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I:\
Projects\
LH
B\03-12
TH 169 I
mprove
ments\
Producti
on\
CA
D\
Layout\
Geo
metric
Layout\
p3116151_g
m_lo01.dgn
4/8/2020
5:23:13
PM
LOCATION
PROJECTPro
gra
mm
ed
Lettin
g
Date
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
En
gin
eer
District
Traffic
En
gin
eer
District
Desig
n or
Preli
min
ary
Desig
n
Engin
eer
LEGEND
TRAFFIC DIRECTION
APPROX. WETLAND BOUNDARY
EXISTING R/W
CONSTRUCTION LIMITS
PROPOSED LIGHTING UNIT
PROPOSED GUARDRAIL
REMOVE
AGGREGATE DRIVEWAY SURFACING
AGGREGATE SHOULDER
PAVED SHOULDER / DRIVEWAY ENTRANCE
ROADWAY
Co
py
To:
For:
1B
1
MIC
HA
EL
ZM
UD
A,
KE
VIN
KR
EC
H
AN
D
MA
TT
SE
TT
ER
GR
EN
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
2017
The traffic volu
mes sho
wn are
__________________________________
By
169
1200
FT.
EA
ST
OF
C.S.A.H 80.
FR
OM
1480
FT.
WES
T
OF
C.S.A.H 80
169
MA
RB
LE
AN
D
CA
LU
ME
T
3116-151
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.
VICINIT
Y
OF
Pre
pare
d20
Scale:
Hor. 1 in
ch
=ft.
MA
RC
H
20
50
Date:
estim
ate
d f
or year
PRI
NT
ED
NA
ME:
SI
GN
AT
UR
E:
MI
NN
ES
OT
A.
AN
D
TH
AT I
AM
A
DU
LY
LI
CE
NS
ED
PR
OF
ES
SI
ON
AL
EN
GI
NE
ER
UN
DE
R
TH
E
LA
WS
OF
TH
E
ST
AT
E
OF
I
HE
RE
BY
CE
RTI
FY
TH
AT
THI
S
PL
AN
WA
S
PR
EP
AR
ED
BY
ME
OR
UN
DE
R
MY
DI
RE
CT
SU
PE
RVI
SI
ON
DA
TE:
LI
C.
NO:4/
8/
20
20
45
296
MI
CH
AE
L
ZM
UD
A
(OSOW) CORRIDOR. IT IS NOT A SUPER LOAD CORRIDOR.
THIS SECTION OF T.H. 169 IS AN OVERSIZE/OVERWEIGHT3.
MNDOT WILL BE PROVIDING PAVEMENT RECOMMENDATIONS.2.
TERM MAINTENANCE OF THE PROPOSED LIGHTING SYSTEMS.
ITASCA COUNTY WILL BE RESPONSIBLE FOR THE LONG-1.
LAYOUT NOTES:
DESIGN EXCEPTIONS: NO DESIGN EXCEPTIONS
THIS HAS ADVANCED THE LAYOUT TO 1B.
REVISED.
THE PROPOSED TYPICAL SECTIONS AND DITCHES WERE-
GUARDRAIL IS PRESENT WAS REVISED.
THE PROPOSED T.H. 169 SHOULDER WIDTH WHERE NO-
WAS ADDED.
LANE ONTO COLOMBO ST. AND THE PROPOSED GUARDRAIL
A 2-FOOT PAVED SHOULDER BETWEEN THE RIGHT TURN-
UPDATED LAYOUT WITH THE FOLLOWING REVISIONS:
ADVANCED THE LAYOUT TO 1A.
ATV/SNOWMOBILE TRAFFIC ALONG BALL STREET. THIS HAS
ADDRESS LANDOWNER SAFETY CONCERNS RELATED TO
CONNECTION BETWEEN BALL STREET AND T.H. 169 TO
UPDATED LAYOUT TO REMOVE THE PROPOSED PEDESTRIAN
LIGHTING, AND ACCESS CLOSURE
ADDITION AND EXTENSION,WIDENING AND GUARDRAIL,
THIS PROJECT CONSISTS OF THE FOLLOWING WORK: TURN-LANE
FT. EAST OF C.S.A.H 80.
ON T.H. 169 FROM 1480 FT. WEST OF C.S.A.H 80 TO 1200
AND OPERATION OF T.H. 169. THIS PROJECT IS LOCATED
THE PURPOSE OF THIS PROJECT IS TO IMPROVE THE SAFETY
LAYOUT HISTORY:
UMH
?
?
?
PI 116+85.99
X 604,386.482
Y 205,943.284T 684.07
L 1,342.99
R 2,864.79
PC 110+01.92
PT 123+44.91
PT. 99
+27.53
PI . 100
+00.00
100
105
110
PC. 110
+01.92
115
120
PT. 123
+44.91
125
KELLY, DAKOTA L
KEITH, ASHELY A &
& MARY ANN
ROTHSTEIN, MICHAEL L
STATE OF MINNESOTA
TAX FORFEIT
BERGER, WILLIAM
& IVANCA,KATHLEEN
KOTULA, CONSTANCE
SOLTIS, JENNA L
SOLTIS, JENNA L
GANGL, RONALD J SR
LAFOND, JEREMY D
DAOUST, ROBERT & MARY
WICK, SETH
ROTHSTEIN, MICHAEL L& MARY ANN
TAX FORFEIT
5
7
17
23
Pengilly
5
65
65
169
169
121
2
50
R
2
51
7
17
11
15 1317
5
3
3533
29 27
25
69
MARBLE
CALUMETMud
L.UpperPanasa
PanasaLake
Lake
Lake
Lake
L.
L.
L.
Bass
Spring
Twin
SwanSwa
n
Swan
Loon
PumpFoot
SnowballLake
Dunning
Diamond
DiamondLittle
Holman
L.
L.
L.
Shamrock
Island
O'Reilly
O'ReillyLittle
Big
TACONITE
COLERAINE BOVEY
7
15
61
69
12
169
169
R
561
8383
2
3
SL
Snow
ballCr.
2.4
SL 4
4
3
1212
560
65
HartLake
1.8
0.3
1.5
12
R
3
3
3 74
5
557
9
3
70
434
434
434
31
11
1513
69
70 70
10
3Cr.
440
BuckeyeL.
COLERAINE L.O.
7
1.2
SL
SL
329 60
7DirtyMikeLake
LakeMoonshine
79
7 9
15
25
2.8
River
19
LittleSandL.
Aid
Lammon
Rosholt
Rosholt
23
2119
9
19
WP
4
3
560
Twin
G GI R R RO N NA AE E E
T TO UR
L A K E
NG
NG
GAS
CO.
8"
NATURAL
NORTHERN
8"
B. N.
LakeHide
R.
31
7
529
12
EST. POP.270
Lakes
POP. 662
23
434
Lake
5Lake
Lake
Lake
N W
Lake
Lake
Lake
Lake
Lake
Creek
Creek
F.S.
21
3
C. N. Ry.
480
461
461
ArcturusMine
Mine
Mine
Mine
Gross-Marsle
Hill-Annex
Hill-Turnbull
61
POP. 1,970
POP. 360
POP. 701
POP. 367
3
17
19
21
13
11
13
15
17
19 21 23
27
29
3135
478
460
609
592
608593
434
694606
607
595
434
434
596
597
598
599
349
353
590
570
1
2.8
11
Y
Ox
6
4 45
3
12
8
5
4
3
3
Lake
10
61
9
10
R
7
6
Trout
10
6
21
17
1.7
5
21
Trout
491
490
489
479
6
10
15
12
3
6
25 6
12
12
4
4
8
9
O'BrienLittle
Lake
R
4
4
4
4
16
20
3
7
13
12
2
4
7
18
8
10
48
10
9
14
31
12
R
Swan
Lake
560
560
3
581
601
6105
14
5
95
37
5
UMH
105
S-
BU
S-
40
AASHTO 2018 (U
S)
(c) 2020 Transoft S
olutions, Inc. All rights reserved.
S-BUS-40
AASHTO 2018 (US)
(c) 2020 Transoft Sol
utions, Inc. All rights
reserved.
S-BUS-40AASHTO 2018 (US)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
*
North American Datum
Projection:
Minnesota Coordinate System
Lambert Conformal Conic
of 1983
N
W E
S
LEGEND
ATOSENNM
TRANS
PO
RT
AT
OND
EP
AR
TM
E
NT
OF
North Zone
TRUNK HIGHWAY UNDER CONSTRUCTION
DIVIDED ROAD . . . . . . . . . . . . . . . . . . .
PAVED ROAD . . . . . . . . . . . . . . . . . . . . .
BITUMINOUS ROAD . . . . . . . . . . . . . . .
GRAVEL OR STONE ROAD . . . . . . . . . . .
SOIL SURFACE ROAD . . . . . . . . . . . . . .
GRADED AND DRAINED ROAD . . . . . . . .
PRIMITIVE ROAD . . . . . . . . . . . . . . . . . .
PROJECTED ROAD . . . . . . . . . . . . . . . . .
UNIMPROVED ROAD . . . . . . . . . . . . . . . .
ROAD AND ROADWAY FEATURES NAVIGATION
BARGE LINES ON NATURAL STREAMS . .
SHIP LINES ON INLAND LAKES . . . . . . .
DOCK, PIER OR LANDING . . . . . . . . . . . .
NAVIGABLE STREAM . . . . . . . . . . . . . . .
DAM WITH LOCK . . . . . . . . . . . . . . . . . . . . . . . .
LANDMARK LIGHT BEACON . . . . . . . . . . . . .
01 1 2 3
1 10 2 3 4
SCALE
5 6 K LOMETERS
LES4 M
2016BASIC DATA - 2013
EXISTING
{ T.H. 169
1.5' PI
INP. 12'
THRU SHLD
8'
PROPOSED
THRU
12'1.5' PI
SHLD
{ T.H. 169 (TH169)
1:2
12'
NOTE
MATCH EXISTING1
12'9'
THRUSHLD
12' 12' 1.5' PI
BYPASS
VAR. VAR.VAR.
VAR.
INP. 9'
INP R/W
INPLACE RIGHT OF WAY 100' INPLACE RIGHT OF WAY 75'
INP R/W
INP R/W
INPLACE RIGHT OF WAY 100' INPLACE RIGHT OF WAY 75'
INP R/W
1:VAR.
1:VAR.
1:VAR.
INP. 12'
THRU
2'
PROPOSED
12'1.5' PI
SHLD
{ T.H. 169 (TH169)
1:2
11 11 1
THRU
INP. 9'
INP R/W
INPLACE RIGHT OF WAY 75' INPLACE RIGHT OF WAY 75'
INP R/W
1:VAR.
12'
SHLDVAR'
GORE
4' AGG.
EXISTING
{ T.H. 169
1.5' PI 12'9'
THRUSHLD
12' 12' 1.5' PI
INP R/W
INPLACE RIGHT OF WAY 75' INPLACE RIGHT OF WAY 75'
INP R/W
1:VAR. 1:VAR.
VAR. VAR.
THRU
VAR.VAR.
RIGHT TURN LN
T.H. 169 RIGHT TURN LANE AT COLUMBO ST.
RIGHT TURN LN
LEFT TURN LN
T.H. 169 LEFT TURN LANE AT CSAH 80 (ALICE AVE.)1:
3 OR
1:2
DITCH
DETAIL B
LEFT TURN LN
SEE DETAIL B
SEE DETAIL B
1:4 OR 1:2
VARIES VARIES4'-8'
2' OR 4' AGG.
SEE DETAIL A
SEE DETAIL A
DITCH
DETAIL A
VARIES VARIES8'
1:3
STA. 105+50.00 TO STA. 106+25.94
STA. 115+25.00 TO STA. 120+84.73
STA. 107+10.00 TO STA. 111+00.00
1:2
11
111
1:15
12' THRU
12' INP. THRU
1:60 TAPER
CO
LU
MB
O
ST. B
AL
L
ST.
12' INP. RTL12' X 300' LTL
12' THRU
12' INP. THRU
12' THRU
12' INP. THRU
12' INP. THRU
12' INP. THRU
12' INP. THRU
12' X 300' RTL
1:15
POSTED
SPEED
60
DESIGN
SPEED
60
FAYETT RD.
25' R
25' R
25' R
1:60 TAPER
CLOSED
CLOSED
CLOSED
24'
19'
10' SHARED-USE PATH
8' INP. SHLD
12' INP. THRU
8' INP. SHLD
12' INP. THRU
INPLACE RAILROAD
8' PAVED SHLD
8' PAVED SHLD
8' PAVED SHLD
(A
LI
CE
AV
E.)
C.S.
A.
H. 80
100
SCALE IN FEET
T.H. 169
{ T.H. 169(TH169)
1
1a
4' AGG
4' AGG.
4' AGG.
4' AGG.
EDGE OF PAVEMENT25' R
1.5' AGG.
4' AGG.
2' AGG.2' PAVED SHLD
2018 HCAADT 300
2017 AADT 5,900
VEHICLE LEGEND
S-BUS-40
RIGHT TURNING MOVEMENT
CO
LU
MB
O
ST.
T.H. 169