hubbard county akeley becker county nevis y r o … · 2 becker 59 120 54 141 141 22 6 22 53 144 19...
TRANSCRIPT
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MILE
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100391000
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24
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40
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40
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40
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50
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2
2
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105
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8585
23
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12 83
83
49
48
18
18
1848
4
4
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81
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18
187112
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2 82
13
82
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119
49
33
12
19
119
110
84
84
14
117
111
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111
115
115
87
20
20
11
11
17 17
13
13
13
13
109
109
109
109
108
108
108
ChamberlainEST. POP. 20
110
110
110
110
109 109
47
6
24
32
49
33
6
6
11
48
114
80
80
89
81
107
1
1
15
6
14
28
28
53
53
113
RAPIDSPARK
NEVIS
AKELEY
34
34
34
34
34
Arago
71
71
71
71
87
87
71
Hubbard
87 87 87
8787
64
64
87
64
64
64
64
226
226
Dorset
Emmaville
Deer Lane
COUNTY
HUBBARD
35
35
35
37
37
37
44
50
50
152
152
48
117
117
42
120
120
56
31
26
126
29
58 58
44
129
129
129
129
124
127
135
46
26
124 44 156
156
44
135
135
126
126
31
37
37
48
48
125
125
125
125
136
40
45
38
40
36
136
40 47
122
151 151
36
43
47123
47
123
42
39
39
39
121
121
121
36
38
38
39
56
117
117
39
56
44
135
123
126
29
35
44
124
143
143
143
129W 129E
34
34
Osage
Snellman34
34
34
34
34
Local
262626
Ponsford
Brager
ToadLake
Two Inlets
225
225
225
225
WOLFLAKE
COUNTY
BECKER2
59
120
54
141
141
22
622 53
144
19
131
131
149 149
104
25
25
25
21
12
26106
52
110
110110
110
153153
1414
26
26 26
109
109
21
21
21
21
21
21
3232
113
113
27
27
27
34
34
34
34
104
34
132
143
143
LAKESDETROIT34
34
Rich-wood
Rochert
Westbury
CALLAWAY
AUDUBON
59
10
29
32
32
29
29
59
59
59
3540
45
PC. 45
+33.42
50
55
60
Sta 62
+54.26
BK
=
EQ
UA
TI
ON:
Sta 62
+55.73
AH
PT. 62
+54.26
65
70
PC. 70
+43.62
75
80
PI 77+58.82
X 467,119.857
Y 138,919.386
T 715.20
L 1,386.51
R 2,291.83
PC 70+43.62
PT 84+30.13
PI 53+95.80
X 464,793.901
Y 139,349.927
T 862.38
L 1,720.83
R 10,417.41
PC 45+33.42
PT 62+54.26
PI 53+95.80X 464,793.901Y 139,349.927
T 862.38L 1,720.83R 10,417.41PC 45+33.42PT 62+54.26
375
380
385
390
395
400
405
410
415
Sta 415
+99.36
BK
=
EQ
UA
TI
ON:
Sta 416
+03.30
AH
PV
T
EN
T
PV
T
EN
T
182ND
ST
PV
T
EN
T
PV
T
EN
T
CT
Y
RD
29
CT
Y
RD
29
+29
+49
1:15
1:15
+00
+39
+00
+39
+49
+29
182ND ST
+30
+30
+35
+40
+20
+20
STA 382+30
BEGIN CONSTRUCTION
STA 412+39
END CONSTRUCTION
12’THRU LANE
12’THRU LANE
12’THRU LANE
12’THRU LANE
1:15
1:15
SHLD VARIES 10’-6’
12’THRU LANE
12’THRU LANE
12’THRU LANE
12’THRU LANE
380’-12’
RT TURN LANE
12’THRU LANE
380’-13’
LT TURN LANE
12’THRU LANE
12’THRU LANE
390’-13’
LT TURN LANE
12’THRU LANE
390’-12’
RT TURN LANE
33’
28’
65’
R
50’
R
24’
40’R
175’
R
26’
25’
R
25’
R
26’
25’
R
25’
R
WELLS
MONITORING
INPLACE
6’PVD SHLD
6’PVD SHLD6’PVD SHLD
10’PVD SHLD
10’PVD SHLD
10’PVD SHLD
10’PVD SHLD
10’PVD SHLD
10’PVD SHLD
10’PVD SHLD
10’PVD SHLD
1:60
1:60
1:60
1:60
1:15
1:3
1:4
1:4
1:3
1:4
1:3
1:4
1:3
1:4
1:31:3
1:4
11
TH
AV
E
PE
LI
CA
N
RI
VE
R
PE
LI
CA
N
RI
VE
R
+86
+45
+07
+32
+42
+80
+00
+07
+97
+22+42
+07
PV
T
EN
T
+32
STA 38+71
BEGIN CONSTRUCTION
STA 61+32
END CONSTRUCTION
270’-13’LT TURN LANE
12’THRU LANE
12’THRU LANE
260’-12’RT TURN LANE
12’THRU LANE
260’-13’LT TURN LANE
12’THRU LANE 225-12’RT TURN LANE
12’THRU LANE
13’LT TURN LANE
12’THRU LANE270’-12’RT TURN LANE
270’-12’RT TURN LANE12’THRU LANE270’-13’LT TURN LANE12’THRU LANE
1:15
1:15
1:15
1:15
1:15
1:15
1:15
1:50
+07
12’THRU LANE
12’THRU LANE
13’LT TURN LANE
12’RT TURN LANE
12’THRU LANE
12’THRU LANE
50’
R50’
R
45’
R
15’
R
30’
R20’R
38’
25’
50’
R
50’
R
50’
R
50’
R
28’
26’
25’R
25’
R
PE
LI
CA
N
RI
VE
R
RD
RI
VE
RSI
DE
DR
CR 141
W RIVER RD
8’PVD SHLD8’PVD SHLD
8’PVD SHLD
8’PVD SHLD
10’PVD SHLD
10’PVD SHLD
HI
GH
LA
ND
DR
1:8
1:6
1:6
W-1
W-22W-22A
D-6
W-23
W-23A
TH 34
EXISTING TYPICAL SECTION
8820.9920 GEOMETRIC DESIGN STANDARDS
DESIGN SPEED = 60 MPH,
TH 34
0’-13.0’
LT. TURN LANE RT. TURN LANE
0’-13.0’
TH 34
0’-13.0’
LT. TURN LANERT. TURN LANE
0’-13.0’
4.0’
10.0’ 10.0’
10.0’
1.5%2.5%
1.5%2.5%
1.5% 1.5%
1.5% 1.5%
1.5%
STA. 55+00 - STA. 61+82
STA. 38+00 - STA. 50+00
8820.9920 GEOMETRIC DESIGN STANDARDS
DESIGN SPEED = 60 MPH,
STA. 50+00 - STA. 55+00
8820.9920 GEOMETRIC DESIGN STANDARDS
DESIGN SPEED = 60 MPH,
TYPICAL SECTION
TYPICAL SECTION
LC
THRU
12.0’
THRU
12.0’
SHLD
4.0%
1.5’
8.0’
SHLD
4.0%
1.5’
(OR FLATTER)VAR (
1:3)(OR FLATTER)
(1:4)
LC
THRU
12.0’
SHLD
4.0%
1.5’ 1.5’THRU
12.0’
LC
THRU
12.0’1.5’
8.0’
(OR FLATTER)
VAR (1:3)(OR F
LATTER)(1:4)
4.0’
8.0’
(OR FLATTER)
VAR (1:3)(OR F
LATTER)(1:4)
4.0’
8.0’
(OR FLATTER)
VAR (1:3)(OR F
LATTER)(1:4)
4.0’
8.0’
(OR FLATTER)VAR (
1:3)(OR FLATTER)
(1:4)4.0’
RT. TURN LANE1.5’
8.0’
(OR FLATTER)VAR (
1:3)(OR FLATTER)
(1:4)4.0’
0’-13.0’
THRU
12.0’
1.5% 2.5%
TH 34
EXISTING TYPICAL SECTION
8820.9920 GEOMETRIC DESIGN STANDARDS
DESIGN SPEED = 60 MPH,
TH 34
0’-13.0’
LT. TURN LANE RT. TURN LANE
0’-13.0’10.0’
8.0’
TH 34
0’-13.0’
LT. TURN LANERT. TURN LANE
0’-13.0’
10.0’ 10.0’
1.5%2.5%
1.5%2.5%
1.5% 1.5%
1.5% 1.5%
1.5% 1.5%
STA. 382+30 - STA. 397+33
8820.9920 GEOMETRIC DESIGN STANDARDS
DESIGN SPEED = 60 MPH,
STA. 397+33 - STA. 412+39
8820.9920 GEOMETRIC DESIGN STANDARDS
DESIGN SPEED = 60 MPH,
TYPICAL SECTION
TYPICAL SECTION
LC
THRU
12.0’
THRU
12.0’
SHLD
4.0%
1.5’SHLD
4.0%
1.5’
LC
THRU
12.0’
SHLD
4.0%
1.5’ 1.5’THRU
12.0’
LC
THRU
12.0’
SHLD
4.0%
1.5’1.5’THRU
12.0’
8.0’
(OR FLATTER)
VAR (1:3)(OR F
LATTER)(1:4)
4.0’
8.0’
(OR FLATTER)
VAR (1:3)(OR F
LATTER)(1:4)
4.0’
8.0’
(OR FLATTER)
VAR (1:3)(OR F
LATTER)(1:4)
4.0’
8.0’
(OR FLATTER)VAR (
1:3)(OR FLATTER)
(1:4)4.0’
8.0’
(OR FLATTER)VAR (
1:3)(OR FLATTER)
(1:4)4.0’
8.0’
(OR FLATTER)VAR (
1:3)(OR FLATTER)
(1:4)4.0’
RI
VE
RSI
DE
DR
CR 141
CT
Y
RD
29
CT
Y
RD
29
MIN
NESOTA
TN
EM
TR
AP
ED
FO
NOI
TA
TR
OP
SNART
KI
ML
EY-
HO
RN
&
AS
SO
CI
AT
ES, inc
LA
YO
UT
HI
ST
OR
Y
DA
TE
DE
SC
RI
PTI
ON
Scale:
Hor. 1 in
ch
=ft.
100
...\
Pla
n
Sheets\
Lay
outs\
TH34
Dist 4 S
AL 1.D
GN
VICINIT
Y
OF
DE
TR
OIT
LA
KES:
AD
D
LEF
T
TU
RN
LA
NE
1
FR
OM
Pre
pare
d
DA
TE:
Re
vie
we
d
By
Pro
gra
mm
ed
Lettin
g
Date
Le
vel 2
LA
YO
UT
AP
PR
OV
AL
20
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
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
TH
E
LA
WS
OF
TH
E
ST
AT
E
OF
MIN
NE
SO
TA.
NA
ME:
LIC.
NO.
Re
vie
we
d
By
20
20
20
Re
vie
we
d
By
20
Appro
ve
d
By
TH
34
DE
TR
OI
T
LA
KE
S
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
2034
13
The traffic volu
mes sho
wn are
__________________________________
By
1140
34
0303-64
Co
py
To:
For:
T45-744
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.
20
DE
CE
MB
ER
13
Date:
estim
ate
d f
or year
20___
Pre
pare
d _____________
DESIG
N
FIL
E:
DA
TE:
DE
C
19,
20
13
District
Preli
min
ary
Desig
n
Engin
eer
District
Mainte
nance
Operatio
ns
Engin
eer
District
Traffic
Engin
eer
District
Engin
eer
JA
NU
AR
Y 8, 2014
LOCATIONPROJECT
Existing Wetland Boundary
XXXXX ADT 2034 ADT Volume
Construction Limits
LEGEND
Proposed Shoulder
Proposed Roadways
Existing ROW
Parcel Boundary
Proposed Overlay
SP
EE
D
LI
MI
T
55
SP
EE
D
LI
MI
TE
XI
STI
NG
TH 34
SP
EE
D
LI
MI
TE
XI
STI
NG
TH 34
SP
EE
D
LI
MI
T
55
SP
EE
D
LI
MI
T
EXI
STI
NG
TH 34
SP
EE
DLI
MI
T
55
SP
EE
D
LI
MI
T
EXI
STI
NG
TH 34
SP
EE
D
LI
MI
T
35
SP
EE
D
LI
MI
T
EXI
STI
NG
TH 34
SP
EE
D
LI
MI
T
35
SP
EE
D
LI
MI
T
55
SP
EE
D
LI
MI
T
EXI
STI
NG
TH 34
4
CO
RN
ER
S:
RE
M
ME
DIA
N,
AD
D
LT
TU
RN
LA
NES
DE
TR
OIT
LA
KES:
AD
D
LEF
T
TU
RN
LA
NE
4
CO
RN
ER
S:
RE
MO
VE
ME
DIA
N,
AD
D
LEF
T
TU
RN
LA
NES
9100 ADT
7700 ADT
(WB 67)
TURNING MOVEMENTS BETWEEN TH 34 AND CR 141
(WB 67)
TURNING MOVEMENTS BETWEEN TH 34 AND CR 29
SP
EE
D
LI
MI
T
60
SP
EE
DLI
MI
T
60
SP
EE
D
LI
MI
T
60
SP
EE
D
LI
MI
T
60
SP
EE
D
DE
SI
GN
TH 34
SP
EE
D
DE
SI
GN
TH 34
SP
EE
DD
ESI
GN
TH 34
SP
EE
DD
ESI
GN
TH 34
Pavement Removal
Traffic Flow
feetscale
100 1000
SCALE: 1" = 100’
feetscale
100 1000
SCALE: 1" = 100’
AD
DI
TI
ON
AL
SE
GM
EN
TS
WI
THI
N
PR
OJ
EC
T
SC
OP
E
feetscale
100 1000
SCALE: 1" = 100’
feetscale
100 1000
SCALE: 1" = 100’
WIDTH AND DEPTH OF DITCH SECTION MAY VARY IN SELECT LOCATIONS
Ditch Check/Swale Treatment Area
KI
ML
EY-
HO
RN
490 HCADT
535 HCADT
10900 ADT
1850
AD
T
540 HCADT
5900 ADT
410 HCADT
1450
AD
T1700
AD
T
Co
mplete
d
by
Ki
mle
y-
Hor
n
&
Ass
ociates i
n 2013
-
preli
mi
nar
y desi
gn phases.
Wetla
nd i
mpacts
were
mi
ni
mize
d a
nd avoi
ded duri
ng t
he conce
pt a
nd
-
refi
ne
d t
he l
ocati
ons fr
om t
he 2002 I
RC
St
udy.
Co
nce
pt la
yo
uts
were create
d by
District 4 i
n
Oct
2013 t
hat
-
passi
ng la
ne
nee
ds a
nd locati
ons.
20
02 I
nterregi
onal
Corridor (I
RC)
Report i
de
ntifie
d i
nitial
-
LAYOUT NOTES
PROJECT AS IDENTIFIED ON THE LAYOUTS.
DITCH CHECKS AND SWALES THROUGHOUT THE
STORMWATER TREATMENT WILL BE HANDLED BY -
DIAGRAM.
WIDTH SHOWN IN THE TRUCK TURNING
THE OVERLAY, RESULTING IN THE EXTRA
29 UTILIZES INPLACE RADII AS PART OF
THE SOUTHERN CONNECTION TO COUNTY ROAD -
THE IMPERVIOUS AREA.
POTENTIAL. DESIGN MAINTAINS OR REDUCES
COUNTY RD 29 HAS EXISTING FLOODING
THE SOUTHEAST QUADRANT OF TH 34 AND -
Existing City Limit
1:4
1:3
Side Slopes and Drainage Flow
TH34 Dist 4 SAL 1.dgn