design public meeting map harnett county...ben g. best guy r. beretich unknown carolina power &...
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DUNN CITY LIMITS
20+0025+00
30+0035+00
40+00
25+0030+00
35+00
40+00
10+00
15+00
20+00
25+00
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45+0
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STIM
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US
ER
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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
MA
TC
H
LIN
E TO
SH
EET 1
2020
2040
BUILDINGS
PROPOSED TRAFFIC SIGNAL
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CCCC
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TO NC 50
-L- POT STA. 253+25.57
DU
NN
CIT
Y
LIM
ITS
DUNN HOSPITALITY VENTURES
CEMETERY
MCRT3 DUNN LLC
MCRT3 DUNN LLC
CIRCLE ENTERPRISES
CIRCLE ENTERPRISES
SUSAN S. STEWART
ANNIE MAE TART
HARRY C. JACKSON
JAMES D. MCNEIL
MARK J. WILKINS
BEN G. BEST
GUY R. BERETICH
UNKNOWN
CAROLINA POWER & LIGHT
CAROLINA POWER & LIGHT
EARL W. JONESLINDA G. BLACKMAN
CAROLINA EASTERN
CASPER ROAD, LLC
CASPER ROAD, LLC
CASPER ROAD, LLC
JESSIE CASPER, LLC
BILLY TART
DEMAI PROPERTIES II, LLC
CASPER ROAD, LLC
ROBERT F. BLEECKER, LLC
BOBBIE D. BUTLERDEAN C. PARKER
ENEARE W. COLLIONS
FRANKLIN S. BAREFOOT
ROBERT F. BLEECKER, LLC
JACKIE N. BYRD
ARCHIE G. JERNIGAN
BOBBY S. WILLIAMS
DUNN BOARD OF ALCOHOLIC
2ND BAPTIST CHURCH OF DUNN
CIRCLE ENTERPRISES
GRANVILLE TILGHMAN
CIRCLE ENTERPRISES
JONATHON S. JOHNSON
BILLY L. WEBB
MACK D. POPE
WAYNE OIL OMPANY, INC
TROY D. BEASLEY
JOHN M. ROBERSON
EARL W. JONES
EARL W. JONES
EARL W. JONES
KINGSALEASE M.
CHURCHEVENING STAR
BERETICHGUY R.CARPENTER
JIM T.
STONEY RUN PROPERTIES, LLC.
STRICKLANDJANICE M.
HOSPITALITY, LLCPREMIER
TILGHMANGRANVILLE
GRANVILLE TILGHMAN
GRANVILLE TILGHMAN
GRANVILLE TILGHMAN
STEWART, JR.HUGHIE M.
BROWNMAE H.
ELWYN B. DUDLEY
NEELAY, LLC
FIDELITY BANK
AVA BELL
CHANCE, SR.MARVIN J.
CHANCE, SR.MARVIN J.
DYLAN HOTEL, LLC
CYNTHIA L. HARDISONMICHAEL A. WOOD
STONEY RUN PROPERTIES, LLC.
SUSAN E. TART, INC
SUSAN E. TART, INC
FAMILY PROPERTIESHADDOCK
HOLDINGS, LLCJS INVESTMENT
BLACKMANLINDA G.
PROPERTIES, LLCSTONEY RUN
CHANCE, SR.MARVIN J.
HOTEL, LLCDYLAN
LLCPROPERTIES,
DAHIR
HEIRSMONDS,AGENES
JR. BREWINGTON,
CAESAR A.
JOHNSONBYRON N.
JERNIGANARCHIE G.
HOTEL, LLCDYLAN
ARTISCLEMMON D.
STEWARTSUSAN S.
EX. R
W
260'
PROPERTY
HISTORIC
END TIP PROJECT I-5878
-Y2- U
S 421
-SE
RV5- ST
ON
EY
RU
N
DRIV
E
-SERV6- J&J LANE
DUNN CI
TY LI
MITS
DU
NN
CIT
Y LIM
ITS
DU
NN
CIT
Y
LIM
ITS
PROPERTY
HISTORIC
A
B
C
D
PROPERTY
HISTORIC
POTENTIAL
END CONSTRUCTION
-Y2- POT STA. 49+30.00
BEGIN CONSTRUCTION
-Y2- POT STA. 15+00.00
BEGIN CONSTRUCTION
-SERV5- POT STA. 11+20.00
END CONSTRUCTION
-SERV5- POT STA. 29+50.20
PR
OJE
CT 53078.1.1 (I-5878)
F. A. P
ROJE
CT
NH
P-0095(0
07)7
3
RO
LL 2 O
F 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 2 O
F 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 2 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 (SPRING BRANCH/POPE ROAD, EXIT 72)
(E CUMBERLAND STREET, EXIT 73) AND
IMPROVE I-95 INTERCHANGES 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
RAMPS
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6:1 6:1
18' 6'
4'
FDPS
10'4'
L
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"
C
TYPICAL SECTION RAMPS
ORIGINAL GROUND
ORIGINAL GROUND
GRADE
POINT
GRADE TO THIS LINE
ORIGINAL GROUND
ORIGINAL GROUND
2'
R2
6"
0.020
??'
10' 2' 10'
6"
0.020
0' - 16'VARIES
0.020 0.020 0.020 0.020
VARIES 24' TO 36' VARIES 12' TO 24'
VARIES 24' TO 36' VARIES 24' TO 36'
VAR. 0' - 4' VAR. 0' - 4'
MA
TC
HLIN
E
MA
TC
HLIN
E
-Y- LINESLC
TYPICAL SECTION -Y- LINES
-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
6:1 6:1
18' 6'
4'
FDPS
10'
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
14'*
12'**
14'*
12'**
TYPICAL SECTION SERVICE ROADS
LC SERVICE ROADS
**SHOULDER W/ GR 15'
*SHOULDER W/ GR 17'
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'
EXIST
0'-30'
VAR.
L
12'
FDPS
4'2'
EXIST
EXISTEXIST EXIST
NBL9'
L15'
C -Y- LINES-L- (I-95)C
TYPICAL SECTION I-95 NBL
57200
72900
58600
74600
I-95-L-
I-95-L-
3300
3900
4600
5500
1900
24002300
1800
2020ADT
2040
TRAFFIC DIAGRAM
-Y2-US 421
21000
24300
16800
-Y2-US 421
19600
NAD 83 N
A 20
11
VARIABLE SLOPE
VARIABLE SLOPE
VARIABLE SLOPE
VAR. 3:1 M
AX
VAR. 3:1 MAX
VAR. 3:1 MAX
VAR. 3:1 M
AX
VARIABLE SLOPE
VARIABLE SLOPE
VARIABLE SLOPE
EXISTGRADE
EXISTGRADE
INTERSTATE95
INTERSTATE
95
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