us th 52 / mn th 58 (s. main st) · cl sb th 52 inp. clnb th 52 inp. cl sb th 52 inp. clnb th 52...
TRANSCRIPT
49'49'
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?
?
S
S
S
S SS
S
SSS
S
F
F
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M
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MB
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M
TT
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T
T
ZUMBROTA, MN 55992
1350 JEFFERSON DR
MAYO CLINIC HEALTH SYSTEMS
ZU
MBR
OTA,
MN 55992
1400 J
EFFERS
ON D
R
MA
YO C
LINIC H
EALTH S
YSTE
MS
ZUMBROTA, MN 55992
1500 JEFFERSON DR
ZUMBROTA AREA AMBULANCE ASSOC
ZUMBROTA, MN 55992
1500 JEFFERSON DR
CITY OF ZUMBROTA
ZUMBROTA VOLUNTEER FIRE DEPARTMENT
ZUMBROTA, MN 55992
1475 JEFFERSON DR
JOHN MAHN
MAHN FUNERAL HOME, LARSON CHAPEL
ZUMBROTA, MN 55992
1402 WEST AVE
DUANE STRUSZ
ZUMBROTA, MN 55992
1480 WEST AVE
PAUL ROKKE
ZUMBROTA, MN 55992
1465 WEST AVE
LOWELL RIKER
ZUMBROTA, MN 55992
1438 SOUTH MAIN ST
BANK OF ZUMBROTA
ZUMBROTA, MN 55992
1570 JEFFERSON DR
THE PUT-IT PLACE
ZUMBROTA, MN 55992
1660 SOUTH MAIN ST
ZUMBROTA FORD
ZUMBROTA, MN 55992
100 JEFFERSON DR
KWIK TRIP
ZUMBROTA, MN 55992
1855 ROSCOE AVE
WILLIAM PAGE
PAGE'S WELDING AND TRAILER SALES
ZUMBROTA, MN 55992
400 COUNTY 10 BLVD
GROVER AUTO COMPANY
ZUMBROTA, MN 55992
1800 ROSCOE AVE
MNTB ASSETS LLC
ROUTE 52 TRUCK AND CAR WASH
ZUMBROTA, MN 55992
350 22ND STREET
DONALD MADTSON
MEMORY MAKER ANTIQUES
ZUMBROTA, MN 55992
2101 180TH AVE
FARGO EAST WEST LLC
ALCO
ZUMBROTA, MN 55992
2103 180TH AVE
MC DONALD'S
ZUMBROTA, MN 55992
46142 180TH AVE
CONWAY JACOBSON
ZUMBROTA, MN 55992
1605 SOUTH MAIN ST
1605 COMPLEX LLC
VERIZON WIRELESS
ZUMBROTA, MN 55992
201 18TH STREET
CANNON FALLS OIL COMPANY INC.
SUPER AMERICA
ZUMBROTA, MN 55992
1550 JEFFERSON DR
KL AND JS LLC
ZUMBROTA MINI STORAGE
1559
225
D's AUTO CARE
ZUMBROTA, MN 55992
205 18TH STREET
ROGER KITTELSON
ZUMBROTA, MN 55992
KL AND JS LLC
SUBWAY 217 18TH STREET
DQ 215 18TH STREET
M
25
30
40
30
34
36
36
37
34
33
28
27
20
10
22
12
100
105
105
60
65
70
80
85
90
45
50
55
1140
1145
1150
1155
1160
1165
1170
1175
1180
1185
1190
L = 6,006.243'
L = 6,006.238'
NB52I
NP ST. 1192+31.20
1140
1145
1150
1155
1160
1165
1170
1175
1180
1185
1190
L = 6,006.243'
L = 6,006.243'
65
70
75
122
122
121
120
SECTION A-A
INPLACE 180th AVENUE
SECTION A-A
PROPOSED 180th AVENUE
TYPICAL SECTION OVER TH 52EXISTING BRIDGE 9661
OVER TH 52BRIDGE 25037 TYPICAL SECTION
SECTION D-D
SECTION D-D
SECTION B-B
SECTION B-B
SECTION C-C
INPLACE TH 58
SECTION C-C
PROPOSED TH 58
SECTION E-E
SECTION E-E
INPLACE CSAH 10
PROPOSED CSAH 10
1:6
14' 14'
10' 10'
1:6
TRUCK APRON TRUCK APRON
22'22'
CL
CL
PROPOSED RAMPS
INPLACE RAMPS
EAST & WEST ROUNDABOUTS
CL
CL
CLCL
170' ICD
NORTH SIDE SOUTH SIDE
1'-8"12'1'-8"
TRAIL SHLD THRU THRU SHLDBARRIER
49'-4"CL
BARRIER
6'11'11'6'
TH 58
0.01
2'-9"
15'
12' 12'
15'
2'-9"
0.01
TH 58
BERMMEDIAN
PAINTED
6'
EB TH 58WB TH 58
12'12'
8' 10' 12' 12' 10' VAR' 5'
WALK
0.02 0.020.04 0.02
TH 58
1:3
8' 6'
1'-6"
8'4'
1'-6"
0.02 0.02
0.04
4' 7'
0.02 0.02
13'
0.04
6'
1'-6"
VAR
1'-6"
VAR
6'
WALK
0.040.040.02
TRAIL
2' 2'
1:3
7.3'
SHLD
7.1'
SHLD
2.4'
CL
BERM
12'12'
1:3
6'
0.040.040.02
10'
TRAIL
2'
1:3
14'
RTL SHLD
6'
180TH AVE.
CL180TH AVE.
12'6' 6'12'
VAR
0.020.010.010.02
VAR
2'
THRU LANE THRU LANE
BERMSHLDTHRU LANETHRU LANESHLDBERM
SHLDSHLD
SHLD SHLD
THRU LANE THRU LANE
SHLD THRU LANE THRU LANE SHLD
B624B624
0.04 0.02 0.02
B424B424
0.02
B424B424
CL
CL
CSAH 10
CSAH 10
0.02
6'
SHLD
12'
THRU LANE THRU LANE
12' 6'
SHLD
0.020.010.01
VAR
1' 1'
VAR
1'-6"
1:4
0.040.020.020.04
1'-6"
SHLD
6' 12'
THRU LANE
12'
THRU LANE
6'
SHLD
CLNB TH 52 INP.CL
SB TH 52 INP.
CLNB TH 52 INP.CL
SB TH 52 INP.
UNDER BRIDGE
UNDER BRIDGE
INPLACE TH 52
PROPOSED TH 52
0.015 0.015
0.0150.015 0.015
0.015 0.015
1:41:4
1:4
2'
8"
0.04 0.04
0.025
CIRCULATORY PATH CIRCULATORY PATH
10.7'2'
SECTION F-F
CLCL
BERMMEDIAN
PAINTED
20'20' 6'
0.040.02
1:4
VAR.
THRU LANE THRU LANE
0.02
B424
WB 18TH STEB 18TH ST
BERM
6'
0.04
1:4
B424
VAR.
PROPOSED 18TH ST
3533
29 27 25
232119
17 15 13
1197
5 3
Island
Cr.PINEISLAND
11
11
11
1
11
60
MAZEPPA
Forest Mills
LenaEST. POP. 20
EST. POP. 70
55
55
43
43
27
2762
313 52
52
R 15 W
T 109
N
C O .
Pine
R.
River
Zumbro
Fork
Fork
River
135
7
9 11
13
15
17
19 21
2527
29
31 3335
10
10
1011
11
12
R 16 W
Branch Mid
dle
27
19 19
27
RoscoeEST POP. 40
R 17 W
135
79 11
1315
17
1921
23
252729
3133 35
12
1
1
11
1111
13
13
23
54
75
56
12
23
Bombay
SkybergEST. POP. 40
EST. POP. 20
12
12
19
13
5
79
11
131517
19 21 23
25
2729
3133 35
R I C
EC
O.
R 18 W
T 109
NT 110
N
13
5
7 9 11
131517
19 2123
252729
31 33
35
KENYON
Pearl
Cr.
North
Fork
Zum
bro
8
14
14
1444
44
44
44
13
5
7 9
11
13
15
17
19 2123
252729
31 33 35
1
1
30
30
AspelundEST.POP. 20
HaderEST.POP. 30
49
52
50
WANAMINGO
Shingle
Creek
River
135
7
9 11
1315
19 21
23
2527
29
31
33
35
7
7
6
6
68
ZUMBROTA
135
79
11
131517
1921 23
2527
29
3133 35
4
4
4
10
10
16 16
42
42
17
16
North
Br.
Trout
T 110
N
W
A
B
A
S
H
A
C
O.
13
5
7 911
1315
17
1921 23
252729
31 33 35
BelvidereMills
EST.POP. 20
BELLECHESTER
R 14 W
T 111 N
2
2
2
3
99
9
45
5
15
36
Clear
Cr.
Cr.
Cold
T 111 N
6
Hay
135
79 11
131517
1921
23
2729
31 33 35
25
4
9
58
Clay BankEST.POP. 10
Ryan
5252
GOODHUE
8
54
47
6
7
8
1
1
13
5
7 9 11
131517
19
2123
252729
31 33
8
8
7
9 9
47
Belle CreekEST. POP. 10
ButlerCr.
Can
non
WastedoEST. POP. 20
SognEST. POP. 30
135
7
9
11
1315
17
19 21 23
252729
31
33 35
1
1
9
14
14
56
56
52
13
5
7
9
11
131517
2123
252729
3133 35
WangsEST. POP. 20
Prairie
DENNISON
24
24
9
57
31
10
23
57
WP
WP
25
0.4
O.5
0.5
O.8
2.O
O.9
NO
RT
HE
RN
NA
TU
RA
LG
AS
CO.
G4''
5.2
5.0
2.0
8.9
0.5 0.5
0.6
0.4
7.2
4.9
NORTHERN
NO
RT
HE
RN
NATURAL
NA
TU
RA
L
GAS
COMPANY
CO
MP
AN
Y
G
AM
ERIC
AN
6''
10''
3''
8''
NG
NG
NG
NG
CO
1.0
1.6
3.8
4.9
GAS
4''
0.8
0.7
0.7
7.9
3.8 CO.
OIL
CO
NG
CO
7.3
0.6
LINE
PIP
E
BR
OT
HE
RS
CO
MP
AN
Y
NG
CO
11.3
Belle
11.7
12
17
11
1.4
Mid
Zumbro
1
Zumbro
Silver
Cr.
50
68
Fk.
R 18 W
24
R 17 W
25
R 16 W
R 15 W
4
3
R 14 W
28
LINE
30
30
4949
POP. 172
POP. 778
POP. 2,789
POP. 2,337
POP. 1,661
POP. 168 B E L V I D E R E
P I N E I S L A N D
Z U M B R O T A
G O O D H U E
B E L L E
C R E E K
M I N N E O L A
R O S C O EG R O V EC H E R R Y
K E N Y O N
H O L D E N
W A R S A W
L E O N
W A N A M I N G O
45
Creek
60
58
58
58
52
57
5857
60
50
57
60
56
60 60
246
246
246
56
56
56
59
59
35
Creek
1
POP. 1,007
White RockEST. POP. 60
2
48
48
Little
0.3
EST.POP.10
North
ISLANDPINE
O L M S T E D D O D G E C O.
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10' T
RAIL 1
:10
1:10
1:10
1:10
4' SHLD
6' SHLD
6' S
HL
D
12'
12'
6' S
HL
D
=63'
R
16'
11'
11'
22'
22'
22'
22'
18'
20.7'21.1'
20'
22.2'
21.2'
20'
14'
21.8'
22.7'
19.5'
20'
22'
6' S
HL
D
B6 CURB
10'TRAIL
DES SPECIAL
CONC C&G
14' TRUCK APRON
=116'
R
=150'
R
=300'
R
=110'
R
=10
5'
R
=80'
R
B424 C&G
B424 C&G
B424 C&G
B424 C&G
B424 C&G
B424 C&G
23.6'
29.9'
=95'R
=45'
R
11'
11'
10'
TR
AIL
1:10
1:10
1:10
6' S
HL
D6' S
HL
D
=63'
R
22'
22'
22'
22'
22'
22.2'
21.8'
22.4'
23.5'
22.3'
16'
20'
=110'
R
6'
WA
LK
10' WALK
DES SPECIAL
CONC C&G
B6 CURB
=182'
R
=74'
R
=110'
R
=480'
R
14' TRUCK APRON
B424 C&G
B424 C&G
B424 C&G
C&GB424
B424 C&G
B424 C&G
=52'
R
8'
TR
AIL
=130'
R
=65'
R
=230'R
=75'
R
27.5'
=25'
R
21'
22.3'
20'
20'
20'
20'
22.1'2
4.1'
28'
28'
B424 C&G
C&GB424
=180'
R
25.8'
17.8'
28.5'
20'
WB-
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LA
YO
UT
HIS
TO
RY
NOT TO SCALE
R , R , R1 2 3
FAST PATH
5
RIGHT TURNR , PHI
FAST PATHR , R , R1 2 3
5
RIGHT TURNR , PHI
DESIGN WB-62TURNING MOVEMENTS
INTERSECTION LEFT
DESIGN WB-62TURNING MOVEMENTSINTERSECTION RIGHT
DESIGN WB-62TURNING MOVEMENTS
INTERSECTION LEFT
DESIGN WB-62TURNING MOVEMENTSINTERSECTION RIGHT
1
1
1
2
2
2
3
3
1
1
1
1
2
2
2
2
3
3
3
5
5
5
5
5
5
LEGEND
PROPOSED CONCRETE TRUCK APRON
PROPOSED SHOULDER
PROPOSED VEGETATION AREA
PROPOSED ROADWAY
PROPOSED WALK
PROPOSED TRAIL
PROPOSED TEMPORARY EASEMENT
PROPOSED RAISED MEDIAN, CURB
CONSTRUCTION LIMITS
PARCEL BOUNDARY
MUNICIPAL BOUNDARY
ROADWAY REMOVAL
EXISTING RIGHT OF WAY
TH 52 / TH 58 (180TH ST)
CountyGoodhue
52
52
52
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
2038
Fro
m:
US
TH 52/
TH 58 Interchange
15
The traffic volu
mes sho
wn are
__________________________________
1140
2510-50
T6
A517
S.P.
T.H.
A.J.
PP
MS
Activit
y
Date:
estim
ate
d f
or year
20___
August 6
Pre
pare
d _____________
CITY OF ZUMBROTA
GOODHUE COUNTY
100
SCALE IN FEET
MINNESOTA
DE
PA
RT
ME
NT
OF TRANS
PO
RT
ATIO
N
GOODHUE COUNTY
CITY OF ZUMBROTA
LOCATIONPROJECT
LEGEND
LEGEND
60 (42)
42 (54)
95 (100)
365 (330)
360 (415)
63 (85)
95 (120)
20 (25)
54 (73)
148 (136
)
267 (259
)
25 (20)
ENTRY RAMP
NB US TH 52
EXIT R
AM
P
NB
US T
H 52
MN TH 58
18TH ST
(S.
MAIN
ST)
MN
TH
58
143 (273)
290 (4
84)
125 (120)29
0 (331)
MN TH 58 / US TH 52 EAST RAMPS
MN TH 58 / US TH 52 WEST RAMPS
CO
UN
TY 10 B
LV
D
EXIT R
AM
P
SB
US TH 52
ENTRY RAMP
SB US TH 52
MN TH 58
=127'R1
=73'R2
=258'R
=408'R
=601'R
3 =549'R3
5PHI = 26.4°
PHI = 24.6°
PHI = 25.6°
PHI = 21.3°
=179'R
=74'R
=73'R
=145'R
=177'R
=230'R
=376'R
=185'R
=376'R
=363'R
3
=174'R
=123'R
PHI = 31.2°
PHI = 24.8°
PHI = 25.3°
PHI = 26.7°
ENTRY RAMP
NB US TH 52
(S.
MAIN
ST)
MN
TH
58
18TH ST
EXIT R
AM
P
NB
US T
H 52
MN TH 58
ENTRY RAMP
NB US TH 52
(S.
MAIN
ST)
MN
TH
58
18TH ST
EXIT R
AM
P
NB
US T
H 52
MN TH 58
ENTRY RAMP
NB US TH 52
(S.
MAIN
ST)
MN
TH
58
18TH ST
EXIT R
AM
P
NB
US T
H 52
MN TH 58
ENTRY RAMP
NB US TH 52
(S.
MAIN
ST)
MN
TH
58
18TH ST
EXIT R
AM
P
NB
US T
H 52M
N TH 58
=142'R
CO
UN
TY 10 B
LV
D
EXIT R
AM
P
SB
US TH 52
ENTRY RAMP
SB US TH 52
(180T
H
ST)
MN
TH
58
MN TH 58
ENTRY RAMP
SB US TH 52
EXIT R
AM
P
SB
US TH 52
CO
UN
TY 10 B
LV
D
ENTRY RAMP
SB US TH 52
EXIT R
AM
P
SB
US TH 52
CO
UN
TY 10 B
LV
D
ENTRY RAMP
SB US TH 52
EXIT R
AM
P
SB
US TH 52
CO
UN
TY 10 B
LV
D
(180T
H
ST)
MN
TH
58
MN TH 58
(180T
H
ST)
MN
TH
58
MN TH 58
(180T
H
ST)
MN
TH
58
MN TH 58
50
SCALE IN FEET
100
SCALE IN FEET
100
SCALE IN FEET
100
SCALE IN FEET
100
SCALE IN FEET
50
SCALE IN FEET
100
SCALE IN FEET
100
SCALE IN FEET
100
SCALE IN FEET
100
SCALE IN FEET
10 (55)
12 (15)
51 (103)
10 (60)
10 (13)
55 (107)
55 (69)
75 (55)
23 (26)
87 (123)
37 (49)
33 (26
61 (110
)
3 (1)
0 (0)
55 (101)
28 (57)
270 (29
6)
30 (60)
640 (618)
120 (77)
80 (75)
232 (296)
2 (1)25 (16)13 (12)
0 (0)75 (50
)20 (15)
58 (76)
32 (39)
2 (3)
27 (42)
30 (40)
16 (24)
3 (6)
1A
LA
YO
UT
No.
SE
H Inc.
T.H. 58
IN
ZU
MB
RO
TA,
MN
FR
OM
650'
SW
OF
US
TH 52
TO 610'
NE
OF
US
TH 52
=148'R
Re
quir
em
ents.
* Preli
min
ary
Co
nstructio
n
Limit
s do
not
Refle
ct
Te
mporary
Co
nstructio
n or
Co
nstructio
n
Stagin
g
* Pe
destria
n acco
mm
odatio
ns
must
meet
AD
A/
PR
OW
AG re
quir
em
ents.
*
Desig
n
Spee
d of
TH 58 is 30
MP
H
*
Desig
n
Spee
d of
TH 52 is 70
MP
H
Lay
out
Notes
*
There are
no
desig
n e
xce
ptio
ns associate
d
wit
h this project.
Desig
n
Exce
ptio
ns
DESIGN WB-62THRU MOVEMENTS
INTERSECTION
ENTRY RAMP
NB US TH 52
EXIT R
AM
P
NB
US T
H 52
(S.
MAIN
ST)
MN
TH
58
18TH ST
DESIGN WB-62THRU MOVEMENTS
INTERSECTION
100
SCALE IN FEET
ENTRY RAMP
SB US TH 52
EXIT R
AM
P
SB
US TH 52
CO
UN
TY 10 B
LV
D
(180T
H
ST)
MN
TH
58
US
TH 52 _
_________________________________
Traffic
Forecastin
g
Me
morandu
m
58
52
52
PEAK HOUR VOLUMES2015 PROJECTED AM (PM)
PEAK HOUR VOLUMES2035 PROJECTED AM (PM)
PEAK HOUR VOLUMES2015 PROJECTED AM (PM)
PEAK HOUR VOLUMES2035 PROJECTED AM (PM)
US TH 52 / MN TH 58 (S. MAIN ST)
100
SCALE IN FEET
By
100
Pre
pare
d
Scale:
Hor. 1 IN
= F
T
S:\
KO\
M\
Mnt06\133701\4-preli
m-dsgn-rpts\cadd\la
yo
ut\
P251050_lyt.d
gn
VICINIT
Y
OF
DESIG
N
FIL
E:
DA
TE:
MN TH 58
SECTION LINE
MN TH 58
EXISTING EASEMENT
=68'R
=85'R
=140'R
=206'R
=70'R
=90'R
=186'R
=137'R
=100'R
=67'R
=161'R
May
9, 2016
5-11-2016
5/11/2016
Staff
Distrib
utio
n
-
May
2016 -
Lay
out 1A appro
ve
d
May
11, 2016 and sub
mitte
d f
or
Fin
al Distrib
utio
n.
the
3% grade
not bein
g able to
get upto acce
ptable
mergin
g spee
d.
-
May
2016 - Increase
d
Ra
mp
D parallel accel le
ngth to
1500' due to co
ncern o
ver large trucks goin
g up
These changes result
ed in
Lay
out 1A. L
ay
out 1A sub
mitte
d f
or
Appro
val April 1, 2016
Re
duce
d the e
ntry
width o
n
Ra
mp
C, 18th
St
&
WB
TH 58.
Re
duce
d
Ra
mp
D parallel accel le
ngth fro
m
1000' to
800'.
-
March 2016 -
Min
or co
mm
ents receie
ve
d fro
m
GD
SU in
clu
de
d the f
ollo
win
g adjust
me
nts:
-
Lay
out 1 se
nt to
GD
SU after
District co
mm
ents
were addresse
d.
Other
mis
c la
beling additio
ns.
Change curb fro
m
B624 to
B424.
Min
or co
mm
ents receiv
ed fro
m
District 6 in
clu
de
d the f
ollo
win
g:
- January
2016 -
Lay
out 1 Sub
mitte
d to
Mn
DO
T
District 6 and
GD
SU f
or re
vie
w.
ve
hicle
s and a sche
dule
d
TH 52 o
verla
y
project.
District staff re
queste
d a 16'-
9"
min. vertic
al cle
arance
under the
ne
w
brid
ge to allo
w f
or
OS
OW
Jefferso
n
Street and the co
mm
ercial access
west of
CR 10.
interchange.
A ne
w trail will be in
clu
de
d as part of the
project o
n the
north sid
e
of
TH 58; bet
wee
n
Co
ncern has bee
n rais
ed abo
ut safety, and pe
destria
n and bic
yclist access to
pla
ces so
uth of the
decisio
n
was base
d o
n safety and o
peratio
nal perf
or
mance.
CR 10 and 17th
Street to
be
bro
ught into the intersectio
n
wit
h a 5-le
g ro
undabo
ut desig
n. T
his
end of the
brid
ge.
The ro
undabo
ut intersectio
n desig
n allo
ws f
or the clo
sely space
d intersectio
ns of
at both ra
mp ter
min
als. T
he
preferre
d alt
ernativ
e in
clu
des the im
ple
me
ntatio
n a ro
undabo
ut at each
The
project
will reco
nstruct the e
xistin
g dia
mo
nd interchange
wit
h ro
undabo
ut intersectio
n co
ntrol
will occur as part of this project.
address grade changes and brin
g the
desig
n up to curre
nt standard.
No
mainline
US 52 co
nstructio
n
US 52. A
s part of the
project, all f
our ra
mp co
nnectio
ns
wit
h
US 52
will be reco
nstructe
d to
co
ntain
wid
er sho
uld
ers, im
pro
ve
d bic
ycle and pe
destria
n
mo
bilit
y, and im
pro
ve
d ve
hicle cle
arance f
or
to the east and
west of the interchange
were in
clu
de
d in the
project. T
he
ne
w
brid
ge
wo
uld
Brid
ge
over
US 52 in
Zu
mbrota,
MN. B
oth of the ra
mp ter
min
als and the t
wo
nearest intersectio
ns
The
Min
nesota
De
part
me
nt of
Transportatio
n (M
nD
OT) is in the
desig
n phase
of re
pla
cin
g the
TH 58
Purpose and
Nee
d
0.01 0.01
CURBB6
CURBB6
C&GB424
VAR.
C&GB424
VAR.
0.020.020.020.02
0.010.01
12' 12'
84'
INP. THRU INP. THRU INP. SHLDSHLD
CLEARANCE
15'-0" MIN.
11'-9"
1:1.
65
0.040.04
3'24'-6"
0.01 0.01
12'12'
INP. THRUINP. THRUINP. SHLD SHLD
11'-9"
1:1.65
0.04 0.04
3' 24'-6"
0.010.01
12' 12'
84'
INP. THRU INP. THRU INP. SHLD
11'-9"
0.040.040.01 0.01
12'12'
INP. THRUINP. THRUINP. SHLD
0.04 0.04
1:2
1:10
30' CLEARZONE
11'-9"
1:2
1:10
30' CLEARZONE
14'-2.5"
2.5' 2.5'
2.5'
SHLD
3' 2.5' 3'
SHLD
24'-6" 24'-6"
0.015
SPECIAL
DESIGN
CONC C&G
SPECIAL
DESIGN
CONC C&G
0.04 0.04
ACHIEVED
CLEARANCE
17'-1" MIN.
ACHIEVED
CLEARANCE
16'-9" MIN.
MINNESOTA
58
MINNESOTA
58
MIN
NES
OT
A
58
11'
11'
10'
TR
AI
L
10'
TR
AI
L
SPEED
EX
MPH
SPEED
DESIG
N
MPH
6570
2015 ADT = 21,600
2038 ADT = 28,300
SPEED
EX
MPH
SPEED
DESIG
N
MPH
6570 2015 A
DT = 21,600
2038 ADT = 28,300
SPEED
EX
MPH
SPEED
DESIGN
MPH
30 302015 ADT = 14,100
2038 ADT = 20,100
180TH AVE
30 30SPEED
EX
MPH
SPEED
DESIGN
MPH
180T
H A
VE
22ND S
TREET
ROSCO
E AVE
JEFFERSON DR
WE
ST A
VE
D
D
D
D
600'
ACCEL. L
ANE
1:25
1:25
1:15
1:15
US TH 52
US TH 52
US TH 58 / S. MAIN ST.
S.
MAIN S
TT
H 5
8
12'
12'
6'
SH
LD
=20'
R
=3'
R
1:10
18'
14'
X
SH
LD
6'
=2865'
R
=1910'
R
=192'R
=65'R
=500'R
=192'R
=120'R
=2865'R
=1910'R
=1000'R
=400'R
=120'R
=152'R
=100'R
=200'R
=120'R
=120'R
=573.2'R
=350'R
=150'R
=80'R
=1000'R
=592'R
=180'R
=155'R
=65'R
CO
UNTY 10 B
LV
D
10' S
HL
D
10' S
HL
D
10' S
HL
D
10' S
HL
D
6' S
HLD
6' S
HLD
6' SHLD
4' S
HLD
6' S
HLD
8'8'
1:10
1:10
6' S
HLD
12'
1:50
6' SHLD
8'
4' SHLD
8'
1:10
1:10
1:10
1:10
4' SHLD
8'
6' SHLD
8'
1:50
6' S
HLD
6' S
HLD8'
4' S
HL
D8'
6' S
HL
D
12'
12'
6' S
HL
D
10'
TR
AI
L
6' S
HL
D
6' S
HL
D
A A
E
E
+08.0
+09.7
+19.6
+19.6
+19.6
+66.5
+25.6
+65.6
+25.6
+45.6
+12.7
+92.7
1:10
+12.7+72.7
1:10
+13.7
+33.7
+30.7
+10.7
+90.7
+30.7
+68.1
+1
2.
1
1:1
0
1:1
0
1:7
+6
5.1
+05.1
BASIN
INFILTRATION
35'
14'
29'
16'
EX. BR. #9661
NEW BR. NO. 25037
=150'R
=72'R
IN
P. 12'
IN
P. 12'
IN
P. 6'
SH
LD
IN
P. 6'
SH
LD
INP. 6' S
HL
DINP. 1
2'
INP. 1
2'
INP. 6' S
HL
D
IN
P. 12'
IN
P. 12'
IN
P. 10'
SH
LD
IN
P. 10'
SH
LD
INP. 10' S
HLD
INP. 10' S
HLD
INP. 10' S
HLD
14'x
40'
RT
L
EB
TH
58
ST
A. 2
5+
19.
9
SP
251
0-
50 (
TH
58)
BE
GI
N
CO
NS
TR
UC
TI
ON
EB TH 58 STA. 40+43.5
SP 2510-50 (TH 58)
END CONSTRUCTION
EX 10' S
HLD
EX 10' S
HLD
NO
R
PA KCURT '41
(CHA:RAMPB)
{ RAMP B
(CHA:RAMPC)
{ RAMP C
(CHA:RAMPA)
{ RAMP A
(CHA:RAMPD)
{ RAMP D
(CHA:TH52NBINP)
{ N.B. T.H. 52
(CHA:TH52SBINP)
{ S.B. T.H. 52
(CHA:SBCR10)
{ SB CR 10
(CHA:NBCR10)
{ NB CR 10
(CHA:WBTH58_W)
{ WB TH 58(W)
(CHA:EBTH58
{ EB TH 58
(CHA:W-CID)
{ W-CID
(CHA:WBTH58 E)
{ WB TH 58(E)
(CHA:EBTH58)
{ EB TH 58
(CHA:WBTH58 E)
{ WB TH 58(E)
(CHA:E-CID)
{ E-CID
(CHA:EB18TH)
{ EB 18TH ST
(CHA:WB18TH)
{ WB 18TH ST
EX 12' T
HRU LA
NE
EX 12' T
HRU LA
NE
EX 12' T
HRU LA
NE
EX 12' T
HRU LA
NE
EX 3' S
HLDEX 3' S
HLD
NO
R
PA KCURT '41
12' T
RAIL
B6 CURB
B424 C&G
B424 C&G
B424 C&G
B424 C&G
B424 C&G
B424 C&G
B424 C&G
B6 CURB
B424 C&G
B424 C&G
B424 C&G
DES SPECIALCONC C&G
DES SPECIALCONC C&G
C&GB424
10'
WALK
B
B
C C
D
D
D
D
NB T
H 52 ST
A. 1141+19.6
BE
GI
N C
ONSTR
UCTI
ON
SB T
H 52 ST
A. 1145+11.5
BE
GI
N C
ONSTR
UCTI
ON
NB T
H 52 ST
A. 1175+64.7
EN
D C
ONSTR
UCTI
ON
SB T
H 52 ST
A. 1190+08.0
EN
D C
ONSTR
UCTI
ON
=30'
R
+80.5
+73.8
+5
3.
8
+5
0.
5
=13.5'
R =10'
R
B624 C&G
10'TRAIL
6'
BE
RM
=45'R
=35'R
=100'R
B424 C&G
B424 C&G
+13.7
+07.7
+47.7
+08.1
+08.0
=102'R
=11'
R 8'
TR
AI
L
6'
WA
LK
=120'R
STREET
18TH
=25'
R
=25'
R
28'
20'
20'
20'
20'
21'
24.1'
22.1'
28'
WB 18TH ST STA. 120+31.1
BEGIN CONSTRUCTION
24'
F
F
SB CR
10 S
TA. 1
01+5
9.1
BEGIN
CONSTRUCTION
=100'R
1500'
ACCEL. L
ANE
10' S
HLD