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JESSIE ANNA WALKER
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LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
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
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
CEMETERIES
2020
2040
BUILDINGS
PROPOSED TRAFFIC SIGNAL
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C
-L- POT STA. 175+57.84
TO NC 82
DU
NN
CIT
Y
LIM
ITS
JAMES E. WILSON, JR.
JAMES E. WILSON, JR.
ROBERT F. DIXON
MILLARD JACKSON
ROY S. TART, SR.ROY S. TART, SR.
JULIAN A. PARRISHPRECISION SIDING AND WINDOWS, INC.
HOWARD L. TART
BOBBY S. JERNIGAN
CARL E. FITCHETT, JR.
LISA B. FITCHETT
DISHA HOSPITALITY. LLC
KAM LEASING, LLC
SIDNEY R. DORMANSIDNEY R. DORMAN
JESSIE ANNA WALKERMUNISHREE LLC
JESSIE ANNA WALKER
JESSIE ANNA WALKER
DUNN COMMERCE PARK, LLC
FLAGSTONE PROPERTIES, LLC
PATTI H. QUEIPO
LONG BRANCH HOLDING COMPANY, LLC
MILLARD J. GAINEY
KILVET A. CABRERA
WINCOR PROPERTIES, LLC
WHOLE ARMOR MINISTRIES, INC
JAMES O. MCNEILL
WHOLE ARMOR MINISTRIES, INC
JAMES W. KENNEDY
DUNN BOARD OF ALCOHOLIC
DEMAI PROPERTIES II, LLC
KENNEDYJAMES W.
JESSIE ANNA WALKER
SURESH PATEL
RAWLINGS NOVELLA POPE
RAWLINGS NOVELLA POPE
RAWLINGS NOVELLA POPE
BILLY TART
I-MART, LLC
ONH PROPERTIES, LLC
EMANUEL, SRRANDY B.
RATLIFFMARY E.
JACKSO
N R
OAD
260'
EX. R
W
BEGIN TIP PROJECT I-5878
-SERV2- B
UD
HA
WKIN
S RO
AD
-SE
RV1- I
NTE
RST
ATE
DRIV
E
-Y1- S
PRIN
G BR
ANCH
RO
AD
-Y1- P
OPE R
OAD
AB
C D
BEGIN CONSTRUCTION
-SERV2- POT STA. 10+00.00
-SERV1- POT STA. 10+00.00
BEGIN CONSTRUCTION
END CONSTRUCTION
-SERV1- POT STA. 38+43.29
BEGIN CONSTRUCTION
-Y1- POT STA. 15+75.00
END CONSTRUCTION
-Y1- POT STA. 44+25.00
END CONSTRUCTION
-SERV2- POT STA. 37+71.63
DU
NN
CIT
Y LIMIT
S
PR
OJE
CT 53078.1.1 (I-5878)
F. A. P
ROJE
CT
NH
P-0095(0
07)7
3
RO
LL 1
OF 2
HA
RN
ET
T
CO
UN
TY
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
PR
OJE
CT 53078.1.1 (I-5878)
RO
LL 1
OF 2
HA
RN
ET
T
CO
UN
TY
F. A. P
ROJE
CT
NH
P-0095(0
07)7
3
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
PROJECT 53078.1.1 (I-5878)
F. A. PROJECT NHP-0095(007)73
ROLL 1 OF 2
HARNETT COUNTY
DESIGN PUBLIC MEETING MAP
100' 200'100'
(ENGLISH)
50'
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.08= 70 mph= Interstate
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
WLB
SR
1793 (S
PRIN
G
BR
AN
CH/P
OP
E
RO
AD, E
XIT 72)
(E
CU
MB
ER
LA
ND
ST
RE
ET, E
XIT 73)
AN
D
IM
PR
OV
E I-95 IN
TE
RC
HA
NG
ES
AT
US 421
SR
1793 (S
PRIN
G
BR
AN
CH/P
OP
E
RO
AD, E
XIT 72)
(E
CU
MB
ER
LA
ND
ST
RE
ET, E
XIT 73)
AN
D
IM
PR
OV
E I-95 IN
TE
RC
HA
NG
ES
AT
US 421
SR 1793 (SPRING BRANCH/POPE ROAD, EXIT 72)
(E CUMBERLAND STREET, EXIT 73) AND
IMPROVE I-95 INTERCHANGES AT US 421
NAD 83 N
A 20
11
6:1 6:1
18' 6'
4'
FDPS
10'
L
POINT
GRADE
0.08
ORIGINAL GROUND
4:1
4'
FDPS
0.08
ORIGINAL GROUND
ORIGINAL GROUND
6:1
GRADE TO THIS LINE
(3:1 M
AX)
VAR. SLO
PE
FO
R C
UTS
HIN
GE P
OIN
T
12'
??'
0.02 0.02
(TYP.)
6"
12'
0.02 0.02
30'
3:1 M
AX
FO
R FIL
LS
HIN
GE P
OIN
T
**SHOULDER W/ GR 15'
14'*
12'**
14'*
12'**
*SHOULDER W/ GR 17' SERVICE ROADSC
TYPICAL SECTION SERVICE ROADS
GRADE TO THIS LINE
6:1 6:1
18' 6'
FDPS
10'
POINT
GRADE
0.08
ORIGINAL GROUND
4:1
(3:1 M
AX)
VAR. SLO
PE
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
12' 14'
??'
17' W/GR
0.02 0.02 0.02
0'-4'
VAR.
VAR.
VAR. 4' TO 10'
6"
12' 12'
EXIST
NBL
0'-30'
VAR.
FDPS
4'2'
EXIST
EXISTEXIST EXIST
9'
15'
-L- (I-95)CL C
L-Y- LINES
TYPICAL SECTION I-95 NBL
TRAFFIC DIAGRAM
1700
2100
2000
2500
100
100
340
500
2020
INTERSTATE DR.
400
600
ADT2040JACKSON RD.
JACKSON RD.
-Y- LINES
0'-30'
VAR.
TYPICAL SECTION I-95 SBL
L
6:1
18'
FDPS
POINT
GRADE
0.08
GRADE TO THIS LINE
4:1
6:1
6'10'
ORIGINAL GROUND
ORIGINAL GROUND
12'12'
FDPS
4' 2'
L
FO
R FIL
LS
HIN
GE P
OIN
T
12'14'
17' W/GR
??'
0.020.02
(3:1 M
AX)
VAR. SLO
PE
FO
R C
UTS
HIN
GE P
OIN
T
0'-4'
VAR.
0.02 VAR. EXIST EXISTEXISTEXIST
EXIST
VAR. 4'-10'
C
SBL
15'
9'
6"
-L- (I-95)C
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6:1 6:1
18' 6'
4'
FDPS
10'4'
POINT
GRADE
0.08
ORIGINAL GROUND
6:14:1
4'
FDPS
(3:1 M
AX)
VAR. SLO
PE
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
30' 12' 12'
15' W/GR
14'
??'
3:1 M
AX
17' W/GR
0.020.04 0.02 0.02
(TYP.)
6"
TYPICAL SECTION RAMPS
RAMPSLC
FDPS
0.08
GRADE TO THIS LINE
12'
ORIGINAL GROUND
4:1
FDPS
0.080.020
??'
0.020
4'
8'
3:1 MAX SLO
PE
0.02
4'
3:1 M
AX.
8'
11' W/GR
VAR. 24' - 12' VAR. 24' - 12'
VAR. 11' - 12' VAR. 11' - 12'
THIS LINE
GRADE TO
GRADE
POINT
CL -Y- LINES
ORIGINAL GROUND
VAR. SLOPES
ORIGINAL GROUND
4:1
TYPICAL SECTION -Y- LINES
4400
6100
56300
71700
57200
72900
I-95-L-
I-95-L-
700
1000
1000
1500
800
1000300
200
2020ADT
2040
TRAFFIC DIAGRAM
3700
4900
-Y1-SPRING BRANCH RD.
-Y1-POPE RD.
450
600
100
100500
350
2020
3700
4900
3500
4500
ADT2040
TRAFFIC DIAGRAM
-Y1-POPE RD.
-Y1-POPE RD.
BUD HAWKINS RD.
VARIABLE SLOPE
VARIABLE SLOPE
VARIABLE SLOPE
VARIABLE SLOPE
VARIABLE SLOPE VARIABLE SLOPE
EXISTGRADE
EXISTGRADE
INTERSTATE
95
INTERSTATE
95
