legend c service roads design public meeting map …
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520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00580+00
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LL 4
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
BUILDINGS
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
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WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
2018
2040
CEMETERIES
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
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
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
LEGEND
AND GUTTER
BUILDINGS
AND GUTTER
AND GUTTER
PRESENT ADT
FUTURE ADT
PROPERTY LINES
CEMETERIES
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2018
2040
MA
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LL 6
EXIT 65
SR 1860 GORDON WILLIAMS RD.
I-95 NBL
I-95 SBL
I-95 SBL
I-95 NBL
GO
DWIN
FA
LC
ON
RD.
GO
DWIN
FA
LC
ON
RD.
-Y9RPB-
-Y9RPC--Y9
RPD-
-Y9RPA-
NOTE:FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYPROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREGRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.
ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITYSHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT
UTILITY INFORMATION:
76" X 35.49"PAPER SIZE:1" = 200'SCALE:
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB W
LB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
-SR5- POT STA. 10+00.00
BEGIN CONSTRUCTION
END CONSTRUCTION
-Y9- POT STA. 36+00.00
BEGIN CONSTRUCTION
-Y9- POT STA. 11+50.00
SHIP
MA
N, M
AR
Y E
BELL, MARIE W
HERRING, LAURA
BELL, MARIE W
SCOTT III, JOSEPH C & WIFETART & TART INC
WIFE DIXIE BURGETTE
BURGETTE, LARRY &
MCINTYRE JR, DONALD M
MCINTYRE JR, DONALD M
MCINTYRE JR, DONALD M
ALTMAN, DORIS ELLEN LIFE
BRAXTON, CLARA GAYLE M
BRAXTON, CLARA G
AYLE M
GREENWOOD, MARGARET W
MILLS FAMILY PROPERTIES LLC
UPTON, JOHNNIE MCLEAN
TURPIN RENTALS LLC
LIFE ESTATE
WILLIAM OBRIA JOHNSON
& AMANDA L CARROLL
SMITH, TONYA A
ALLEN, BEULAH M
TURPIN JR, CLIFTON L
CLIFTON L
TURPIN JR,
McMILLAN, GWENDOLYN McMILLAN, GWENDOLYN
McMILLAN, GWENDOLYN
MYLES, HARRY
MYLES, HARRY
MYLES, HARRY
MCMILLAN, G
WENDOLYN
& WIFE BOBBIE
SUE L
SMITH, LARRY
ODELL
INCENTERPRISESEUROCAN
AAAA INC
JAMES M MCINTYR
EXXON CORP C/OALTMAN, DORIS ELLEN LIFE
& WIFE JUANITA W
DAWKINS, CHARLES FRANKLIN
& WIFE JUANITA W
DAWKINS, CHARLES FRANKLIN
ALLEN, BEULAH M
MCINTYRE JR, DONALD M
MCINTYRE JR, DONALD M
MCINTYRE JR, DONALD M
MCINTYRE JR, DONALD M
MCEACHIN
GLORIA
RAMSEY,
RENTALS LLC
TURPIN40' A
CC
ESS
EA
SE
ME
NT
UTILI
TY EASE
MENT
DUKE ENERGY
134
132
133
135
220'
EX. R
W
220'
EX. R
W18
0'
RWEX.
60'
RWEX. 60'
NAD 83 N
A 20
11
(ENGLISH)
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 0.08= 70 mph= Interstate
200'
100'
200' 400'
POINTGRADE
0.08
L
ORIGINAL GROUND4:1
0.08
ORIGINAL GROUND
0.02 0.02
GRADE TO THIS LINE
11' 11'
3:1 MAX SLO
PE
3:1 MAX SLO
PE
3'3'
C SERVICE ROADS
TYPICAL SECTION SERVICE ROADS
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6:1 6:1
18' 6'
4'
FDPS
10'4'
L
(3:1 M
AX)
VAR. SLO
PE
POINT
GRADE
0.08
ORIGINAL GROUND
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
30' 12' 12'
17' W/GR
14'
3:1 M
AX
19' W/GR
6:14:1
4'
FDPS
0.020.04 0.02 0.02
C
TYPICAL SECTION RAMPS/LOOPS
RAMPS/LOOPS
VARIABLE SLOPE
VARIABLE SLOPE
I-95-L-
I-95-L-
2018ADT
2040
TRAFFIC DIAGRAM
WLB WLB
132
JMJ REALTY INVESTMENTS LLC
MARGARET LOUETTA
GREENWOOD,
WIFE CAROL HOLDER
GOFF JR, BARNEY B &
MCDUFFIE & CLEVELAND
MYLES, DOROTHY
133
134
135
0.02
CL
0.02POINT
GRADE
"21
1'-7 "21
1'-7
-Y9- (SR 1815)
TYPICAL SECTION -Y9- BRIDGE
8'8'
16' 12'12'4' 4'
48'
51'-3"
FDPS
0.08
4:1
VAR. SLOPES
ORIGINAL GROUND
ORIGINAL GROUND
FDPS
0.08
4'
3:1 M
AX.
CL
GRADE TO THIS LINE
GRADE
POINT
12' 12' 8'
11' W/GR
8'
4'
12'
ORIGINAL GROUND
4:1
3:1 MAX SLO
PE
0.020.020.02
-Y- LINES
TYPICAL SECTION -Y- LINES
0.02
11' W/GR
VARIES 0'-16'6' W/GR
8'
1300
55800
1300
56100 300
500400
600
3100
2400
73200 731001300 1000
700 900
0.025
12' 12'12'
POINT
GRADE
12'
0.025 0.025 0.025 0.04
13'
0.025
12'12' 12'
POINT
12'
0.0250.0250.0250.04
13'
POINT
CROWN CROWN
14'
17' W/GR
FDPS
0.04
18'10' 6'
6:1
FO
R C
UTS
HIN
GE P
OIN
T
14'
17' W/GR
0.040.04 0.04
FDPS
GRADE TO THIS LINE GRADE TO THIS LINE
POINT
GRADE
(3:1 M
AX)
VAR. SLO
PE
6:14:1
30'
3:1 M
AX
6:1
FO
R FIL
LS
HIN
GE P
OIN
T
ORIGINAL GROUND
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND 12' 12'
TYPICAL SECTION I-95
NBLSBL
-L- (I-95)LC
-Y9-NC 82
GODWIN FALCON RD.
-Y9-NC 82
GODWIN FALCON RD.
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
TIES
CU
MB
ER
LA
ND, H
AR
NE
TT, A
ND
S.T.I.P. N
O. I-5986
DESIGN PUBLIC MEETING MAP
JOHNSTON COUNTIESCUMBERLAND, HARNETT, AND
S.T.I.P. NO. I-5986
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
TIES
CU
MB
ER
LA
ND, H
AR
NE
TT, A
ND
S.T.I.P. N
O. I-5986
RO
LL 5 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
ROLL 5 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
RO
LL 5 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
INTERSTATE
95
INTERSTATE
95
INTERSTATE
95
82
82
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