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DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
PR
OJE
CT
39017.1
.1 (U
-3465)
RO
LL
2 O
F 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
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
AND UTILITY)
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
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
AND UTILITY)
3:1 MAX.
CL
3:1 MAX.
-
L
-
(
R
A
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R
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A
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)
c:\ncdot_v8_w
orkspace
C:\
NC
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8_W
OR
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PA
NC
DO
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DU
PL
OT
CO
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RO
L D
AT
A:
0 100 200
50
100
(ENGLISH)
0 100 200
50
100
(ENGLISH)
DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
HA
RN
ET
T C
OU
NT
Y
PR
OJE
CT
39
01
7.1
.1 (
U-3
46
5)
F. A
. P
RO
JE
CT
ST
P-1
121(9
)
RO
LL
2 O
F 3
DESIGN PUBLIC HEARING MAP
HARNETT COUNTY
PROJECT 39017.1.1 (U-3465)
F. A. PROJECT STP-1121(9)
ROLL 2 OF 3
F. A
. PR
OJE
CT
ST
P-1
12
1(9
)
HA
RN
ET
T C
OU
NT
Y
MA
TC
H L
INE -L- STA
75+00
SEE R
OLL 1
OF 3
MA
TC
H L
INE -L
- STA
140+00.0
0
SEE R
OLL 3
OF 3
NAD 83/95
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
0.020.02
0
.
0
2
0.02
0
.
0
2
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
WETLANDS
NAD 83/95
WETLANDS
CON
C
BS
T
84" C
HL
& 3
SB
W
SO
IL
SO
IL CO
NC
SOIL
CO
NC
CO
NC
CO
NC
BST
BST
SOIL
SOIL
SR
112
1
RA
Y R
D
BST
84" C
HL
& 3
SB
W
B (A
BA
ND
)
MTL
CO
NC
CO
NC
CO
NC
CONC
CONC
CONC
CONC
CONC
BST
BST
BST
36" CHL
36" CHL
36" CHL
36" CHL
BST BST
SO
IL
CONC
CO
NC
36" C
HL
BST
BST
SOIL
SR 1163 PANSY CR BST
CONC
CONC
CONC
CONC
BS
T
36" CHL
S
CONC
CONC
S
36" WW
FUEL
1SBKBUS
GR
BST CURB
GR
BSTBST
BST CURB
36" C
HL
4SBW
72" C
HL
BST
BST
72" C
HL
72" CHL
72" CHL
48" C
HL
CONC
CONC
BS
T48" C
HL
GR
CONC48" CHL
PO
OL
SO
IL
CONC
BS
T
CA
ME
LL
IA
LN
B
ST
BS
T C
UR
B
BS
T C
UR
B
CO
NC
36" C
HL
36" C
HL
CO
NC
CONC
CONCCONC
36" CHL
36" CHL
CONC
S
CONC
CONC
GR
SO
IL
CO
NC
36" C
HL
36" C
HL
CO
NC
CO
NC
SO
IL
CONC
CONC
36" WW
CO
NC
CU
RB
BST
CO
NC
CU
RB
SCONC
36" CH
L
GR
BST
CONC
GR
JO
E S
T B
ST
CONC
CONC
72" W
D
72
" W
D
72" W
D
MTL CAN
CONC
CONC
S
S
CO
NC
FUEL
FUEL
S
CO
NC
CO
NC
S
BST
SR
112
1
RA
Y R
D
BST
CO
NC
36" C
HL
36" CH
L
36" CHL
BST
48" WD RAIL
GR
36" WD RAIL
S
24" BLK WALL
48" C
HL
36" W
D R
AIL
72" WD
GR
RA
MP
DK
36" C
HL
CONC
48"
WW
BST
BST
S
ARBO
R
A
G
T
A
N
K
CONC
36" CHL
C&
G
SO
IL
C&G
C&G
S
CO
NC
S
CON
C
C&
G
C&
G
C&
G
BST BSTGR
CONC
CO
NC
CONC
C&
G
C&
G
SR 1121 RAY RD BST
CONC
BST CURB
BST CURB
CONC
BST
GR
SO
IL
GR
KIL
LD
EE
R D
R S
OIL
CO
NC
CU
RB
CONC
CONC
CO
NC
CU
RB
CO
NC
CU
RB
72" CHL ON 12" CONC WALL
CONC
CONC
CONC
CONC
CONC
CONC
CONC
S
SOIL
S
S
SS
GR
CONC
S
GR
CONC
ELMA BLACK LN SOIL
CO
NC
36" C
HL
S
C&
G
BS
T C
UR
B
MIS
TY
CO
VE L
N
SO
IL
MTL CAN
48" C
HL
SO
IL
SO
IL
CO
NC
SOIL
36" C
HL
SOIL
GR
CO
NC
CU
RBCONC
48"
CH
L
72" CHL
48" C
HL
SOIL
CONC
GR
72" C
HL
C&
G
C&
G
C&
G
C&
G
C&
G
C&
G
CO
NC
C&G
C&
G
C&
G
C&
G
CO
NC
CO
NC
C&G
CO
NC
WW7
2"
WD
PU
MP S
TA
CO
NC
36" WW
BS
TC
UR
B
72" CHL & 3SBW
48" WDRAIL
48" WDRAIL
3 GAS PUMPS U/MTL CAN
2 GA
S PUM
PS
U/MTL CAN
CONC CURB
CO
NC
SR
1160 A
ZA
LE
A D
R B
ST
BS
T C
UR
B
BS
T C
UR
B
CO
NC
CO
NC
CO
NC
CO
NC
CO
NC
SR
1162 R
OL
LIN
G S
PR
IN
GS
DR
B
ST
BS
T C
UR
BB
ST
CU
RB
SR 1161
ROSEB
UD ST B
ST
CO
NC
CO
NC
LIT
TL
E M
DR
SO
IL
SO
IL
GO
RD
ON
LN
B
ST
SR
1122 M
C K
AY
RD
B
ST
S 14%%
d 36 37.7" W
S 0%%d 36 41.0" E
S 13%%d 49 43.2" E
S 62
%%
d 04
37.
8" E
PC
Sta
. 7
4+25.0
2
PT
Sta
. 7
9+
43.0
8
PC
Sta
. 8
9+
84.1
0
PT
Sta
. 9
4+
68.5
4
PC
Sta
. 1
10+
54.2
0
PT S
ta. 1
22+33.1
3
F
F
F
F
F
F
F
F
F
F
C
F
F
C
FC
C
C
C
C
C C
C
C
C
F
C
F
C
F
F
C
C
F
F
SP
RIN
G V
AL
LE
Y
S 62
%%
d 04
37.
8" E
C
F
C
C
C
F
F
F
C
C
F