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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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DO
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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 0.02 0.02 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"
CH
L
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
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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 CONC72" CHL & 3SBW BST CONCCONC CONCC
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 C
UR
B
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" CH
L
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 1
121
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
CURB
GR
BS
T
BS
T
S
S
S
RIPR
AP
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