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ING
RIG
HT
OF
WA
Y
BU
ILD
ING
S
AN
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UT
TE
R
FU
TU
RE
ST
RU
CT
UR
ES
, ISL
AN
D, C
UR
B
AN
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UT
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R
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D G
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S, R
IVE
R, S
TR
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DS
PR
ES
EN
T A
DT
FU
TU
RE
AD
T
PR
OP
ER
TY
LIN
ES
EX
IST
ING
TR
AF
FIC
SIG
NA
L
AN
D U
TIL
ITY
)P
RO
PO
SE
D E
AS
EM
EN
TS
(DR
AIN
AG
E, C
ON
ST
RU
CT
ION
,
CE
ME
TE
RIE
S
0’
(EN
GL
ISH
)
50
’1
00
’5
0’
25
’
RO
LL
1 O
F 1
PR
OJE
CT
39070.1
.1 (U
-4706)
F. A
. PR
OJE
CT
ST
P-1
13
1(1
1)
(LE
GIO
N R
D.) IN
HO
PE
MIL
LS
FR
OM
NC
59 (M
AIN
ST
.) TO
SR
1132
WID
EN
ING
OF
SR
1131 (C
AM
ER
ON
RD
.)
CU
MB
ER
LA
ND
CO
UN
TY
C:\NCDOT_V8_WORKSPACE\ROADWAY_STDS\Standards\Plot\roadway_phm_aerial.pen
C:\NCDOT_V8_WORKSPACE\NCDOT_STDS\Standards\data\NCDOT.CTB
NCDOT RDU PLOT CONTROL DATA:
ROLL 1 OF 1
PROJECT 39070.1.1 (U-4706)
F. A. PROJECT STP-1131(11)
(LEGION RD.) IN HOPE M ILLS
FROM NC 59 (M AIN ST.) TO SR 1132
W IDENING OF SR 1131 (CAM ERON RD.)
CUM BERLAND COUNTY
ROLL 1 OF 1
PROJECT 39070.1.1 (U-4706)
F. A. PROJECT STP-1131(11)
(LEGION RD.) IN HOPE M ILLS
FROM NC 59 (M AIN ST.) TO SR 1132
W IDENING OF SR 1131 (CAM ERON RD.)
CUM BERLAND COUNTY
2036
20
16
PL
12’14’
16’
12’14’14’
12’
16’
12’14’12’12’
12’14’
19’
14’12’
EX
IST
ING
RO
AD
WA
YT
O B
E R
EM
OV
ED
PR
EL
IMIN
AR
Y P
LA
NS
SU
BJE
CT
TO
CH
AN
GE
WIT
HO
UT
NO
TIC
E
PU
BL
IC M
EE
TIN
G M
AP
PUBLIC M EETING M AP
PUBLIC M EETING M AP
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
CF
F F
FF
F
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
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
CF
F F
FF
F
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
NAD 83/95
S
HOPE
MIL
LS
CHURCH OF GOD
S
HOPE
MIL
LS
CHURCH OF GOD
DE
SIG
N D
AT
A
Max
. Su
perele
v.
Desig
n S
peed
Functio
nal C
lass. =
40 m
ph
= 0.04
= M
inor A
rte
ria
l
OR
TH
OP
HO
TO
DA
TA
Flig
ht M
issio
nF
ligh
t Date
= 2
010
= W
MS
(W
orld
Map
pin
g S
erv
er)
PI S
ta 1
4+
14
.02
DL =
94.4
8’
T =
47.5
8’
R =
320.0
0’
PI S
ta 1
6+
66
.52
DL =
26
6.0
2’
T =
133.8
0’
R =
1,0
00
.00
’
PI S
ta 2
2+
64.7
1
DL =
85.8
5’
T =
42.9
2’
R =
5,0
00
.00
’
PI S
ta 3
9+
95.7
3
DL =
46
.32
’
T =
23
.16
’
R =
22,9
20.0
0’
PI S
ta 3
4+
02.7
5
DL =
149.8
2’
T =
74.9
7’
R =
1,5
00.0
0’
-L- C
UR
VE
DA
TA
-Y5
- CU
RV
E D
AT
A
PI S
ta 1
0+
00.0
0
DL =
27
9.6
0’
T =
0.0
0’
R =
44
.50
’
-RD
BT
- CU
RV
E D
AT
A
SE
= N
CS
E =
SE
E P
LA
NS
SE
= S
EE
PL
AN
SS
E =
NC
SE
= N
C
SE
= N
C
PI S
ta 2
9+
40
.82
DL =
199.2
0’
T =
99
.90
’
R =
1,0
50.0
0’
-DR
W1- C
UR
VE
DA
TA
PI S
ta 1
1+
28
.00
DL =
47.8
4’
T =
35
.47
’
R =
25.0
0’
PI S
ta 1
0+
87
.51
DL =
53.3
1’
T =
29.5
1’
R =
50.0
0’
PI S
ta 1
3+
01
.57
DL =
22.0
8’
T =
11
.23
’
R =
50
.00
’
18’
18’
35’
13’
14’
10’
19’
9’
18’
-DR
W2- C
UR
VE
DA
TA
PI S
ta 1
4+
14
.02
DL =
94.4
8’
T =
47.5
8’
R =
320.0
0’
PI S
ta 1
6+
66
.52
DL =
26
6.0
2’
T =
133.8
0’
R =
1,0
00
.00
’
PI S
ta 2
2+
64.7
1
DL =
85.8
5’
T =
42.9
2’
R =
5,0
00
.00
’
PI S
ta 3
9+
95.7
3
DL =
46
.32
’
T =
23
.16
’
R =
22,9
20.0
0’
PI S
ta 3
4+
02.7
5
DL =
149.8
2’
T =
74.9
7’
R =
1,5
00.0
0’
-L- C
UR
VE
DA
TA
-Y5
- CU
RV
E D
AT
A
PI S
ta 1
0+
00.0
0
DL =
27
9.6
0’
T =
0.0
0’
R =
44
.50
’
-RD
BT
- CU
RV
E D
AT
A
SE
= N
CS
E =
SE
E P
LA
NS
SE
= S
EE
PL
AN
SS
E =
NC
SE
= N
C
SE
= N
C
PI S
ta 2
9+
40
.82
DL =
199.2
0’
T =
99
.90
’
R =
1,0
50.0
0’
-DR
W1- C
UR
VE
DA
TA
PI S
ta 1
1+
28
.00
DL =
47.8
4’
T =
35
.47
’
R =
25.0
0’
PI S
ta 1
0+
87
.51
DL =
53.3
1’
T =
29.5
1’
R =
50.0
0’
PI S
ta 1
3+
01
.57
DL =
22.0
8’
T =
11
.23
’
R =
50
.00
’
18’
18’
35’
13’
14’
10’
19’
9’
18’
-DR
W2- C
UR
VE
DA
TA
2016
2036
AD
T
14,8
75
14,9
80
TR
AF
FIC
DIA
GR
AM
CA
ME
RO
N R
D.
-L
-
-Y4-
9,3
80
9,4
00
620
705
300
3
20
405
300
SCHOOL ST.
2016
2036
AD
T
11,3
40
TR
AF
FIC
DIA
GR
AM
CA
ME
RO
N R
D.
LEGION RD.
-Y5-
-L
-
9,3
80
14,8
75
6,5
95
1,5
0
0
3,0
8
0
4
,28
5
6,6
155,785
9,695
2016
20
36
AD
T
14,9
80
20
0
2203
05
TR
AF
FIC
DIA
GR
AM
CA
ME
RO
N R
D.
420
505
20
0STONE ST.
-Y2-
-L
-
9,4
20
15,0
85
9,4
00
2016
20
36
AD
T
14,9
80
15,0
85
TR
AF
FIC
DIA
GR
AM
CA
ME
RO
N R
D.
-L
-
-Y3-
9,4
00
9,4
20
STONE ST.
320
405
200
120
20
5
200
2016
20
36
AD
T
15,0
85
3405
10
3,3
30
TR
AF
FIC
DIA
GR
AM
SOUTH MAIN ST.
24,030
34,945
CA
ME
RO
N R
D.
-L
-
-Y1-
9,4
20
2,4
75
1,06
0
1,310
4,450
7,450
6,12
5
25,575
37,070
3,6
25
S. M
AIN
ST
.L
EG
ION
RD
.C
AM
ER
ON
RD
.
12
’
.02
-L
-CL
.02
2’ 1
0’
3:1
3:1
14
’10’2
’
.02
GR
AD
E
PO
INT
.02
3:1
3:1
37
.5’
37
.5’
14
’
.02
12
’
.02
.02
.02
CL
.02
2’ 1
0’
3:1
3:1
5’
4’
2’
.02
GR
AD
E
PO
INT
3:1
3:1
12
’1
4’
.02
10’
5’
4’
14
’
32
’36’
12
’4’
12
’
.02
2’
.02
3:1
3:1
.02
10’
11
’
2’
3:1
3:1
.02
10’
CL-Y
5-
26.2
5’
13
’
39
.5’
13
’1
1’
17.7
5’
.02
.02
GR
AD
E
PO
INT
.02
11.5
’11.5
’12’ W
/GR
TY
PIC
AL
SE
CT
ION
-L-
TY
PIC
AL
SE
CT
ION
-Y1-
TY
PIC
AL
SE
CT
ION
-Y5
-
-L- P
OT
ST
A. 1
4+
00
.00
BE
GIN
PR
OJE
CT
U-4
706
-L- P
OT
ST
A. 4
1+
70
.00
EN
D P
RO
JE
CT
U-4
706
ED
WIN
DEAVER RD.
CA
MERO
N RD.
CA
MERO
N RD.
LEGION RD.
SCHOOL ST.
STONE ST.
PIN
ECREST ST.
MAIN ST.
MAIN ST.
EDW ARD E. MAYNOR DR.
EDWARD E. MAYNOR DR.
HO
NEYCUTT AVE.
RIV
ER RD.
BRANCH ST.
PROFESSIONAL DR.
PORTER ST.
E COLE ST.
W COLE ST.
MEADOW OOD CT.
HOPE MILLSMIDDLE SCHOOL
ROC
KFISH CREEK
RUSSELL ST.
BYN
UM ST.
HATTIE GRAY AVE.
14’
16’
11’
16’
14’12’
12’14’
12’14’12’
14’12’
12’
14’
11’11’
13’
13’
14’12’23’12’
10.7’10.7’
10.7’
14’
63’
19’
9’
18’
18’
35’
19’
9’
13’
10’
18’
14’
SR 113
1
SR 113
1
SR 1132
58’ F-F
36’ F-F
36’ F-F
36’ F-F
22’ F-F
36’ F-F
28’ F-F
80’ R/W
110’ R/W
47’ R/W
50’ R/W
54.5’ R/W
54.5’ R/W
53’ R/W
49’ R/W
51’ R/W
37’ R/W
TO
HOPE MILLS
34’ F-F
26’ F-F
D=125’
18’
34’ F-F
21.6’
32.5’ F-F
34’ F-F
EN
D C
ON
ST
RU
CT
ION
U-4
70
6
BE
GIN
PR
OJE
CT
U-2
80
9A
-Y5
- PO
T S
TA
. 35
+1
0.0
0
TO I-95 BUSIN
ESS
59
59