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MA
TC
H L
INE
-L
- S
TA
75+
00
SE
E R
OL
L 2
OF
3
LEGEND
2032
2012
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
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
PRESENT ADT
FUTURE ADT
PROPERTY LINES
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
AND UTILITY)
DESIGN PUBLIC HEARING MAP
PROJECT 39017.1.1 (U-3465)
ROLL 1 OF 3
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NC
DO
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OR
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PA
NC
DO
T R
DU
PL
OT
CO
NT
RO
L D
AT
A:
0’ 100’ 200’
50’
100’
(ENGLISH)
3:1 MAX.
CL
3:1 MAX.
-L- (RAY ROAD)
HARNETT COUNTY
DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
HA
RN
ET
T C
OU
NT
Y
PR
OJE
CT
39017.1
.1 (
U-3
465)
RO
LL
1 O
F 3
DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
HA
RN
ET
T C
OU
NT
Y
PR
OJE
CT
39017.1
.1 (U
-3465)
F. A
. PR
OJE
CT
ST
P-1
121(9
)
RO
LL
1 O
F 3
F. A. PROJECT STP-1121(9)NAD 83/95
LEGEND
2032
2012
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
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
PRESENT ADT
FUTURE ADT
PROPERTY LINES
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
AND UTILITY)
0’ 100’ 200’
50’
100’
(ENGLISH)
F. A
. P
RO
JE
CT
ST
P-1
121(9
)
P
R
O
P
O
S
E
D
4
-
L
A
N
E
D
I
V
I
D
E
D
C
U
R
B
A
N
D
G
U
T
T
E
R
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
0.02 0.02 0.02 0.020.02 0.02
SR
1121 (
RA
Y R
OA
D) F
RO
M S
R 1
120
(O
VE
RH
IL
LS
RO
AD
) T
O N
C 2
10
SR 1121 (RAY ROAD) FROM SR 1120
(OVERHILLS ROAD) TO NC 210
SR
11
21
(R
AY
RO
AD
) F
RO
M S
R 1
12
0
(O
VE
RH
IL
LS
RO
AD
) T
O N
C 2
10
NAD 83/95
EXISTING TRAFFIC SIGNAL TO BE REMOVED EXISTING TRAFFIC SIGNAL TO BE REMOVED
CO
NC
BST
C&G
C&G
C&
G
CONC
SO
IL
C&G
C&G
S
CO
NC
S
CONC
C&G
C&G
C&G
BST
CONC
C&
G
C&
G
SO
IL
C&G
C&G
SR 1121 RAY
RD BST
72" C
HL
C&G
C&G
C&G
C&G
C&G
C&G
CONC
C&G
C&G
C&G
C&G
CONC
CONC
C&G
PUMP STA
CO
NC
PUM
P STA
CONC
CONC
BST
CONC
CONC
CONC
CONC
CONCCONC
S
BST
CONC
B
S
T
BST BST CURBB
ST
CU
RB
B
S
T
C
U
R
B
BS
T C
UR
B
BS
T C
UR
B
C&G
C&
G
C&G
C&G
BST
BST
BST
BS
T C
UR
B BST CURBS
CONC
72" C
HL
& 3
SB
W
BST
CO
NC
CONC
CO
NC
C
O
N
C
BST CURB
BST CURB
BST C
UR
B
BS
T C
UR
B
BS
T C
UR
B
BST
BST
BST
C&
G
C&
G
CONCBST CURB
B
S
T
C
U
R
B
BST
BSTBST
BST CONC
CONC
S
CONC
10’ CHL
CONC
C&G
C&G
BST
BST
CO
NC
BS
TB
ST
S
BS
T C
UR
B
BS
T C
UR
B
CO
NC
C
O
N
C
CO
NC
C&G
CONC
CONCBST
C
O
N
C
B
S
T
2 G
AS
PU
MP
S
U/M
TL
CA
NO
PY
CO
NC
FILLER CAPS
SOIL CONC ANTENNA
BST
BST
SR 1121 RAY RD BST
CO
NC
C&G
C&G
C&G
36" PVC RAIL
CO
NCB
ST CU
RB
3
6
"
P
V
C
R
A
I
L
CO
NC
CO
NC
C
O
N
C
C
O
N
C
SOIL
CO
NC
CO
NC
CO
NC
CO
NC
C
O
N
C
C
O
N
C
CO
NC
BST CURB
BST
C&
G
C&
G
BST
BST
S
CONC
36" C
HL
CO
NC
CONC
GR
CONC
S
BST
60" CHL
CONC
BSTBST
72" CHL
72" CHL
CO
NC
SO
IL
BST
CONC
SOIL
CONC
CO
NC
C&
G
C&
G
C&
G
CO
NC
CU
RB
CO
NC
CU
RB
BST
BST
S
CONC CURB
B
ST
CO
NC
CO
NC
CON
C
STONE CROSS DR BST
BST
BST
BSTMTL
MTL
CO
NC
CO
NC SO
IL
MTL
48" WD RAIL
48" W
D R
AIL
BST
BST
BS
T
MTL
MTL
SR 1121
RA
Y R
D
BST
CO
NC
SO
IL
SOIL
CO
NC
CO
NC
BST
BST
BST
BST
48" C
HL
CO
NC
GENA LN GR
7
2
"
C
H
L
&
3
S
B
W
W
SO
IL
S
CONC
CONC
MACK WEST LN SOIL
CO
NC
GR
60" CHL
S
S
SO
IL
LYNX LN GR
S GR
CO
NC
7
2
"
C
H
L
&
3
S
B
W
S
CO
NC
CO
NC
CO
NC
SO
IL
CO
NC
GR
CONC
CO
NC
SOIL
CO
NC
SO
IL
24" C
ON
C
BST
72" C
HL
&3SB
W
HA
RN
ET
T
CO
UN
TY
CO
NC C&
G
C&G
CO
NC
CO
NC
BST
C&G
C&
G
S
CO
NC
S
MTL
SR
1120 O
VE
RH
IL
LS R
D B
ST
SR
1120 O
VE
RH
IL
LS R
D B
ST
CONC
48" WD RAIL
CONC
CO
NC
RIP
RA
P
BST CURB
BST CU
RB
GR
BS
T
BS
T
S
S
S
RIPRAP
W
W
GR
GR
BS
T
96"C
HL 9
6" C
HL
36" WD RAIL
SO
IL GR
GR
4
8
"
W
D
R
A
I
L
GR4
8
"
W
D
R
A
I
L
CO
NC
CO
NC
W
CONC
CONC
48" C
HL
CO
NC
S
SO
IL
BST
SR
1120 B
LA
LO
CK
RD
B
ST
SR
1120 B
LA
LO
CK
RD
B
ST
CONC
CONCC
ON
C
CO
NC
GR
CO
NC
CO
NC
CO
NC
CO
NC
CO
NC
36"
PV
C
RA
IL
CO
NC
60" C
HL
CO
NC
CO
NCCO
NC
S 35%%d 46’ 31.5" E
S 9%%d 33’ 56.6" E
S 3%%d 28’ 35.6" W
S 14%%d 36’ 37.7" W
PO
T S
ta. 5
+00.0
0
PC
Sta
. 2
8+
49.2
9
PT
Sta
. 3
5+
35.4
6
PC
Sta
. 4
3+
84.8
7
PT
Sta
. 5
2+
95.3
9
PC
Sta
. 5
8+
44.0
0
PT
Sta
. 6
3+
29.8
1
PC
Sta
. 7
4+
25.0
2
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
CCC
C
C
F
C
C
F
F
C
F
F
C
F
C
F
C
C
C
C
C
FC
FC
C
FC
F
F
F
F
C
F
C
C
C
F
F
C
F
C
F
F
F
F
C
F
F
C
C
HT
R
HT
R
1SBKAPT
1SBK
APT
1SBKAPT
S
1SB
KA
PT
HTR
HTR
HTR
HTR
HTR
1SBKAPT
1SBKAPT
SG
2SBLK
BU
S
1SBKBU
S
1
S
B
L
K
B
U
S
1SBLKBUS
1SBLKBU
S
1SBKBUS
1SBKAPT
1SB
KA
PT
1SBKAPT
CO
NC
BL
K W
AL
L
1SB
KA
PT
S
S
S
HT
R
HT
R
S
S
1SBKD
HTR (ABAND)
S
HT
R
HT
R
S
HT
R
S
S
HT
R
S S
HT
R
HT
R
1SBLKBUS
1SBLK
BU
S
HT
R (
AB
AN
D)
1S
BL
KB
US
WD CAN
1S
FD
1S
FD
2SB
KB
US
1SBK
BU
S
S
HT
RB
US
S
1S
BL
KB
US
1SBLK
BU
S
MTLG
HT
R
HT
R
HT
R
1S
FD
2SBK
ANDERSON CREEK
FIRE & EMS
HTR
1SFD
GBUS
HTR
-L- SR 1121 RAY ROAD AT SR 1120
OVERHILLS ROAD
500
833
2012 ADT
2032 ADT
1000
1667
11.5’
DESIGN DATA
Functional Class.
Design Speed
Max. Superelev.
= Urban Collector
= 50 mph
= 0.04
DESIGN DATA
Functional Class.
Design Speed
Max. Superelev.
= Urban Collector
= 50 mph
= 0.04
9P
M
(4,1
)6
5
9P
M
(4,1
)65
9PM
(3,1)65
60
PM
(2,1
)1
0
60
PM
(2,1
)10
10’ 2’ 14’
26’
12’
23’
11.5’
0
.
7
5
’
0.75’
26’
12’ 14’ 2’ 10’
6050
1
2
2
1
7
2012 ADT
2032 ADT
125
208
3750
7584
3875
7792
2875
6125
6900
12900
4025
6775
10825
20243
10825
20243
375
625
-Y
6-
NO
RT
HP
OIN
T
RO
AD
625
1042
11700
21700
1125
1875
-Y
5-
NO
RT
HP
OIN
T
RO
AD
1625
2708
-L- SR 1121 RAY ROAD AT NORTHPOINT ROAD
-Y1
- S
R 1
12
0
BL
AL
OC
K R
OA
D
-Y
3- S
R 1
12
0
OV
ER
HIL
LS
RO
AD
-L- SR 1121 RAY ROAD
-L- SR 1121 RAY ROAD
9675
19593
9PM
(3,1)65
WARD SARAH F
GRITZ JANET W & HUSBAND
BB
C E
NT
ER
PR
ISE
S
WE
LL
ON
S F
LO
RE
NC
E C
WS/A
C L
LC
DOVE RIDGE
HOMEOW
NERS ASSOC
UNITED STATES OF AMERICA
WELLONS FLORENCE C
RAY WATSON ELMON
HOLDER DAYTON
W & WIFE
LYNCH CLIFFORD &
WEST MARK DAVID
SMITH NARVIL
L SR & WIFE
JOHNSON CHARLEY E
CLASSIC
TRANSMISSION
AND AUTO
HAIRE CAROLYN
WESTBROOK ALLEN D & WIFE
WELLONS FLORENCE C
WELLONS W S REALTY
1 1 ROLLING SPRINGS WATER COMPANY
WEST MACK
& WIFE
2
2 HINSLEY MARIE P
WELLONS
FLORENCE C
3
3
4
4
WELLONS FLORENCE C
5
5
HASAPIS
TASOS
& WIFE
HARNETT COUNTY
HARNETT COUNTY
HARNETT COUNTY
HARNETT COUNTY
ANDERSON
CREEK
VOLUNTEER
FIRE
WELLONS FLORENCE C
WELLONS FLORENCE C
6
6 CAROLINA TELEPHONE & TELEGRAPH
WELLONS FLORENCE C
ANDERSON CREEK
INVESTMENTS LLC
WS/AC LLC
ANDERSON
CREEK
CAPITAL
LLC
ANDERSON
CREEK
CAPITAL
LLC
ANDERSON
CREEK
CAPITAL
LLC
ANDERSON CREEK CAPITAL LLC
WESTERN MEDICAL GROUP
BOONE TRAIL MEDICAL CENTER
HARNETT COUNTY OF
7
7
SOUTH CENTRAL WATER & SEWER
ANDERSON CREEK PARTNERS LP
UNITED STATES OF AMERICA
HARNETT COUNTY
HUGHES EDWARD M &
ANDERSON CREEK PARTNERS LP
WELLONS W S CORPORATION
WELLONS FLORENCE C
HARNETT COUNTY
WINCOR
PROPERTIES
LLC
WELLONS FLORENCE C
5
10
15
20
25
30 35
40
45
50
55
60
65
70
75
PI Sta 60+87.67
D = 11%%d 08’ 02.1" (RT)
D = 2%%d 17’ 30.6"
L = 485.81’
T = 243.67’
R = 2,500.00’
-L-
PI Sta 48+42.10
D = 13%%d 02’ 32.2" (RT)
D = 1%%d 25’ 56.6"
L = 910.52’
T = 457.24’
R = 4,000.00’
PI Sta 31+98.48
D = 26%%d 12’ 34.9" (RT)
D = 3%%d 49’ 11.0"
L = 686.17’
T = 349.19’
R = 1,500.00’
-L-
PI Sta 76+85.59
D = 15%%d 13’ 18.8" (LT)
D = 2%%d 56’ 17.7"
L = 518.06’
T = 260.56’
R = 1,950.00’
-L-
60’
65
75’
80’
50’
50’
50’50’
50’
50’
50’
50’
50’
50’
58’
55’55’
50’
50’
55’
55’
80’
62’
62’
50’
62’
62’
50’
45’ 45’
50’50’
BEGIN TIP PROJECT U-3465
-L- STA 6+00.00
TO SR 1117
62
’
62’
50’
62’
62’
-L- S
R 1121
RAY ROAD
-Y1-
SR
1120
BL
AL
OC
K R
OA
D
-Y2-
STONE CROSS DRIVE
-Y4-
-Y3-
SR
1120
OV
ER
HIL
LS R
OA
D
-L- SR 1121
RAY ROAD
-L- SR 1121RAY ROAD
-Y5-
NO
RT
HPO
INT
RO
AD
OVERHILLS ELEMENTARY SCHOOL
OVERHILLS MIDDLE SCHOOL
OVERHILLS HIGH SCHOOL
OVERHILLS HIGH SCHOOL
50
’E
XIS
T.
EX
IST
.
EX
IST
.
50’
EX
IST
.50’
FOR EMERGENCY USE ONLY
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
