proposed 4-lane divided curb and gutter … 1121 ray rd bst soil 84" chl & 3sbw b (aband)...
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WLBWLB
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DE
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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
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(
R
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c:\ncdot_v8_w
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NC
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A:
0’ 100’ 200’
50’
100’
(ENGLISH)
0’ 100’ 200’
50’
100’
(ENGLISH)
DE
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39
01
7.1
.1 (
U-3
46
5)
F. A
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CT
ST
P-1
121(9
)
RO
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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
1121
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" CHL
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
1121
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
ARBOR
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 BSTG
R
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" CHL
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 ROSEBUD ST BST
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 0
4’ 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 0
4’ 37.8
" E
C
F
C
C
C
F
F
F
C
C
F
F
C
C
F
C
C
1SBLK
SS
1SBLKD
B
(AB
AN
D)
S
S
S
S
S
HTR
HTR
HTR
HTR
1SBKD
HTR
S
1SFD
S
S
W
1SBKD
HTR
HTR
1SBKD
W
G
1SBK
D
HTR
W
G
S
1SBKD
HT
R
1SMTLBUS
1SMTLBUS
S
1SBK
1SFD
S
HTR
S
1SBKD
HTR
S
S
S
BA
PTIS
T
CH
UR
CHL
IBER
TY
HTR
CA
N
S
1SB
KD
S
SG
MT
L
CA
N
HTR
1SBKBUS
1SBKBUS
S
S
48" CH
L
S
1SBKD
48" C
HL
S
S
HTR
1SFBUS
1SFBUS
1SFBUS
S
S
HTR
B
(AB
AN
D)
1SBK APT
1SBK APT
MTL
CAN
MTLG
1SBLKBUS
1SBLKBUS
MTLCAN
PLAYGROUND
AN
DE
RS
ON
CR
EE
KC
OM
MU
NIT
YC
EN
TE
R
1SF
1S
FD
1S
FD
1S
FD
1S
FD
1S
FD
1S
BK
D
1S
BK
D
1S
BK
D
1S
BK
D
1S
BK
D
G
1S
BK
D
1SBKD
1S
BK
D
1S
BK
D
1S
BK
D
1SBKAPT
11.5’ 11.5’
2012 ADT
2032 ADT
2012 ADT
2032 ADT
-L- SR 1121 RAY ROAD AT -Y9- SR 1162
R
O
L
L
I
N
G
S
P
R
I
N
G
S
D
R
I
V
E
2012 ADT
2032 ADT
-L- SR 1121 RAY ROAD AT -Y10- SR 1160
AZALEA DRIVE-L- SR 1121 RAY ROAD AT -Y7- SR 1122
M
c
K
A
Y
R
O
A
D
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
65 9PM
(3,1) 65 9PM
(3,1)
10
60
PM
(2,1
)
10
60
PM
(2,1
)
10’ 2’
2
6
’
14’ 12’
0.75’
10’2’14’
26’
12’
0.75’
23’
10
60
PM
(2,1
)
65 9PM
(3,1)
11575
21492
1875
3125
750
1250
-Y7
- S
R 1
12
2
Mc K
AY
RO
AD
1125
1875
11950
22117
625
1042
11950
22117
150
317475
725
-Y9
- S
R 1
16
2
RO
LL
ING
SP
RIN
GS
DR
IVE
12275
22525
-L- SR 1121 RAY ROAD-L- SR 1121 RAY ROAD 12275
22525
250
417
500
834
-Y10-
SR
1160
AZ
AL
EA
DR
IVE
250
417
12275
22525
-L- SR 1121 RAY ROAD
v
v
v
v
v
v
WA
RD
SA
RA
H F
GRIT
Z JA
NET W
& H
USBA
ND
HARNETT COUNTY
HARNETT COUNTY
HARNETT COUNTY
WEST DWIGHTWEST DWIGHT WASHINGTON
8
8 WEST DWIGHT & JANE G
BULLOCK GERALD M &
PARKER ROGERB & BRENDA
RORERJANIE
DAYDENNIS L& WIFE
ANDERSON CREEK COMMUNITY
PEELE ROBERT ALBERT & WIFE
MASON GORDON A & HAIRE WILLIAM R &
HAIRE WILLIAMRODNEY
YOCCOELIZABETHDIANE
TAYLOR &
LIBERTY BAPTIST CHURCH OF
ADAMS STEVE &
ADAMS STEVE &
EDWARDSLARRY
WEST FLOYD DANYEL
WESTDANIEL L
&
BONNIE S
DEBERRYLOUIS &BERNICE
WEST FLOYD& DOROTHY
WELLONSFLORENCE C
NICHOLSJERRYB & T
RADFORD
DONALD R& WIFE
LOVELLGLENDA S
& M
9 KRIEGER JOHN M & SPOUSE
9
10
MERCURIO CHARLES A TRUSTEE10
CLARKJAMES R
& CONNIE L
CHACONGEORGE
MCMILLANTERENCE
& L
DONOVANJAMES A
LOVELACE OLIVER & F
11
11
KEARNS RALPH W & V
12
13
12
13 RIBBLE MARY C & CHARLES T
JONES TERRELL L & PANSY M
CABRAL DANIEL & L
GRISWOLD MICHAEL W & MARKELDA
CRAWFORD ELLIS
1415
16
17
18
FLETCHERJOHN C
WELLONSFLORENCE E
WELLONS FLORENCE C
COLVILLE AGNES
19
WELLONSFLORENCE C
PALMERAMALIA
CABRALDANIEL
SR
WHITEHEADHAROLD
E
KENNEDY RONALD A & LINDA R
BLANCHARD ROGER N II & WIFE
WAS FAMILYLIMITED
PARTNERSHIP
ALL AMERICAN MORTGAGE INC
MITCHELLROGER A
& MARY L
WAGNERTERRY
LANE
SIERRA-RIVERA HENRY A & WIFE14
15
16
17
18
HOSACK KENNETH D
19
20
20
WAGNERTERRY LANE
BLACK BETTY J
LEWISROBERTA & S
LEWISSTUART & R
BULLOCK GERALD M &
LEE LOUISE B
21
WARD ELLIS JR
HARNETT COUNTY
21 MATTHEWS MARGARET B & JAMES F
AD
AM
S S
TEV
E &
UN
ITED
STA
TES
OF
AM
ER
ICA
AD
AM
S S
TEV
E &
MCCLAIN CLEMON EDWARD & WIFE
WARD ELLIS RAY
65
70
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
150
155
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-
PI Sta 92+27.40
D = 13%%d 13’ 02.2" (LT)
D = 2%%d 43’ 42.1"
L = 484.44’
T = 243.30’
R = 2,100.00’
-L-
PI Sta 116+81.16
D = 48%%d 14’ 54.6" (LT)
D = 4%%d 05’ 33.2"
L = 1,178.93’
T = 626.96’
R = 1,400.00’
-L-
50’50’
EXIST45’
80’
45’45’
50’
50’
45’45’
50’
62’
45’ 45’
EX
IST
50’
-Y6-
SP
RIN
G V
AL
LE
Y
50’
62’
62’
80’
62’
50’
50’
-L- S
R 1121
RA
Y R
OA
D
-L- SR 1121
RAY ROAD
-Y7-
SR
1122
MC
KA
Y R
OA
D
-Y8-
CA
ME
LL
IA L
AN
E
-Y9-
SR
1162
RO
LL
ING
SP
RIN
GS
DR
IVE
-Y10-
SR
1160
AZ
AL
EA
DR
IVE
-L- S
R 1
121
RA
Y R
OA
D
-L- S
R 1
121
RA
Y R
OA
D
OVERHILLS HIGH SCHOOL
OVERHILLS HIGH SCHOOL
50’
EX
IST
.
50’
62’
50’
62’
EX
IST.
EX
IST.
80’
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS