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0’ 50’ 100’
25’
50’
ENGLISHGRAPHIC SCALE
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DESIGN DATA
RANDOLPH COUNTYFROM CAUDLE ROAD TO US 311 EXTENSION
PROPOSED WIDENING TO A 3-LANE UNDIVIDED FACILITY
PUBLIC MEETING MAP
MO
NTG
OM
ER
Y
AN
D
RA
ND
OLP
H
CO
UN
TIE
SFR
OM
CA
UD
LE R
OA
D
TO
US 311 E
XTE
NSIO
NPR
OP
OSE
D
WID
ENIN
G
TO
A 3-LA
NE
UN
DIVID
ED
FA
CILIT
Y
PU
BLIC
MEETIN
G
MAP
0.02 0.02
GRADE
POINT
CL
8’ 12’ 6’12’
PS
4’
0.02 0.08
ORIGINAL GROUND
ORIGINAL GROUND
0.02
2:1
2:1
6:14:1ORIGINAL GROUND
0.02
2:1
EXISTING PAVEMENT
7’
5’1’ 1’
SW
10’ 2.5’
5’
SW
1’ 4’
-L- US 220/S. MAIN ST.
R/ WR/ W14’
PU
BLIC
MEETIN
G
MAP
MO
NTG
OM
ER
Y
AN
D
RA
ND
OLP
H
CO
UN
TIE
SFR
OM
CA
UD
LE R
OA
D
TO
US 311 E
XTE
NSIO
NPR
OP
OSE
D
WID
ENIN
G
TO
A 3-LA
NE
UN
DIVID
ED
FA
CILIT
Y
-Y4- STOUT ROAD
US 220 (S MAIN ST)
SEE S
HEET 1
OF 2
MA
TC
HLIN
E -Y2- STA. 18
+00.0
0
SEE SH
EET 1
OF 2
MATC
HLI
NE -L- STA. 42+
00.0
0
-Y3- S
R 22
70/US
311
-Y2- SR 1630 (WESLEYAN RD
0.020.08
ORIGINAL GROUND
ORIGINAL GROUND
0.02
8’
GRADE
POINT
CL
8’
0.08
6:14:1
12’6’ 12’ 12’12’
0.02 0.02VAR. 3:1 TO 4:1
6:1
10’
ORIGINAL GROUND
SLOPESVARIABLE
2:1
PS
4’
PS
4’
EXISTING PAVEMENT
-Y3- US 311
0.020.02
CL
ORIGINAL GROUND3:1
0.080.08
8’
4:13:1 TO 4:1
ORIGINAL GROUND
6’ 6’12’ 12’
GRADE
POINT
EXISTING PAVEMENT
-Y2- WESLEYAN RD.
0.020.02
CL
3:1
8’
0.080.08
8’ 8’
4:13:1 TO 4:1
12’ 12’
GRADE
POINT
ORIGINAL GROUND
ORIGINAL GROUND
EXISTING PAVEMENT
-Y4- STOUT RD.
S. MAIN ST.US 220
S. MAIN ST.US 220
US 311
107008700
64005200
43003500
122009900
1430011600
2040 ADT2018 ADT
STOUT RD.
WESLEYAN RD.
31002700
1270010300
15001300
107008700
US 311 US 311
1000800
19001500
1200900
10050
2040 ADT2018 ADT
CLA
UD
E H
OLD
EN
DR
NAD 83/NA 2011
NAD 83/NA 2011
MAP 2
OF 2
WBS #
4714
1.1.1N
CD
OT STIP PR
OJE
CT #
U-6006
MAP 2
OF 2
WBS #
4714
1.1.1
NC
DO
T STIP PR
OJE
CT #
U-6006
LEGEND LEGEND
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
0.02 0.02
GRADE
POINT
12’
ORIGINAL GROUND
0.02
2:1
EXISTING PAVEMENT
10’ 2.5’
5’
SW
14’
-L- US 220/S. MAIN ST.CL
ORIGINAL GROUND
0.02
2:1
10’2.5’
5’
SW
2-28-2014
US 220: 45 MPH/ CAUDLE RD. 55 MPH
US 220: 50 MPH/ CAUDLE RD: 60 MPHCAUDLE ROAD: LOCALUS 220: PRINCIPAL ARTERIAL
DATE OF ORTHO:
POSTED SPEED:
DESIGN SPEED:
FUNCTIONAL CLASSIFICATION:
MAP 2 OF 2 JULY, 2019WBS # 47141.1.1
NCDOT STIP PROJECT # U-6006
ROADWAY TYPICAL SECTIONROADWAY TYPICAL SECTION
ROADWAY TYPICAL SECTION
12’ 14’
ROADWAY TYPICAL SECTION
4.5’ 4.5’6" 6"
ROADWAY TYPICAL SECTION
EXISTING RIGHT OF WAY (SURVEY)
PROPERTY LINES (SURVEY)
LAKES, RIVERS, STREAMS, AND PONDS
0000
0000
AND GUTTER
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
PRESENT ADTFUTURE ADT
CONSTRUCTION, AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING UTILITY EASEMENT
PROPOSED SIDEWALK, ISLAND, CURB
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
EXISTING ROADWAY TO BE REMOVED
EXISTING RIGHT OF WAY (SURVEY)
PROPERTY LINES (SURVEY)
LAKES, RIVERS, STREAMS, AND PONDS
0000
0000
AND GUTTER
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
PRESENT ADTFUTURE ADT
CONSTRUCTION, AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING UTILITY EASEMENT
PROPOSED SIDEWALK, ISLAND, CURB
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
EXISTING ROADWAY TO BE REMOVED
CEMETERY CEMETERY
MUNICIPAL AGREEMENT WITH CITY OF ASHBORO AND CITY OF RANDLEMAN.
SIDEWALKS AND MULTI-USE PATHS SHOWN ARE PRELIMINARY AND SUBJECT TO A
SIDEWALK NOTE:
UTILITY INFORMATION
DURING FINAL DESIGN USING FINAL SURVEYS. SURVEYS. DRIVEWAY LOCATIONS WILL ALSO BE DETERMINEDMINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUNDTHE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TODESIGNS AND PRELIMINARY GROUND SURVEYS. DURINGON THIS HEARING MAP ARE BASED OFF OF PRELIMINARYLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN
IMPACTS AND DRIVEWAY TIES
AND ARE SUBJECT TO CHANGE.MAPS, INCLUDING UTILITY EASEMENTS, ARE PRELIMINARYUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESETO LOCATIONS OF MAJOR EXISITING AND POTENTIALINFORMATION SHOWN ON THESE MAPS IS LIMITEDMAPS OR ON OTHER DISPLAYS. THE UTILITYPROPOSED UTILITIES ARE NOT SHOWN ON THESETO PROVIDE GREATER VISUAL CLARITY, EXISTING AND
LEWIS D CHEEK
MISTY B MCADEN
BOBBY LEE EDWARD STRICKLAND
JOE DANIELS
JOHN LEON LAMB
DAVID L BLACKBURN
GREGORY R BROWN
SHARON ANN HUMPHREY
JOSHUA A BARFIELD
HLIDBI, LLC
GREGORY H REDDING
GRANDON COY DULAPHILLIP ALAN THORNTON
CLARENCE R JERNIGAN
CLARENCE R JERNIGAN
HOMER L ALLRED
HUGHES FURNITURE INDUSTRIES, INC
FRANCES J LEE KRYSTYNA NICHOLE STRICKLAND
LEWIS PERRY
BW HUGHES PROPERTIES, LLC
BW HUGHES PROPERTIES, LLC
BW HUGHES PROPERTIES, LLC
LARRY E SHAW
DARIN R CROTTS
DARIN R CROTTS
RONALD J PLUMMER
THE TIMKEN COMPANY
WHITEHALL EVANGELICAL
METHODIST CHURCH
METHODIST CHURCH
WHITEHALL EVANGELICAL SPIVEY, JREDWARD LACY
CALVIN EUGENE BEANE
EDWARD L SPIVEY, JR
GREGORY DALE FERGUSON
BOBBY RAY YATES
CONNECTION REALTY, LLC
GARY WORTH HINSHAW
LARRY WAYNE ALLRED
LARRY WAYNE ALLREDLARRY WAYNE ALLRED
-L- STA. 55+39.35
END TIP PROJECT U-6006
WHITEHALL EVANGELICAL
METHODIST CHURCH
EDWARD L SPIVEY, JR
AADHYA SHAKTI, LLC
CITY OF RANDLEMAN
CIT
Y O
F RA
ND
LEM
AN
CIT
Y O
F RA
ND
LEM
AN
CIT
Y O
F RA
ND
LEM
AN
CIT
Y OF
RAN
DLE
MAN
CITY OF RANDLEMAN
CITY OF ASHEBORO
CIT
Y O
F ASH
EBO
RO
NORFOLK SOUTHERN RAILROAD
NORFOLK SOUTHERN RAILROAD
65’ R/
W
76’
R/
W
62’
R/
W
68’
R/
W
END 2’-6" C & G
-L- STA. 51+56.24 RT.
-L- STA. 51+15.00
END SIDEWALK
END SIDEWALK
-L- STA. 51+10.00 LT.
-Y2- STA. 20+68.84 RT.
BEGIN 8" X 12" C & G
END 8" X 12" C & G-Y2- STA. 22+06.46 RT.
-Y2- STA. 21+77.78 LT.
BEGIN 8" X 12" C & G
-Y2- STA. 22+57.91 LT.END 8" X 12" C & G
20
25
30
35
25
15
20
15
45
50
55
14’12’14’
12’12’
12’
12’
F
FF
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C
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C C C
C C C
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C
F F
FF
F F
CC
C
CC
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