Grading, Drainage & Paving - US 501 at NC 130 - Robeson Addendum 1

SHEET TOTAL STATE STATE PROJECT REFERENCE NO.
NO. SHEETS
N.C. 1
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
50978.1.3
50978.2.3
50978.2.4
50978.3.3
robeson county
US 501 AT NC 130 (FUTURA LANE)
REALIGN INTERSECTION, REMOVE SLIP
LANES, AND ADD RIGHT TURN LANE.
GRADING AND PAVING
Prepared in the Office of:
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
DIVISION OF HIGHWAYS
ADT 2023 = 3100
50 25 0 50 100
ADT 2045 = 4500
2024 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE: PROJECT ENGINEER
V =
PROFILE (HORIZONTAL)
LETTING DATE:
NCDOT CONTACT
01/16/24
STATE OF NORTH CAROLINA
HS-2406B
DIVISION OF HIGHWAYS
LOCATION:
TYPE OF WORK:
431 Transportation Dr., Fayetteville, NC, 28306
PLANS
PROFILE (VERTICAL)
B6042-SH:TCEJORP
PIT
:TCARTNOC
See Sheet 1A For Index of Sheets STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
NO. SHEETS
N.C. 1
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
50978.1.3 P.E.
50978.2.3 5097802 ROW
50978.2.4
50978.3.3
robeson county
US 501 AT NC 130 (FUTURA LANE)
REALIGN INTERSECTION, REMOVE SLIP
LANES, AND ADD RIGHT TURN LANE.
GRADING AND PAVING
VICINITY MAP (NTS)
Prepared in the Office of:
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
DIVISION OF HIGHWAYS
ADT 2023 = 3100
50 25 0 50 100
ADT 2045 = 4500
2024 STANDARD SPECIFICATIONS
50 25 0 50 100 RIGHT OF WAY DATE: PROJECT ENGINEER
V 6 0 MPH
May 15, 2025
PROFILE (HORIZONTAL) Julio B Williams
PROJECT DESIGN ENGINEER
LETTING DATE:
10 5 0 10 20
June 17, 2026
NCDOT CONTACT
DOT/jbwilliams7 -5/27/2026
01/16/24
STATE OF NORTH CAROLINA
HS-2406B
DIVISION OF HIGHWAYS
LOCATION:
TYPE OF WORK:
431 Transportation Dr., Fayetteville, NC, 28306
PLANS
PROFILE (VERTICAL)
B6042-SH:TCEJORP
PIT
:TCARTNOC
See Sheet 1A For Index of Sheets
130
501
5097802 UTL.
5097802 CON.
Project
Midway Rd
Site
M
Tee Dee Rd McCallum
Rd
m
ull o
C c
R
d
. . d
R
y
a
w
id
M N
A
D
130
8
3
d
ille
R /
N
v
d A
n
s
e
n 2
o w 501 0
T
1
1
VICINITY MAP (NTS)
END CONSTRUCTION
END STATE PROJECT
-EY1- 26+72.00
-LREV4- STA 14+30.00
NC HWY 130 -L-
US 501 / NC 130 -L-
TTTOOO MMMAAAXXXTTTOOONNN TTOO RROOWWLLAANNDD
BEGIN STATE PROJECT
-L REV4- 10+12.00 =
- GG
1
RR
Y
UU
E
- BB -EY1- 18+00.00
NN
1 II
0 RR
5
UU
S AA
U LL
OO
TT BEGIN CONSTRUCTION
-EY1- 15+80.00
LENGTH OF ROADWAY PROJECT 0.079 MILES
John B. Gauthier
50 25 0 50 100
TOTAL LENGTH OF TIP PROJECT 0.079 MILES
PROJECT DESIGN ENGINEER
10 5 0 10 20
DOT/jbwilliams7 -5/27/2026

11/15/23
001A
EFF. 08-11-2025
GENERAL NOTES: 2024 SPECIFICATIONS REV. 11-26-2025
EFFECTIVE: 01-16-2024
2024 ROADWAY ENGLISH STANDARD DRAWINGS
REVISED:
The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -
GRADING AND SURFACING OR RESURFACING AND WIDENING:
N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project
INDEX OF SHEETS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED and by reference hereby are considered a part of these plans:
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
SHEET NUMBER SHEET ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
STD.NO. TITLE
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
1 TITLE SHEET PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A DIVISION 2 - EARTHWORK
PROPER TIE-IN. 200.02 Method of Clearing - Method II
1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS 225.02 Guide for Grading Subgrade - Secondary and Local
CLEARING:
225.04 Method of Obtaining Superelevation - Two Lane Pavement
1B CONVENTIONAL SYMBOLS
225.06 Method of Grading Sight Distance at Intersections
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II. DIVISION 3 - PIPE CULVERTS
2A-1 THRU 2A- 2 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
300.01 Method of Pipe Installation (Use Details in Lieu of Standards for Sheets 1 and 2 of 2)
SUPERELEVATION:
4 THRU 5 PLAN AND PROFILE SHEETS 310.10 Driveway Pipe Construction
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
RW01 THRU RW 04 RIGHT OF WAY PLANS
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. 560.02 Method of Shoulder Construction - High Side of Superelevated Curve - Method II
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL DIVISION 8 - INCIDENTALS
PMP-1 THRU PMP- 2 PAVEMENT MARKING PLANS
SECTIONS.
840.72 Pipe Collar
SIGN-1 THRU SIGN- 5 SIGNING PLANS SHOULDER CONSTRUCTION:
X-1 THRU X- 11 CROSS-SECTIONS ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
DRIVEWAYS:
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02
USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES
WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON THE PLANS.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.

05/29/25
Note: Not to Scale STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: RAILROADS: WATER:
Water Manhole
State Line Standard Gauge Hedge
CSX TRANSPORTATION
Water Meter
County Line RR Signal Milepost Woods Line
MILEPOST 35
Water Valve
Township Line Switch Orchard
SWITCH
Water Hydrant
City Line RR Abandoned Vineyard Vineyard
U/G Water Line Test Hole (SUE - LOS A)*
Reservation Line RR Dismantled EXISTING STRUCTURES:
U/G Water Line (SUE - LOS B)* W
Property Line RIGHT OF WAY & PROJECT CONTROL:
MAJOR:
U/G Water Line (SUE - LOS C)* W
Existing Iron Pin (EIP) Primary Horiz Control Point
Bridge, Tunnel or Box Culvert CONC
U/G Water Line (SUE - LOS D)* W
Computed Property Corner Primary Horiz and Vert Control Point
Bridge Wing Wall, Head Wall and End Wall CONC WW
A/G Water
Above Ground Water Line
Existing Concrete Monument (ECM) Secondary Horiz and Vert Control Point MINOR:
Head and End Wall TV:
Vertical Benchmark CONC HW
Parcel / Sequence Number 123
TV Pedestal
Existing Right of Way Monument Pipe Culvert
Existing Fence Line
TV Tower
Proposed Right of Way Monument Footbridge v v
Proposed Woven Wire Fence
(Rebar and Cap)
U/G TV Cable Hand Hole
Drainage Box: Catch Basin, DI or JB CB
Proposed Chain Link Fence
Proposed Right of Way Monument
U/G TV Test Hole (SUE - LOS A)*
Paved Ditch Gutter
(Concrete)
Proposed Barbed Wire Fence
Existing Permanent Easement Monument Storm Sewer Manhole U/G TV Cable (SUE - LOS B)* TV
Existing Wetland Boundary WLB
Proposed Permanent Easement Monument U/G TV Cable (SUE - LOS C)* TV
Storm Sewer S
Proposed Wetland Boundary WLB (Rebar and Cap)
U/G TV Cable (SUE - LOS D)* TV
Existing Endangered Animal Boundary EAB Existing C/A Monument UTILITIES: * SUE - Subsurface Utility Engineering
U/G Fiber Optic Cable (SUE - LOS B)* TV FO
LOS - Level of Service - A,B,C or D (Accuracy)
Existing Endangered Plant Boundary EPB Proposed C/A Monument (Rebar and Cap)
POWER:
U/G Fiber Optic Cable (SUE - LOS C)* TV FO
Existing Historic Property Boundary HPB Proposed C/A Monument (Concrete)
Existing Power Pole
U/G Fiber Optic Cable (SUE - LOS D)* TV FO
Existing Right of Way Line
Known Contamination Area: Soil
Proposed Power Pole
R GAS:
Proposed Right of Way Line
Potential Contamination Area: Soil W
Existing Joint Use Pole
Gas Valve
Existing Control of Access Line
Known Contamination Area: Water
Proposed Joint Use Pole
Gas Meter
Proposed Control of Access Line C
Potential Contamination Area: Water A
Power Manhole
U/G Gas Line Test Hole (SUE - LOS A)*
Proposed ROW and CA Line RW
Contaminated Site: Known or Potential CA
Power Line Tower U/G Gas Line (SUE - LOS B)* G
Existing Easement Line
E
BUILDINGS AND OTHER CULTURE:
Power Transformer U/G Gas Line (SUE - LOS C)* G
Proposed Temporary Construction Easement
E
Gas Pump Vent or U/G Tank Cap
U/G Power Cable Hand Hole U/G Gas Line (SUE - LOS D)* G
Permanent Construction Easement
PE
Sign H-Frame Pole Above Ground Gas Line A/G Gas
Proposed Temporary Drainage Easement
TDE
Well U/G Power Line Test Hole (SUE - LOS A)*
SANITARY SEWER:
Proposed Permanent Drainage Easement
PDE
Small Mine U/G Power Line (SUE - LOS B)* P
Sanitary Sewer Manhole
Proposed Permanent Drainage/Utility Easement
DUE
Foundation U/G Power Line (SUE - LOS C)* P Sanitary Sewer Cleanout
Proposed Permanent Utility Easement
PUE
Area Outline U/G Power Line (SUE - LOS D)* P U/G Sanitary Sewer Line
SS
Proposed Temporary Utility Easement
TUE
Cemetery TELEPHONE: Above Ground Sanitary Sewer A/G Sanitary Sewer
Proposed Aerial Utility Easement
AUE
Building Existing Telephone Pole SS Force Main Line Test Hole (SUE - LOS A)*
ROADS AND RELATED FEATURES:
School Proposed Telephone Pole SS Force Main Line (SUE - LOS B)* FSS
Existing Edge of Pavement
Church Telephone Manhole SS Force Main Line (SUE - LOS C)* FSS
Existing Curb
Dam Telephone Pedestal SS Force Main Line (SUE - LOS D)*
FSS
C
Proposed Slope Stakes Cut
HYDROLOGY: Telephone Cell Tower MISCELLANEOUS:
F
Proposed Slope Stakes Fill
Stream or Body of Water U/G Telephone Cable Hand Hole Utility Pole
Hydro, Pool or Reservoir Proposed Curb Ramp CR U/G Telephone Test Hole (SUE - LOS A)* Utility Pole with Base
Existing Metal Guardrail U/G Telephone Cable (SUE - LOS B)*
Jurisdictional Stream T Utility Located Object
JS
Buffer Zone 1 Proposed Guardrail U/G Telephone Cable (SUE - LOS C)* T Utility Traffic Signal Box
BZ 1
Buffer Zone 2 BZ 2 Existing Cable Guiderail U/G Telephone Cable (SUE - LOS D)* T Utility Unknown U/G Line (SUE - LOS B)*
?UTL
Flow Arrow Proposed Cable Guiderail U/G Telephone Conduit (SUE - LOS B)* TC U/G Tank; Water, Gas, Oil
Disappearing Stream v Equality Symbol U/G Telephone Conduit (SUE - LOS C)* TC
Underground Storage Tank, Approx. Loc.
UST
Spring Pavement Removal U/G Telephone Conduit (SUE - LOS D)* TC
A/G Tank; Water, Gas, Oil
Wetland VEGETATION: U/G Fiber Optics Cable (SUE - LOS B)* T FO Geoenvironmental Boring
Proposed Lateral, Tail, Head Ditch Single Tree U/G Fiber Optics Cable (SUE - LOS C)* T FO Abandoned According to Utility Records AATUR
FLOW
False Sump Single Shrub U/G Fiber Optics Cable (SUE - LOS D)* T FO End of Information E.O.I.

11/14/23
HS-2406B
2A1
C SURVEY C EXISTING
P A V E M E N T S C H E D U L E L L
VARIABLE
FINAL PAVEMENT DESIGN
C2
GRADE C3
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E 2 POINT D2
PROP. APPROX. 112" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
C1 E2
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER D2 D1
E 2
THAN 512" IN DEPTH.
C2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, T EARTH MATERIAL
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
U
3"
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, 2.5" 2.5"
C3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO U EXISTING PAVEMENT MIN. MIN. MIN. 3"
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
MIN.
Detail Showing Method Of Wedging
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE I19.0C, V 112" MILLING
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
E2
C2
D1
D2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, C3
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
D2 W WEDGING
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 212" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
2.5" 3"
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
E1
AN AVERAGE RATE OF 456 LBS. PER SQ. YD. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. MIN. MIN.
Wedging Detail For Resurfacing
INSET NO. 1
MILLING & WIDENING DETAIL FOR RT TURN LN
* 12' 0' - 12' 4'
22'
**
USE TYPICAL SECTION NO. 1
*** -LREV4- *** 22' TO 16'
6' 16' 16' 6' 8' *
10+12 TO 10+57.50 RT
**
10+57.50 TO 11+50 RT
2' 2' ***
4' 4' C1
11+50 TO 11+80 RT
***
PS PS
10+12 TO 12+13 LT
V
C2 GGRRAADDEE C2 C2 T
NOTE: END PAVED SHOULDER
PPOOIINNTT
.02 .02 -LREV4- STA 11+80 LT & RT.
.08 .02 .02 .08
:1
3
3:1 3:1
11" ORIGINAL GROUND
D1 D1
ORIGINAL GROUND
T E1 E1 T D1
TRANSITION FROM TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
GRADE TO THIS LINE
TO TYPICAL SECTION NO. 2 E1
GRADE TO THIS LINE
U
11+80 TO 12+77.95 LT & RT
C -LREV4-
L
FROM -Y- 18+78 TO STA 26+72
16' TO 11' 16' TO 11'
5' *11' EXIST. *11' EXIST. 5' INSET NO. 2
MILLING DETAIL FOR TIE-IN
1 MILL 1" DEPTH PER 75' LENGTH
2
USE TYPICAL SECTION NO. 2
W V C1 W V C1 12+77.95 TO 14+30 LT & RT
C2 C2 C1
.08 .02 .02 .08
:1
3 3
:1
3:1
ORIGINAL GROUND
E1 11" 11" E1
D1 U D1
ORIGINAL GROUND 1
T T 1 2 "
DEPTH EXIST. VAR. 22' - 24' DEPTH
GRADE TO THIS LINE GRADE TO THIS LINE 75'
U
TYPICAL SECTION NO. 2
FROM -LREV4- STA 13+55.00 TO 14+30.00
DNE
RO
NIGEB
NOITCURTSNOC
V
TUC
WAS
TUC
WAS
11"
DEPTH

11/14/23
HS-2406B
2A2
PAVEMENT SCHEDULE
(PRELIMINARY DESIGN)
C1 112" ACSC S9.5C
C2 3" ACSC S9.5C
C3 VAR. DEPTH ACSC S9.5C
D1 4" ACIC I19.0C
D2 VAR. DEPTH ACIC I19.0C
E1 4" ACBC B25.0C
E2 VAR. DEPTH ACBC B25.0C
T EARTH MATERIAL
U EXISTING PAVEMENT
V 112" MILLING
W WEDGING
NOTE: PVMT EDGE SLOPES ARE 1:1
USE TYPICAL SECTION NO. 3
-EY1- STA 15+80 TO 27+00.00
-Y EOT LT- -EY1-
8' 6' 12' 12' 12' 6'
2'
4' 8"8" 4' 2'
PS EXIST EXIST
SAVE EXISTING
PS SHLDR
RUMBLE STRIPS
C2 GGRRAADDEE
PPOOIINNTT .02 .02
.02
.02
3
:1
ORIGINAL GROUND
11"
3:1
ORIGINAL GROUND D1 U U
T
E1
TYPICAL SECTION NO. 3
GRADE TO THIS LINE
TUC
WAS
2' PS
****
Mill and Resurface Existing Rumble Strip
****

11/14/23
HS-2406B
R/W 004
NAD 83
NA 2011
END CONSTRUCTION
-EY1- 26+72.00
200' TAPER
NC HWY 130
-EL1-
US 501 / NC 130 -L-
TO ROWLAND
DO NOT DISTURB CENTERLINE
TO MAXTON RUMBLE STRIPS
-
T
L
T
O
E
- Y BEGIN CONSTRUCTION
-EY1- 15+80.00
G
R
U
B
N
I
R
U
A
L
O
T
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
00.27+
END STATE PROJECT
-LREV4- STA 14+30.00 =
-EL1- STAT 15+23.00 LINDA DIAL
DB 2126 PG 450
FALLOW
FALLOW
FALLOW
LI
O S ' 5 EXISTING RW
EXISTING RW 1
2' PS BL-3
REMOVE
BL-2 CONC HW
P NC HWY 130 22' BST C R
8"
1 P
C
15" RCP NCGS MEDIAN CURB CONC R "
8
R /W EIP T EXISTING RW 20' SOIL EXISTING RW S DI "RAEMON" MEDIAN CURB 1 EIP HH
- E IP 2' PS S A E B P A T N IC D O TA N N ED K SOIL(MAINTENANCE) CONC HW EXISTING RW
= 1 BUILDING .2 FOUNDATION
0 T
' BM1 CONC HW CONC HW
18"
RCP
C
N
DOUGLAS ADAM LYTCH O C '
DB 2467 PG 269 2 1
GRADE TO DRAIN GRASS
18" RCP
FALLOW 13' SOIL
E"
1 3' 9 ' 2 4. 4 6
degrees 9 5 9 2 7 1.
N 4 1
+
BY-5
BRIAN K LOCKLEAR
KERI A LOCKLEAR
DB 1849 PG 438
EXISTING
RW
AGRICULTURAL DB
M B
19
4
2
6
7
P
P
G
G
9
2
1
73
'
7
4.
1 =
D
HW
W/ W
R- M C W D HW 15" RCP
CM
US
501
26'
BST
22'
GRV
BRIAN K LOCKLEAR
DB 2130 PG 29 PAVEMENT REMOVAL
DB 1939 PG 42
GRASS
MB 46 PG 91
CM
'
2
.9
0
1 =
/W HAROLD DWIGHT JONES
-R
DB 2006 PG 349
M
C MB 46 PG 91
60' R/W
2
T
& T
A -LREV4- +30
40' LT
30' LT
-EL STA- 24+70
-EL- STA 17+70
35' LT -EL- STA 27+27.32
40' LT
75' MILLING 30' LT -EL- STA 26+40 42' LT
LT & RT 30' LT 45' LT 30' LT
AT&T
BL-3 BL-2
T 7 5 ' T AT&T HH 8" WATER MAIN ROBESON COUNTY A P
E R AT&T
6' O/S
T
-LREV4- PT 12+77.95 R=75' -LREV4- +90 -LREV4- STA +30 44' LT +45' LT AT&T
EXIST R/W
-LREV4- +00
38' LT
+51' LT
1 12' O/S R=60'
100'
TAPER
8"
WATER
MAIN
ROBESON
COUNTY
-EY1- STA +80.00
' 0
EXIST R/W 3
40' LT
6
0 ' R
BY-5
30'
EASEMENT
/W
AT&T
8"
WATER
MAIN
ROBESON
COUNTY
30' E
'
A
0 3
SEMENT
'11 '61
4' PS
'11
150' TAPER LT & RT
'61
' 6 1 ' 6
1 82.48 +
9 .5 4
2 +
59.2+
59.77+ 75' MILLING
LT & RT F F F F C C C C C
F
F
C
C
C
F C
C
C
7 5 ' T C A P
F F F E R F C C F F
F 6' O/S C
R=75' C F
F
F
12' O/S R=60'
C
100'
TAPER
C
C
BEGIN STATE PROJECT
-L REV4- 10+00.00 =
-EY1- 18+00.00
- 1
Y
E -
1
0
5
S
U
'11 '61
4' PS
'11
150' TAPER LT & RT
'61
' 6 1 ' 6
1 82.48 +
9 .5 4
2 +
59.2+
59.77+
INV = 159.0
Probable UST
0401
US 501 / NC 130 -L- INV = 159.6
TO ROWLAND
TO MAXTON REMOVE RETAIN
RETAIN
BEGIN STATE PROJECT
-L REV4- 10+00.00 =
-EY1- 18+00.00
RETAIN
G
R
U
B
N
I
R
U
A
L SEE SHEET S005 FOR RTL PROFILE
O
T SEE SHEET S005 FOR -LREV4 PROFILE
5202/2/01
:
NOISIVER
W/R
OT
EUD
-3VERL-
FO
EDIS
TSEW
NO
W/R
DESOPORP
DESIVER
.YEVRUS
LACINHCETOEG
YB
TSU
FO
YREVOCSID
0
2
-RTL-C S 25+86.56
SCS DATA R- TL- -RTL-S C 18+93.36
PIscs2 1+45.85
scs =2 5 degrees24'43.6" (RT)
Tscs = 877.49
COLLAR AND EXTEND (END PIPE AT DITCH MID)
REMOVE 18" RCP AND DI
GRADE TO DRAIN
N29 degrees08'26.1"W
-LREV4-
-LREV4- PT 12+77.95
-LREV4- POE 14+30.00
RETAIN
N
- L
R
4
0
RETAIN
degrees E 5
V 0
4 '2
- 4 . 2
" E
33.67
SPI DATA R- TL-
10+ CUR DATA R- TL-
4- P C PIc2 2+42.10 PIs2 6+71.58
-RTL-T S 12+68.36 -LR E V 00.00 c =1 5 degrees32'42.4" (RT) s =0 2 degrees51'33.1"
10+
Ls =2 55
B D =0 2 degrees14'33.0"
O
V
4- P
Lc =6 93.21
LT =1 70.02
E -L0 R1 ST =8 5.02
Tc =3 48.75
R =2 ,555
SE = 0.000
SPI DATA R- TL-
PIs1 6+85.35
s =0 7 degrees00'28.1"
Ls =6 25
LT =4 16.99
ST =2 08.63
CUR DATA L- REV4-
PIc1 1+73.66
c =6 9 degrees58'50.3" (LT)
D =2 8 degrees38'52.4"
Lc =2 44.28
Tc =1 39.99
R =2 00
SE = 0.020

10 +50 11 +50 12 +50 13 +50 14 +50
330 330
320 320
310 310
300 300
290 290
-LREV4-
280 280
270 270
260 260
250 250
240 240
230 230
220 220
210 210
200 200
190 190
180 180
170 170
160 160
150 150
140 140
130 130
120 120
110 110
100 100
90 90
80 80
70 70
60 60
50 50
40 40
30 30
20 20
10 10
0 0
-10 -10
-20 -20
-30 -30
-40 -40
10 +50 11 +50 12 +50 13 +50 14 +50
12.561 30.461 70.461 80.561 81.561
-LREV4- -LREV4-
(-)0.9654% (-)0.3096%
08.22+01
CPV
79.461
55.82+11
PL
64.461
03.13+21
TPV
49.461
08.81+31
IPV
77.561
(+)0.9380% (-)0.3096%
50.72+11
79.361
03.13+21
49.461
78.26+31
65.561
03.60+41
94.561
(-)0.9654% (+)0.9380%
EDARG
GEB
76.31+01
60.561
55.82+11
PL
IPV
64.461
CPV
78.26+31
PH
65.561
TPV
EDARG
DNE
99.92+41
24.561
L = 208.51
K = 110
L = 175
K = 140
60.561 05.461 07.461 24.561 15.561
15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 +50 25 +50 26 +50 27 +50 28
330 330
320 320
310 310
300 300
290 290
-RTL-
280 280
270 270
260 260
250 250
240 240
230 230
220 220
210 210
200 200
190 190
180 180
170 170
160 160
150 150
140 140
130 130
120 120
110 110
100 100
90 90
80 80
70 70
60 60
50 50
40 40
30 30
20 20
10 10
0 0
-10 -10
-20 -20
-30 -30
-40 -40
15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 +50 25 +50 26 +50 27 +50 28
15.561 35.561 03.561 70.561 87.461 27.461 08.461 08.461 16.461 04.461 41.461 96.361 16.361 41.361
11/14/23
HS-2406B
PROFILE 2
FOR -CHAIN- PLAN, SEE SHEET ??
FOR -CHAIN- PLAN, SEE SHEET ??
$$$-USER NAME-$$$ -$$$-DATE-$$$
SNOISIVER
11/14/23
HS-2406B
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROBERSON COUNTY
ROADWAY DESIGN UNIT
ROADWAY DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PREPARED BY
FOR -LREV4- PLAN, SEE SHEET S004
FOR -RTL- PLAN, SEE SHEET S004
$$$-USER NAME-$$$ -$$$-DATE-$$$

130
501
N
A
D
Project 8
Midway Rd 3
/
Site N
A
Tee Dee Rd McCallum
Rd
m
ull o
Cc
M
2
0 1
1
R
d
. .
d
R
y
a
w
id
M
130
d
R
ille
v
d
n
e
s
n
To w 501
VVIICCIINNIITTYY MMAAPP ((NNTTSS))
END CONSTRUCTION
END STATE PROJECT
-EY1- 26+72.00
-LREV4- STA 14+30.00
NC HWY 130 -L- US 501 / NC 130 -L-
TTTOOO MMMAAAXXXTTTOOONNN TTOO RROOWWLLAANNDD
BEGIN STATE PROJECT
-L REV4- 10+12.00 =
- GG
1
RR
Y
UU
E
- BB -EY1- 18+00.00
NN
1 II
0 RR
5
UU
S AA
U LL
OO
TT BEGIN CONSTRUCTION
-EY1- 15+80.00
B6042-SH:TCEJORP
PIT
STATE STATE PROJECT REFERENCE NO. SH N E O E . T S T H O E T E A T L S
N.C.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROFESSIONAL LAND
GRAPHIC SCALES
DATUM DESCRIPTION SURVEYOR
SIGNATURE:
99/80/90
STATE OF NORTH CAROLINA
HS-2406B
DIVISION OF HIGHWAYS
SURVEY CONTROL, EXISTING CENTERLINES,
RIGHT OF WAY, EASEMENTS AND PROPERTY TIES
ROBESON COUNTY
Prepared in the Office of:
DEWBERRY ENGINEERS
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
2610 WYCLIFF ROAD
RTHCARO
L
NCDOT FOR MONUMENT "GPS-102" N
O
R O
FESSIO
N
IN
A
P A
50' 25' 0' 50' 100' WITH NAD83/NA2011 STATE PLANE GRID COORDINATES OF L
SUITE 410 SEAL
NORTHING: 320153.3072 (FT) EASTING: 1898245.1392 (FT) L-4980R
THE AVERAGE COMB E IN L E E D V A G T R I I O D N F : A 1 C 59 T . O 41 R ( U FT S ) ED ON THIS PROJECT RALEIGH, NC 27607 A D L A A N D M S C U . R V H E Y A O L E S
(GROUND TO GRID) IS: 1.0000711280
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
DATE:
RW01 8
RW04
4/29/2026

US 501 / NC 130
NC 130
1
0 GPS101
5
GPS102
S
U
TO
ROWLAND
B6042-SH
HS-2406B
noseboR
:ytnuoC
PROFESSIONAL LAND
:TCEJORP
PIT
PRIMARY SURVEY CONTROL SHEET
R/W 02C-1
NORTH CAROLINA
DEPARTMENT
OF TRANSPORTATION
I, ADAM C. HALES, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF
NORTH CAROLINA HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND
BELIEF THAT THE FOLLOWING WORK ITEM(S) (COMPILATION OF C-SERIES
SHEETS USING FILES/CONTROL PROVIDED BY NCDOT) PERFORMED UNDER
MY RESPONSIBLE CHARGE MEET NCDOT SURVEY STANDARDS AS DIRECTED
IN THE NCDOT LOCATION & SURVEYS GUIDELINES AND PROCEDURES.
SURVEYOR
THIS 5TH DAY OF MAY, 2026.
PROFESSIONAL LAND SURVEYOR L-4980
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL SIGNATURES
ARE COMPLETED
PREPARED FOR
LOCATION AND
SURVEYS UNIT
PREPARED BY
DEWBERRY ENGINEERS
NOTES:
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
1. THE PROPOSED ALIGNMENT CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS
SOURCES. IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT
THE LOCATION AND SURVEYS UNIT.
02/62/5
RTHCARO
L
N
O
R O
FESSIO
N
IN
A
P A
L
SEAL
L-4980R
L A N D SURV E Y O
1
1 Primary Control Table
0
2
I D Point Description Northing Easting Elevation
R A
G N 101 GPS-101 319550.8942 1898582.3756 159.56
C 3
N 8 102 GPS-102 320153.3072 1898245.1392 159.41
D
A
N
A E S
D L
A A
M C. H
CLASS OF SURVEY: AA
TYPE OF GPS FIELD PROCEDURE:VRS
DATES OF SURVEY: OCTOBER 2024
DATUM/EPOCH: NAD83/NA2011
PUBLISHED/FIXED CONTROL USED: N/A
LOCALIZED AROUND: GPS-102
NORTHING: 320153.3072
EASTING: 1898245.1392
ELEVATION: 159.41
COMBINED GRID FACTOR: 1.0000711280
VERTICAL DATUM: NAVD88
100' 50' 0' 100' 200'
GEOID MODEL: 18
UNITS: U.S. SURVEY FEET

FALLOW
FALLOW
LI
O
S
'
5
1
-EL1-
TO MAXTON NC HWY 130 22' BST
20' SOIL
SOIL
BUILDING
FOUNDATION
FALLOW 13' SOIL
AGRICULTURAL
AGRICULTURAL
US
501
26'
BST
22'
GRV
GRASS
TO
LAURINBURG
WOODS
7
1 ' S
2 ' S O IL
O
IL
START
S29 degrees08'26"E
2394.09'
S
C
-EY1-
T
S
S
T
A
R
T
-
-E Y
1
'1 0
"E
3
degrees3
4 '
5 0
S .6
5
4
2
3-C20WR
TEEHS
EES
00.00+22
ATS
-LE-
ENIL
HCTAM
B6042-SH
HS-2406B
noseboR
:ytnuoC
PROFESSIONAL LAND
:TCEJORP
PIT
SECONDARY SURVEY CONTROL SHEET
R/W 02C-2
NORTH CAROLINA
SEE SHEET RW02C-4 DEPARTMENT
W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION
OF TRANSPORTATION
FOR FURTHER ALIGNMENT
AND CONTROL DETAILS
I, ADAM C. HALES, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF
NORTH CAROLINA HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND
BELIEF THAT THE FOLLOWING WORK ITEM(S) (COMPILATION OF C-SERIES
SHEETS USING FILES/CONTROL PROVIDED BY NCDOT) PERFORMED UNDER
MY RESPONSIBLE CHARGE MEET NCDOT SURVEY STANDARDS AS DIRECTED
IN THE NCDOT LOCATION & SURVEYS GUIDELINES AND PROCEDURES.
SURVEYOR
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
29TH DAY OF APRIL, 2026.
PROFESSIONAL LAND SURVEYOR L-4980
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL SIGNATURES
ARE COMPLETED
PREPARED FOR
LOCATION AND
SURVEYS UNIT
PREPARED BY
DEWBERRY ENGINEERS
NOTES:
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
1. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS
SOURCES. IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT
THE LOCATION AND SURVEYS UNIT.
02/62/5
RTHCARO
L
N
O
R O
FESSIO
N
IN
A
P A
L
SEAL
L-4980R
A
D
L A N D SURV E Y O
E
S
A M C. H A L
11
0
ID 2
R A
G N
C 3
N 8
D
A
N
BL-4
BL-3
1
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B 4
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6
6
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1
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R
R
6 "
P
3
A
IN
T
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BY-5
50' 25' 0' 50' 100'
-6
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B