Post on 22-Jan-2021
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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
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
C
A
C
A
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
C
A
C
A
2018
2040
I-95 SBL
I-95 NBL
I-95 SBL
I-95 NBL
SR 18
56 E
LV
A
WA
LL
AC
E
RD.
SR 1813 P
ERC
Y STRIC
KLA
ND
RD.
SR
1814 J.T.
MA
TT
HE
WS
RD.
SR 1860 GORDON WILLIAMS RD.
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
WLB
WLB
WLB
WLB
WLB
WLB
WLBWLB
WLBWLB
WLB
WLBWLB
WLB WLBWLB
WLB
WLB
END CONSTRUCTION
-Y20- POT STA. 33+46.00
END CONSTRUCTION
-Y8- POT STA. 36+00.00
BEGIN CONSTRUCTION
-Y8- POT STA. 11+50.00
& WIFE HENREITTA C
BETHEA SR, ROBERT E & WIFE YVONNE L CAIN
CAIN, BILLY V
MOORE, ELENE
MOORE, ELENE
MOORE, ELENE
MOORE, RONALD C & WIFE BETTY H
MOORE, RONALD C & WIFE BETTY H
MOORE, RONALD C & WIFE BETTY H
MOORE, RONALD C & WIFE BETTY H
MOORE, RONALD C & WIFE BETTY H
STARLING-WHITE, JESSIE
BELL, MARIE W BELL, MARIE WBELL, MARIE W
BELL, MARIE W
BELL, MARIE W
BELL, MARIE W
BEL
L, M
ARI
E W
BELL, MARIE W
& WIFE KYOUNG POWER
LAMM, KENNETH
& WIFE KYOUNG POWER
LAMM, KENNETH
MOORE, RONALD C & WIFE BETTY H
MOORE, RONALD C & WIFE BETTY H
GREENWOOD, MARGARET W
BELL, MARIE W
BELL, MARIE WHALL, LAURA W
BELL, MARIE W
SCOGGINS, BILLY ORDELL
BELL, MARIE W
WILLIAMS, R K
MERCADO, ENEIDA
& WIFE TAMMY P
WILLIAMS, ROBERT KEVIN
JOHN C & HOLY
MCCOLLUM, FEEDING HUNGRY
FOUNDATION FOR
& WIFE TAMMY P
WILLIAMS, ROBERT KEVIN
& WIFE HENREITTA C
BETHEA SR, ROBERT E
LLC
PROPERTIES
CORNETT
ESTATE LLC
SHIVA REAL
BELL, MARIE W
WILLIAMS, DOROTHY RSONS
DIVISION
CAROLINA
NORTHWILLIAMS, DOROTHY R
BELL, MARIE W
HERRING, LAURA
BELL, M
ARIE
WIL
LIA
MS
LA
MM,
KEN
NETH
&
WIF
E K
YO
UN
G
PO
WER
30' E
GR
ESS/I
NG
RESS E
ASE
ME
NT
30' EGRESS/INGRESS EASEMENT
DORIS JEAN
FISHER,
131
END CONSTRUCTION
-Y22- POT STA. 27+59.65
220'
EX. R
W
220'
EX. R
W
RW
EX.
60'
RW
EX.
60'
RW
EX.
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'
WLB WLB
131 MARIAN J COOPER LIFE ESTATE
CL
0.02POINT
GRADE
"21
1'-7 "21
1'-7
-Y8- (SR 1831)
TYPICAL SECTION -Y8- BRIDGE
11' 11' 4'4'
0.02
33'-3"
30'
POINTGRADE
0.08
L
ORIGINAL GROUND4:1
0.08
ORIGINAL GROUND
0.02 0.02
GRADE TO THIS LINE
3:1 MAX SLO
PE
3:1 MAX SLO
PE
7' W/GR
3'3'
C SERVICE ROADS
TYPICAL SECTION SERVICE ROADS
10' 10'
*11' *11'
*2'
8'
*2'
* -Y8- PERCY STRICKLAND ROAD
2018ADT
2040
TRAFFIC DIAGRAM
100
200
100
-100
100
200
-100
100
100
100
PERCY STRICKLAND RD.-Y8-
PERCY STRICKLAND RD.-Y8-
GORDON WILLIAMS RD.-Y22-
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
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 4 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 4 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
RO
LL 4 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
95INTERSTATE
95