nancy l hiller h kit edwards rd. g to c m c rd. tr. l ... · pdf filecarol mildred...
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CO
NE
ST
OG
A
WALKERTOWN GUTHRIE RD
NUMBER PROPERTY OWNER
595
596
597
598
599
600
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
615A
615B
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
LAUREN B WILLARD
ANNA LOUISE SELL BRYANT
MICHAEL E SMITH
LELA L WHICKER
WILLIAM DOUGLAS BOHLINGER
DALE C VANHOY
MICHAEL K SELL
ROGER J SKIDMORE
DONALD R BRYANT
KEVIN S SELL
DAVID H BATTEN
DAVID BATTEN
RONNIE EDWARD SLATE
SHERRELL D WHICKER
LELA L WHICKER
JERRY B LEWIS
JULIA L POWELL
EARL WAYNE III KEARNS
MICHAEL W WESTMORELAND
MICHAEL W WESTMORELAND
MICHAEL W WESTMORELAND
CHESTER D STULTZ
DAVID M EWALD
FREDERICO B MORETZ
BETH C DELFOSSE
KIM C STREETMAN
JANE W WHICKER
FREDERICO B MORETZ
DARRELL T WESTMORELAND
JANE W WHICKER
CAROL MILDRED WESTMORELAND
CAROL MILDRED WESTMORELAND
DAN T WESTMORELAND
DAN T WESTMORELAND
DAN T WESTMORELAND
DAN T WESTMORELAND
DAN T WESTMORELAND
JANE W WHICKER
JANE W WHICKER
DAN WESTMORELAND
ROBERT J DILLON
GOSPEL LIGHT BAPTIST CHURCH
GOSPEL LIGHT BAPTIST CHURCH
GOSPEL LIGHT BAPTIST CHURCH
GOSPEL LIGHT BAPT CH TRUSTEES
GOSPEL LIGHT BAPT CH TRUSTEES
ROBERT J DILLON
GOSPEL LIGHT BAPTIST CHURCH
ROBERT J DILLON
ROBERT J DILLON
ROBERT J DILLON
ROBERT W BIBY
ROBERT W BIBY
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
661
662
663
664
664A
665
666
667
668
669
669A
670
671
672
673
674
675
676
677
678
679
680
681
682
683
684
685
686
687
688
688A
689
690
691
692
693
694
RICHARD N HURST
RONALD H WALKER
RONALD H WALKER
SARA ANN BEESON
THE TABOR FAMILY TRUST
THE TABOR FAMILY TRUST
THE TABOR FAMILY TRUST
THE TABOR FAMILY TRUST
THE TABOR FAMILY TRUST
THE TABOR FAMILY TRUST
JAMES T MATTHEWS
JOSEPH R DANIELS
MICHAEL L MCCASKILL
EILEEN P CHAMBERS
ELBERT S GOFF
JANE P HILTON
DANNY T CAUDILL
RICHARD J REYNOLDS
CHARLES R LEWIS
CHARLES R LEWIS
DANNY T CAUDILL
CHRISTOPHER H WILSON
DANNY T CAUDILL
CRAIG A SMITH
DANNY T CAUDILL
DANNY CAUDILL
DAVID RAY WHITE
DANNY T CAUDILL
SHUGART ENTERPRISES LLC
SHUGART ENTERPRISES LLC
SHUGART ENTERPRISES LLC
SHUGART ENTERPRISES LLC
SHUGART ENTERPRISES LLC
SHUGART ENTERPRISES LLC
KAYE ROBBINS FULP
STANLEY R STIGALL
RICHARD KEVIN WOOD
STANLEY R STIGALL
STANLEY R STIGALL
EDWARD RICHARDSON
BRIAN K PETERSON
STANLEY R STIGALL
STANLEY R STIGALL
STANLEY R STIGALL
WILLIE F LEAK
CHARLES AARON JR MATHIS
RICHARD R ROBBINS
R R ROBBINS
PISGAH METHODIST CHURCH
STANLEY R STIGALL
1426
1427
1428
KEITH E STRAUSS
REBECCA W FREEMAN
PEGG DEVELOPMENT & REALTY CO
NUMBER PROPERTY OWNER NUMBER PROPERTY OWNER
JAMES N WHICKER
DARREN K FREEMAN
MARSHALL S BROWN
1426A
1426B
1426C RAMOND F HARDY TRUSTEE
1426D
1426E TERRY K CUSTER
1428A
1428B
1428C
1428D
1428E
CAROL M WESTMORELAND
JANE W WHICKER
RANDY L DOUGLAS
E E BRADLEY MRS HRS
THOMAS E LAWSON JR
ELLSWORTH MESSERSMITH JR
SHUGART ENTERPRISES LLC
691A WINSTON-SALEM/FORSYTH COUNTY
679A
679B
RONALD L SCOTT JR
SCOTTY D BLEDSOE
672A MARGARET R LINVILLE
10050 10050
RO
LL
4 O
F 7
RO
LL
4 O
F 7
FO
RS
YT
H C
OU
NT
Y
U-2
57
9
FO
RS
YT
H C
OU
NT
Y
U-2
57
9
TR
AN
SP
OR
TA
TIO
N C
OR
RID
OR
OF
FIC
IA
L M
AP
T
RA
NS
PO
RT
AT
IO
N C
OR
RID
OR
OF
FIC
IA
L M
AP
LEGEND
0000
0000
LEGEND
0000
0000
WIN
ST
ON
-S
AL
EM
- N
OR
TH
ER
N B
EL
TW
AY
EA
ST
ER
N S
EC
TIO
N F
RO
M U
S 5
2 T
O U
S 3
11
WIN
ST
ON
-S
AL
EM
- N
OR
TH
ER
N B
EL
TW
AY
EA
ST
ER
N S
EC
TIO
N F
RO
M U
S 5
2 T
O U
S 3
11
0 0
C
A
C
A
NOISE SENSITIVE AREA
THE SHADED AREA INDICATES NOISE-SENSITIVE LOCATIONS FOR
WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED.
MORE DETAILED ANALYSIS WILL OCCUR DURING FINAL PROJECT
DESIGN TO DETERMINE WHETHER THESE POTENTIAL BARRIER
LOCATIONS MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN
THE NCDOT TRAFFIC NOISE ABATEMENT POLICY. IF THESE CRITERIA
ARE MET, BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC
APPROVAL.
NOISE SENSITIVE AREA
THE SHADED AREA INDICATES NOISE-SENSITIVE LOCATIONS FOR
WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED.
MORE DETAILED ANALYSIS WILL OCCUR DURING FINAL PROJECT
DESIGN TO DETERMINE WHETHER THESE POTENTIAL BARRIER
LOCATIONS MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN
THE NCDOT TRAFFIC NOISE ABATEMENT POLICY. IF THESE CRITERIA
ARE MET, BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC
APPROVAL.
1:2000
1 INCH : APPROX. 167 FEET
1:2000
1 INCH : APPROX. 167 FEET
CORRIDOR STUDY LIMITS
CORRIDOR STUDY LIMITS
CO
RR
IDO
R S
TUD
Y L
IMIT
S
CORRIDOR STUDY LIMITS
CORRIDOR STUDY LIMITS
CORRIDOR STUDY LIM
ITS
CO
RR
IDO
R S
TU
DY
LIM
ITS
C
C
C
C
C
C
INTERSTATE
74
INTERSTATE
74
S 3
9^ 5
1’
57.3
" W
POTSta. 10+00.000
15
POTSta. 22+00.000
S 1
0^ 0
8’
30.9
" W
S 4
^ 2
7’
22.1
" W
S 4
9^ 1
3’
55.4
" W
S 2
2^ 5
2’ 5
5.4
" W
S 58^ 42’ 58.7" E
N 50^ 08’ 02.7" W
S 58^ 42’ 58.7" E
N 50^ 08’ 04.1" W
PO
TS
ta. 10+
00.0
00
11
N 54^ 08’ 02.7" W
N 46^ 08’ 04.1" W
17
POTSta. 17+04.784
N 3
7^ 2
8’
11.7
" E
N 4
2^ 1
5’
42.8
" E
N 72^ 55’ 39.8" W
160
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149 150
151
152
153
154
155
156
157
158
159
160
161 162
163 164 165
166
167
168
169 170
171
172
173
174
175
176
12
11
11
12
13
14
15
11
12
13
16
15
14
13
16
12
1217
11
14
18
20
19
16
13
15
14
13
12
11
21
13
12
11
14
15
11
11
12
13
14
15
16
11
SC
Sta
. 136+
07.6
00
CSSta
. 142+18.7
15
ST
Sta
. 143+43.7
15
TSSta
. 144+45.6
46
SC
Sta
. 145+
85.6
46
CS
Sta
. 149+
03.3
12
ST
Sta
. 150+
43.3
12
TS
Sta
. 172+
63.6
71
SC
Sta
. 173+
83.6
71
PCSta. 10+00.000
POTSta. 14+16.147
187
190
191
N 4
7^ 1
2’ 5
7.4
" E
N 61^ 16’ 10.1" E
S 87^ 4
7’ 20.8
" E
CSSta
. 191+05.3
64
184
185
186
188
189
180
0
1
2
3
4
5
6
7
8
S 6
1^ 0
5’
33.7
" W
S 5
5^ 5
3’
15.2
" W
S 6
1^ 0
5’
33.7
" W
51
52
53
54
55
56
57
DA
LE C V
AN
HO
Y
DA
VID
H B
ATTEN
WIL
LIAM
BOHLINGER
SLATE
WH
ICK
ER
SHERRELL
EAR
L KEA
RN
S
DE
LFO
SSE
BETH STR
EE
TM
AN
KIM
C
JER
RY
B L
EW
IS
JANE W WHICKER
EILEEN
P C
HA
MB
ERS
JAN
E P
HIL
TO
N
DANNY T CAUDILL
R R
RO
BB
INSM
ATTH
EW
S
JAM
ES
EL
BE
RT
S G
OFF
RIC
HA
RD
J R
EY
NO
LD
S
CH
AR
LE
S R
LE
WIS
DA
NN
Y T
CA
UD
ILL
CH
RIS
TO
PH
ER
H W
ILS
ON
DA
NN
Y T
CA
UD
ILL
DO
NA
LD
R
BRYA
NT
DA
NN
Y T
CA
UD
ILL
FULP
KA
YE
RO
BB
INS FU
LP
PIS
GA
H M
ETH
OD
IST
CH
UR
CH
ROBERT J DILLON SARA ANN BEESON
RICHARD N HURST
JANE W WHICKER
RIC
HA
RD
R R
OB
BIN
S
RIC
HA
RD
HE
RR
ICK
DA
LE V W
ILSO
N
RONNIE
THE TABOR FAMILY TRUST
NA
NCY
L H
ILLER
HELEN
ELLIO
TT
CHRISTOPHER R. ROTHROCK
LINDA F. OVERBY CHURCH
KE
VIN
S
SE
LL
M
ICH
AEL W
WESTM
ORELA
ND
JOSEPH DANIELS
DANNY T
CAUDILL
RIC
HA
RD
KE
VIN
WO
OD
JE
RR
Y W
RH
OD
ES
CR
AIG
A
SM
ITH
THE TABOR
FAMILY TRUST
REBECCA W. FREEMAN
CHARLES R DILLON
FAR
RE
LL
B B
YE
RS
LAUREN B W
ILLARD
DA
N W
ESTMO
RELA
ND
SH
UG
AR
T E
NTER
PR
ISES L
LC
SH
UG
AR
T E
NTER
PR
ISES L
LC
SH
UG
AR
T E
NTER
PR
ISES L
LC
SH
UG
AR
T E
NTER
PR
ISES L
LC
SH
UG
AR
T E
NTER
PR
ISES L
LC
SH
UG
AR
T E
NTER
PR
ISES L
LC
KIT
ED
WA
RD
S
PISGA
H M
ETHO
DIST
CHURCH
MIC
HA
EL K
SELL
LELA L
WHIC
KER
JER
RY
B
LEWIS
MICHAEL W
WESTMORELAND
GO
SPE
L L
IGH
T
BA
PT
IST
CH
UR
CH
GO
SPE
L L
IGH
T
BA
PT
IST
CH
UR
CH
GO
SPE
L L
IGH
T
BA
PT
IST
CH
UR
CH
GOSPEL LIGHT BAPT
CH TRUSTEES
GOSPEL LIGHT
BAPTIST CHURCH
DA
NN
Y T
CA
UD
ILL
WIL
LIAM
ED
WA
RD
III
TOLLEY
MA
RY
M
CU
MM
ING
S
MC
GE
E F
AM
ILY
TR
UST
MANYON L
IDO
L JR
MANYON L
IDO
L SR
CARL J MILLER
CHARLES RAY
DILLON
HAROLD
MCGEE
HOOVER JR
TH
OM
AS J
EFFR
EY
MARTIN
JUL
IA L
PO
WE
LL
AN
NA
L
SEL
L
BR
YA
NT
MICHAEL E
SMITH
LELA L
WHIC
KER
RONNIE L
EE
BROWN
DA
VID
M
EWA
LD
MICHAEL W
WESTMORELAND
JANE W WHICKER
CHESTER
STULTZ
FREDERICO B MORETZ
JANE W
WHICKER
DARRELL T
WESTMORELAND
DAN WESTMORELAND
ROBERT J
DILLON
ROBERT W BIBY
ROBERT W BIBY
RONALD H WALKER
STAN
LEY R
STIGALL
DAVID RAY
WHITE
KAYE ROBBINS
PEGG DEVELOPMENT & REALTY CO
DARRELL T WESTMORELAND
CAROL MILDRED WESTMORELAND
JANE W WHICKER
HAROLD MCGEE
HOOVER JR
FREDERICO B
MORETZ
CAROL MILDRED
WESTMORELAND
DAN T
WESTMORELAND
DAN TWESTMORELAND
DAN TWESTMORELAND
JANE W
WHICKER
ROBERT J DILLON
RONALD HWALKER
THE TABOR FAMILY
TRUST
THE TABOR
FAMILY
TRUSTTHE TABOR FAMILY
TRUST
THE TABOR FAMILY
TRUST
MIC
HA
EL
L M
cCA
SKIL
L
NO
RFO
LK
SO
UT
HE
RN
CO
RP
PO
OL
U.G
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S LIN
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POO
L
PO
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POO
L
PO
OL
PO
OL
PO
OL
WE263.0
HT
R
S
1SFD
U.G
. NA
TURA
L GA
S
WE
276.4
WE
WE
285.0
281.9
S
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
G
G
G
G
G
G
G
G
G
G
G
G
PO
OL
POO
L
PO
OL
PO
OL
POOL
POOL
WE
273.7
268.1
WE
268.1
WE
WE
268.3
WE259.3
PO
OL
WE
271.4
POO
L
WE
267.3
v
v
vv
v
v
v
v
PO
OL
2SFD
PO
OL
WE
271.0
END C/A
END
C/A
END
C/A
END
C/A
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
EE
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C A
C A C A
C A
C
A
C
A
C
A
C
A
C
A C
A C
A
C
A C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A C
A C
A C
A C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
E
D
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
P
ROP
OSE
D
R/
W
PROPOSED R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
PR
OP
OS
ED
R/
W
P
R
OP
OS
ED
R/
W
PROPOSED R/
W
C
C
C
NO
ISE S
EN
SITIV
E A
REA
S 3
9^ 4
9’
47.7
" W
PI Sta
12+67.1
08
D= 4
3^ 59’ 1
1.9" (
LT)
L =
307.0
85
T = 1
61.556
R =
400.0
00
PI Sta
15+71.0
36
D= 4
3^ 12’ 2
5.5"
(RT)
L =
301.6
42
T =
158.4
00
R =
400.0
00
S 3
9^ 0
3’
01.3
" W
PI Sta
20+
72.200
D= 4
5^ 05’
37.5"
(RT
)
L =
153.4
72
T =
80.9
59
R =
195.0
00
S 8
4^ 08’
38.8"
W
PI Sta
23+
92.207
D= 4
4^ 47’ 5
2.5"
(LT)
L =
152.4
65
T =
80.3
69
R =
195.0
00
S 3
9^ 2
0’
46.3
" W
PI Sta
10+06.4
02
= 0%
%d 3
0’ 58.1
" (RT)
DL
= 1
2.803
T =
6.4
02
R =
1,4
21.300
PIs S
ta 1
0+34.471
s = 1%
%d 18’ 3
6.5"
FL
s = 6
5.000
LT
= 4
3.3
35
ST
= 2
1.668
PIs S
ta 1
1+21.152
s = 4
%%
d 39’ 1
9.0"
FL
s = 6
5.000
LT
= 4
3.3
48
ST
= 2
1.680
PI Sta
11+69.6
52
= 7%%d 40’ 47.6" (
LT)
L = 5
3.616
T =
26.8
48
R =
400.0
00
PI Sta
10+51.5
55
= 8%%d 25’ 27.9" (
RT)
D
L = 1
02.924
T =
51.5
55
R =
700.0
00
N 59%%d 59’ 15.6" W
PIs
Sta
10+
55.047
s = 4%
%d 39’ 1
9.0"
FL
s = 6
5.000
LT
= 4
3.348
ST
= 2
1.680
PI Sta
11+48.1
05
= 20%%
d 14’ 36.1" (
RT)
DL
= 1
41.325
T =
71.4
07
R =
400.0
00
PC Sta. 10+00.000
10
11
10
11
12
13
14
15
16
1718
19
20
21
22
23
24
LIM
IT
CIT
Y
CIT
YL
IMIT
CIT
Y
LIM
IT
WALKERTOWN APPROXIMATE
KE
RN
SVI
LL
E
CIT
Y L
IMIT
LIM
IT
CIT
Y
WA
LK
ER
TO
WN
APPR
OX
IMA
TE
LIM
IT
CIT
Y
220M
TA
PE
R
130M
FU
LL
30M
TA
PE
R
135
SC
Sta
. 1
35+
31.3
95
136
137
138
139
140
141
CS S
ta. 1
41+42.5
10
142
ST
Sta
. 1
42+67.5
10
143
TS S
ta. 1
43+69.4
42
144
145
SC
Sta
. 145+
09.4
42
146
147
148
CS
Sta
. 148+
27.1
08
14
9
ST
Sta
. 149+
67.1
08
15
0 151 1
52 15
3 15
4 15
5 15
6 15
7 158 159 160
161
162
16
3 164 16
5 16
6 16
7 16
8 16
9 17
0 171
TS
Sta
. 171+
87.4
66
172
17
3
SC
Sta
. 17
3+
07
.46
6
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
CS Sta. 190+37.121
135
SC
Sta
. 1
35+
31.3
95
136
137
138
139
140
141
CS S
ta. 1
41+42.5
10
142
ST
Sta
. 1
42+67.5
10
143
TS S
ta. 1
43+69.4
42
144
145
SC
Sta
. 145+
09.4
42
146
147
148
CS
Sta
. 148+
27.1
08
14
9
ST
Sta
. 149+
67.1
08
15
0 151 1
52 15
3 15
4 15
5 15
6 15
7 158 159 160
161
162
16
3 164 16
5 16
6 16
7 16
8 16
9 17
0 171
TS
Sta
. 171+
87.4
66
172
17
3
SC
Sta
. 17
3+
07
.46
6
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
CS Sta. 190+37.121
S 88%%d 41’ 04.8" E
S 58%%d 42’ 58.7" E
NO
ISE S
EN
SITIV
E A
REA
MA
TC
H T
O S
HE
ET
3
US
158
WINSTON-SALEMBELTLINE
US 158 (REIDSVILLE ROAD)
YEAR 2005 ADT
AND 2025 ADT
2200
5200
1900
5800
2400
5600900
1700
13000
42200
12200
40400
24200
76600
20500
73300
TRAFFIC DATA
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
6:1
6:1
6:12:1
VC
HIN
GE
PO
IN
T
6:1
GRADE TO THIS LINE
POINT
CROWN
FDPS
FDPS
.02 .02 .02
POINT
GRADE
VAR
VAR
GROUND
EXIST
.04
- L -
HIN
GE
PO
IN
T
(F
IL
L)
9.0m
(C
UT
S)
2.4m
5.4m
3.6m
.02
3.6m
4.2m
3.4m 3.6m3.6m 3.6m
2:1 M
AX
(14’)
5.2m(GR)
(17’)
(12’)
(12’)(18’)
(8’)
(11’)
10.8m(36’)
14.0m(46’)
(30’)
3.0m
(10’) (12’) (12’) (12’)
6:1
6:1
6:12:1
VC
HIN
GE
PO
IN
T
6:1
POINT
CROWN
FDPS
FDPS
.02.02.02
POINT
GRADE
.04
HIN
GE
PO
IN
T
(F
IL
L)
9.0m
(C
UT
S)
2.4m
5.4m
3.6m
.02
3.6m
4.2m
3.4m 3.6m 3.6m 3.6m
2:1 MA
X
(14’)
5.2m(GR)
(17’)
(12’)
(12’) (18’)
(8’)
(11’)
10.8m(36’)
(30’)
1.8m
(6’)3.0m
(10’)(12’)(12’)(12’)
CL
1.8m
(6’)
VAR
GROUND
EXIST
VAR
WINSTON-SALEM - NORTHERN BELTWAY
6:1
6:1
6:12:1
VC
HIN
GE
PO
IN
T
6:1
GRADE TO THIS LINE
POINT
CROWN
FDPS
FDPS
.02 .02 .02
POINT
GRADE
VAR
VAR
GROUND
EXIST
.04
HIN
GE
PO
IN
T
(F
IL
L)
9.0m
(C
UT
S)
2.4m
5.4m
3.6m
.02
3.6m
4.2m
3.4m 3.6m3.6m 3.6m
2:1 m
ax
(14’)
5.2m(GR)
(17’)
(12’)
(12’)(18’)
(8’)
(11’)
10.8m(36’)
14.0m(46’)
(30’)
3.0m
(10’) (12’) (12’) (12’)
6:1
6:1
6:12:1
VC
HIN
GE
PO
IN
T
6:1
POINT
CROWN
FDPS
FDPS
.02.02.02
POINT
GRADE
.04
HIN
GE
PO
INT
(F
IL
L)
9.0m
(C
UT
S)
2.4m
5.4m
3.6m
.02
3.6m
4.2m
3.4m 3.6m 3.6m 3.6m
2:1 MA
X
(14’)
5.2m(GR)
(17’)
(12’)
(12’) (18’)
(8’)
(11’)
10.8m(36’)
(30’)
1.8m
(6’)3.0m
(10’)(12’)(12’)(12’)
CL
1.8m
(6’)
VAR
GROUND
EXIST
VAR
- L -
WINSTON-SALEM - NORTHERN BELTWAY
SR 2381
SR 2381
SR
2429 IM
PE
RIA
L D
R
SR 2
499 SU
DSB
EE
LN
SR
2500
RE
NO C
T
SR 24
05
OL
D
BE
LE
WS
CR
EE
K
RD
TO
US
421/I-40 B
US
OL
A L
N
SR 2566 ESTHER LN
SR
2567 I
NA
LN
TO
ST
OK
ES
DA
LE
SR 2385WALKERTOWN GUTHRIE RD
SR 2407
MORRIS RD
CO
NE
ST
OG
A
SR 255
2
WR
AG
LE
R
DR
SR
2554 S
AG
EB
RU
SH
SR 2385
WALKERTOWN GUTHRIE RD
SR 2407
MORRIS RD
SR 2575 W
ESTON
BRO
OK
E TRA
IL
SR
2413 W
EST
RD
RO
BB
INS P
ER
CH
TR
RO
BB
INS
PERC
H C
T
RO
BB
INS P
ER
CH
WEST
CT
MA
TC
H T
O S
HE
ET
5
AFTO
N P
AR
K D
R
SR 2405
OLD BELEWS
CREEK RD
Dr.
Rocky
Rd.
Church
Old
Bele
ws
Cre
ek
Rd.
Georg
e
Parnell
Rid
ge
Dr.
Chri
sti
an
Cir
.
Rockla
ne
Dr.
Cele
steRd.
Ola
Ln.
Esther Ln.
Sudsbee
Ln.
Reno
Ct.
CaleCt.
Conesbury
Ln.
Imperi
al
Dr.
Reid
svil
le
Rd.
Dillon S
t.
Poindexter
St.
Darro
w
Rd.
Chapel
St.
Mart
inSt.
PelairCir.
New
St.
Cre
ws St.
St.
Win
thro
p
St.
Willo
ughby
Payton
Ln.
Friendly
Rd.
Snider
St.
Lakaw
anna
Avalee
Churc
h
St.
Dr.
Har
ley
Walk
ert
ow
nP
laza
Blv
d.
Blvd.
Morris
St.
Sale
m
Rd.
Shir
ley
St.
Walk
er
Rock
y
Bra
nch
Rd.
Wil
listo
n
Rd.
Lee
Haven
Ln.
Dillo
n
Farm
Rd.
New
Walk
ert
ow
n
Rd.
Rd.
Ln.
Sell
Rd.
VistaLindo
Ct. Pla
ta
Ln.
Old
Hollow
Rd.
.11
.30
.06
.13
.12
.35
.17
.31
.59
.70
.11
.20
.20
.10
.04
.83
POP. 4
,124
WA
LKERTO
WN
.66
.41
.36
.80
.15
.30
.23
.80
2534
2406
2405
2405
2381
2491
2492
2499
2500
2518
2393
1992
2381
2391
2384
2004
2385
2385
2405
2566
1987
(.18)
Rd.
Reid
svil
le
(.14)
Old
Old
Bele
ws
Cre
ek
Rd.
Whirl
-Win
Corp
.
South
ern
LIM
IT
CITY
LIM
IT
CIT
Y
%311
%311
%158
%158
%158
2390
.03
.30
.55
.32
.19
2567
Ct.
Ina
.09
.10
.12
.04
.11
.22
.(11)
.38
.98
.09
.06
.10
.55
.18
.69
.54
.30
.68
.40
.54
.09
F
j
jW
alker
tow
n
Mid
dleSch.
Wal
kerto
wn
Elem
. Sch
.
H
F
F
b
2424
.09
.12
HWY 66 OLD HOLLOW RD.
PROPOSEDBELTWAY
US
158 R
EID
SV
ILL
E R
D.
Darro
w R
d.
US
311 N
EW
WA
LK
ER
TO
WN
RD
.
Annie
Ln.
SR 2
396
OLD
BELEW
S
CREEK
RD
.
(66
CL
3.6m
(12’)
3.6m
(12’)
3.6m
(12’)
3.6m
(12’)
(76’)
POINT
GRADE
.02 .02 .02 .02.02VAR
EXIST
GROUND
2:1
4:16:1
2:1 MA
X
6:1
VAR
(F
IL
L)
HIN
GE
PO
IN
T
HIN
GE
PO
IN
T
(C
UT
S)
.04
HIN
GE
PO
IN
T
(F
IL
L)
HIN
GE
PO
IN
T
(C
UT
S)
4:1 6:1
3.6m
(12’)
2:1
6:1
2:1 M
AX
VAR
EXIST
GROUND
VAR
.04
US 158 (REIDSVILLE RD.)
(12’)
3.6m 3.6m
(12’)
3.0m
(10’)
**
22.8m
.02
3.6m
(12’)
3.0m
(10’)
**
** 1.2m (4’) ISLAND
* 1.2m (4’) FDPS
US
158
WINSTON-SALEMBELTLINE
US 158 (REIDSVILLE ROAD)
YEAR 2005 ADT
AND 2025 ADT
2200
5200
1900
5800
2400
5600900
1700
13000
42200
12200
40400
24200
76600
20500
73300
TRAFFIC DATA
Raven
Rid
ge
Ct.
Raven
Rid
ge
Dr.
Mill Brook Tr.
Hunters
Ln.
Tim
ber
Rid
ge
Rd.
Ridge
Timber
Ct.
Oakcliffe Ct.
Weepin
g
Ln.
Wil
low
Bend
Grady
Petticord
Rd.
Deer
CrossingLn.
Hunters
Path Rd.
Doe
Dr.
Run
Hastin
gs
Hill
Pisgah
ChurchR
d.
Pettic
ord
Rd
.
Lamond
Lamond
Dr.
Ct.
Deam
on
Ct.
Dr.
Long-Win
Dr.
Char-Win
Dr.
Rocky
Ford
Rd.
Carbine Ct.
Co
nesto
ga
Tr.
Mag
num
Dr.
Wrangler Dr.
Sagebrush
Tr.
Morris
Rd.
ChessLn.
Cre
ekri
dge
Ct.
Shadowfax
Dr.Gallant Ln.
CreekridgeLn.G
all
ant
Ct.
West
Royal Gate
Rd.
Kin
gs
Gate Dr.
Sir Isaac D
r.
Chalet
Dr.
Walk
erto
wn - G
uth
rie
Walk
ert
ow
n -
Guth
rie
Rd.
Rd.
Gospel-Light
Church Rd.
Old
Bele
ws
Creek
Rd.
George West Rd.
Old
66
Cir.
Robers
on
Farm
Ct.
Country
Cove
Ln.
Christ
ian
Cir
.
Rocklane
Dr.
Cele
ste
Rd.
Ola
Ln.
Esth
er
Ln.
Reid
sville
Rd.
Dillon
St.
Poindexter
St.
Rd.
St.
Mart
in
St.
Pelair
Cir.
Rocky
Bra
nch
Rd.
Hopkin
s
Rd.
ParkRegents
Rd.
BromleyDr.
Latim
er
Dr.
Chesham
Dr.
Reig
ate
Dr.
Croyden
Ct.
KelvdonDr.
Westb
ourn
e
Lagers
fieldD
r.
Chesham
Ct.
Ct.
Brighti
ngton
Essen
Pl.
Pis
gah
Cir.
Clu
bb
Dr.
Mountain
St.
West
Windsor
Nandin
aL
n.
Wri
ght
Rd.
Sutter
Ln.
Rid
ge
Ct.
.34
.06
.44
.08
.02.12
.59
.70
.05
.05
.15
.18 .15
.04
.08
.07
.31
.32
.11
.11
.10
.19
.10
.10
.13
.25
.12
.07
.17
.18
.35 .23
.17
.40
.02
.43
.40
.38
.60
.04
.04
.16
.26
.24
.14
.11
.05
.03
.16
.22
.15
.50
Guthrie
.10
.52
.12
.04
.20
.20
.21
.40
.10
.07
.70
.60
.80
2575
2413
2026
4418
2403
2100
2186
2189
21882185
2187
2545
2546
2547
2413
2493
2410
2412
26672781
2408
23772385
24112410
2409
2377
2559
2560
2534
2533
2532
2385
2385
2404
2550
2551
25512552
25542553
2407
2407
2502
2503
2504
2406
2505
2405
2405
2493
2507
25064471
2384
2385
2405
2566
2415
2414
2046 2047
20252024
4522
Roberson Farm
Rd.
Beulah Ln.
Riv
endell
Rd.
(.12)
Roburton
Rd.
Shadow-
fax Rd.
Brittanywood
Rd. Weather RidgeRd.
Loch
Lorien
Rd.
Roxbury
Ln.R
oxburyForest
Ct.
Eden
fiel
d
Dr.
Foy
Joyce
Rd.
Rd.
Rei
dsv
ille
Kerw
in
Cir.
McCra
cken
Rd.
(.10)
Cash
Elem.
Dr.
West
Rd.
Rd.
(.06)
(.30)
(.08)
(.20)
Weston
Brooke Tr.
West
Rd.
(.03)
Jones
Rd.
Rd.C
hurch
Pisgah
Ct.
Crossover
Rd.
(.14)
Rd.
Ellio
tR
d.
Old
Hollo
w
Rd.
Old
Hollo
w
Rd.
Old
Val
ley
Rd.
Wils
on
Dairy
Rd.
Whirl -Win
Norfolk
Southern
Corp
.
Southern
Corp
.
W.
LIMITCITY
LIM
IT
CIT
Y
%158
(66
2390 .03
Kin
g W
illi
am
s D
rive
Kingsway
Lane
4523
Kilburn
Circle
4524
.08
.13
.15
.05
.14
.11
.10
Kempsford
Court
4525
.23
.06
.39
.30
.19 2567
Ct.In
a
.09
.10
.09
.36
.09
.06
.09
.10
.19
2517
.30
.03
.02
.74
.11
.13
.53
.56
.05
.55
.55
.69
.34
.37
.02
.03
.33
.02
(.01)
.10
.(02)
.54
.30
.04
.09
.16
.17
.23
.06
.26
.24
.05
.08
.29
.49
.27
.33
.68
.54
G
F
F
j
Cash
Elem. Sch.
H
G
F
.18
.07
.09.11
.12
.10
.05
.07
.10
.06
Roxbury
Ct. 4537
45384539
.07
(66
VICINITY MAP OF OFFSITE DETOUR
FOR WALKERTOWN-GUTHRIE RD.
US 1
58 R
EID
SV
ILLE R
D.
NC
66 O
LD
HO
LL
OW
RD
.
SR 2405 OLD
BELEWS CREEK
RD.
PROPOSED BELTWAY
SR
2385
WA
LK
ER
TO
WN
- G
UTH
RIE
RD
.
SR 2377 WEST M
OUNTAIN ST.
Ell
iott
Rd.
CL
GRADEPOINT
(12’)
3.6m 2.4m
(8’)
HIN
GE
PO
IN
T
(F
IL
L)
HIN
GE
PO
IN
T
(C
UT
S)
4:1 6:1
0.6m (2’)
FDPS
3.6m
(12’)
.022:1
6:1
2:1 M
AX
VAR
EXIST
GROUND
VAR
VAR
EXIST
GROUND
2:1
4:16:1
2:1 MA
X
6:1
VAR
.02
(12’)
3.6m 2.4m
(8’)
3.6m
(12’)
(F
IL
L)
HIN
GE
PO
IN
T
HIN
GE
PO
IN
T
(C
UT
S)
0.6m (2’)
FDPS
.04 .04
WALKERTOWN - GUTHRIE RD.
CL
GRADEPOINT
(12’)
3.6m 2.4m
(8’)
HIN
GE
PO
IN
T
(F
IL
L)
HIN
GE
PO
IN
T
(C
UT
S)
4:1 6:1
0.6m (2’)
FDPS
3.6m
(12’)
.022:1
6:1
2:1 M
AX
VAR
EXIST
GROUND
VAR
VAR
EXIST
GROUND
2:1
4:16:1
2:1 MA
X
6:1
VAR
.02
(12’)
3.6m 2.4m
(8’)
3.6m
(12’)
(F
IL
L)
HIN
GE
PO
IN
T
HIN
GE
PO
IN
T
(C
UT
S)
0.6m (2’)
FDPS
.04 .04
FORSYTH COUNTY
U-2579
ROLL 4 OF 7
FORSYTH COUNTY
U-2579
ROLL 4 OF 7
TRANSPORTATION CORRIDOR OFFICIAL MAP
TRANSPORTATION CORRIDOR OFFICIAL MAP
/ HISTORICAL PROPERTY
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROADS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
PROPOSED CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED TRAFFIC SIGNAL
DETOUR ROUTE
/ HISTORICAL PROPERTY
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROADS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
PROPOSED CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED TRAFFIC SIGNAL
DETOUR ROUTE
WINSTON-SALEM - NORTHERN BELTWAY
EASTERN SECTION FROM US 52 TO US 311
WINSTON-SALEM - NORTHERN BELTWAY
EASTERN SECTION FROM US 52 TO US 311
METRIC METRIC
US 158REIDSVILLE ROAD
US 158
REIDSVILLE ROAD
MARTIN M
ILL CREEK
LO
WE
RY
MIL
L C
RE
EK
FR
AZ
IER
CR
EE
K
CARBINE CT
WILLISTON RD
WILLISTON RD
VICINITY MAP OF OFFSITE DETOUR
FOR WILLISTON RD.
SR
2381 W
ILL
IST
ON
RD
.
SR 2381 - WILLISTON RD.
PIs Sta 141+84.184
s = 2%%d 33’ 28.3"
Ls = 125.000
LT = 83.342
ST = 41.675 ST = 46.695
LT = 93.365
Ls = 140.000
s = 4%%d 35’ 01.2"
PIs Sta 144+62.806
F F
PI Sta 146+70.042
= 20%%d 48’ 03.8" (RT)
L = 317.666
T = 160.601
R = 875.000
D
PIs Sta 148+73.803
s = 4%%d 35’ 01.2"
Ls = 140.000
LT = 93.365
ST = 46.695
F
PIs Sta 172+67.471
s = 1%%d 57’ 51.9"
Ls = 120.000
LT = 80.005
ST = 40.004
F
PI Sta 182+50.329
= 56%%d 37’ 46.8" (RT)
L = 1,729.655
T = 942.862
R = 1,750.000
D
-L- NORTHERN BELTWAY
-L- WINSTON-SALEM NORTHERN BELTWAY
EASEMENT
EASEMENT
FUNCTIONAL CLASSIFICATION = INTERSTATE
DESIGN SPEED = 110 KPH (70MPH)
MAX. SUPERELEV. = 0.08 FUNCTIONAL CLASSIFICATION = INTERSTATE
DESIGN SPEED = 110 KPH (70MPH)
MAX. SUPERELEV. = 0.08
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
CC
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
FF
F
F
F
F
F
FF
FF
FF
F
F
F
F
F
F
F
FF
F
F
C
C
C
F
587
589
590
588
1410
1409
1411
592 595
596
597
600
599
591
593
594
598
603
604
601
605
607
615
613
614
608
609
610
611
612
615
615
602
606
A
B
613
613
616
619
617
618
613
619
616
622
619
623
624
628
629
630
627
626
625
631
621619
625625
1427
1428
1426
619
624
631
619
624
631
619
634
635
636
640
641
642
643
648
632
633
639
649
650
647
646
644
645
637
638
650
651
657
658
659
653
654
655
656
661
663
664
665
666
667
668
660
662669
652
669
A
664 A
670
671
677
680
676
675
674
673
681
689
690
684
685
686
693
692
672
678
682
683691
731
730
729
620
14261426
1426E
1426D
1426C
1426B
595
1426A
679
1404B
1404A
1409D
1409C
1409B
1409A
1428A
1428B
1428C
1428D
1428E
672A
679A
679B
691A
687
695
694
696
700
688
702
701
A
694
693
705
706
707
708
711
707
707
710
711711
709
716
712714
713
715
718
717
719
721
720
722
723
723
725
726
727
688
704A
703
704
724
3.6 m
3.6 m
10.8 m
14.0 m
10.8 m
12 ft
36 ft
12 ft
130 m
433 ft
3.6 m12 ft
10.8 m
36 ft
14.0 m
46 ft
10.8 m36 ft
3.6 m
12 ft
3.6 m
3.6 m
10.8 m
14.4 m
14.0 m
12 ft
12 ft
36 ft
48 ft
46 ft
130 m
433 ft
3.6
m
12 ft
10.8
m
36 ft
14.0
m
46 ft
10.8
m
36 ft
3.6
m
12 ft
120 m
400 f
t
36 ft
46 ft
117 m
384 ft
C
C
C
C
F
F
F
F
F
F
F
F
FUTURE
FUTURE