100 SCALE A C - NCDOT
1
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 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 M A T C H L I N E T O R O LL 7 M A T C H L I N E T O R O LL 9 C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A PNG,8" , Steel C C C C C C C F F F F F F F C C C C C C C C C C C C C C C C C C F F F F F F C C F C F C C F C C C C C C C F C F C C C C F F C C F F F C F F C F F F F F C C F F F F F C F F F F C C C F F C F C C C F F F F F F F F C C C C C C C F F C C C C C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C C C C F C C C C C C C C C C C C C C F F F F F F F F F F C C C C F F F F F F F F F F F F F C C C C C C C C 12 ' 12 ' 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 92 0 + 0 0 92 5 + 00 930 + 00 93 5 + 0 0 940 + 0 0 945 + 0 0 1 5 +00 20 +00 25 +00 30 +0 0 35 +00 40 +0 0 45 +00 10 + 00 15 + 00 2 0 + 00 10+00 15 + 00 20 + 00 10 + 00 15 + 00 20 + 00 10+00 15 + 00 20+00 10 +00 1 5 +00 20 +00 15 + 0 0 20 + 00 2 5 +00 30 + 00 35 + 00 40+00 45+00 50 + 00 55 + 00 60 + 0 0 65 + 00 70 + 0 0 10 + 00 15 + 0 0 20+00 25 + 00 30 + 00 35 + 00 40 + 0 0 4 5 + 00 50 + 00 10+00 15+00 20 +00 2 5 + 0 0 30 + 00 3 5 + 00 EXIT 71 NOTE: FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE GRADE-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 UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. - S R9 - EL M S T . E XT . - S R8 - - DR 5 - S R 1002 L ONG BRANC H RD . S R 1811 B UD H A WK I N S R D . S R 1811 B U D H A WK I N S R D . - Y 13 R P D - - Y 13 R P A - - Y 13 R P B - - Y 13 R P C - S R 1 0 02 L ONG BRA NC H RD . S R 1811B UD HA W KI NS R D. S R 1811 B UD HA W K I N S R D . 100' 200' 100' (ENGLISH) 50' WLB DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0' DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.08 = 70 mph = Interstate END TIP PROJECT I-5877 -L- POT STA. 130+58.21 POINT GRADE 0 . 0 8 12' L ORIGINAL GROUND 4 : 1 0 . 08 ORIGINAL GROUND 0 . 02 0 . 02 GRADE TO THIS LINE 11' 11' 3 : 1MAX S L OP E 3 : 1MAX S L OP E *10' *10' 7' W/GR 3' 3' **6' **6' ***8' C SERVICE ROADS TYPICAL SECTION SERVICE ROADS NAD 83 NA 2011 2018 ADT 2040 TRAFFIC DIAGRAM SEE X-SECTIONS VARIABLE SLOPE ORIGINAL GROUND ORIGINAL GROUND GRADE TO THIS LINE 6 : 1 6 : 1 18' 6' 4' FDPS 10' 4' L ( 3 : 1 M AX ) VA R . S L O P E POINT GRADE 0 . 08 ORIGINAL GROUND F O R F I LL S HI NGE P O I NT F O R F I LL S HI NGE P O I NT F O R CUT S HI NGE P O I NT 30' 12' 12' 17' W/GR 14' 3 : 1 M AX 19' W/GR 6 : 1 4 : 1 4' FDPS 0 . 02 0 . 04 0 . 02 0 . 0 2 TYPICAL SECTION RAMPS/LOOPS RAMPS C FDPS 0 . 08 4 : 1 VAR. SLOPES ORIGINAL GROUND ORIGINAL GROUND FDPS 0 . 08 4' 3 : 1 M AX . GRADE TO THIS LINE GRADE POINT 12' 12' 8' 11' W/GR 8' 4' 12' ORIGINAL GROUND 4 : 1 3 : 1MAX S L OP E 0 . 02 0 . 02 0 . 02 TYPICAL SECTION -Y- LINES L C -Y- LINES VARIABLE SLOPE 0 . 02 C L 0 . 02 POINT GRADE 12' 12' 16' 4' 4' 48' 51'-3" " 2 1 1'-7 " 2 1 1'-7 -Y13 LONG BRANCH RD. -Y13- LONG BRANCH RD. -Y13- (SR 1002) TYPICAL SECTION -Y13- BRIDGE WLB D E S I GN P U B L I C M EET I NG M A P D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND DESIGN PUBLIC MEETING MAP JOHNSTON COUNTIES CUMBERLAND, HARNETT, AND 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 . 025 0 . 025 0 . 025 0 . 04 13' POINT CROWN CROWN 14' 17' W/GR FDPS 0 . 04 18' 10' 6' 6 : 1 F O R CUT S HI NGE P O I NT 14' 17' W/GR 0 . 04 0 . 04 0 . 04 FDPS GRADE TO THIS LINE GRADE TO THIS LINE POINT GRADE TYPICAL SECTION I-95 NBL SBL ( 3 : 1 M AX ) VA R . S L O P E 6 : 1 4 : 1 30' 3 : 1 M AX 6 : 1 F O R F I LL S HI NGE P O I NT ORIGINAL GROUND ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND 12' 12' L C -L- (I-95) S.T.I.P. NO. I-5986 S . T . I . P . NO. I- 5986 S . T . I . P . NO. I- 5986 I-95 -L- I-95 -L- 2018 ADT 2040 TRAFFIC DIAGRAM -Y13 LONG BRANCH RD. -Y13- LONG BRANCH RD. ELM ST. -SR9- 4400 300 100 200 4500 6900 200 500 300 7000 4500 2100 56900 1800 4800 1600 55900 1100 7300 77400 4100 2900 6300 1800 73800 1600 2018 ADT 2040 TRAFFIC DIAGRAM -Y13 LONG BRANCH RD. -Y13- LONG BRANCH RD. 7300 900 600 300 7000 4500 200 700 200 4500 COPART RD. -DR5- ROLL 8 OF 16 (EXIT 56) TO I-40 (EXIT 81) I-95 FROM I-95 BUSINESS/ US 301 ROLL 8 OF 16 ( E XI T 5 6 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 30 1 J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND ROLL 8 OF 16 ( E XI T 5 6 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 W L B W L B W L B W L B W L B WL B WL B WL B WL B W L B W L B W L B W L B WL B W L B W L B W L B WL B W L B WL B W L B W L B BILLIE STRIPLING, LARRY E. STRIPLING AND AND J ANE F R A NCE S W A RR E N A L T ON L UT HE R W A RR E N, J R . R A M O NA O ' QUI NN W A RR E N JESSE CLIFTON ALPHIN, JR. ERNEST JARVIS ALPHIN WEEKS FARMS, INC. CONNECTICUT, INC. COPART OF BILLIE STRIPLING LARRY E. STRIPLING AND BILLIE STRIPLING LARRY E. STRIPLING AND CONNECTICUT, INC. COPART OF PROPERTIES, LLC CEA FAMILY PROPERTIES, LLC CEA FAMILY MARY LEE B. TART AND WIFE, C.L. TART, JR. SUSIE ELMORE AND WIFE, HENRY W. ELMORE LOYAL FREEMAN COLOSKY, III GLEN COLOSKY AND ERNEST JARVIS ALPHIN JESSE CLIFTON ALPHIN, JR. AND JESSE CLIFTON ALPHIN, JR. ERNEST JARVIS ALPHIN ALPHIN, JR. JESSE CLIFTON ROXY DRIVE, LLC, STKI LEASING, LLC FREE WILL BAPTIST CHURCH, INC. TRUSTEES OF THE PENTECOSTAL AND JESSE C. ALPHIN, R.O. BYRD, J.E. BAREFOOT BAPTIST CHURCH PENTECOSTAL FREE WILL TRUSTEES OF LONG BRANCH A NORTH CAROLINA CORPORATION BAPTIST CHRUCH, INC., PENTECOSTAL FREE WILL A. GRAHAM JERNIGAN ROY J. QUEIPO AND HUSBAND, PATTI H. QUEIPO JENNY S. MURPHY PAMELA T. KRIZAY JENNY S. MURPHY JOHNNY WILLIAM JERNIGAN EL MOR E ' S OF DUNN , I N C . EL M O R E ' S O F DUNN, I NC. ELMORE'S OF DUNN, INC. FRED C. HAWLEY, AND HUSBAND, NANCY WARREN HAWLEY OTIS S. JACKSON BARBARA WARREN BASS FRED C. HAWLEY AND HUSBAND, NANCY WARREN HAWLEY BARBARA WARREN BASS BARBARA WARREN BASS OTIS S. JACKSON CONNECTICUT, INC. COPART OF OTIS S. JACKSON HALEY ANN WHITE AND WIFE, JOSEPH KENDALL ROBISON HALEY ANN WHITE AND WIFE, JOSEPH KENDALL ROBISON UNKNOWN UNKNOWN JACKSON BOBBY GLENN UNKNOWN WILLIAM STRICKLAND UNKNOWN UNKNOWN UNKNOWN COMANY, LLC LONG BRANCH HOLDING DAVID CLARK HOBSON WILLIAM PATRICK HOBSON AND WILLIAM MCDUFFY HOBSON AND HUSBAND, ALESE TART HOBSON BOBBY S. MCNEILL JASON JONES A LE A S E T . HO B S ON HO B S ON AND W I F E , W I LL I A M M CDUFF Y BEGIN CONSTRUCTION -SR8- POC STA. 10+00 END CONSTRUCTION -SR8- POT STA. 24+10.28 END CONSTRUCTION BEGIN CONSTRUCTION B A C D E X. RW 260 ' E X. RW 260 ' CEMETERY ROAD EASEMENT ROAD EASEMENT UTILITY EASEMENT UTILITY EASEMENT EASEMENT SIGN EASEMENT ACCESS -Y13- POC STA. 15+71.00 -Y13- POC STA. 41+15.00 BEGIN CONSTRUCTION BEGIN CONSTRUCTION -DR5- POT STA. 10+12.00 -SR9- POT STA. 10+12.00 -DR5- POT STA. 37+73.60 END CONSTRUCTION BEGIN CONSTRUCTION -Y24- POT STA. 10+00.00 JERNIGAN WILLIAM JOHNNY R OY S . T A R T , S R . M I LL A R D J . GA I N E Y J U L I AN A . P A RR I S H P R E C I S I ON S I D I NG AND W I NDO W S , I N C . HO W A R D L . T A R T R OY S . T A R T , S R . M I LL A R D J A C K S ON INTERSTATE 95 I N TE R S T A TE 95 C H O R D
Transcript of 100 SCALE A C - NCDOT
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
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
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865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00925+00
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EXIT 71
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.
-S
R9- EL
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SR 1811 BUD
HAWKINS R
D. SR 1811 BUD HAWKINS RD.
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SR 10
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SR 1811 B
UD
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S R
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SR 1811 BUD HAWKINS RD.
100' 200'100'
(ENGLISH)
50'
WLB
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.08= 70 mph= Interstate
END TIP PROJECT I-5877
-L- POT STA. 130+58.21
POINTGRADE
0.08
12'
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
*10'*10' 7' W/GR
3'3'
**6' **6'
***8'
C SERVICE ROADS
TYPICAL SECTION SERVICE ROADS
NAD 83 N
A 20
112018
ADT2040
TRAFFIC DIAGRAM
SEE X-SECTIONSVARIABLE SLOPE
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
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HIN
GE P
OIN
T
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HIN
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HIN
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30' 12' 12'
17' W/GR
14'
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AX
19' W/GR
6:14:1
4'
FDPS
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TYPICAL SECTION RAMPS/LOOPS
RAMPSC
FDPS
0.08
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ORIGINAL GROUND
FDPS
0.08
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GRADE
POINT
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4:1
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PE
0.020.020.02
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LC -Y- LINES
VARIABLE SLOPE
0.02
CL
0.02POINT
GRADE
12' 12'16'4' 4'
48'
51'-3"
"21
1'-7 "21
1'-7
-Y13LONG BRANCH RD.
-Y13-LONG BRANCH RD.
-Y13- (SR 1002)
TYPICAL SECTION -Y13- BRIDGE
WLB
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DESIGN PUBLIC MEETING MAP
JOHNSTON COUNTIESCUMBERLAND, HARNETT, AND
PAPER SIZE: 100" X 35.49"
100 SCALE
0.025
12' 12'12'
POINT
GRADE
12'
0.025 0.025 0.025 0.04
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POINT
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6:1
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POINT
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TYPICAL SECTION I-95
NBLSBL
(3:1 M
AX)
VAR. SLO
PE
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30'
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LS
HIN
GE P
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ORIGINAL GROUND
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VARIABLE SLOPE
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND 12' 12'
LC -L- (I-95)
S.T.I.P. NO. I-5986
S.T.I.P. N
O. I-5986
S.T.I.P. N
O. I-5986
I-95-L-
I-95-L-
2018ADT
2040
TRAFFIC DIAGRAM
-Y13LONG BRANCH RD.
-Y13-LONG BRANCH RD.
ELM ST.-SR9-
4400
300100
200
4500
6900
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7000
4500
2100 56900
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1600
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774004100
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1800
73800 1600
2018ADT
2040
TRAFFIC DIAGRAM
-Y13LONG BRANCH RD.
-Y13-LONG BRANCH RD.
7300
900 600
300
7000
4500
200700
200
4500
COPART RD.-DR5-
ROLL 8 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
RO
LL 8 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
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F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
BILLIE STRIPLING,
LARRY E. STRIPLING AND
AN
D JA
NE FRA
NC
ES
WA
RREN
ALTO
N
LU
TH
ER
WA
RREN, JR.
RA
MO
NA
O'Q
UIN
N
WA
RREN
JESSE CLIFTON ALPHIN, JR.
ERNEST JARVIS ALPHIN
WEEKS FARMS, INC.
CONNECTICUT, INC.
COPART OF
BILLIE STRIPLING
LARRY E. STRIPLING AND
BILLIE STRIPLING
LARRY E. STRIPLING AND
CONNECTICUT, INC.
COPART OF
PROPERTIES, LLC
CEA FAMILY
PROPERTIES, LLC
CEA FAMILY
MARY LEE B. TART
AND WIFE,
C.L. TART, JR.
SUSIE ELMORE
AND WIFE,
HENRY W. ELMORE
LOYAL FREEMAN COLOSKY, III
GLEN COLOSKY AND
ERNEST JARVIS ALPHIN
JESSE CLIFTON ALPHIN, JR. AND
JESSE CLIFTON ALPHIN, JR.
ERNEST JARVIS ALPHIN
ALPHIN, JR.
JESSE CLIFTON
ROXY DRIVE, LLC,
STKI LEASING, LLC
FREE WILL BAPTIST CHURCH, INC.
TRUSTEES OF THE PENTECOSTAL
AND JESSE C. ALPHIN,
R.O. BYRD, J.E. BAREFOOT
BAPTIST CHURCH
PENTECOSTAL FREE WILL
TRUSTEES OF LONG BRANCH
A NORTH CAROLINA CORPORATION
BAPTIST CHRUCH, INC.,
PENTECOSTAL FREE WILL
A. GRAHAM JERNIGAN ROY J. QUEIPO
AND HUSBAND,
PATTI H. QUEIPO
JENNY S. MURPHY
PAMELA T. KRIZAY
JENNY S. MURPHY
JOHNNY WILLIAM JERNIGAN
ELMO
RE'S OF DUNN, INC.
ELM
ORE'S O
F D
UN
N, IN
C.
ELMORE'S OF DUNN, INC.
FRED C. HAWLEY,
AND HUSBAND,
NANCY WARREN HAWLEY
OTIS S. JACKSON
BARBARA WARREN BASS
FRED C. HAWLEY
AND HUSBAND,
NANCY WARREN HAWLEY
BARBARA WARREN BASS
BARBARA WARREN BASS
OTIS S. JACKSON
CONNECTICUT, INC.
COPART OF
OTIS S. JACKSON
HALEY ANN WHITE
AND WIFE,
JOSEPH KENDALL ROBISON
HALEY ANN WHITE
AND WIFE,
JOSEPH KENDALL ROBISON
UNKNOWN
UNKNOWN
JACKSON
BOBBY GLENN
UNKNOWN
WILLIAM STRICKLAND
UNKNOWN
UNKNOWN
UNKNOWN
COMANY, LLC
LONG BRANCH HOLDING
DAVID CLARK HOBSON
WILLIAM PATRICK HOBSON AND
WILLIAM MCDUFFY HOBSON
AND HUSBAND,
ALESE TART HOBSON
BOBBY S. MCNEILL
JASON JONES
ALE
ASE
T. H
OBSO
N
HO
BSO
N
AN
D
WIF
E,
WILLI
AM
MC
DUFF
Y
BEGIN CONSTRUCTION
-SR8- POC STA. 10+00
END CONSTRUCTION
-SR8- POT STA. 24+10.28
END CONSTRUCTION
BEGIN CONSTRUCTION
BA
CD
EX. R
W
260'
EX. R
W
260'
CEMETERY
ROAD EASEMENT
ROAD EASEMENT
UTILITY EASEMENT
UTILITY EASEMENT
EASEMENT
SIGN
EASEMENT
ACCESS
-Y13- POC STA. 15+71.00
-Y13- POC STA. 41+15.00
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-DR5- POT STA. 10+12.00
-SR9- POT STA. 10+12.00
-DR5- POT STA. 37+73.60
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y24- POT STA. 10+00.00
JERNIGAN
WILLIAM
JOHNNY
ROY S. TART, SR.
MILLARD J. GAINEY
JULIAN A. PARRISH
PRECISION SIDING AND WINDOWS, INC.
HOWARD L. TART
ROY S. TART, SR.MILLARD JACKSON
INTERSTATE
95INTERSTATE
95
CHORD
