Widening, Milling, Resurfacing & Shoulder Reconstruction - Various Routes - Robeson

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION 6
PLANS
Letting Date:
October 7, 2026
CONTRACT ID: DF00563
TIP NO.: ------
FEDERAL AID NO.: STATE FUNDED
WBS ELEMENT NO.: 2027CPT.06.05.10781.1, 2027CPT.06.05.20781.1, 52122, 52221, 52222 & 52223
ROUTE NO.: VARIES
LOCATION: VARIES
COUNTY: ROBESON
LENGTH OF PROJECT: 11.90 MILES
TYPE OF WORK: MILLING, WIDENING, RESURFACING & SHOULDER RECONSTRUCTION

PROJECT REFERENCE NO. SHEET NO.
65:61
6202-PES-01
ngd.2pyt\.
99/2/6
$$$$EMANRESU$$$$
2' 24'-39' 2' 4' - 10'
PAVEMENT SCHEDULE D D D TYP. SHOULDER WIDTH
V2C2
T1 T1 2'
TIE TO EX. GRADE.
C1 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, T1 D EN R S A U IN R A E G P E O . SITIVE
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
C2 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. U A EX N I D S T B I A N S G E PAVEMENT
SHOULDER WEDGE
D1 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE TYPICAL SECTION NO. 1 SHOULDER RECONSTRUCTION
I19.0C,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
NOTES:
-PLUS 2' INSIDE CURVE WIDENING 1. SHOULDER SHALL BE RECONSTRUCTED AS SHOWN IN STD. DWG. NO. 560.01 &
E1 5(cid:129)" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, 560.02, WITH A MINIMUM SLOPE OF 1" PER FOOT TO ENSURE POSITIVE DRAINAGE AWAY
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. (SEE DETAIL) FROM ROADWAY.
2. AGGREGATE SHOULDER BORROW (ASB) MATERIAL SHALL BE PLACED USING A
WIDENING MACHINE OR SIMILAR DEVICE.
SHOULDER RECONSTRUCTION WITH 3. A VEGETATIVE BUFFER SHALL BE MAINTAINED BETWEEN THE DISTURBED AREA
T1 ALONG THE EDGE OF PAVEMENT AND THE DITCH SHOULDER POINT TO MINIMIZE
AGGREGATE SHOULDER BORROW EROSION. PULLING DITCHES OR CUTTING SHOULDERS TO GENERATE BORROW
MATERIAL WILL NOT BE ALLOWED.
4. REQUIRED BORROW MATERIAL MAY BE OBTAINED BY THE CONTRACTOR FROM
U EXISTING PAVEMENT WIDENING OPERATIONS WITHIN THE PROJECT LIMITS, FROM NCDOT APPROVED
BORROW PITS OR FROM NCDOT STOCKPILES. ANY EXCESS MATERIAL SHALL BE
2' 24.5' 2' DISPOSED OF BY THE CONTRACTOR IN AN APPROVED DISPOSAL SITE.
D D D
V1 0" - 1(cid:129)" MILLING C1
T1 T1
MILL AS DIRECTED MILL AS DIRECTED
BY ENGINEER BY ENGINEER
V2 " MILLING V1 V1
EX. PAVEMENT EX. CONC. BRIDGE DECK EX. PAVEMENT
V3 1(cid:129)" MILLING U
V3 V1
TYPICAL SECTION NO. 2
EX. AWS
EX. PAVEMENT EX. PAVEMENT
-PLUS 2' INSIDE CURVE WIDENING EX. CONC. BRIDGE DECK
(SEE DETAIL)
BRIDGE MILLING
MILL AS DIRECTED MILL AS DIRECTED
BY ENGINEER BY ENGINEER
CROEOSRIDDEINN WAT IT T AEH N IWN DI TTC HHO E NRS TAE RI LL ARI C MOT IAT ODS R OSWHANLELR
22'-24' V1 V1
3' 3'
D
2' 2' EX. PAVEMENT EX. PAVEMENT
D EX. RR CROSSING
D
RAILROAD TRACKS MILLING
2'
D MILLING APPROACHES
T1 D1 U D1 NOTE:
-MILLING SHALL BE PERFORMED AT RR CROSSINGS, BRIDGE DECKS AND BRIDGE
APPROACHESA S DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THIS DETAIL.
-FOR RR CROSSINGS, RAILROAD OWNER MUST AUTHORIZE ACCESS TO RIGHT OF WAY PRIOR
TO ENTRY.
TYPICAL SECTION NO. 3
U E1 NOTES TO CONTRACTOR
SHOULDER RECONSTRUCTION WITH ASB AT ALL FOR SURFACE MIXES OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN ACCORDANCE
WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.
AREAS WITH INSIDE SHOULDER WIDENING AS SHOWN
LOCATIONS SHALL INCLUDE TIES INTO EXISTING CONCRETE PAVEMENT, AT BRIDGE APPROACHES
WHERE THE BRIDGE WILL NOT BE RESURFACED, AND AT THE BEGINNING AND ENDING POINT
OF EACH RESURFACING MAP.
PERFORM THE WORK IN ACCORDANCE WITH SECTION 607 OF THE JANUARY 2024 NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES. RESURFACING WILL BE ACCOMPLISHED AT THE SAME TIME AS THE MILLING
OPERATION.
P P DEPTH, LENGTH & WIDTH VARIES 75'
T AS DIRECTED BY THE ENGINEER
C MILL EXISTING PAVEMENT
BEGINNING OR ENDING OF MAP,
10 0 ' M
IN 10
0 ' M IN
EXISTING PAVEMENT
N EX O I N S - T R I E N S G U C R O FA N C C E R A E B T L E E P B A R V I E D M GE E N D T E C O K R S
ACBC TYPE B25.0B OR ACSC TYPE SF9.5A,S9.5B OR S9.5C APPROX. THICKNESS
2' WIDENING(E1) AS DIRECTED BY THE ENGINEER OF SURFACE COURSE
PATCHING EXISTING PAVEMENT
INSIDE CURVE WIDENING PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION
MILLING AT PAVEMENT TIE-INS DETAIL

PROJECT REFERENCE NO. SHEET NO.
DF00563 1
MINIMUM TIE IN
ON CITY STREETS AND EXTEND LIMITS TO
COMMERCIAL DRIVES BACK OF SIGNAL LOOPS ON
STATE MAINTAINED ROADS
AS DIRECTED BY THE ENGINEER
'
EXTEND LIMITS TO
MINIMUM TIE
BACK OF RADIUS ON
IN ON CITY STREETS
STATE MAINTAINED ROADS
AND COMMERCIAL AS DIRECTED BY THE ENGINEER
DRIVES
TYPICAL DETAIL OF PROJECT LIMITS AT TYPICAL DETAIL OF PROJECT LIMITS AT
SIGNALIZED Y LINES UNSIGNALIZED Y LINES
ADDITIONAL INTERSECTIONS (NON-TYPICAL)
Extend paving limits to back of radius
or loop on the following intersections:
MAP# STREET NAME COMMENTS
1 SR 1131 (Midway Rd) 41FT from EP of L-Line = 273 SY
1 SR 1170 (Qquinn Rd) 68 FT from EP of L-Line = 263 SY
1 SR 1123 (Union Light Church Rd) 45 FT from EP of L-Line = 245 SY
2 SR 1183 (Alfordsville Rd) 63 FT from EP of L-Line = 373 SY
2 SR 1172 (Sampson Rd) 156 FT from EP of L-Line =546 SY
2 SR 1174 (Mt. Moriah Rd) N. Side of Intersection 80 FT from EP of L-Line =435 SY
2 SR 1174 (Mt. Moriah Rd) S. Side of Intersection 73 FT from EP of L-Line = 374 SY
2 SR 1122 (Mcleod Rd) N. Side of Intersection 29 FT from EP of L-Line = 212 SY
2 SR 1122 (Mcleod Rd) S. Side of Intersection 53 FT from EP of L-Line = 393 SY

PROJECT REFERENCE NO. SHEET NO.
NOTES:
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
ASPHALT OVERLAY 2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS.
a
a
EXISTING UNIMPROVED
SHOULDER
a
a
a
DROP OFF
a
EXISTING UNIMPROVED
SHOULDER W/ RUTTING
RUT CONTRACT STANDARDS
AND DEVELOPMENT UNIT
Office 919-707-6950 FAX 919-250-4119
SHOULDER WEDGE
DETAILS
(Resurfacing Adjacent to
Rutted Shoulder) ORIGINAL BY: T.SPELL DATE: 7-19-11
MODIFIED BY: DATE: 10/16/12
CHECKED BY: DATE:
FILE SPEC.:s:usr/details/stand/shoulderwedgedetail.dgn
$$$$$EMITSYS$$$$$$
$$$$$$$$$$$$$$$$NGD$$$$$$$$$$$$$$$$
$$$$EMANRESU$$$$
SHOULDER WEDGE
APPROVED BACKFILL
MATERIAL
PROPOSED PAVEMENT
SHOULDER WEDGE DETAIL
ASPHALT OVERLAY
(Resurfacing Projects w/ Widening or
with Existing Paved Shoulder having no dropoffs)
SHOULDER WEDGE
APPROVED BACKFILL
MATERIAL
EXISTING UNIMPROVED
SHOULDER
ASPHALT OVERLAY
EXISTING PAVEMENT
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
(Resurfacing Projects w/ NO Widening)
APPROVED BACKFILL
MATERIAL
EXISTING PAVEMENT - SHOULDER WEDGE ANGLE = 30(cid:176)
SHOULDER WEDGE DETAIL

PROJECT REFERENCE NO. SHEET NO.
8
GUIDELINES FOR LANE WIDTHS ON RESURFACING PROJECTS
Contractor shall place the new pavement markings in accordance with
this table and detail unless otherwise directed by the Engineer.
TWO LANE - TWO WAY ROADWAY - 55 MPH
ROADWAY WIDTH LANE WIDTH SHOULDER WIDTH
18' 9' * 0'
20' 10' * 0'
22' 10' 1'
24' 10' 2'
26' 11' 2'
28' 12' 2'
32' 12' 4'
* May vary due to pavement width
TWO LANE - TWO WAY ROADWAY 50
MPH OR LESS
ROADWAY WIDTH LANE WIDTH SHOULDER WIDTH
18' 9' * 0'
20' 10' * 0'
22' 10' 1'
24' 10' 2'
26' 11' 2'
28' 11' 3'
32' 11' 5'
* May vary due to pavement width
SCHEMATIC OF ROADWAY
(NOT TO SCALE)
WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE
WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE
REDLUOHS
ENAL
ENAL
REDLUOHS
HTDIW
HTDIW
HTDIW
HTDIW
HTDIW
YAWDAOR
2017CPT.06.11.10091.1, etc
CL OF ROADWAY

PROJECT NO. SHEET NO. TOTAL NO.
2027CPT.06.05.10781.1, 2027CPT.06.05.20781.1
52221, ETC.
S U M M A R Y O F Q U A N T I T I E S
1220000000-E 1245000000-E 1260000000-E 1297000000-E 1330000000-E 1491000000-E 1503000000-E 1519000000-E 1520000000-E 1523000000-E 1524000000-E 1575000000-E 1704000000-E 2830000000-N 2845000000-N
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NOLANESLANE LENGTHWIDTH BEGIN END INCIDENTAL SHOULDER AGGREGATE 0.75" MILLING INCIDENTAL BASE COURSE, INTERMEDIATE SURFACE LEVELING SURFACE LEVELING ASPHALT PATCHING ADJ. OF ADJ. OF METER
TYPE MP MP STONE BASE RECONSTRUCTI SHOULDER MILLING B25.0C COURSE, I19.0C COURSE, S9.5B COURSE, S9.5B COURSE, S9.5C COURSE, S9.5C BINDER FOR EXISTING MANHOLES OR VALVE BOX
ON BORROW PLANT MIX PAVEMENT
MI FT TONS SMI TON SY SY TONS TONS TONS TONS TONS TONS TONS TONS EA EA
FROM PROJECT LIMITS DF00556 TO
2027CPT.06.05.10781.1 Robeson 1 NC-130 PVMT JT. EAST OF NC 83 1 2 3.860 24 30.290 34.150 103 7.67 1,260 54,870 1,633 132 4,720 10 291 5
TOTAL FOR MAP NO. 1 3.860 103 7.67 1,260 54,870 1,633 132 4,720 10 291 5
TOTAL FOR PROJ NO. 2027CPT.06.05.10781.1 3.860 103 7.67 1,260 54,870 1,633 132 4,720 10 291 5
2027CPT.06.05.20781.1 Robeson 2 SR-1131 / MIDWAY RD FROM NC 130 TO SR 1166 2 2 3.010 24.5 2.260 5.270 90 6.02 973 2,480 449 3,836 10 278 5
TOTAL FOR MAP NO. 2 3.010 90 6.02 973 2,480 449 3,836 10 278 5
TOTAL FOR PROJ NO. 2027CPT.06.05.20781.1 3.010 90 6.02 973 2,480 449 3,836 10 278 5
52221 Robeson 3 SR-1715 / ARMORY RD FROM SR 1712 TO SR 1710 3 2 1.990 22 0.000 1.990 28 1,065 51 6
TOTAL FOR MAP NO. 3 1.990 28 1,065 51 6
TOTAL FOR PROJ NO. 52221 1.990 28 1,065 51 6
FROM BEGIN CONSTRUCTION I-5987-
52222 Robeson 4 SR-1723 / E PARKTON TOBEMORY RD B TO US 301 RAB PVMT JOINT 3 2 0.510 24 2.610 3.120 17 273 13
TOTAL FOR MAP NO. 4 0.510 17 273 13
TOTAL FOR PROJ NO. 52222 0.510 17 273 13
FROM CUMBERLAND CO LINE TO END
52223 Robeson 5 SR-1723 / E PARKTON TOBEMORY RD CONSTRUCTION I-5987-B 3 2 2.020 24 0.040 2.060 18 1,081 52
TOTAL FOR MAP NO. 5 2.020 18 1,081 52
TOTAL FOR PROJ NO. 52223 2.020 18 1,081 52
FROM W. BLUE ST TO BRIDGE
52122 Robeson 6 SR-1741 / S OLD STAGE RD PAVMENT JOINT 3 2 0.430 24 0.090 0.520 3 230 11 4 2
TOTAL FOR MAP NO. 6 0.430 3 230 11 4 2
FROM BRIDGE PAVMENT JOINT TO SR
52122 Robeson 7 SR-1741 / S OLD STAGE RD 1006 PAVEMENT JOINT 3 2 0.080 24 0.630 0.710 43 2
TOTAL FOR MAP NO. 7 0.080 43 2
TOTAL FOR PROJ NO. 52122 0.510 3 273 13 4 2
GRAND TOTAL 11.900 259 13.69 2,233 54,870 4,113 581 2,692 3,836 10 4,720 10 698 10 10 2

PROJECT NO. SHEET NO. TOTAL NO.
2027CPT.06.05.10781.1, 2027CPT.06.05.20781.1
52221, ETC.
T H E R M O P L A S T I C A N D P A I N T Q U A N T I T I E S
4413000000-E 4457000000-N 4685000000-E 4688000000-E 4810000000-E 4900000000-N
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE LENGTH WIDTH BEGIN MP END MP WORK ZONE TEMPORARY 4" X 90 M 4" X 90 M 6" X 90 M 6" X 90 M 4" YELLOW 4" WHITE YELLOW &
TYPE ADVANCE/GE TRAFFIC WHITE YELLOW YELLOW WHITE PAINT PAINT YELLOW
NERAL CONTROL THERMO THERMO THERMO THERMO MARKERS
WARNING
SIGNING
MI FT SF LS LF LF LF LF LF LF EA
FROM PROJECT LIMITS DF00556 TO
2027CPT.06.05.10781.1 Robeson 1 NC-130 PVMT JT. EAST OF NC 83 1 2 3.86 24 30.29 34.15 438 1.00 30,571 40,762 30,571 40,762 255
TOTAL FOR MAP NO. 1 3.86 438 1.000 30,571 40,762 30,571 40,762 255
3.86 438 1.000 30,571 40,762 30,571 40,762 255
TOTAL FOR PROJ NO. 2027CPT.06.05.10781.1
71,333 71,333
2027CPT.06.05.20781.1 Robeson 2 SR-1131 / MIDWAY RD FROM NC 130 TO SR 1166 2 2 3.01 24.5 2.26 5.27 337 31,800 20,600 205
TOTAL FOR MAP NO. 2 3.01 337 31,800 20,600 205
3.01 337 31,800 20,600 205
TOTAL FOR PROJ NO. 2027CPT.06.05.20781.1
52,400
52221 Robeson 3 SR-1715 / ARMORY RD FROM SR 1712 TO SR 1710 3 2 1.99 22 0 1.99 223 21,014
TOTAL FOR MAP NO. 3 1.99 223 21,014
1.99 223 21,014
TOTAL FOR PROJ NO. 52221
21,014
FROM BEGIN CONSTRUCTION I-5987-
52222 Robeson 4 SR-1723 / E PARKTON TOBEMORY RD B TO US 301 RAB PVMT JOINT 3 2 0.51 24 2.61 3.12 57 5,386
TOTAL FOR MAP NO. 4 0.51 57 5,386
0.51 57 5,386
TOTAL FOR PROJ NO. 52222
5,386
FROM CUMBERLAND CO LINE TO
52223 Robeson 5 SR-1723 / E PARKTON TOBEMORY RD END CONSTRUCTION I-5987-B 3 2 2.02 24 0.04 2.06 226 21,331
TOTAL FOR MAP NO. 5 2.02 226 21,331
2.02 226 21,331
TOTAL FOR PROJ NO. 52223
21,331
FROM W. BLUE ST TO BRIDGE
52122 Robeson 6 SR-1741 / S OLD STAGE RD PAVMENT JOINT 3 2 0.43 24 0.09 0.52 57 4,541
TOTAL FOR MAP NO. 6 0.43 57 4,541
FROM BRIDGE PAVMENT JOINT TO SR
52122 Robeson 7 SR-1741 / S OLD STAGE RD 1006 PAVEMENT JOINT 3 2 0.08 24 0.63 0.71 57 845
TOTAL FOR MAP NO. 7 0.08 57 845
0.51 114 5,386
TOTAL FOR PROJ NO. 52122
5,386
11.9 1,395 1.000 84,917 20,600 30,571 40,762 30,571 40,762 460
GRAND TOTAL
105,517 71,333 71,333