M
M
M
YIELD
M
M
M M M
M
M
M
M
M
M
M
M
M
M
M M
M
M
MM
M
M
M
M
M
M
M M
MM
M MM
M
M
M
MM
M
M
M M
M
MM
M
M
M
M
M
M
M
M
MM
M
M
M
M
M
M
M
M
M
MM
M
M
M
M
M
M
M
M
M
M
M
M
M
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MM
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M
M
M
M
M
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M
M
M
M
M
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M
M
M
M
?
STOCK PILE
CA
NO
PY
CA
NOP
Y
24
TH
AV
E.
S2
4T
H
AV
E.
S
FR
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AGE R
OA
D
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NO
PY
30
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30
TH
AV
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CANOPY
ST
RI
P
MA
LL
OF
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LDI
NG
MA
RG
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RI
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S
MU
SI
C
MI
NI
ST
OR
AG
E
MI
NI
ST
OR
AG
E
MI
NI
ST
OR
AG
E
MI
NI
ST
OR
AG
EMI
NI
ST
OR
AG
E
CO
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FL
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RI
NG
DO
GG
Y
DE
PO
T
GA
RA
GE
GA
RA
GE
CANOPY
1S
F
32
ND
AV
E
S
FRONTAGE ROAD
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CANOPY
GARAGE
1S
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1S
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F
ED
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37
TH
AV
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NO
PY
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1S
F
GA
RA
GE
SO 7TH ST
GA
RA
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1S
F
1S
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F
1S
F
1S
F
1S
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1S
F
1S
F
1S
F
1S
F1
SF
1S
F
1S
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F
1S
F
1S
F
1S
F
1S
F
1S
F
40
TH
AV
E
S40
TH
AV
E
S
DQ
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M
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M M
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M
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BU
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ER
WE
ST
TH
E
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NK
OF
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CL
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K
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S
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NK
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RT
HW
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TE
RN
WASHWHALE OF A
HO
SPI
TA
LA
NI
MA
LF
M
TWI
N
HO
ME
1S
F
APPARTMENTS3SF
TWIN HOME1SF
SO
38
TH
AV
E
APPARTMENT2SF
G
R
ILL
ME
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AN
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D
O
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BA
NK
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S
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L
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UD
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OM
ES
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F
H
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TO
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F
H
OM
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TO
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1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
H
OM
ES
TO
WN
1S
F
GR
OC
ER
Y
SU
NM
AR
T
CEMETERYMEMORIAL
EVERGREEN
PR
OF
ES
SI
ON
AB
UI
LDI
NG
RI
VE
RVI
EW
3505
AP
PA
RT
ME
NT
S2
SB
RE
TR
AU
NT
D
RA
GO
NS
NA
P
ST
ATI
ON
GA
S
OR
TO
NS
RESTRAUNTOLD1SF
STATIONGAS
H
OM
ES
TO
WN
1S
F
GA
S
ST
ATI
ON
CA
SE
Y’
S
HO
ME
ST
OW
N2
SF
HO
ME
ST
OW
N2
SF
HO
ME
ST
OW
N2
SF
HO
ME
ST
OW
N2
SF
HO
ME
ST
OW
N2
SF
HO
ME
ST
OW
N2
SF
MA
LL
CO
MM
ON
S
MI
NI
330
335
330
33
5
14301435
14401445
14501455
1460 14651470
1475 14801485 1490 1490
1500 1505 151014301435
14401445
14501455 1460
1465
14701475 1480 1485 1490
14951500 1505 1510
14301435
14401445
14501455
1460 14651470
1475 14801485 1490 1490
1500 1505 1510
110
115
115
1465 14701475
1480
1485
14901495
15001505
1460 1465
1470 1475
1480
1485
1490
1495 1500
1505
5
10
15
2025
110
110
CLAY COUNTY
CITY OF MOORHEAD
R=40.0
R=94.0
R=122.0
R=82.0
R=332.0
R=300.0
R=300.0
40°
R=300.0
R=300.0
R=300.0
40°
1:10
1:10
R=300.0
R=300.0
R=300.0
R=300.0
11’
11’
10’
11’
11’
12’
10’
20’
22’
14’
14’
12’
12’
12’
12’
12’
12’
11’
11’
13’
14’
16’
14’
12’
12’
14’
14’
14’
16’
12’
12’TURN LANE
6’
12’
12’
12’
1:5
14’
12’
12’
11’
13’12’
13’
13’
1:15
1:15 1:15
R=66.0
16’
14’
11’
13’
13’11’13’
13’11’11’13’
1:15
15’
11’
13’
21’
13’
11’
13’
10’
1:15
1:15
1:40
1:15
1:5
1:10
13’
11’
11’
13’
11’
6.5’
13’13’
12’
R=728.0
R=680.0
12’
12’
12’
12’
13’
12’
IN PLACE SHOULDER
IN PLACE SHOULDER
12’
12’
14’ 14’
14’
INPLACE SHOULDER
R=5729.6
R=300.0
1:10
12’
8’
13’
R=300.0
R=55.0
R=36.5
R=72.6
14’
14.7’
R=35.0
13’
13’
11’
11’
13’
13’
13’
13’
11’
11’
R=8650.0
A
A
C
C
D
D
B
B
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
MM
N
N
O
O
12’
12’
40,863 AADT
1:15
14’
14’
1:10
250’ x 14’ RT. TURN
12’ THRU
12’ THRU
290’ x 13’ LT. TURN
260’ x 13’ RT. TURN
12’ THRU
12’ THRU
290’ x 13’ LT. TURN
300’ x 12’ LT. TURN
12’ THRU
12’ THRU
260’ x 12’ RT. TURN
300’ x 13’ LT. TURN
12’ THRU
12’ THRU
260’ x 13’ RT. TURN
310’ x 12’ LT. TURN
12’ THRU
12’ THRU
12’ RT TURN
12’ THRU
13’ THRU
275’ x 13’ LT. TURN
13’ THRU
11’ THRU
11’ THRU
280’ x 13’ RT. TURN
11’ THRU
11’ THRU
11’ THRU
260’ x 13’ LT. TURN
250’ x 13’ RT. TURN
275’ x 12’ LT. TURN
365’ x 11’ LT. TURN
11’ THRU
11’ THRU
11’ THRU
230’ x 11’ RT. TURN
275’x 13’ LT. TURN
370’x 11’ LT. TURN
11’ THRU
11’ THRU
11’ THRU
275’x 13’ RT. TURN
390’ x 13’ LT. TURN
11’ THRU
10’ TRAIL
10’
TR
AI
L
10’ TRAIL
37’
42’
37’ 48’
12’
12’12’12’ 12’
12’
13’12’
12’
31’
12’12’
43’
1:130
1:130
1:65
12’
1:120
1:60
1:120
1:30
1:301:60
14’
12’
13’
4’
4’
4’
4’
4’
4’
4’
4’
12’
4’
4’
12’4’
12’4’
12’
4’
4’
4’
12’
12’
12’
4’
4’S
HO
UL
DE
R
16’
6’S
HO
UL
DE
R
29’
1:10
12’
R=2865.0’
R=2865.0’
R=8650.0’
R=21.4
’
R=5729.6
E75NB
E75SB
E75SB
E75NB
E75SB
E75NBP75NB
P75SB
P75NB
P75SB
P75SB
P75NB
E75SB
E75SB P75NB
P75SB
P75NB
P75SB
E75NB
E75SB
P75NB
P75SB
E75SB P75SB
E75SB
E94
EB
E94
WB
SW
RA
MP1
SW
RA
MP1
SWR
AMP
SWRAMP4
SWRA
MP3
NWRA
MP3
NW
RA
MP4
25,939 AADT/2040
8,888 AADT/2015
24,217 AADT/2040
9,748 AADT/2015
4,
43
1
AA
DT/2
04
0
75
4
AA
DT/2
01
5
29,111 AADT/2040
8,136 AADT/2015
37,054 AADT/2040
28,010 AADT/2015
10,8
76
AA
DT/2
04
0
14,4
48
AA
DT/2
01
5
31,158
AA
DT/2040
21,5
90
AA
DT 2015
27,518 AADT/2040
23,544 AADT/2015
6,817
AA
DT/2040
8,789
AA
DT/2015
40,621 AADT/2040
34,204 AADT/2015
7,332
AA
DT/2040
3,452
AA
DT/2015
17,409
AA
DT/2040
17,704
AA
DT/2015
INSTALLATION
NEW SIGNAL
SIGNAL
REVISE
SIGNAL
REPLACE
SIGNAL
REPLACE
REVISE SIGNAL
REVISE LANE USE
REVISE LANE USE
REVISE LANE USE
9,
55
3
AA
DT/
20
40
6,
92
4
AA
DT/
20
15
9’IN PLACE SHOULDER
9’IN PLACE SHOULDER
9’INPLACE SHUOLDER
8’SHOULDER8’SHOULDER
10’ 10’
408’
X 12’
RT
TU
RN
405’
X 12’
RT
TU
RN
402’
X 12’
LT
TU
RN
394’
X 12’
LT
TU
RN
R=110.0’
R=100.0’
R=100.0’R=
100.
0’
R=180.0’
R=100.0’R=1
00.0’
R=10
0.0’
R=110.0’R=110.0’
R=105.0’ R=100
.0’
(E75NB)
STA. 1508+74.03
END S.P. 1406-66
(E75NB)
STA. 1433+61.03
BEGIN S.P. 1406-66
PTRAIL
PTR
AIL
PT
RAI
L
PTRAIL
PTRAIL PTRAIL
10’ TRAIL
10’ TRAIL
10’ TRAIL
10’ TRAIL
10’ TRAIL
10’ TRAIL10’ TRAIL
1.34 ACRES
POND
6’ SHLD
6’ SHLD
1:30
R=127.0’
R=189.0’
R=169.0’
NWRA
MP
NWRAMP2
R=148.7’
R=30.0’
R=105.0’
R=250.0’
R=12
6.1’
R=106.0’
R=373.2’
R=30.0’
R=7.0’
R=35.0’
R=9.7’
200’ x 13’ RT TURN
11’ THRU
12’ THRU
100x12x8’ UNDERPASS
BR XXXXXX
UNDERPASS
80x12x8’
BR XXXXXX
YIE
LD
M
W
?
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M
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?
M
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M
M
M
M
M M
CONSTRUCTION
UNDER
AREA
CONSTRUCTION
UNDER
AREA
?
M
M
M
?
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?
?
M
M
M
M
?
M
?
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M
M
M
M
M
M
M
M
M
?
STOCK PILE
M
MM M
M
M
M
M
M
M
M
M
315
320 325330
335340
345350
355360
365370
375380
385390
310
315
320 320325
330335
340345
350355
360365
370375
380385
390
1480
14
85
147
5148
014
85
1480
14
85
100
105
110
115
120
125
115
120
125
1480
148
51475
148
0
1485
10
15
90
95100
105
110
105
110
R=40.0
R=94.0
R=12
2.0
R=82.0
R=300.0
R=300.0
40°
R=300.0
R=300.0
40°
R=300.0
R=300.0
R=300.0
R=300.0
11’
11’
10’
11’
11’
12’
10’
22’
12’
12’
12’
12’
12’
12’
14’
16’
12’
14’
14’
14’
16’
12’
12’
TU
RN
LA
NE
12’
12’
12’
12’
12’
12’
12’
12’
6’ SHOULDER
6’ SHOULDER
6’ SHOULDER
6’ SHOULDER
4’ SHOULDER
4’ SHOULDER
4’ SHOULDER
4’ SHOULDER
6’
12’
12’
12’
R=3041.8’
R=5717.6’
R=66.0
21’
1:15
18’
12’
12’
12’
16’
12’
1:15
16’
6’SH
OULD
ER
6’SHOULDER
12’
12’
6’ SHOULDE
R
R=728.0
R=680.0
R=1466.0
R=1436.0
6’SHOULDER
1:15
1:15
1:50
12’
12’
1:10
12’
8’
13’
S
S
Q
Q
R
R
T
T
P
P
U
U
X
X
40,
863
AA
DT
32,825 AADT
1:10
10’
TRAI
L
2640’ x 12’ AUXILIARY
2640’ x 12’AUXILIARY
2570’ x 12’ AUXILIARY
2570’ x 12’ AUXILIARY
4’
4’
4’4’ 4
’
12’
4’
4’
12’
4’
12’
4’
12’
4’
4’
4’SHOU
LDER
16’
6’SHOU
LDER
29’
16’
16’
4’SHOU
LDER
6’SHOU
LDER
6’ SHOULDER
4’ SHOULDER
1:10
12’
P75
SB
P75
NB
E75
SB
E75
SB
E94EB
E94WB
SWRAMP1
SWRAMP1
SWRAMP
1
SWRA
MP
E94EB
E94WB
SWRA
MP3
NWRA
MP
NWRA
MP3
NWRAMP4
NWRAMP3
44,272 AADT/2040
39,309 AADT/2015
48,388 AADT/2040
39,294 AADT/2015
31,158 AADT/2040
21,590 AADT 2015
6,607 AADT/2040
7,676 AADT/2015
28,928 AADT/2040
17,199 AADT/2015
28,416 AADT/2040
18,440 AADT/2015
33,742 AADT/2040
24,875 AADT/2015
33,156 AADT/2040
25,798 AADT/2015
26,504 AADT/2040
22,346 AADT/2015
7,332 AADT/2040
3,452 AADT/2015
17,3
91 A
ADT/
2040
16,9
63 A
ADT/
2015
4,32
5 AA
DT/2
040
3,28
5 AA
DT/2
015
17,409 AADT/2040
17,704 AADT/2015
SI
GN
AL
RE
PL
AC
E
8’
SH
OU
LD
ER
10’
10’
408’ X 12’ RT TURN
405’ X 12’ RT TURN
402’ X 12’ LT TURN
394’ X 12’ LT TURN
R=100.0’
R=100.0’
R=180.0’
R=100.0’
(E94WB)
STA. 368+16.40
END S.P. 1406-66
(E94WB)
STA. 311+25.40
BEGIN S.P. 1406-66
PTRAIL
PT
RAI
L
1.34
AC
RE
S
PO
ND
6’
SH
LD
6’
SH
LD
1:30
R=12
7.0’
R=189.0’
R=2875.0’
NWRA
MP
NWRA
MP2
R=1442
.0’
R=105.0’
R=250.0’
R=126.1’
R=106.0’
R=37
3.2’
16’
10’ SHOULDER
10’ SHLD
10
0x
12
x8’
UN
DE
RP
AS
S
BR
XX
XX
XX
UN
DE
RP
AS
S
80
x1
2x
8’
BR
XX
XX
XX
M
M
?
WB-67AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67
AASHTO 2011 (US)WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
110
1480
1475
M
M
M
M
M
M
M
M
M
WB-67
AAS
HT
O 2011 (
US)
WB-67
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-62
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-62
AASHTO 2011 (US)
PAASHTO 2011 (US)
PAASHTO 2011 (US)
PAASHTO 2011 (US)
PAASHTO 2011 (US)
PAASHTO 2011 (US)
P
AASHTO 2011 (US)
P
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
AASHTO 2011 (US)
1490
1485
110
110
2%
TRAIL
10’
2%2%2%
12’-LT TURN
BARRIER
EXISTING SHLD
(10’TYP)
2%
1%
2%
{ TH 75 N.B.
T.H.75 NB
TYPICAL SECTION G-G
2%
2%2%
12’-LT TURN 12’-LT TURNSHLD
(10’TYP)
2%
{ TH 75 S.B.
2%
SHLD
(8’TYP)
TRAIL
10’
1%
2.0’
1:3(TYP)
VARIES
1:3(TYP)
VARIES
1.5’
TRAIL
10’
1%2%2%
16’-LT TURN 12’-LT TURN
2%
{ TH 75 S.B.{ TH 75 N.B.
2%
2.0’
1:3(TYP)
VARIES
1:3(TYP)
VARIES
6.0’ VARIES SHLD
8’
VARIES
MEDIAN
CONC.
2%2%
VARIES
TRAIL
10’
1%
2.0’
1:3(TYP)
VARIES
1:3(TYP)
VARIES
1.5’ 12’-THRU
16’-THRU 16’-THRU12’-THRU 12’-THRU
11’-THRU11’-THRU
11’-THRU11’-THRU
10’10’
MEDIAN
CONC.
MEDIAN
CONC.
MEDIAN
GRASS
VARIES 0’-28’11’-THRU 11’-THRU
16’-LT TURN
2%
6.0’ 2’ 16’-THRU
MEDIAN
CONC. 1:3(TYP)
VARIES
8’-42’
VARIESTRAIL
10’
1%2%2%
2.0’
1:3(TYP)
VARIES
16’-THRU 16’-THRU VARIES
{ TH 75 S.B.
2%
16’-THRU
2%
1:3(TYP)
VARIES
TRAIL
10’
1%2%
{ TH 75 N.B.
2.0’
1:3(TYP)
VARIES
16’-THRU 12’-THRU VARIES12’-THRU
2%
VARIES16’-THRU
MEDIAN
CONC.MEDIAN
CONC.
MEDIAN
GRASS
MEDIAN
CONC.
10’ 10’ SHOULDER
10’
VARIES
1.5’
SHOULDER
6’
MEDIAN
CONC.
VARIES
MEDIAN
GRASS
TRAIL
10’
1%
1:3(TYP)
VARIES
VARIES11’-THRU
2%
13’-THRU
2%MEDIAN
CONC.
10’
{ TH 75 N.B.
11’-THRU 11’-RT TURN
{ TH 75 S.B.
2%
14’-THRU
2%
12’-THRU16’-RT TURN 14’-RT TURN VARIES
2%
10’
TRAIL
10’
1%
2.0’
1:3(TYP)
VARIES 1:3(TYP)
VARIES
1.5’ 11’-THRU 11’-THRU11’-RT TURN 11’-THRU 11’-LT TURN 12’-LT
TURN
MEDIAN
CONC.
2%
2% 2%
13’-THRU 11’-THRU 11’-THRU VARIESSHOULDER
0’-10’
2% 2%
2%
1:4(TYP)
VARIES4%4%
2%
12’-LT TURN
2%
{ I 94 EB OFF RAMP
I 94 EB OFF RAMP
TYPICAL SECTION Q-Q
I 94 WB
TYPICAL SECTION P-P
1:3(TYP)
VARIES
1.5’1.5’
1:6(TYP)
VARIES
2%
14’-THRU
{ I 94 WB ON RAMP
I 94 WB ON RAMP
TYPICAL SECTION R-R
1:3(TYP)
VARIES
SHLD
6’
1.5’
1:6(TYP)
VARIES
4%
12’- THRU
12’-RT TURN 12’-RT TURN12’-LT TURN
2%
{ I 94 WB ON RAMP
I 94 WB ON RAMP
TYPICAL SECTION N-N
1.5’
1:6(TYP)
VARIES2%2% 4%
MEDIAN
CONC.
SHLD
6’
1.5’
1:3(TYP)
VARIES
4%
VARIES
{ I 94 EB OFF RAMP
I 94 EB OFF RAMP
TYPICAL SECTION M-M
2% 2%
1.5’
1:3(TYP)
VARIES
4%2%
MEDIAN
CONC.
C&G (TYP)
B624
1.5’
1:4(TYP)
VARIES
VARIES
MEDIAN
CONC.2%
I 94 WB OFF RAMP
TYPICAL SECTION O-O
VARIES
6.0’
1:4(TYP)
VARIES 2%
2%4%
1:4(TYP)
VARIES
I 94 WB OFF RAMP
TYPICAL SECTION T-T
1.5’
2%
1:4(TYP)
VARIES
1.5’
2%
1.5’
1:4(TYP)
VARIES
1.0’12’-AUX SHLD
6’SHLD
4’
4% 4%2%
2% 2%
1.5’1.0’12’-AUX SHLD
6’SHLD
4’
4% 4%2%
I 94 WB
TYPICAL SECTION X-X
I 94 EB
TYPICAL SECTION U-U
1:4(TYP)
VARIES1:4(TYP)
VARIES
1.5’
4%
1.5’16’-THRU SHLD
6’
I 94 EB ON RAMP
TYPICAL SECTION S-S
4%
12’-THRU 12’-THRU
13’-THRU11’-THRU
T.H.75 NB
TYPICAL SECTION B-B
MEDIANCONC.
1:6(TYP)
VARIES
11’-THRU13’-RT TURN
{ TH 75 N.B.{ TH 75 S.B.
2.0’ 6.5’
-SHLD
0’-10’
VARIES
1%2%
VARIES -LT TURN
VARIES 0’-13’11’-THRU 11’-THRU -THRU
VARIES 0’-11’
{ TH 75 S.B. { TH 75 N.B.
T.H.75 NB
TYPICAL SECTION A-A
13’-RT TURN 12’-THRU 12’-THRU VARIES 13’-THRU 12’-THRU
SHOULDER
10’-IN PLACE
11’-THRU11’-THRU
MEDIAN
CONC.1%
RT TURN
VARIES 0’-14’
{ TH 75 S.B.
13’-THRU 13’-LT TURN7’ 11’-LT TURN 11’-THRU 11’-THRU 11’-THRU 6’
10’ TRAIL 5’13’-RT TURN
{ TH 75 N.B.
MEDIAN
CONC.
1:3(TYP)
VARIES
2.0’
1:6(TYP)
VARIES
6.0’
T.H.75 NB
TYPICAL SECTION L-L
{ TH 75 S.B. { TH 75 N.B.
14’-THRU 11’-14’-THRUVARIES
0’-13’-THRUVARIES
6’ 6’
VARIES11’-THRU 12’-THRU 14’-LT TURN
MILL AND OVERLAY
10’
{ TH 75 N.B.
{ TH 75 S.B.
{ TH 75 S.B.{ TH 75 N.B.
-LT TURN
VARIES 0’-13’-LT TURN
VARIES 0’-12’
MILL AND OVERLAY
VARIES
0’-11’-LT
VARIESVARIES -THRU
VARIES 14’-16’
-THRU
VARIES 14’-16’
BARRIER
EXISTING
-LT TURN
VARIES 0’-12’
SHLD
VARIES 8’-20’
12’-THRU-THRU
VARIES 0’-16’
MEDIAN
GRASS
2% 2%2% 2%
14’-LT 14’-LT
PAINTED MEDIAN
VARIES 0’-6’
14’-RT MEDIAN
PAINTED
VARIES 0’-10’
-THRU
VARIES 0’-12’14’-THRU
12’-THRU12’-THRUSHLD-VARIES
2%
-SHLDVARIES 6’-11’
-RT
VARIES 15-17’
12-LT 12’-RT
12’-THRU 12’-THRU
12’-16’-RT
VARIES
VARIES 10’-21’ VARIES 0’-18’VARIES 10’-18’
VARIES 4’-20’
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB & GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
& GUTTER B624
CONC. CURB
SHLD
4’
SHLD
4’
SHLD
6’
SHLD
4’
3% 2.5% 3%2.5%
2.5%
2.5% 2.5%
2.5%2.5% 2.5%4%
2.5% 2.5% 4%
4%
& GUTTER B624
CONC. CURB
4%2.5%
2%2%4%4%2.5%
2.5% 2.5%2.5%
2.5% 2.5%2.5%3% 2.5% 3%
2.5%
2.5% 2.5%
2.5% 3%
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION F-F
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION E-E
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION D-D
{ TH 75 S.B. { TH 75 N.B.
{ TH 75 S.B. { TH 75 N.B.(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION C-C
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION H-H
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION I-I
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION J-J
(DESIGN AND POSTED SPEED 30 MPH)
T.H.75 NB
TYPICAL SECTION K-K
2% 2.5% 2% 2.5%2%2.5% 2%
2.5%
2%2.5%2%
2% 2.5% 2.5%
4% - 6%
TRAIL
10’
1:6(TYP)
VARIES
1%
TRAIL
10’
2.0’ 2’
6.0’
1:3(TYP)
VARIES
1:3(TYP)
VARIES
6.0’
6.0’
1:4(TYP)
VARIES
& GUTTER B624
CONC. CURB
-SHLDVARIES 6-9’
-RT
VARIES 15-17’
6’ SHLD 11’-THRU 11’-THRU6’ SHLD
2%2% 2.5%
6’ SHLD 11’-THRU 11’-THRU6’ SHLD
2%
4’
THRU
VARIES 14’-21’
2%
I-94 WB ON RAMP {
RT-TURN
VARIES 12’-15’ 14’- RT-TURN
I-94 WB ON RAMP {
2%
& GUTTER B424
CONC. CURB
4’
4%
10’ SHLD3’ MIN.
VARIES
MEDIAN
SHLD
VAR.6’-10’
1.5’- THRU
VARIES 18’-24’
8’
{ I 94 WB ON RAMP
& GUTTER B424
CONC. CURB
{ I-94 WB
& GUTTER B624
CONC. CURB
1:10(TYP)
VARIES
6.0’ 11’-THRU
2.5%
13’-RT TURN
M
M
M
M
?
WB-62
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62AASHTO 2011 (US)
14901495
1490
M
M
M
MM
M
M
M
CA
NO
PY
CA
NOP
Y
M
M
M
M
??
?
M
M
M
M
M
M
KI
NG
BU
RG
ER
BA
NK
NO
RT
HW
ES
TE
RN
SU-40
AAS
HT
O 2011 (
US)
SU-40AASHTO 2011 (US)
SU-40AASHTO 2011 (US)
SU-40AASHTO 2011 (US)
1500
1495
M
M
M
MM
M
M
M
CA
NO
PY
C
A
N
O
PY
M
M
M
M
??
?
??
?
M
M
M
M
M
M
KI
NG
BU
RG
ER
BA
NK
NO
RT
HW
ES
TE
RN
WB-62AASHTO 2011 (US)
WB-62
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-
62
AAS
HT
O 2011 (
US)
PAASHTO 2011 (US)
PA
AS
HT
O 2011 (
US)
PA
AS
HT
O 2011 (
US)
P
AAS
HT
O 2011 (
US)
P
AASHTO 2011 (US)
PAASHTO 2011 (US)
PA
AS
HT
O 2011 (
US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-
67
AAS
HT
O 2011 (
US)
1500
1495
M
M
M
MM
M
M
M
CA
NO
PY
CA
NOP
Y
M
M
M
M
??
?
??
?
M
M
M
M
M
M
KI
NG
BU
RG
ER
BA
NK
NO
RT
HW
ES
TE
RN
WB-
62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
PA
AS
HT
O 2011 (
US)
PAASHTO 2011 (US)
P
AASHTO 2011 (US)
P
AASHTO 2011 (US)
PA
AS
HT
O 2011 (
US)
PA
AS
HT
O 2011 (
US)
PAASHTO 2011 (US)
WB-62
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-
62
AAS
HT
O 2011 (
US)
1500
1495
M
M
M
MM
M
M
M
M
??
M
M
CA
NO
PY
CANOPY
WB-62
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-
62
AAS
HT
O 2011 (
US)
WB-62AASHTO 2011 (US)
WB-62
AASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62AASHTO 2011 (US)
WB-
67
AAS
HT
O 2011 (
US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
1475
1470
M
M
M
MM
M
M
M
M
??
M
M
CA
NO
PY
CANOPY
WB-62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
PA
AS
HT
O 2011 (
US)
PAASHTO 2011 (US)
P
AASHTO 2011 (US)
P
AASHTO 2011 (US)
PA
AS
HT
O 2011 (
US)
PA
AS
HT
O 2011 (
US)
PAASHTO 2011 (US)
WB-62
AAS
HT
O 2011 (
US)
WB-62
AASHTO 2011 (US)
WB-62AASHTO 2011 (US)
WB-67
AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
WB-67
AAS
HT
O 2011 (
US)
WB-67AASHTO 2011 (US)
WB-67
AAS
HT
O 2011 (
US)
1475
1470
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
By
Co
py
To:
For:
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
d20
Scale:
Hor. 1 in
ch
=ft.
Date:
DESIG
N
FIL
E:
DA
TE:
V:\
1938\activ
e\193801516\
CA
D\
Dw
g\
CD1406-66_lo
1.d
gn
8/29/2014
T00000
75
VICINIT
Y
OF
T.H.9
4
50
ST
AN
TE
C
0000
Pre
pare
d
By
Re
vie
we
d
By
Le
vel 1 L
AY
OU
T
AP
PR
OV
AL
20
20
20
20
20
Prin
cip
al G
eo
metric
Engin
eer
District
Preli
min
ary
Desig
n
Engin
eer
District
Traffic
Engin
eer
Re
vie
we
d
By
Transportatio
n
District/
Divisio
n
Engin
eer
Appro
ve
d
By
Appro
ve
d
By
State
Desig
n
Engin
eer
EN
GI
NE
ER
UN
DE
R
TH
E
LA
WS
OF
TH
E
ST
AT
E
OF
MI
NN
ES
OT
A.
DI
RE
CT
SU
PE
RVI
SI
ON
AN
D
TH
AT I
AM
A
DU
LY
LI
CE
NS
ED
PR
OF
ES
SI
ON
AL
I
HE
RE
BY
CE
RTI
FY
TH
AT
THI
S
LA
YO
UT
WA
S
PR
EP
AR
ED
BY
ME
OR
UN
DE
R
MY
DA
TE
RE
G.
NO.
PRELIMINARY CONSTRUCTION LIMITS
BRIDGES
ROADWAYS (INCLUDING TURN LANES)
EXISTING R/W
SHOULDERS
SIDEWALKS
RETAINING WALLS
PROPOSED SIGNAL
COLOR KEY
INPLACE SIGNAL
MULTI-USE PATH OR TRAIL
CURBS, PAVING & MEDIANS
CONCRETE BARRIER
STORM WATER PONDS
BOULEVARD
RAILROAD R/W
INPLACE WETLAND
26
12
4
25
SCALE IN FEET
25
SCALE IN FEET
LOCATION MAP
1500
SCALE IN FEET
MN
MP
H
SP
EE
D
PO
ST
ED
DESIG
N
SP
EE
D
MP
H
MP
H
SP
EE
D
PO
ST
ED
DE
SI
GN
SP
EE
D
MP
H
MP
H
40
SP
EE
D
PO
ST
ED
DE
SI
GN
SP
EE
D
40
MP
H
T.H.75
2035 AM/PM PEAK HOUR VOLUMES
OF
F-
RA
MP
T.
H.9
4
EB
T.H.75
2035 AM/PM PEAK HOUR VOLUMES
MP
H
SP
EE
D
PO
ST
ED
DESIG
N
SP
EE
D
MP
H
55
MP
H
SP
EE
D
PO
ST
ED
DE
SI
GN
SP
EE
D
MP
H
55
70
1406-66
75
70
74
5A/
78
0P
59
5A/
10
15
P
100A/165P
2275A/1545P
130A/155P
500A/1190P
29
5A/
15
0P
14
0A/
18
5P
OF
F-
RA
MP
T.
H.9
4
WB
T.H.75
2035 AM/PM PEAK HOUR VOLUMES
24
TH
AV
E
S.
40
A/6
0P
75
A/1
20
P
40
0A/4
90
4P
60A/130P
730A/1385P
15A/85P
270A/235P
1610A/1095P
250A/340P
70
A/6
5P
30
A/6
5P
37
0A/
31
0P
14
MIN
NESOTA
DE
PA
RT
ME
NT
OF TRANS
PO
RT
ATIO
N
M
IN
NE
SOT
A
DEPARTME
NT
OF
TR
ANS
POR
TATION
FR
OM
37
TH
AV
EN
UE S
TO 24
TH
AV
EN
UE S
490A/1155P
1015A/1030P
1835A/1525P
1180A/800P
MATCHLINE ’A’ - SEE ABOVE
MATCHLINE ’B’ - SEE ABOVE
MA
TC
HLI
NE ’
B’ -
SE
E
BE
LO
W
MA
TC
HLI
NE ’
A’ -
SE
E
BE
LO
W
I-
94
WB
I-
94
EB
I-94
WB
OF
F-
RA
MP
T.H. 75
I-94
EB
OF
F-
RA
MP
I-94
EB
ON-
RA
MP
I-94
WB
ON-
RA
MP
T.
H.
75
PROJECT LOCATION
WB-67 TURNING MOVEMENTS
WB-67 TURNING MOVEMENTS
I-94 EB
I-94 WB
INP BR 14814
INP BR 14813
24
TH
AV
EN
UE
S.
FRONTAGE ROAD
FRONTAGE ROAD
HOLI
DA
Y
DRI
VE
(8TH STREET S.)
T.H. 75NB
BE
LS
LY
BL
VD.
20
TH
AV
EN
UE
S.
23
RD
AV
EN
UE
S.
22
ND
AV
EN
UE
S.
22
ND
AV
EN
UE
S.
32
ND
AV
EN
UE
S.
30
TH
AV
EN
UE
S.
30
TH
AV
EN
UE
S.
35
TH
AV
E.
S.
FRONTAGE ROAD
37
TH
AV
E. S.
37
TH
AV
E.
S.
RE
D
RI
VE
R
NO
RT
H
DA
KO
TA
MI
NN
ES
OT
A
CI
TY
LI
MI
TS
MO
OR
HE
AD
20
TH
ST.
40
TH
AV
E.
S.
40
TH
AV
E.
S.
MILL AND OVERLAY
TREE CLEAR AND GRUB
IM
PAI
RE
D
WA
TE
R
T.H.75
OF
F-
RA
MP
T.
H.94
EB
EXISTING AM/PM PEAK HOUR VOLUMES
68
4A/
73
9P
0A/
1P
29
2A/
72
6P
55A/117P
391A/875P
67A/89P
1279A/911PT.H.75
OF
F-
RA
MP
T.
H.9
4
WB
1247A/1143P
716A/507P
EXISTING AM/PM PEAK HOUR VOLUMES
365A/889P
735A/833P
12
6A/
69
P
81
A/
10
3P
T.H.75
24
TH
AV
E
S.
13
A/
48
P
59
A/
99
P
20
3A/
37
5P
57A/104P
556A/1045P
10A/66P
73
A/
66
P
36
A/
72
P
34
1A/
302
P
EXISTING AM/PM PEAK HOUR VOLUMES
189A/167P
1022A/815P
162A/230P
TH75SB
TH75NB
TH75NB
TH75SB
OFF RAMP
I94WB
ON RAMP
I94WB
OFF RAMP
I94EB
ON RAMP
I94EB
TH75SB
TH75NB
ON RAMP
I94WB
TH75NB
TH75SB
24
TH
AV
EN
UE
S.
WB-62 TURNING MOVEMENTS 25
SCALE IN FEET
WB-62 TURNING MOVEMENTS 25
SCALE IN FEET
WB-62 TURNING MOVEMENTS 25
SCALE IN FEET
WB-62 TURNING MOVEMENTS 25
SCALE IN FEET
WB-62 TURNING MOVEMENTS 25
SCALE IN FEET
24
TH
AV
EN
UE
S.
30
TH
AV
EN
UE
S.
TH75NB
TH75SB
TH75SB
TH75NB
24
TH
AV
EN
UE
S.
30
TH
AV
EN
UE
S.
TH75NB
TH75SB
TH75NB
TH75SB
WB-62 TURNING MOVEMENTS
STAFF TO DISCUSS PUBLIC INPUT, ICE RESULTS AND OTHER
CONSIDERATIONS.
ADDITIONAL MEETINGS WERE HELD WITH MNDOT D4 AND CITY OF
MOORHEAD
OPEN HOUSE HELD NEAR THE PROJECT SITE ON JANUARY 23RD, 2014.
AVENUE. PRELIMINARY FINDINGS OF THE ICE WERE PRESENTED AT A
PUBLIC
AND PARTIAL CLOVERLEAF INTERCHANGE WITH INDIRECT LEFT-TURNS AT
30TH
INDIRECT LEFT-TURNS AT 30TH AVENUE, PARTIAL CLOVERLEAF
INTERCHANGE,
AVENUE, NORTHEAST LOOP INTERCHANGE, NORTHEAST LOOP INTERCHANGE
WITH
DIVERGING DIAMOND INTERCHANGE WITH INDIRECT LEFT-TURNS AT
30TH
INTERCHANGE WITH ROUNDABOUTS, DIVERGING DIAMOND INTERCHANGE,
(ICE). ALTERNATIVES EVALUATED INCLUDED: NO-BUILD, DIAMOND
WERE EVALUATED THROUGH AN INTERSECTION CONTROL EVALUATION
STUDY
IN EARLY 2014 THOSE ALTERNATIVES WARRANTING FURTHER
CONSIDERATION
CONSTRUCTION COSTS.
RIGHT-OF-WAY NEEDS ARE PRESENTED; AND WHAT ARE THE ESTIMATED
DOES THE CONCEPT HAVE ON EXISTING DRAINAGE DITCHES; WHAT
THE EXISTING BRIDGES OVER I 94 ACCOMMODATE THE CONCEPT; WHAT
IMPACTS
ANSWERED: HOW DOES THE CONCEPT APPEAR TO FUNCTION IN VISSIM;
WILL
IN CONSIDERING THE ALTERNATIVES THE FOLLOWING QUESTIONS WERE
LEFTS) WERE TO BE CONSIDERED AT 30TH AVENUE.
INTERCHANGE OPTION, INDIRECT LEFT TURNS (FORMERLY KNOWN AS
MICHIGAN
WITH LOOPS IN THE NE AND SE QUADRANTS. IN ADDITION TO EACH
QUADRANT ONLY AND A PARTIAL CLOVERLEAF/FOLDED DIAMOND
INTERCHANGE
DISCUSSIONS: A MODIFIED PARTIAL CLOVERLEAF WITH A LOOP IN THE
NE
ADDED FOR EVALUATION THROUGH PROJECT MANAGEMENT TEAM (PMT)
CLOVERLEAF INTERCHANGE. ADDITIONALLY, TWO OTHER ALTERNATIVES
WERE
DDI INTERCHANGE WITH LOOPS IN THE NE & SW QUADRANTS, AND A
FULL
PARTIAL CLOVERLEAF INTERCHANGE WITH LOOPS IN THE NE & SW
QUADRANTS,
CONSIDERATION OF THE FOLLOWING OPTIONS IN ADDITION TO THE
DDI:
OF THE PROJECT. THE VE STUDY CALLED FOR CONCEPTUAL LEVEL
IN LATE 2012, MNDOT COMPLETED A VALUE ENGINEERING STUDY (VE
STUDY)
WAS HIRED TO PROVIDE PRELIMINARY AND DETAILED DESIGN OF A
DDI.
DIVERGING DIAMOND INTERCHANGE (DDI). IN JUNE 2012 THE STANTEC
TEAM
THEIR PROPOSAL THE STANTEC/HDR TEAM RECOMMENDED CONSIDERATION OF
A
DETAILED DESIGN OF THE US 75 & I 94 INTERCHANGE PROJECT. AS
PART OF
DISTRICT 4 ISSUED A REQUEST FOR PROPOSALS TO DELIVER PRELIMINARY
AND
(PARCLO) INTERCHANGE AS A PREFERRED ALTERNATIVE. IN 2012
MNDOT
REPORT. THE REPORT IDENTIFIED A PARTIALLY FOLDED
DIAMOND/CLOVERLEAF
INTERCHANGE WAS ONE OF THE PRIORITIZED RECOMMENDATIONS FROM
THAT
COUNCIL OF GOVERNMENTS. IMPROVEMENTS TO THE US (TH) 75 & I
94
STUDY REPORT WAS PREPARED FOR THE FARGO-MOORHEAD
METROPOLITAN
IN JUNE OF 2008 A REPORT TITLED TH 75 AND 20TH STREET -
CORRIDOR
LAYOUT HISTORY
’
CLAY COUNTY
(TYP)AND REPLACEMENTTREE REMOVAL
update
d: June
2014
Transportatio
n
Pla
n
So
urce:
Metro
CO
G 2040
estim
ate
d f
or years 2015 and 2040
The traffic volu
mes sho
wn are
June
5, 2014
GENERAL NOTES
30
30
30
30
DE
SI
GN
SP
EE
D
40
MP
HM
PH
40
SP
EE
D
PO
ST
ED
DESIG
N
SP
EE
D
40
MP
HM
PH
40
SP
EE
D
PO
ST
ED
DESIG
N
SP
EE
D
40
MP
HM
PH
40
SP
EE
D
PO
ST
ED
WHERE IT IS LOWERED TO 30 MPH.
EXCEPT THROUGH THE INTERCHANGE (INCLUDING THE RAMP
INTERSECTIONS)
TH 75 NORTH BOUND AND SOUTH BOUND LANES IS 40 MPH
2. THE DESIGN SPEED AND POSTED SPEED LIMIT FOR
UPDATED: JUNE 2014
SOURCE: METRO COG 2040 TRANSPORTATION PLAN
FOR YEARS 2015 AND 2040
1. THE TRAFFIC VOLUMES SHOWN ARE ESTIMATED
2
SU-40 TURNING MOVEMENTS
25
SCALE IN FEET
AVE.TH
AVE. AND 30TH
- UPDATED DESIGN VEHICLE PATHS AND UPDATED INTERSECTION CORNERS
AT 24
- REDUCED WIDTH OF NORTHBOUND TO EASTBOUND RIGHT TURN LANE TO
SOUTHEAST RAMP.
- REDUCED TWO LANE WIDTHS ACROSS THE BRIDGE TO 11 FT TO PROVIDE
ADDITIONAL SNOW STORAGE.
AVE. S.TH
- PROVIDED DEDICATED RIGHT TURN LANE FROM SOUTHBOUND T.H. 75 TO
24
- REVISED GEOMETRY OF THE NORTHWEST RAMP INCLUDING MERGE
GEOMETRY AND EXTENDING THE RAMP NOSE
MADE THE FOLLOWING CHANGES IN RESPONSE TO COMMENTS FROM THE
GEOMETRIC DESIGN SUPPORT UNIT:
AUGUST 2014 REVISIONS FROM LAYOUT 1B TO LAYOUT 2
- TYPICAL SECTIONS REVISED PER HDR PEER REVIEW OF SCOPING
DOCUMENT.
JUNE 2014 REVISIONS FROM LAYOUT 1A TO LAYOUT 1B.
- EXTENDED REPLACEMENT OF CENTER RAISED MEDIAN NORTH OF 24TH AVE
S. TO INCLUDE ENTIRE MEDIAN.
CB.
- EXTENDED CURB AND GUTTER ALONG SOUTHBOUND TH 75 STATION
1457+00 TO 1454+00 TO GET WATER INTO
- ADDED PEDESTRIAN UNDERPASSES OF EASTERN RAMPS
- ADDED PEDESTRIAN CROSSINGS OF ALL FOUR LEGS AT TH 75/24TH AVE
S.
- ADDED RECONSTRUCTION OF TRAIL FROM 30TH AVE S. TO 40TH AVE S.
INCREASED WIDTH FROM 7’ TO 10’.
- ADDED PEDESTRIAN CROSSINGS OF ALL FOUR LEGS AT TH 75/30TH AVE
S.
- ADDED PEDESTRIAN CURB RAMPS AT NW, SW, AND SE QUADRANTS AT
TH75/35TH AVE S.
- ADDED PEDESTRIAN CROSSINGS AT EACH LEG OF TH 75/37TH AVE
S.
TO BE URBAN TO THE NORTH AND SOUTH AND 30TH IS URBAN.
- ELIMINATED 100’ NB RURAL SECTION JUST NORTH OF 30TH. TH 75 IS
BEING PROPOSED
- MODIFY NB TH 75 AND TURN LANE TO HOLIDAY DRIVE URBAN AND
MODIFY LANE WIDTH TO READ 13’
(EXISTING IS A MIX OF URBAN AND RURAL)
- MODIFIED NE RAMP TO SHOW 4’ INSIDE SHLD, 6’ OUTSIDE SHLD, AND
RURAL SECTION
- INCREASED RADIUS OF FIRST/LAST CURVE ON THE NE AND SE RAMPS TO
MEET CURRENT STANDARD
- SE RAMP DESIGN CHANGED FROM RURAL TO URBAN
THAT WRAPS AROUND ONTO SB T.H. 75
- SW RAMP MODIFIED TO HAVE 4’ LT SHLD EXTENDED TO THE CURB AND
GUTTER SECTION AND A 6’ RT SHLD
- VERTICAL CURVES ON T.H. 75 - INCREASE LENGTH TO MIN 120’ FOR
HIGHER, 40 MPH, DESIGN SPEED
- LAYOUT REVISED IN RESPONSE TO HDR PEER REVIEW AND MNDOT D4
REVIEW COMMENTS
JUNE 2014 REVISIONS FROM LAYOUT 1 TO LAYOUT 1A.
Pro
gra
mm
ed
Lettin
g
Date
Se
pte
mber 25, 2015
8/2
9/2
01
4
AU
GU
ST
200
SCALE IN FEET
200
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
50
SCALE IN FEET
MP
H
40
SP
EE
D
PO
ST
ED
DESIG
N
SP
EE
D
40
MP
H
DESIG
N
SP
EE
D
40
MP
H
SP
EE
D
PO
ST
ED
40
MP
H
R=75.0’
R=357.0’
R=60.0’ R=102.0’R=2.0’ R=2.0’
R=2.0’
R=25.0’
R=2.0’
R=132.0’
R=2.0’
R=75.0’
R=2.0’
R=2.0’
R=2.0’
R=2.0’
R=140.0’
R=53.0’
R=11560.0’
R=8650.0’
R=551.3’
R=375.0’
R=77.0’
R=75.0’
R=357.0’
R=60.0’
R=10
2.0’
R=2.0’
R=2.0’
R=2.0’
R=25.0’
R=2.0’
R=132.0’
R=2.0’R
=75.0’
R=2.0’
R=2.0’
R=2.0’
R=2.0’
R=140.0’
R=53.0’
R=1440.
0’
R=1440.0’
R=551.3’R=375.0’
R=77.0
’
30
TH
AV
E
S.
T.H.75
2035 AM/PM PEAK HOUR VOLUMES
11
0A/
13
0P
20
A/
45
P
30
A/
14
0P
205A/255P
800A/1815P
90A/130P
60A/85P
1990A/1290P
20A/80P
27
5A/
29
0P
25
A/
35
P
105
A/95
P
(8TH STREET S.)
T.H. 75SB
30
TH
AV
E
S.
T.H.75
12
3A/
10
7P
37
A/
52
P
12
A/
45
P
33
3A/
38
2P
21
A/
51
P
72
A/117
P
EXISTING AM/PM PEAK HOUR VOLUMES
275A/450P
344A/983P
64A/168P
48A/58P
890A/511P
8A/24P
tfidlerLine
tfidlerLine
