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LC
THRU
12.0'
GRADE
PROFILE
2.0%4.0% 2.0%
12.0'
LT. TURN THRU
12.0'
2.0%
BLVD
10.0'
BLVDSHLD
14.0'
RT. TURN
TYPICAL A-A
2.0%
B624 C&GB624 C&G
1.5%
WALK
5.0'5.0'
LC
THRU
GRADE
PROFILE
2.0% 2.0%
12.0'
LT. TURN THRU
12.0'
2.0%
TYPICAL B-B
2.0%
13.0'
B624 C&GB624 C&G
RT. TURN
LC
12.0'
GRADE
PROFILE
MEDIANTHRU
LC
GRADE
PROFILE
14.0'
LT. TURNTHRU
14.0'
THRU
12.0'12.0' VAR.
VAR.
RT. TURN SHLD
10.0'
TYPICAL C-C
LC
THRU
12.0'
2.0%2.0% 2.0%
12.0'
LT. TURN THRU
12.0'
2.0%
14.0'
TYPICAL D-D
2.0%
14.0'
B624 C&GB624 C&G
1.5%
RT. TURN
GRADE
PROFILE 6.0'
VAR.
GORE
2.0%
SHLD
LC
12.0'
WALK
5.0'
DRIVE APRON
2.0%
B624 C&G
2.0%2.0%2.0%
B624 C&GB624 C&G
2.0%2.0%4.0%
BLVD
10.0'
SHLD
4.0%
10.0'
B624 C&G
1.5%
US 212
US 212
2.0%
2.0%
PROPOSED US 212
PROPOSED US 212
N.B. TH 23S.B. TH 23
PROPOSED TH 23
S.B. TH 23 N.B. TH 23
BLVD
4.0%
18.0'
1.5%
WALK
5.0'
PROPOSED GRANITE ST
4.0%
BLVD
1.5%
WALK
5.0' VAR.
BLVD
4.0% 1.5%
WALK
5.0'2.0'
VAR (1:4)
(OR FLATTER)
5.0'5.0'
WALK
11.0'
RT. TURN
VAR.
VAR.
BLVDPAVER
14.0'
TRAFFIC
CL
CL
880
890
900
91050 MPH HSD
719+00 720+00 720+00 721+00 722+00 723+00 724+00719+00 720+00 720+00 721+00 722+00 723+00 724+00
(TOP FINISHED SURFACE)
PROFILE GRADE AT - {
EXISTING GROUND LINE
GPK PROFILE: PTH212GPK ALIGNMENT: INP212DESIGN SPEED: 35 MPH
BE
GI
N
CO
NS
TR
UC
TI
ON
EL
EV 9
01.
09
6S
TA
71
9+
50.
09
0
EL
EV
90
3.0
50
ST
A
72
4+
14.
78
0
EN
D
CO
NS
TR
UC
TI
ON
VPI
72
1+
55.
46
0
EL
EV
89
9.
67
9
-0.69%
+1.30%
200.00' VC
K = 101
M = 0.50'
EL
EV
90
0.
98
VP
T
72
2+
55.
46
EL
EV
90
0.
37
VP
C
72
0+
55.
46
ELEV 900.13
721+24.81
LOW POINT
US 212
S.B. TH 23
N.B. TH 23EXISTING GROUND LINE
(TOP FINISHED SURFACE)
PROFILE GRADE AT - {
TRAFFIC
CL
880
890
900
910
920
1197+00 1198+00 1199+00 1200+00 1201+00 1202+00 1203+00 1204+00 1205+001197+00 1198+00 1199+00 1200+00 1201+00 1202+00 1203+00 1204+00 1205+00
EQ
UA
TI
ON:
BK
11
98
+3
2.
16
=
AH
11
98
+3
1.
85
VPI
12
01
+8
5.
66
0
EL
EV
90
0.
38
2
100.00' VC
K = 585
VPI
12
02
+9
2.
41
0
EL
EV
89
9.
83
7
VPI
12
03
+2
9.
45
0
EL
EV
90
0.
10
0
VPI
12
03
+5
3.
74
0
EL
EV
90
0.
02
7
+0.50%
VPI
12
04
+2
7.
74
2
EL
EV
90
0.
39
7
+0.74%
100.00' VC
K = 417
M = 0.03'
EL
EV
90
0.
15
VP
C
12
03
+7
7.
74
EL
EV
90
0.
77
VP
T
12
04
+7
7.
74
M = -0.02'
65 MPH SSD
-0.34%
EX. BRIDGE NO. 87007
(TOP FINISHED SURFACE)
PROFILE GRADE AT - {
EXISTING GROUND LINE
> 75 MPH HSD
1191+00 1192+00 1193+00 1194+00 1195+00 1196+001190+001189+001188+00
GPK PROFILE: PNB23GPK ALIGNMENT: NB23
DESIGN SPEED: 40 MPH
0°48'00" CURVE RT.
L = 391.61L = 5,834.90
5°45'00" CURVE LT.
EN
D
CO
NS
TR
UC
TI
ON
EL
EV
90
1.
59
7S
TA
12
05
+8
9.
88
0
-0.02%
-0.34%
VPI
12
02
+9
2.
41
0
EL
EV
89
9.
83
7
-0.51% +0.71%
EL
EV
90
0.
55
VP
C
12
01
+3
5.
66
EL
EV
90
0.
13
VP
T
12
02
+3
5.
66
1187+00
UBOL RECONSTRUCT
BE
GI
N
RE
CO
NS
TR
UC
TI
ON
EL
EV
90
4.
91
0S
TA
11
87
+0
0.
00
0
US 212
N.B. TH 23
VPI
11
88
+6
5.
50
0
EL
EV
90
4.
87
2
300.00' VC
K = 940
EL
EV
90
4.
36
VP
T
11
90
+1
5.
50
EL
EV
90
4.
90
VP
C
11
87
+1
5.
50
M = -0.12'
> 75 MPH SSD
EXISTING GROUND LINE(TOP FINISHED SURFACE)
PROFILE GRADE AT - {
TRAFFIC
CL
880
890
900
910
920
930
940
1197+00 1198+00 1199+00 1200+00 1201+00 1202+00 1203+00 1204+00 1205+00 1206+00
EQ
UA
TI
ON:
BK
1198
+89.
67
=
AH
1198
+89.
56
VPI
1203
+71.
882
EL
EV
899.
992
VPI
1204
+02.
320
EL
EV
900.
150
VPI
1204
+26.
202
EL
EV
899.
987
+0.35%
VPI
1204
+99.
999
EL
EV
900.
246
100.00' VC
K = 165
M = 0.08'
VPI
1206
+00.
000
EL
EV
901.
201
+0.95% +0.74%
100.00' VC
K = 465
EL
EV
900.
07
VP
C
1204
+50.
00
EL
EV
900.
72
VP
T
1205
+50.
00
EL
EV
900.
72
VP
C
1205
+50.
00
EL
EV
901.
57
VP
T
1206
+50.
00
M = -0.03'
1191+00 1192+00 1193+00 1194+00 1195+00 1196+00
-0.35%
EX. BRIDGE NO. 87007
65 MPH HSD
> 75 MPH SSD
EXISTING GROUND LINE
(TOP FINISHED SURFACE)
PROFILE GRADE AT - {
1190+001189+001188+00
VPI
1190
+06.
192
EL
EV
904.
771
-0.10%
GPK PROFILE: PSB23GPK ALIGNMENT: SB23
DESIGN SPEED: 40 MPH
0°45'00" CURVE RT.
L = 747.81L = 6,223.81
3°00'00" CURVE LT.
EN
D
CO
NS
TR
UC
TI
ON
EL
EV
901.
588
ST
A
1206
+52.
280
-0.10%
-0.35%
UBOL RECONSTRUCT
BE
GI
N
RE
CO
NS
TR
UC
TI
ON
EL
EV
905.
006
ST
A
1187
+75.
000
US 212
S.B. TH 23
1187+00
300.00' VC
K = 1208
EL
EV
904.
92
VP
C
1188
+56.
19
EL
EV
904.
25
VP
T
1191
+56.
19
M = -0.09'
> 75 MPH SSD
GPGP
GP
GP
GP
GP
GP
T
GP
GPG
PG
PG
P
T
GP
GP
GP
GP
GP
GP
GP
GP G
P GP
GP
GP
GP
M
M
M
MM
M
MM
M
M
7
9
81
7
9
8
2
7
9
8
37
9
8
4 M
M
M
U
M
M
M
M
M
M
M 8
1
8
7
M
M
M
M
M
DI
M
M
710
715
720
721
725
1180
1185
1189
1195
1200
1203
1185
1190
1195
1200
1204
1207
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
ROADWAYS (INCLUDING TURN LANES)
RAISED MEDIAN & CURBS
PRELIMINARY CONSTRUCTION LIMITS
EXISTING R/W
EXISTING CONTROLLED ACCESS
GRAVEL SHOULDERS
GRAVEL ENTRANCES/DRIVEWAYS
BRIDGE/CULVERT
GRAVEL SHOULDERS
GRAVEL ENTRANCES/DRIVEWAYS
BRIDGE/CULVERT
Lake
Yellow
LoneTreeLake
Creek
LakeWood
Hazel
Creek
Hazel
Creek
Tyson
CottonwoodLake
Lone reeTLake
ShamLake
CottonwoodLake
35
35
35
35
33
33
33
31
31
3131
33
25
2527
27
27
27
29
29
29
29
23
23
23
21
21
21
19
1919
13
15
1517
17
17
11
11
11
9
9
9
7
7
7
1
3
3
3
5
5
5
23
23
212119
1315
15
17
17
11
119
97
1355
3533 31
2527
2929
R 39 W
R 40 W
P O S E N
W O O D L A K E
S A N D N E S
M I N N E S O T A
F A L L S
GRANITEFALLS
WILDLIFE
AREA
274
274
23
23
6
6
6
2
2
2
43
43
43
18
18
18
3
1
A6
A8
C1
C1
26
67
67
67
274
23
23212
34
34
17
1717
3
43
C3B4
B4
B3
B3
B3
B1B1
B2
B2
WOODLAKE
HANLEYFALLS
HAZELRUN
4
5
44°35'
40'
40
9
11.6
6"
6"
8"
8"
1.2
2.0
3A
39
39
39
22
44
I.S.
Minnesota
CP
8"
8.0
NORT
HER
N
NA
TU
RA
L
NG
4"
4"
6"
0.5
A7
A7
3
To Jct. T.H. 23
To Cottonwood
10
A9
A90.2
4.5
8"
To
Cotto
nw
ood
CO
HANLEY FALLS
GAME REFUGE
.
15NG
GAS
COMPANY
NG
43
PIP
ELI
NE
3
2
5
5
To Jct. T.H.7
To Renville
5
54
4
3
3
R
UPPER SIOUX
INDIANRESERVATION
A
CO
WIL
LIA
MS
BR
OT
HE
RS
CO
MP
ANY
GRANITE
FALLSMUNICIPAL
AIRPORT
CO
NO
RT
HE
RN
NAT
UR
AL
GAS
6.7
3
I.S.
4
.
CO.
41
C4
2
0.1
40
38
BN
SF
Rail
way
VOLSTEAD
HISTORIC
SITE
POP. 63
POP. 304
POP. 2,897
POP. 439
530th
520th
540th
ST.
ST.
ST.
ST.
ST.
500th
510th
490th
480th
ST.
ST.
AVE.
AVE.
AVE.
285TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
250TH
240TH
230TH
220TH
210TH
200TH
190TH
220TH
210TH
150TH
160TH
AVE.
AVE.
140TH
130TH
120TH
AVE.
6.2
35
65
5
12
24
F.A.I.
34
N.F.H.
N.F.D.
I.S.
S.F.R.
S.P.R.
3
ARCH . . . . . . . . . . . . . . . . . . . . . . . . . . .
18
207
R
M
INNESOT
A
GR
EA
TRIVER
RO
AD
8
. . . . . . . . . . . . .
. . . .
WP
R
SL
A
M
. . .
. . . . . . . . . . . . .
53
1
7
911
13
1517
19 21
23
C O.
R 40 W
95°40'
To Granite Falls
To Jct. T.H. 6
7
ED
IC
IN
EC
O.
44°35'
OW
M
24 26
NG
CO
MP
AN
Y
75
2
73
CO
24L U C A S2
2"
N.N.G. CO.
10
WILD-
LIFE
AREA
75
2.1
9
75
2
COTTON-
CO
MP
AN
Y
10
73
WILDLIFE
AREA
8"
32
9
40 23
10
75
1
To Echo
WILD-
LIFE
AREA
WILD-
LIFEAREA
32
4"
Hanle
y F
alls
Railway
WOODPOP. 1,212
23
23
4203-50
DESIG
N
FIL
E:
P420350_
Lo
2.d
gn
18
0.1
MIL
ES
N.
OF
CS
AH 24
TO J
CT.
US 212 (G
RA
NIT
E F
AL
LS)
LEGEND
OBLIBERATE ROADWAY
Index Map
BEGIN PROJECTRP. 85+00.759 STA. 23+67.07
END PROJECTRP. 103+00.364
A ADA RAMP LOCATION
4. TH 23 AND US 212 ARE NOT A HOUSE MOVING ROUTES.
3. TH 23 AND US 212 ARE OSOW SUPER LOAD CORRIDORS.
2. NO DESIGN EXCEPTIONS.
1. ALL PEDESTRIAN FACILITIES ARE TO MEET ADA/PROWAG REQUIREMENTS.
NOTES:
A
A
A
A
A
2000 100
SCALE IN FEET
40
P / 31A
110
P / 102
A
92P / 76A
XXP = P.M. PEAK VOLUME
XXA = A.M. PEAK VOLUME
TRAFFIC VOLUME
YEAR 2017 PEAK HOUR
US 212/
TH 23
GRANITE ST.
TH 23
US 212
60
A / 94P
65A / 99P
62A / 114P
46A / 54P
112P / 94
A
117P / 101A
142P / 93A
83
A / 143P
67
A / 89P
45P / 35
A
135P / 125
A
XXP = P.M. PEAK VOLUME
XXA = A.M. PEAK VOLUME
TRAFFIC VOLUME
YEAR 2040 PEAK HOUR
US 212/
TH 23
GRANITE ST.
TH 23
US 212
90
A / 145P
65A / 100P
70A / 125P
50A / 60P130P / 110A
90
A / 160
P
65
A / 90
P120
P / 100
A
175P / 115A
140P / 115A
A
CONCRETE SIDEWALK
CO
TT
ON
WO
OD
MIN
NES
OT
A
PROPOSED SIGNAL
A
A
A
A
A A
PAVED SHOULDERS
Pro
gra
mm
ed
Lettin
g
Date
01-24-2020
Le
vel 2
LA
YO
UT
AP
PR
OV
AL
Pre
pare
d
By
20
20
20
Re
vie
we
d
By
Appro
ve
d
By
Transportatio
n
District
Engin
eer
District
Traffic
En
gin
eer
SR
F
CO
NS
UL
TIN
G
GR
OU
P, IN
C.
DESIG
N
FIL
E:
DA
TE:
DA
TE:
Co
py
To:
For:
11
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
__________________________________
By
FR
OM
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.
Pre
pare
d
Date:
estim
ate
d f
or year
Co
py
To:
For:
11
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
__________________________________
By
FR
OM
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.
Pre
pare
d
Date:
estim
ate
d f
or year
VICINIT
Y
OF
2037
Pre
pare
d
Dec. 2014 (F
8-14)
Scale:
As
Note
d20
2037
Pre
pare
d
Dec. 2014 (F
8-14)
Scale:
As
Note
d20
DA
TE:
LI
C.
NO.:
EN
GR.:
TH
E
LA
WS
OF
TH
E
ST
AT
E
OF
MIN
NE
SO
TA.
SU
PE
RVISIO
N
AN
D
TH
AT I A
M
A
DU
LY
LIC
EN
SE
D
PR
OF
ES
SIO
NA
L
EN
GIN
EE
R
UN
DE
R
I H
ER
EB
Y
CE
RTIF
Y
TH
AT
THIS
LA
YO
UT
WA
S
PR
EP
AR
ED
BY
ME
OR
UN
DE
R
MY
DIR
EC
T
STA. 1206+52.28
PURPOSE & NEED AND LAYOUT HISTORY
District
Desig
n or
Preli
min
ary
Desig
n
En
gin
eer
MA
RC
H
MA
RC
H 2017
54
70
0
T81377
1140
A
A
03/
02/
18
Granite Street intersection from the Cenex property.
*Note: A temporary easement will be required for the ADA ramps at the 13th Avenue and
- Added anticipated temporary easement limits at the 13th Avenue and Granite Street intersection
- Revised the EB TH 212 west intersection approach lane dimensions to match existing conditions
comments- Updated pedestrian crossings at the TH 212 / TH 23 intersection per Central Office ADA
TH 23 / TH 212 intersection to include a 10' boulevard
- Revised the sidewalk configuration on the east side of TH 23 from the bridge to the
- Modified intersection geometrics at CR 39 / TH 67 intersection to match existing conditions
- Extended the reconstruction of TH 23 SB to match up with TH 23 NB reconstruction limit
Updated the layout per MnDOT comments received. Changes to the layout include:
March 2018
vehicles. movements and maintain a 4' separation for concurrent left turns of WB-62 design
intersection was designed to accommodate a WB-67 design vehicle for right turn
Layout developed based on the preferred alternative identified in the ICE report. The
December 2017
The ICE report identified alternative #4 as the preferred alternative.
thru lane.Same as Alternative 1 except for minor changes including a single southbound4.Single-lane roundabout with northbound-to-eastbound right turn bypass lane.3.would remain.Same as Alternative 1 except the southbound-to-westbound channelized right-turn2.left-turn phasing for the northbound and southbound left-turns.
lane (retaining only one thru lane), add southbound exclusive left turn and install
southbound-to-westbound channelized right-turn, remove second northbound thru
Signal control and modification to intersection geometry to remove1.Four intersection alternatives were investigated:An Intersection control evaluation report was completed for the TH 212 and TH 23 intersection.
November 2017
maintenance costs, update guardrails, and add left turn lanes to improve safety.
This project is to regain the long term pavement strength, improve the ride, reduce
WB-67
AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67
AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67
AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
55
Meter
Win
d
Bla
de
NL
Wis
DOT OS
OW (U
S)
(c) 2018 Transoft Solutions, Inc. All rights reserved.
55 Meter Wind Blade NLWisDOT OSOW (US)
(c) 2018 Transoft Solutions, Inc. All rights reserved.
WB-62AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011
(US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-62
AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved. WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
WB-
67
AAS
HTO 2011 (U
S)
(c) 2017 Transoft Solutions, Inc. All rights reserved.
1000 50
SCALE IN FEET
1000 50
SCALE IN FEET
WB-67 TURNING MOVEMENTSTH 23 AND TH 67
US 212
GRANITE ST
TH 23
US 212
TH 23
TH 23
TH 67
CR 39
TURNING MOVEMENTSWB-62, WB-67, AND OSOW
TH 23 AND US 212
Steering Angle
Lock to Lock Time
Articulating Angle
WB-67
Trailer Track
Tractor Track
Trailer Width
Tractor Width
19.504.00
feet
8.50
8.50:
8.00
8.00
:
:
:
0.00
3.00 45.50
15.00 53.00
:
:
:6.0
28.4
75.0
Steering Angle
Lock to Lock Time
Articulating Angle
WB-62
Trailer Track
Tractor Track
Trailer Width
Tractor Width
19.504.00
feet
8.50
8.50:
8.00
8.00
:
:
:
0.00
2.50 41.00
15.00 48.00
:
:
:6.0
28.4
70.0
:
:
:
:
:
:
Articulating Angle
Lock to Lock Time
Steering Angle
Tractor Track
Trailer Width
Tractor Width
10.00
2.50 19.25
130.50
1.75
8.50
3.00
8.00
12.0
40.0
90.0
:Trailor Track 8.00
2.00
187.50
55 Meter Wind Blade NL
feet
Steering Angle
Lock to Lock Time
Articulating Angle
WB-67
Trailer Track
Tractor Track
Trailer Width
Tractor Width
19.504.00
feet
8.50
8.50:
8.00
8.00
:
:
:
0.00
3.00 45.50
15.00 53.00
:
:
:6.0
28.4
75.0
GRANITE ST
13
TH
AV
E
TH 23
US 212/
TH 23
US 212
12' THRU
14' RT. TURN
12' THRU
11'
TH
RU
12'
X 95'
LT.
TU
RN
12'
TH
RU
12'
X 290'
LT.
TU
RN
12'
TH
RU
12'
TH
RU
1:10
EX. R/W
EX. R/W
EX. ACCESS CONTROL
SP
EE
DLI
MI
T
30
SP
EE
D
PO
ST
ED
EXI
STI
NG
SP
EE
D
DE
SI
GN
SPEEDLIMIT
35SPEEDLIMIT
40
SPEED
POSTED
EXISTING
SPEED
DESIGN
SPEEDLIMIT
35SPEEDLIMIT
40
SPEED
POSTED
EXISTING
SPEED
DESIGN
SP
EE
D
LI
MI
T
30
SP
EE
D
LI
MI
T
30
SP
EE
D
PO
ST
ED
EXI
STI
NG
SP
EE
D
DE
SI
GN
5' WALK
5' WALK
C
C
A
A
B
B
DD
7' WALK
10' SHOULDER
MI
NNES
OT
A RI
VER
10' SHOULDER
1:15
14'
X 290'
RT.
TU
RN
13'
X 95'
RT.
TU
RN
1:10
8' MEDIAN
18' MEDIAN
1:15
TH 67
{ EXISTING US 212
{ SB TH 23
{ NB TH 23
{ GRANITE ST60'R
33'R
178'R
93'R
121'R
118'R
198'R53'R
58'R
23'R
23'R
13'R
8'R
16'R
30'R
65'R
25'R
35'R
23.8'R
16'R
1.5'R
45.3'
30.1'
37.6'
1.5'R
RECONSTRUCT
UBOL
YELLOW MEDICINE COUNTY HISTORICAL
98
FAGEN ENGINEERING
501
CASEY'S GENERAL STORE
520
CENEX
1297
10,500 ADT (2040)
8,300 ADT (2016)
5,600 ADT (2040)5,400 ADT (2016)
8,700
AD
T (2040)
8,000
AD
T (2016)
8,400
AD
T (2040)
7,100
AD
T (2016)
18'1
8'
12'
12'
24'12'24'
8' SHOULDER
10' SHOULDER
EX BRIDGE NO. 12000
12' MEDIAN
31'12'
CONSTRUCTION LIMIT
5' WALK
CHIPPEWA COUNTY
YELLOW MEDICINE COUNTY
5'
EX BRIDGE NO. 87007
STEPS
CITY OF GRANITE FALLS
ROCK FORMATION
ROCK FORMATION
CR 39
SP
EE
DLI
MI
T
40
RECONSTRUCT
UBOL
5'
WA
LK
CI
TY
OF
GR
ANI
TE
FA
LL
S
CI
TY
OF
GR
ANI
TE
FA
LL
S
1:15
1:15
MI
NN
ES
OT
A
FA
LL
S
TO
WN
SHI
P
23.2'
17' BLVD
1:5
12' THRU14' THRU
12' THRU
12' X 190' LT. TURN
14' THRU
14' X 280' LT. TURN
14' THRU
14' X 280' LT. TURN
12' THRU
12' THRU
14' x 245' RT. TURN
14' THRU12' THRU
12' X 260' RT. TURN
12' THRU
12' THRU
14' X 260' LT. TURN
14' THRU
12' THRU
14' x 120' RT. TURN
1:15
1:5
10' BLVD
65'R
LIMIT
CONSTRUCTION
33.5'
14'
RT.
TU
RN
1:30
1:108.7' BLVD
APRON
12' CONC.
6'
AG
G
SH
LD
1:15
5'
WA
LK
5'
PA
VE
R
BL
VD
PROP. T.E.
(30 MPH)
e = NC
0°45' C
(30 MPH)
e = NC
0°48' C
(30 MPH)
e = NC
5°45' C
(30 MPH)
e = NC
3°00' C
LC
THRU
12.0'
2.0%4.0% 2.0%
12.0'
LT. TURN THRU
12.0'
2.0%
BLVD
10.0'
BLVDSHLD RT. TURN
TYPICAL A-A
2.0%
14.0'
B624 C&GB624 C&G
1.5%
WALK
5.0'VAR
LC
THRU
2.0% 2.0%
LT. TURN THRU
12.0'
2.0%
BLVD
TYPICAL B-B
2.0%
13.0'
B624 C&GB624 C&G
RT. TURN
VAR.
FREE RT. TURN
4.0%
LC
4.0%
12.0'
MEDIANTHRU
LC
GRADE
PROFILE
14.0'
LT. TURNBLVD
10.0'
THRU
14.0'
THRU
12.0'12.0' VAR.
VAR.
16.0'2.0'
6.0'
WALK
TYPICAL C-C
2.0%2.0%4.0%
THRU
2.0%
BLVD
TYPICAL D-D
18.0'
B624 C&GB624 C&G
1.5%
RT. TURN THRU
LC
12.0'
12.0'
SHLD THRU RT. TURN
THRU/LT. TURN
12.0'12.0'
2.0%
18.0'
14.0'
DRIVE APRON
5.0'
WALK
EXISTING GRANITE ST.
GRANITE ST.
PAVER BLVD
WALK &
B624 C&G
4.0% 2.0% 2.0%
B624 C&G
2.0%
B624 C&G
2.0% 2.0% 2.0%
B624 C&G
2.0%
VAR (1:4)
(OR FLATTER)
10.0'
2.0%
2.0%
2.0%
US 212
EXISTING US 212
EXISTING US 212
US 212
N.B. TH 23S.B. TH 23
EXISTING TH 23
18.0'
1.5%
WALK
5.0'
12.0'
1.5%
WALK
5.0'
10.0' 11.0'
