AA
SH
TO
AASHT
O 200
1 (US
)
"
VICINTY OF CITY OF MANKATO
R2
(US)
AASHTO 2001
R4
W
6
22
11.7
(U
S)
P
24.0 MPH
AA WB
SH
TO -6
2
20
01
(U
S)
20
01
5
AAS
P
HTO
200
1 (
US)
28.1 MPH
174
181
R1
SCALE IN MILES
T.
H.
29.3
P
CHINESE RESTAURANT
WALMART
COPY No. 1
0.02
20
01
P
AAS
HTO
200
1 (
US)
P
178
1
256
AA
SH
TO
W
BAA
SH
62
TO
20
01
(U
S)
ur
e
1
179
R2 = 194’R
179
LAYOUT No.
R1
-
US)
2001 (
AASHTO
(U
S)
AA
SH
TO
Le
8
90
e
r
v
Ri
1
5.8
P
P
20
01
AA
BSH
TO
62
20
01
(U
S)
AASHTO 2001
(US)
90
8
0.5
23.3
(U
S)
TH 22
AAS
P
HTO
200
1 (
US)
R
BLUE EARTH
COUNTY
(U
S)
AA WB
SH
TO -6
2
20
01
(U
S)
41
7
0
17.5
0.02
AA
SH
TO
P
26.0 MPH
EST. POP. 210
-0.02
141
2o = 40.10
20
01
P
22
N
R
E
H
T
R
O
N
17.8 MPH
31
35
33
R4 = 86’R
AASHTO 2001 (US
)
90
31
9
126
83
R5
20
01
TH 22
AA WB
SH
TO -6
2
20
01
(U
S)
AA
SH
TO
28
83
34
9
R4
M
TH 22
NG
16
PP
EXIT
AAS
P
HTO
200
1 (
US)
AASHTO 2001
(US)
35
WI
L
L
I
AM
S
10.1
34.8
15’R.
P
25
29
33
33
27.6
-0.02
P
P
20
01
(U
S)
62
20
01
AA
SH
TO
183
o = 20.12
o = 20.11
183
AA WB
SH
TO -
2o = 40.24
2o = 40.22
N
CA
I
ER
AM
D
MI
R
90
S
u
-0.02
535
M
28
N
A
TU
RA
L
AA
SH
TO
25
3
286
R3
US)
2001 (
AASHTO
30’R.
184
NG
7.
5
15’R.
L
19
27
23
41
21
NG
5
R2
P
O
NORTHERN
34
12.2
AASHTO 2001 (US)
T
86
8"
R
SL
7.2
29.7
M
K A
83
60
8
S O U T H
B E N D
25.4
0.02
M
27
M
N
23
27
0.02
RIGHT TURN MOVEMENT - R5
30’R.
M
A
27
33
178
266
POP. 2,422
POP. 289
29
R5
R1
THRU MOVEMENT - R1 TO R2 TO R3
EAGLE
LAKE
15
TH 22/ADAMS ST. ROUNDABOUT DATA
-
- NO DESIGN EXCEPTIONS ARE NEEDED.
17
13
EXIT
18.2
LEFT TURN MOVEMENT - R1 TO R4
RIGHT TURN MOVEMENT - R5
17
86
48.1
-0.02
NOTES:
- TRAFFIC ARROWS SHOW DIRECTION OF FLOW AND DO NOT REPRESENT PAVEMENT MARKINGS.
2.7
22
0.02
92
M
Transportati
on Di
stri
ct Engi
neer
VERIZON/
CHIPOTLE
(U
S)
Approved By
8.0
P
20
25.9
EASTBOUND
927
M
Geom etri
cs Engi
neer
17.9
0.02
EXISTING R/W OR PROPERTY LINE
R3
R4
AAS
P
HTO
200
1 (
US)
State
-0.02
186
AA WB
SH
TO -6
2
20
01
(U
S)
Revi
ew ed By
88
R5
US)
2001 (
AASHTO
20
R4
GAME STOP
2.5
M
Di
stri
ct Traffi
c Engi
neer
EXIT
P
Revi
ew ed By
5.1
38.6
P
20
23.0
-0.02
US)
2001 (
AASHTO
Engi
neer
-0.02
708
S)
2001 (U
AASHTO
Desi
gn
174
R3
WB-62
or Prel
i
mi
nary
R2
MRCI
THRIFT
SHOP
P
Di
stri
ct Desi
gn
9.6
20
01
Revi
ew ed By
27.5
TRUCK APRON
10.3
20.7
P
(US)
001
TO 2
AASH
20
0.02
US)
2001 (
AASHTO
TKDA
218
AA
SH
TO
Prepared By
R1
-
(U
S)
Program m ed Letti
ng Date
8.1
SOUTHBOUND
THRU MOVEMENT - R1 TO R2 TO R3
27
0
.3
0.8
82 M
e
r
v
i
R
55
1
.
7
SKYLINE
21
25.9
LEFT TURN MOVEMENT - R1 TO R4
KTOE
POP. 39,309
60
90
17.8
0.02
1:
Preliminary Layout
NOT FINAL
SUBJECT TO CHANGE WITHOUT NOTICE
28.5
-0.02
WB- 1 (US)
00
TO 2
AASH
14
17
82
MANKATO
9
2.
33
-0.02
186
Exhibit
0.02
130
P
(US)
001
TO 2
AASH
60
69
120
86
R5
US)
2001 (
AASHTO
69
R4
VEGETATED RAISED MEDIAN
239
R2
P
(US)
001
TO 2
AASH
56
16
EST. POP. 20
117
EXIT
7
82
.8
0
EST. POP. 520
5.7
37.8
Lake
86
N
G
1.5
69
23.5
-0.02
R1
P
68
Minneopa
-0.02
671
US)
2001 (
AASHTO
LeHillier
10
2
.
0
169
66
15
183
R3
TRAIL/SIDEWALK
M
EST. POP.
NE
LI
PE
PI
EST. POP. 210
R
.
R
.
11
Lime
60
10’
68
R2
EASTBOUND
3
3
MINNEOPA
SouthBend
9.8
M
er
et
POP. 11,798
17
7.6
27.6
SOUTHBOUND
5
1
.
0
To Nicollet
25.4
0.02
1
3
P
t.
NORTH
MANKATO
STATE PARK
0.02
219
M
S
05’
178
M
o
14
R5
R1
WESTBOUND
CONCRETE MEDIAN & CURB
TH 22/MADISON AVE. ROUNDABOUT DATA
-
M
3
T
o
T
17.8
Eagle
1
.
5
t
e
l
l
o
c
i
N
39.4
-0.02
OLD COUNTRY BUFFET
100
M
57
-0.02
86
50
M
Gilfillin
Lake
86
Watters
12
753
AREA
26 35
12
R3
R4
25
M
.
12
31
WILDLIFE
0
62
E
.
26
E
M
DO
Level1 LAYOUT APPROVAL
WESTBOUND
27
PAVED SHOULDER
WB- 1 (US)
00
TO 2
AASH
187
-
P
M
D.
22
33
60
Albert
Lake
MUNICIPAL
SCALE IN FEET
PAVED ROADWAY
)
1 (US
O 200
AASHT
MANKATO
57
AIRPORT
EST. POP. 30
31
25
-
P
Benning
187
NORTHBOUND
AASHTO 2001 (US)
27
Long
NORTHBOUND
M
"
29
25
Lake
12
R.
R.
.
E
.
M
R1
MADISON AVE.
VAR.
MEDIAN
14’
14’
B624 C&G
45
R3
28.2 MPH
20’
MEDIAN
14’
4’
14’
GORE
IN PLACE
POSTED SPEED
VAR.
32’
B624 C&G
B624 C&G
B624 C&G
B624 C&G
B624 C&G
0.02
0.02
0.02
0.02
VAR.
0.02
M.P.H.
TH 22/MADISON AVE.
WB-62 EASTBOUND LEFT LANE
DESIGN SPEED 45 M.P.H.
TH 22/ADAMS ST.
EASTBOUND FASTEST PATHS
TH 22/ADAMS ST.
WB-62 NORTHBOUND LEFT LANE
TH 22/ADAMS ST.
WB-62 EASTBOUND LEFT LANE