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-MLK- PCSta. 59+00.70
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-I40RA- SC Sta. 15+73.39BEGIN CONSTRUCTIONTIE TO EXISTING
-MLK RA- PCSta. 17+63.16BEGIN CONSTRUCTIONTIE TO EXISTING
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5’ SIDEWALK 5’ SIDEWALK
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AD
S. CLEVELAND AVE.
S. GRAHAM STREET
S. JACKSON AVENUE
FIL
E S
TR
EE
T
E. 8T
H S
TR
EE
T
-MLK- MARTIN LUTHER KING JR. DRIVE
95
-I40RA- POTSta. 24+76.51 =-MLK- Sta. 85+39.19
-I40LPA- STSta. 19+16.15=-MLK- Sta. 85+60.65
LAURA WALL BLVD
-MLK- POTSta. 56+70.51BEGIN CONSTRUCTION
MT. Z
ION
RO
AD
TO BE CONVERTED FROM
ONE-WAY TO TWO-WAYUNION
STATION
MARS HILLBAPTIST CHURCH
EAST WINSTONHISTORIC DISTRICT
MARTIN
LUTHER KING JR. DRIVE
GUARDRAIL
US
421 N
BL
/BU
S 4
0 W
BL
US
421 S
BL
/BU
S 4
0 E
BL
US
421 N
BL
/BU
S 4
0 W
BL
US 4
21 S
BL/B
US 4
0 E
BL
US 4
21 N
BL/B
US 4
0 W
BL
-BU
S 4
0 L
PD
-
-BU
S 4
0
LPA
-
US
421 S
BL
/BU
S 4
0 E
BL
-BUS 40 RA-
2" MONOLITHIC CONCRETE
ISLAND FOR EMERGENCY
VEHICLE ACCESS
C A
C
A
C A
C
A
C
A
C A
C A
C A
C
A
C
A
CA
C
A
C
A
END C/A
BEGIN C/A
END C/A
BE
GIN
C/A
MATCH TO ROLL 1 OF 4
MATCH TO ROLL 1 OF 4
TO MOUNT AIRY
PI Sta 85+64.37= 1%%d 57’ 09.0" (RT)
D = 2%%d 45’ 00.0"
L = 71.00’
T = 35.50’
R = 2,083.48’
PI Sta 92+64.22= 13%%d 19’ 47.8" (RT)D
D = 4%%d 19’ 27.2"
L = 308.26’
T = 154.83’
R = 1,325.00’
= 0%%d 43’ 49.6" (RT)PI Sta 83+35.67
= 20%%d 13’ 21.0" (LT)D
D = 8%%d 00’ 00.0"
L = 252.78’
T = 127.72’
R = 716.20’
D
PI Sta 78+72.44
D
D = 1%%d 00’ 00.0"
L = 73.04’
T = 36.52’
R = 5,729.58’
-MLK-
TO GREENSBORO
200
300
4300
4800
1300
1400
2400
3500
14800
19900
21100
27200
DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 20%
DS = 55%
DUAL = 1%
TTST = 1%
DS = 50%
DUAL = 2%
TTST = 3%
NEW
WALKERTOWN
ROAD
PARKING
LOT
2005
2015
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%
9500
11000
14700
17600
-I40RPA- I-40 RAMP A
7200
8600
2000
2200
5000
6000 22700
27200
600
800
300
300
100
100
19500
23100
DHV = 15%
DS = 70%
DUAL = 1%
TTST = 1%
DHV = 10%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 10%
DS = 60%
DUAL = 2%
TTST = 3%
DHV = 10%
DS = 55%
DUAL = 2%
TTST = 3%
E. 1ST STREET
-I40LPD- I-40 LOOP D
6500
7800
2500
250018700
21900
200
300
100
100
100
100
22700
27200
DHV = 10%
DS = 60%
DUAL = 2%
TTST = 3%
DHV = 10%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 15%
DS = 70%
DUAL = 1%
TTST = 1%
DHV = 10%
DS = 55%
DUAL = 2%
TTST = 3%
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
2005
2015
2005
2015
EXCELSIOR STREET
9000
10400
300
1100
300
70021000
27100
500
1500800
700
3100
2200
500
900
1200
1200 20200
26400
2100
3700
18500
24100
3RD STREET
DHV = 10%
DS 2005 = 100%
DS 2015 = 50%
DUAL = 1%
TTST = 1%
DHV = 12%
DS = 60%
DUAL = 1%
TTST = 1%
2400
1800
21300
26700
4TH STREET
2100
3900
1100
1900
3600
7400
DHV = 10%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 12%
DS = 60%
DUAL = 1%
TTST = 1%
E. 3RD STREETE. 4TH STREET
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
2005
2015
2005
2015DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 10%
DS 2005 = 100%
DS 2015 = 50%
DUAL = 1%
TTST = 1%
DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 9%
DS = 55%
DUAL = 2%
TTST = 3%
1800
2000
1800
180021300
27600
1300
38001400
4300
21400
28300
5TH STREET
E. 5TH STREET
-MLK-
MARTIN
LUTHER
KING JR.
DRIVE
2005
2015DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%
DHV = 8%
DS = 55%
DUAL = 2%
TTST = 3%DHV = 8%
DS 2005 = 60%
DS 2015 = 100%
DUAL = 1%
TTST = 1%
DHV = 8%
DS = 60%
DUAL = 1%
TTST = 1%
5400
10500
4500
14800
4 4
URBAN ARTERIAL
40 MPH
CL
TYPICAL SECTION
22’
MLK
MARTIN LUTHER KING JR. DRIVE
15’
VAR 28.5’ TO 30’VAR 29’ TO 32.00’
0.02 FT/FT4:1
10’
ORIGINAL GROUND
ORIGINAL GROUND
VAR.2’3’5’ VAR.
ORIGINAL GROUND
ORIGINAL GROUND
0.02 FT/FT
10’
2’ 5’3’22’
4:1
4:1
4:1
0’-11.89’ 0’-13.36’
MLK DRIVE
TOSTATESVILLE
X: 43.000 Y: 19.000
SCALE: 200
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