legend design public meeting map s.t.i.p. no. i-59865986 design public meeting map johnston counties...
TRANSCRIPT
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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
MA
TC
H
LIN
E TO
RO
LL 12
CEMETERIES
2018
2040
BUILDINGS
MA
TC
H
LIN
E TO
RO
LL 10
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
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
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CA
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AB
C D
15+00
20+00
25+00
30+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
10+00
15+00
20+00
10+00
10+00
15+00
20+00
10+00
15+0
0
1070+00
30+00
35+00
30+00
35+00
1080+00
1075+00
1090+00
1085+00
40+00
1095+00
1100+00
1105+00
1110+001115+00 1120+00
1125+00
45+00
50+00
55+00
15+00
20+00
25+00
40+00
45+00
50+00
55+00
60+00
65+00
70+00
75+00
20+00
15+00
10+00
10+00
10+00
15+00
20+0
0
25+0
0
30+0
0
EXIT 75
F
F
F
F
C
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FC
C
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C
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CF
F
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FFCCCCC
C
C
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C
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C
CC
CC
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C
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C C
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C
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F C
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F
FC
C
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F
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FF
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F
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FC
FF
F
F
CCF
FC
F
C
CC
C
C
C
F C
CC
C
FF
F
C
F
CF
C
C
C
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F
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C
C
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C C
CC
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C
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C
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C
C
C
F CF
F
FF
F
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F
C
CF
F
C
C
C C C CC
CC
CC
F
FC C
F
F F
CF F
C
FC
C
FC C
C C
C
C
CC C CC
F
F
C
FF
F
FFF
F
FC
F
C F
FF
C
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F
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F C
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.
UTILITY INFORMATION:
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITYEASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
WLB100'
200'100'
(ENGLISH)
50'
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.08= 70 mph= Interstate
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
NAD
83 N
A 20
11
POINTGRADE
0.08
ORIGINAL GROUND
4:1
0.08
4:1
0.02 0.02
L
2'* 2'*
*SHOULDER W/ GR 7'
11' 11'
C
8' 8'
SERVICE ROADS6'** 6'****SHOULDER W/ GR 9'
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6"6"
TYPICAL SECTION SERVICE ROADS
TRAFFIC DIAGRAM
ADT2040
0.08
4:1
ORIGINAL GROUND
0.08
3:1 M
AX.GRADE TO THIS LINE
0.020 0.020 0.020
GRADE
POINT
12' 12' 8'
11' W/GR
8'
4'
FDPS
4'
FDPSORIGINAL GROUND
12'
4:1
ORIGINAL GROUND
TYPICAL SECTION -Y- LINES
-Y- LINESCL
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6:1 6:1
4'
18' 6'
FDPS
4'
FDPS
10'4'
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'
0.0200.020
12'
17' W/GR
14'
6"6"
3:1 M
AX
19' W/GR
6:14:1
(3:1 M
AX)
VAR.
0.020
LC RAMPS
TYPICAL SECTION RAMPS
I-95-L-
I-95-L-
1600
ADT2040
TRAFFIC DIAGRAM
VAR.
3:1 MAX
VAR.
3:1
MAX
VAR.
3:1
MAX
VAR.
3:1 MAX
VAR. SLOPES
VAR.
3:1 MAX
VARIABLE SLOPE
VARIABLE SLOPE
12' 12'
0.020 0.020
16'4' 4'
48'-0" CLEAR ROADWAY
-Y16- (SR 1808)
"21
1'-7
51'-3"
"21
1'-7
4'
5' -12'
VAR.
CL
GRADE
POINT
TYPICAL SECTION -Y16- BRIDGE
2018
-Y16-JONESBORO RD.
-Y16-JONESBORO RD.
5790058200
6900
3900
2200
4001100
1800
2020
-Y16-JONESBORO RD.
-Y16-JONESBORO RD.
4900
6900
-100
-100
-100-SR13-
JERRY CARR RD.
0.04
14"
10"
0' -7'
VAR.
POINTGRADE
0.08
ORIGINAL GROUND
4:1
0.080.02 0.02
L*SHOULDER W/ GR 7' C
8' 8'
ORIGINAL GROUND
GRADE TO THIS LINE
VAR.
3:1 MAX
VAR.
3:1 MAX
3'* 3'*10' 10'
7"
**-DR5-
12'** 12'**
WLB
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
TYPICAL SECTION I-95
NBLSBL
(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'
LC -L- (I-95)
83400 835002000 3200
500
9100
6000
6700
9100
-100-100
-100
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
ADT2040
TRAFFIC DIAGRAM2018
-Y16-JONESBORO RD.
-Y16-JONESBORO RD.
3900
2300
100
100200
1800
2200 800
100
5300
3300
-SR15-LEE RD.
GEORGE PERRY
-SR14- GO WAYROOMS TO
7002000
9002400
200
DRIVES
TYPICAL SECTION DRIVES
RO
LL 11 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 11 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
RO
LL 11 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
BEGIN CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
OLA IVEY
C/O DELLA WEAVERJESSE WEAVER
MARION SADLER
J.S. BRYANT
J.S. BRYANT
LIVING TRUSTPATRICIA
AMAN
INC.INVESTMENTS,
RIVERBLACK
ENTERPRISESCORE
-SR13- POT STA. 59+58.54
-SR15- POT STA. 10+13.48
BEGIN CONSTRUCTION
R/W
MB 2003 P
G 375
CA
RO
LIN
A P
OW
ER
&
LIG
HT E
ASE
ME
NT 10
0'
PR
OG
RESS E
NE
RG
Y
OV
ER
HE
AD
PO
WE
R
LIN
E
EASE
ME
NT 30' R/W
MB 2005 P
G 10
55
END CONSTRUCTION
-DR2- POT STA. 12+91.61
-DR2- POT STA. 10+11.00
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-DR3- POT STA. 13+00.00END CONSTRUCTION
-DR3- POC STA. 19+74.80
-DR4- POT STA. 10+11.09
BEGIN CONSTRUCTION
END CONSTRUCTION
-DR4- POT STA. 15+50.00
-Y32- POT STA. 11+48.60
-Y16- POT STA. 11+50.00
-DR2-
-DR4-
-DR3-
-Y16RPD-
-Y16RPA-
-Y16RPB-
-Y16R
PC-
-SR14-
346'
EX. R
W
EX. R
W
260'
100'
EX. R
W
60'
RWEX.
60'
RWEX.
110'
EX. R
W
END CONSTRUCTION
-Y16- POT STA. 44+00.00
-Y32- POT STA. 10+43.60
BEGIN CONSTRUCTION
-Y32-
60'R
W
EX.
RD WEEKS ESTATE LLCJAMES MASSENGILL
CHERYL FERGUSON
ROGER & LUCILLE MAY
RT RENTALS LLC
RT RENTALS LLC
DORIS SEWELL
TEWDAWN
FOUR OAKS INVESTMENT LLC
FOUR OAKS INVESTMENT LLC
MICHAEL VAESHO JR.
J.S. BRYANT
HARVEY STRICKLAND
BONNIE LEE
DONALD HOBSON
MARION SADLER
SHIRLEY COLLIER
LEE MOORE OIL COMPANY
COMPANYOIL
MOORELEE
CHARLES D. HUDSON
DALERIE C. HUDSON
MICHAEL EASON
RALPH MARSHALL
OLA BRYANT IVEY
CORE ENTERPRISES
OLA BRYANT IVEY
ENTERPRISESCORE
OLA IVEY
AMELDA JOHNSON
AMELDA JOHNSON
CORE ENTERPRISES INC
PATRICIA AMAN NORRIS
MARION SADLER
BEVERLY & STANLEY WILLIAMS
WALLACE CORE
WALLACE CORE
CORE ENTERPRISES INC
CORE ENTERPRISES INC
C.H. WEBB
CLAWSON WEBB
DISTRIBUTION COMPANY, LLCROOMS TO GO
HAZEL B. MCLAMB
MICHAEL VAESHO JR.
SR 18
08 JO
NES
BO
RO
RO
AD
SR 1808 JO
NESB
OR
O
RO
AD
SR 1836 JERRY CARR ROAD
SR 1841 G
EORGE PERRY
LEE
ROAD
SR 1841 SADDLEBRED RD.
SR 18
03 LE
E
RD.
SR 1805
WEEKS RD.
PAPER SIZE: 84" X 35.49"SCALE: 100
INTERSTATE
95
INTERSTATE
95
CHORD