? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? 1646 SINCLAIR 1668 PRO LUBE 1606 WINONA CHURCH 1630 PIZZA HUT 1620 MCDONALDS 1536 SPORTS SPINE 1536 INSURACE AMERICAN FAMILY 1483 SUBWAY 1465 HAPPY CHEF 1450 STERLING MOTEL 1450 STERLING MOTEL 1455 TACO BELL 1441 1423 NAILS 1423 NAILS 1473 SLUMBERLAND 1429 WELLINGTONS 1437 CHOLA VISTA 571 ALTRA 1650 SAUER HEALTH CARE 1698 FAITH LUTHERN CHURCH 900 100 800 700 705 710 200 500 40 44 31 33 70 75 80 83 84 2 0 22 2 5 300 305 3 1 0 1630 1635 1640 1645 1650 1655 1630 1635 1640 1645 1650 1655 P AASHTO 2011 (US) P AASHTO 2011 (US) NB TH 61 SB TH 61 VEHICLE = PASSENGER CAR WB-62 AASHTO 2011 (US) WB-62 AASHTO 2011 ( US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 2011 ( US) W SERVICE RD ORRIN ST NB TH 61 SB TH 61 VEHICLE = WB-62 P AASHTO 2011 (US) P AASHTO 2011 (US) S-BUS-36 AASHTO 2011 (US) S-BUS-36 AASHTO 2011 ( US) S-BUS-36 AASHTO 2011 (US) S-BUS-36 AASHTO 2011 (US) S- BUS- 36 AASHTO 2011 ( US) S-BUS-36 AASHTO 2011 (US) G I L M O R E AV E W SERVICE RD NB TH 61 SB TH 61 AND PASSENGER CAR VEHICLE = SCHOOL BUS WB-62 AASHTO 2011 (US) W B - 6 2 AASHTO 20 1 1 ( US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 20 1 1 ( US) W B - 62 AASHTO 2011 ( US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 2 0 1 1 ( US) WB-62 AASHTO 2011 (US) W B - 6 2 AASHTO 2 0 1 1 ( US) W B - 6 2 AASHTO 2 0 11 ( US) WB-62 AASHTO 2011 (US) W B - 6 2 AASHTO 2011 ( US) WB-62 AASHTO 2011 (US) WB-62 AASH T O 2011 ( US) W SERVICE RD NB TH 61 SB TH 61 VEHICLE = WB-62 VEHICLE = WB-62 WB-62 AASHTO 2011 ( US) WB-62 AASHTO 2011 ( US) WB-62 AASHTO 2011 ( US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 2011 (US) WB-62 AASHTO 2011 ( US) WB- 6 2 AASHTO 2011 ( US) WB- 6 2 AASHTO 2011 ( US) WB-62 AASHTO 2011 ( US) WB - 62 AASHTO 2011 ( US) WB-62 AASHTO 2011 ( US) G I L M O R E AV E VEHICLE = WB-62 60 0 120 scale in feet LEGEND (TOE OF SLOPE) PRELIMINARY CONSTRUCTION LIMITS RAISED MEDIANS & CURBS PAVED SHOULDERS PROPOSED TRAFFIC SIGNAL PAVED ROADWAY EXISTING TRAFFIC SIGNAL EXISTING RIGHT OF WAY TEMPORARY EASEMENTS (XXXA/XXXP) XXXA/XXXP (2016A/2016P) 2036A/2036P MOUNTABLE MEDIANS & CURBS CONCRETE WALK CITY OF WINONA WINONA COUNTY 6' SHLD 6' SHLD 10' MEDIAN 6' MEDIAN 5' WALK J UN C T I ON S T ORRIN ST MACEMAN STREET M A R K S T R EET K R A E M E R D R W K I NG S T W SERVICE RD W SERVICE RD ORRIN ST G I L M O R E AV E CLARKS LN 6' BI KE LANE 10' MEDIAN 14' LT TURN LANE 1 0 ' S H L D 10' SHLD 12' THRU 12' THRU 18 ' T H R U 1 8 ' T H R U 10' SHLD 10' MEDIAN 10' SHLD 12' THRU 14' THRU 4' MEDIAN 12' THRU 14' THRU 14' X 305' LT TURN LANE 12' THRU 12' X 150' RT TURN LANE 14' X 350' LT TURN LANE EX. 12' THRU EX. 12' THRU EX. 14' THRU 14' X 150' LT TURN LANE 14' X 130' LT TURN LANE EX. 12' THRU EX. 12' THRU 14' x 175' LT TURN LANE EX. 12' THRU 14' THRU 14' THRU 12' LT TURN LANE EX. 12' RT TURN LANE 1 : 15 E X . 1 2 ' T H R U E X . 1 2 ' T H R U EX. 12' THRU EX. 12' THRU EX. 14' THRU EX. 12' THRU EX. 12' THRU EX. 14' THRU EX. 12' THRU EX. 12' THRU E X . 14 ' T H R U E X . 1 0 ' S H L D 14' X 150' LT TURN LANE 14' THRU 15' THRU 12' X 350' RT TURN LANE 1 : 1 0 10' MEDIAN 12' X 350' RT TURN LANE EX. 14' LT TURN LANE 30.0' 33.0' +25.0 +65.0 +25.0 +67.0 10' MEDIAN +67.2 +47.0 +80.6 +35.0 +95.0 +86.4 +38.1 +35.0 +95.0 +40.4 +60.0 +66.2 4 2 . 0 ' EX. 14 ' THRU +90.3 4' BLVD 5' WALK 5' WALK 4' BLVD EX. 14' RT TURN LANE 14' X 95' LT TURN LANE SERVICE DR +21.7 1 : 1 0 +15.0 33.0' 25.0' 6' BIKE LANE 55' R 100' R +30.0 25' R 15' R +90.7 1 : 10 40' R 40' R 12' THRU 15' 1 5 ' 23' R 40' R 40' R 100' R 40' R 40' R +50.0 + 5 0 . 0 T.H. 61 (100A/100P) 120A/120P (430A/785P) 520A/940P (60A/40P) 70A/50P GI L M OR E AV E . ( 25A/30P)30A/35P ( 45A/80P)55A/95P ( 130A/255P)155A/305p ( 10A/45P)10A/55P ( 25A/30P)30A/30P ( 20A/40P)25A/50P (5A/25P) 5A/30P (610A/680P) 735A/815P (225A/225P) 270A/270P (5A/45P) 5A/55P G I L MO R E AV E . SERVI CE RD ( 3 0 A / 6 0 P ) 3 5 A / 70 P ( 20 A / 2 0 P ) 2 5 A / 2 5 P ( 300A/260P)360A/310P ( 10A/35P)10A/40P ( 4 0 A / 65 P ) 50 A / 8 0 P ( 180 A / 3 4 5 P ) 215 A / 4 1 0 P T.H. 61 G I L M O R E A V E . (10A/60P) 15A/70P (725A/820P) 870A/985P (25A/80P) 30A/90P ( 120A/155P)145A/185P (555A/1000P) 670A/1200P (30A/125P) 35A/150P ( 20A/70P)25A/85P G I L M O R E A V E . WEST SERVICE RD. (20A/120P) 25A/145P ( 30A/170P)35A/205P ( 25A/35P)30A/40P (30A/105P) 35A/125P ( 90A/50P)110A/60P ( 80A/150P)100A/175P G I LM O R E AV E . WEST SERVICE RD. ( 70A/55P)80A/70P (45A/45P) 55A/55P (55A/115P) 65A/135P SPEED DESIGN SPEED POSTED EXISTING SPEED LIMIT 30 SPEED LIMIT 30 SPEED DESIGN SPEED POSTED EXISTING SPEED LIMIT 30 SPEED LIMIT 30 SPEED DESIGN SPEED POSTED EXISTING SPEED LIMIT 45 SPEED LIMIT 45 T.H. 61 (15A/30P) 20A/35P (530A/975P) 640A/1170P T.H. 61 ORRI N ST. 40A/90P ( 35A/75P) ( 20A/1 1 5P)25A/140P (10A/40P) 10A/50P (740A/845P) 890A/1010P (40A/35P) 50A/40P (20A/45P) 25A/55P (510A/930P) 620A/1115P (35A/85P) 40A/100P 2036 ADT = 23,150 VPD 2016 ADT = 19,100 VPD (30 MPH) e = NC 300.0' R (15 MPH) e = NC 60.0' R (20 MPH) e = NC 150.0' R (20 MPH) e = NC 150.0' R (15 MPH) e = NC 25.0' R (15 MPH) e = NC 75.0' R (20 MPH) e = NC 100.0' R (30 MPH) e = NC 350.0' R (15 MPH) e = NC 22.0' R (15 MPH) e = NC 38.0' R (20 MPH) e = NC 172.0' R (20 MPH) e = NC 100.0' R (20 MPH) e = NC 44.0' R (20 MPH) e = NC 100.0' R (25 MPH) e = NC 228.0' R 100' R 40' R 40' R 40' R 40' R +52.2 +32.9 +78.2 +57.8 8' SHLD (20 MPH) e = NC 130.0' R 33.0' 6' MEDIAN + 56.1 24' +04.7 +72. 4 + 01 . 0 +53.0 + 15 . 4 + 6 4 . 5 11' SHLD. +01.3 + 0 2 . 2 +77.5 +97. 5 +77.5 +90.0 4 ' B L VD 5 ' W A L K 24' +49 . 2 +5 6 . 0 + 7 9 . 3 + 2 7 . 6 + 4 9 . 3 +90.7 +21.8 +49.3 +30.0 +54.6 3' R +76.5 + 8 2 . 3 +24.0 +83.6 1 : 5 6' SHLD +51.9 +35.0 (35 MPH) e = NC 500.0' R (30 MPH) e = NC 400.0' R (15 MPH) e = NC 50.0' R (20 MPH) e = NC 150.0' R +26.5 +47.8 15' R +17.4 +67.4 9' SHLD +99.1 +69.9 +95.8 +22.2 5'R 5'R +20.5 +65.0 +65.0 +25.0 +95.0 +63.0 +89.5 +70.2 +92.3 4 ' WA L K +17. 0 1 : 2 1:2 100' R +30.9 +55.6 +63.2 +65.0 +65.0 +84.9 { NB TH 61 { SB TH 61 1 : 5 1 : 5 1 : 5 1 : 5 1 : 15 15' R 15' R 25' R 50' R 40' R 20' R 15' R 1 : 10 38' R RT TURN LANE 14' X 85' 2 0 ' 3' R EX. 18' THRU EX. 18' THRU EX. 18' THRU EX. 18' THRU { EB GILMORE AVE { WB GILMORE AVE 40' R GILMORE AVE W SERVICE ROAD TRAFFIC VOLUMES TH 61 35' R +12.6 EX. 4' SHLD EX. 4' SHLD EX. 4' SHLD EX. 19' THRU EX. 19' THRU EX. 12' SHLD EX. 10' SHLD EX. 18' THRU EX. 18' THRU EX. 11' SHLD EX. 15' SHLD +95.1
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8811_loaP AASHTO 2011 (US)
P AASHTO 2011 (US)
WB-62 AASHTO 2011 (US)
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
WB-62 AASHTO 2011 (US)
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
W SERVICE RD
U S )
U S )
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
W B - 6
U S )
U S )
U S )
WB- 62
AASHTO 20
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
WB- 62
AASHTO 20
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
G I L
VEHICLE = WB-62
700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 620
630
640
650
660
670
TRAFFIC
CL WB GILMORE AVE
20+00 21+00 22+00 23+00 24+00 25+00 620
630
640
650
660
TRAFFIC
2 1
79+00 80+00 81+00 82+00 83+00 84+00 85+00
TRAFFIC
620
630
640
650
660
630
640
650
660
670
TRAFFIC
CL W SERVICE RD
40+00 41+00 42+00 43+00 44+00 620
630
640
650
660
670
TRAFFIC
630
640
650
660
670
630
640
650
660
670
TRAFFIC
CL W SERVICE RD
630
640
650
660
670
TRAFFIC
LAYOUT HISTORY
PROJECT LOCATION
600 120
H :\
P r o j e c t s \ 8 8 11 \
C A
v e
a .d
g n
-
m e
w n
o n
n t a t iv
e
a n
d s u b j e c t t o c
h a n
v a l
v o lu
w n a r e
B y
Y
y 6 1
y
y
c h
P r e
v e
g
N
D is t r ic t
T r a f f ic
E n g in
1 5
D e s ig
e e r
T r a n s p o r t a t io
n
E n
g in
GEOMETRIC LAYOUT
INTERSECTION AND MINI-ROUNDABOUT
REVIEW.
INCORPORATED INTO THE LAYOUT.
HELD WITH THE GEOMETRIC DESIGN SUPPORT UNIT
OF THE LAYOUT WAS REVIEWED AND A MEETING
JULY 16, 2015 - A PRELIMINARY DESIGN REVIEW
COULD LEAD TO DRIVER CONFUSION.
AND MINIMIZE THE AMOUNT OF PAVEMENT THAT
ROUNDABOUT TO IMPROVE TRAFFIC OPERATIONS
OF US 61) INTERSECTION WAS UPDATED TO A MINI-
MAY 2015 - GILMORE AVENUE/SERVICE DRIVE (EAST
SIGNALS INTO ONE.
OPERATIONS TO THE AREA BY REDUCING THE NUMBER
PROJECT WILL IMPROVE SAFETY AND TRAFFIC
INTERSECTION OF US 61 & ORRIN STREET. THE
AND NEAR MISSES ARE OCCURRING AT THE
NEAR THESE INTERSECTIONS, NUMEROUS ACCIDENTS
DRIVE (NO NAME) ARE OVERDUE FOR REPLACEMENT.
US 61 & GILMORE AVENUE AND US 61 & SERVICE
THE SIGNAL SYSTEMS AT THE INTERSECTIONS OF
0 8 / 1 1 / 2 0 1 5
4 6 6 1 2
6' SHLD
6' SHLD
10' MEDIAN
6' MEDIAN
K R
A E
O R
R I
N S
10 '
SHLD
12' THRU
EX. 12' THRU
EX. 12' THRU
EX. 14' THRU
14' X 150' LT TURN LANE14' X 130' LT TURN LANE
EX. 12' THRU
EX. 12' THRU
EX. 12' THRU
1 4 ' T
1:15
H R
H R
14' THRU
15' THRU
1:10
EX. 14' LT TURN LANE
3 0 .
H R
1 4 '
A / 3 0 5 p
(1 0
A / 5 5 P
A / 3 10
A / 4 0 P
A / 1 8 5 P
(555A/1000P) 670A/1200P
(30A/125P) 35A/150P
(2 0
(2 5
A / 4 0
G I L
A / 7 0
(2 0
A / 115
P ) 2
H R
H R
SHLD
4.0'
SHLD
6.0'
THRU
14.0'
THRU
14.0'15.0'
4.0%
2.0%
12.0'
THRU
2.0%
10.0'
SHLD
2.0%
B624 C&GB624 C&GB624 C&G B624 C&G
10.0'4.0'
1:61:6
10.0'
SHLD
12.0'
THRU
14.0'
THRU
10.0'
MEDIAN
14.0'
1:61:6
19.0'
2.0% 2.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0%2.0%2.0%2.0%
B624 C&G
1.5%4.0%
(OR FLATTER)
VAR (1:3)
(OR FLATTER)
VAR (1:3)
B624 C&G
4.0%
{ EB GILMORE AVE
{ WB GILMORE AVE
{ WB GILMORE AVE
{ EX GILMORE AVE { EB GILMORE AVE{ WB GILMORE AVE
DESIGN SPEED = 45 MPH
SHLD / LEFT TURN LANE
DESIGN SPEED = 30 MPH
DESIGN SPEED = 30 MPH
RIGHT TURN LANE
21.5'
EXISTING GILMORE AVE TYPICAL
PROPOSED TH 61 TYPICAL
EXISTING SPEED = 45 MPH
DESIGN SPEED = 45 MPH
PROPOSED GILMORE AVE TYPICAL
PROPOSED GILMORE AVE TYPICAL
P AASHTO 2011 (US)
WB-62 AASHTO 2011 (US)
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
WB-62 AASHTO 2011 (US)
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
W SERVICE RD
U S )
U S )
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
W B - 6
U S )
U S )
U S )
WB- 62
AASHTO 20
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
WB- 62
AASHTO 20
W B - 6 2
A A S H T O 2 0 1 1 ( U S )
G I L
VEHICLE = WB-62
700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 620
630
640
650
660
670
TRAFFIC
CL WB GILMORE AVE
20+00 21+00 22+00 23+00 24+00 25+00 620
630
640
650
660
TRAFFIC
2 1
79+00 80+00 81+00 82+00 83+00 84+00 85+00
TRAFFIC
620
630
640
650
660
630
640
650
660
670
TRAFFIC
CL W SERVICE RD
40+00 41+00 42+00 43+00 44+00 620
630
640
650
660
670
TRAFFIC
630
640
650
660
670
630
640
650
660
670
TRAFFIC
CL W SERVICE RD
630
640
650
660
670
TRAFFIC
LAYOUT HISTORY
PROJECT LOCATION
600 120
H :\
P r o j e c t s \ 8 8 11 \
C A
v e
a .d
g n
-
m e
w n
o n
n t a t iv
e
a n
d s u b j e c t t o c
h a n
v a l
v o lu
w n a r e
B y
Y
y 6 1
y
y
c h
P r e
v e
g
N
D is t r ic t
T r a f f ic
E n g in
1 5
D e s ig
e e r
T r a n s p o r t a t io
n
E n
g in
GEOMETRIC LAYOUT
INTERSECTION AND MINI-ROUNDABOUT
REVIEW.
INCORPORATED INTO THE LAYOUT.
HELD WITH THE GEOMETRIC DESIGN SUPPORT UNIT
OF THE LAYOUT WAS REVIEWED AND A MEETING
JULY 16, 2015 - A PRELIMINARY DESIGN REVIEW
COULD LEAD TO DRIVER CONFUSION.
AND MINIMIZE THE AMOUNT OF PAVEMENT THAT
ROUNDABOUT TO IMPROVE TRAFFIC OPERATIONS
OF US 61) INTERSECTION WAS UPDATED TO A MINI-
MAY 2015 - GILMORE AVENUE/SERVICE DRIVE (EAST
SIGNALS INTO ONE.
OPERATIONS TO THE AREA BY REDUCING THE NUMBER
PROJECT WILL IMPROVE SAFETY AND TRAFFIC
INTERSECTION OF US 61 & ORRIN STREET. THE
AND NEAR MISSES ARE OCCURRING AT THE
NEAR THESE INTERSECTIONS, NUMEROUS ACCIDENTS
DRIVE (NO NAME) ARE OVERDUE FOR REPLACEMENT.
US 61 & GILMORE AVENUE AND US 61 & SERVICE
THE SIGNAL SYSTEMS AT THE INTERSECTIONS OF
0 8 / 1 1 / 2 0 1 5
4 6 6 1 2
6' SHLD
6' SHLD
10' MEDIAN
6' MEDIAN
K R
A E
O R
R I
N S
10 '
SHLD
12' THRU
EX. 12' THRU
EX. 12' THRU
EX. 14' THRU
14' X 150' LT TURN LANE14' X 130' LT TURN LANE
EX. 12' THRU
EX. 12' THRU
EX. 12' THRU
1 4 ' T
1:15
H R
H R
14' THRU
15' THRU
1:10
EX. 14' LT TURN LANE
3 0 .
H R
1 4 '
A / 3 0 5 p
(1 0
A / 5 5 P
A / 3 10
A / 4 0 P
A / 1 8 5 P
(555A/1000P) 670A/1200P
(30A/125P) 35A/150P
(2 0
(2 5
A / 4 0
G I L
A / 7 0
(2 0
A / 115
P ) 2
H R
H R
SHLD
4.0'
SHLD
6.0'
THRU
14.0'
THRU
14.0'15.0'
4.0%
2.0%
12.0'
THRU
2.0%
10.0'
SHLD
2.0%
B624 C&GB624 C&GB624 C&G B624 C&G
10.0'4.0'
1:61:6
10.0'
SHLD
12.0'
THRU
14.0'
THRU
10.0'
MEDIAN
14.0'
1:61:6
19.0'
2.0% 2.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0%2.0%2.0%2.0%
B624 C&G
1.5%4.0%
(OR FLATTER)
VAR (1:3)
(OR FLATTER)
VAR (1:3)
B624 C&G
4.0%
{ EB GILMORE AVE
{ WB GILMORE AVE
{ WB GILMORE AVE
{ EX GILMORE AVE { EB GILMORE AVE{ WB GILMORE AVE
DESIGN SPEED = 45 MPH
SHLD / LEFT TURN LANE
DESIGN SPEED = 30 MPH
DESIGN SPEED = 30 MPH
RIGHT TURN LANE
21.5'
EXISTING GILMORE AVE TYPICAL
PROPOSED TH 61 TYPICAL
EXISTING SPEED = 45 MPH
DESIGN SPEED = 45 MPH
PROPOSED GILMORE AVE TYPICAL
PROPOSED GILMORE AVE TYPICAL
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