Widening, Resurfacing, Milled Sinusoidal Rumble Strips and Shoulder Reconstruction - Various Routes - Bladen

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION 6
PLANS
Letting Date:
September 16, 2026
CONTRACT ID: DF00558
TIP NO.: HS-2406X
FEDERAL AID NO.: 5097827
WBS ELEMENT NO.: 2027CPT.06.03.10091.1, 2027CPT.06 .03.20091.1 50978.3.27 & 52112
ROUTE NO.: VARIOUS
LOCATION: VARIOUS
COUNTY: BLADEN
LENGTH OF PROJECT: 15.43 MILES
TYPE OF WORK: WIDENING, RESURFACING, MILLED SINUSOIDAL RUMBLE STRIPS & SHOULDER
RECONSTRUCTION

PROJECT REFERENCE NO. SHEET NO.
40:41
6202-GUA-52
ngd.2pyt\snalP\nedalB_6202
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99/2/6
$$$$EMANRESU$$$$
PAVEMENT SCHEDULE
MILL AS DIRECTED MILL AS DIRECTED
BY ENGINEER BY ENGINEER
C1 1 A (cid:129)" T A A S N PH A A V L E T R C A O G N E C R R A E T T E E O SU F R 1 F 6 A 5 C L E B S C . O P U E R R S S E Q , . T Y Y D PE . S9.5B, 32' D V1 V1
C2V2
EX. PAVEMENT EX. CONC. BRIDGE DECK EX. PAVEMENT
C2 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
V2 V1
E1 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
EX. AWS
EX. PAVEMENT EX. PAVEMENT
EX. CONC. BRIDGE DECK
U
R1 EXISTING CURB AND GUTTER
BRIDGE MILLING
TYPICAL SECTION NO. 1
MILL AS DIRECTED MILL AS DIRECTED
SHOULDER RECONSTRUCTION WITH BY ENGINEER BY ENGINEER
T1 AGGREGATE SHOULDER BORROW -MATERIAL TRANSFER VEHICLE SHALL BE USED CROEOSRIDDEINN WAT IT T AEH N IWN DI TTC HHO E NRS TAE RI LL ARI C MOT IAT ODS R OSWHANLELR
V1 V1
3' 3'
U EXISTING PAVEMENT
EX. PAVEMENT EX. PAVEMENT
EX. RR CROSSING
V1 0" - 1(cid:129)" MILLING 23' RAILROAD TRACKS MILLING
D
C2 V2
MILLING APPROACHES
V2 1(cid:129)" MILLING
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.
Y1 SINUSOIDAL MILLED RUMBLE STRIP; 18"
Y2 SINUSOIDAL MILLED RUMBLE STRIP; 8" U
TYPICAL SECTION NO. 2
-PLUS 2' INSIDE CURVE WIDENING
(SEE DETAIL)
23'-44'
D
R1 C2 V2 R1
P
P
T
C
U
TYPICAL SECTION NO. 3
IN 10 NOTES TO CONTRACTOR
0 ' M 0 ' M W FO IT R H SU TH RF E A F C O E L M LO IX W ES IN O G V E S R K E 1 T " C I H N A T S H IC D K IR N EC ES T S E , D M I B L Y L T T H H E E E E X N IS G T I I N N E G E R. PAVEMENT IN ACCORDANCE
10 IN 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
2' WIDENING(E1) 23'-40' O ST P R E U R C A T T U I R O E N S. . RESURFACING WILL BE ACCOMPLISHED AT THE SAME TIME AS THE MILLING
D 75'
INSIDE CURVE WIDENING C2 V2 MILL EXISTING PAVEMENT
BEGINNING OR ENDING OF MAP,
EXISTING CONCRETE PAVEMENT OR
NON-RESURFACEABLE BRIDGE DECKS
APPROX. THICKNESS
OF SURFACE COURSE
U
TYPICAL SECTION NO. 4
MILLING AT PAVEMENT TIE-INS DETAIL

PROJECT REFERENCE NO. SHEET NO.
D D
T1 T1
P
P
T
C
IN 10
0 ' M 0 ' M
10 IN
40:41
6202-GUA-52
ngd.2pyt\.
99/2/6
$$$$EMANRESU$$$$
21'
PAVEMENT SCHEDULE
4'-6' D 4'-6'
C1 MILL AS DIRECTED MILL AS DIRECTED
BY ENGINEER BY ENGINEER
C1 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, V1 V1
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
EX. PAVEMENT EX. CONC. BRIDGE DECK EX. PAVEMENT
C2 1(cid:129)" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
V2 V1
U
E1 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
EX. AWS
TYPICAL SECTION NO. 5 EX. PAVEMENT EX. CONC. BRIDGE DECK EX. PAVEMENT
R1 EXISTING CURB AND GUTTER
-PLUS 2' INSIDE CURVE WIDENING WITH ASB BRIDGE MILLING
(SEE DETAIL)
MILL AS DIRECTED MILL AS DIRECTED
SHOULDER RECONSTRUCTION WITH BY ENGINEER BY ENGINEER
T1 AGGREGATE SHOULDER BORROW CROEOSRIDDEINN WAT IT T AEH N IWN DI TTC HHO E NRS TAE RI LL ARI C MOT IAT ODS R OSWHANLELR
V1 V1
3' 3'
U EXISTING PAVEMENT
EX. PAVEMENT EX. PAVEMENT
21' EX. RR CROSSING
4'-6' D 4'-6'
V1 0" - 1(cid:129)" MILLING D 2' 2' D RAILROAD TRACKS MILLING
D C1 D
T1 Y2 Y1 Y2 T1
MILLING APPROACHES
V2 1(cid:129)" MILLING
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.
Y1 SINUSOIDAL MILLED RUMBLE STRIP; 18"
E1 E1
U
Y2 SINUSOIDAL MILLED RUMBLE STRIP; 8"
TYPICAL SECTION NO. 6
4'-6'
D
T1
U E1
SHOULDER RECONSTRUCTION WITH ASB AT ALL
AREAS WITH INSIDE SHOULDER WIDENING AS SHOWN
NOTES TO CONTRACTOR
FOR SURFACE MIXES OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN ACCORDANCE
WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.
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.
75'
MILL EXISTING PAVEMENT
BEGINNING OR ENDING OF MAP,
EXISTING CONCRETE PAVEMENT OR
NON-RESURFACEABLE BRIDGE DECKS
APPROX. THICKNESS
OF SURFACE COURSE
2' WIDENING(E1)
INSIDE CURVE WIDENING WITH ASB MILLING AT PAVEMENT TIE-INS DETAIL

PROJECT REFERENCE NO. SHEET NO.
ADDITIONAL INTERSECTIONS (NON-TYPICAL)
Extend paving limits to back of radius or loop on the following intersections
Map # Street Name Comments Total Unit
1 NC211 BUS (SOUTHERN MOST) 190 FT FROM EOP OF L LINE (MILL & PAVE) 1494 SY
1 NC242 LT-L- 100 FT FROM EOP OF L-LINE (MILL & PAVE) 832 SY
1 NC 242 RT-L- 88 FT FROM EOP OF L-LINE (MILL & PAVE) 687 SY
1 SR1119 RT-L- 124 FT FROM EOP OF L-LINE (MILL & PAVE) 1270 SY
1 SR1119 LT-L- 140 FT FROM EOP OF L-LINE (MILL & PAVE) 649 SY
1 SR1120 RT-L- 98 FT FROM EOP OF L-LINE (MILL & PAVE) 1015 SY
1 SR1120 LT-L- 115 FT FROM EOP OF L-LINE (MILL & PAVE) 751 SY
1 SR1100 RT-L- 169 FT FROM EOP OF L-LINE (MILL & PAVE) 1203 SY
1 SR1100 LT-L- 110 FT FROM EOP OF L-LINE (MILL & PAVE) 1022 SY
1 SR1131 LT-L- 137 FT FROM EOP OF L-LINE (MILL & PAVE) 842 SY
1 SR1131 RT-L- 115 FT FROM EOP OF L-LINE (MILL & PAVE) 947 SY
1 SR1128 RT 120 FT FROM EOP OF L-LINE (MILL & PAVE) 796 SY
1 SR1128 LT 100 FT FROM EOP OF L-LINE (MILL & PAVE) 613 SY
2 SR1133 50 FT FROM EOP OF L-LINE (MILL & PAVE) 245 SY
3 SR1175 (4TH ST) 200 FT FROM EOP OF L-LINE (MILL & PAVE) 836 SY
4 SR1100 45 FT FROM EOP OF L-LINE (MILL & PAVE) 199 SY
5 SR1132 57 FT FROM EOP OF L-LINE (MILL & PAVE) 246 SY
5 SR1179 100 FT FROM EOP OF L-LINE (MILL & PAVE) 622 SY
5 SR1131 68 FT FROM EOP OF L-LINE (MILL & PAVE) 358 SY
5 SR1178 92 FT FROM EOP OF L-LINE (MILL & PAVE) 622 SY
5 SR1128 LT 97 FT FROM EOP OF L-LINE (MILL & PAVE) 635 SY
5 SR1128 RT 99 FT FROM EOP OF L-LINE (MILL & PAVE) 602 SY
7 SR1314 64 FT FROM EOP OF L-LINE (PAVE ONLY) 277 SY
7 SR1315 60 FT FROM EOP OF L-LINE (PAVE ONLY) 330 SY
7 SR1300 88 FT FROM EOP OF L-LINE (PAVE ONLY) 532 SY
SY
SY
SY
NOTE: Quantities are for estimate purpose only. ACTUAL FIELD QUANTITY MAY VARY

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

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PROJ. REFERENCE NO. SHEET NO.
URBAN / SUBURBAN WORKZONES
(SEE NOTE 4)
(SEE NOTE 4)
(SEE NOTE 4)
1000' +/- CONSTRUCTION
LIMITS
END
BEGIN
ROAD ROAD WORK G20-2 A
WORK 48'' X 24''
SP-11299
48'' X 48''
NEXT
W7-3aP
XX MILES
36'' X 30''
NOTES:
1) 48" x 48" SIZED SIGNS (SP- 11299) MAY BE REDUCED TO 36" X 36" ON ROADWAYS
WITH SPEED LIMITS OF 40 MPH OR LESS.
2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE
WOOD OR U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY
SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW MANUFACTURER'S
RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT
APPROVED.
3) ADVANCE WARNING SIGNS NOT REQUIRED ON NON-SIGNALIZED SIDE STREETS.
4) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED INTERSECTIONS AS DIRECTED
BY THE ENGINEER. PROVIDE PORTABLE "ROAD WORK AHEAD" (W20-1) SIGNS 500' IN ADVANCE
ALONG BOTH APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH THE
INTERSECTION.
5) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 2' AS MEASURED FROM THE
EDGE OF PAVEMENT OR THE FACE OF THE CURB. WHEN UNABLE TO OBTAIN THE LATERAL
CLEARANCE WITHIN THE MEDIAN AREA USE SHOULDER MOUNTS ONLY.
6) SIGN MOUNT LOCATIONS SHALL NOT BLOCK SIDEWALKS OR DRIVEWAYS.
LEGEND 7) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER
STATIONARY SIGN 8 ) S S I E H F C A M T L I I L L O L N B E E 1 D 0 U A 4 S R O E E F D A T T S H O A E W R N E A C N R D O N O T T D P S R A T IV V A E E N R D D S A B O R A F D C T K S H P B E E Y C P T I R F H E IC E S A E E N T N I T D O C N O O S F N A T D S H I E E T X I W O T O N R R S A . K T W D H O A E R Y S K E , . P A O R R E T T A O B L IN E C S L IG U N D S E , D I V I T A S T I E O O
N
F N
O
O
F
RTH
HI
C G A R H O W L I A Y S RESURFACING ADVANCE
S N
A
BUT NOT LIMITED TO "ROUGH ROAD" W8-8, "UNEVEN LANES" W8-11, "GROOVED PAVEMENT" WARNING SIGNS FOR
DIRECTION OF TRAFFIC
FLOW W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE DOUBLE INDICATED ON W D E O N L
MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER WHERE LATERAL CLEARANCE O R K P A R T M R T A T I N T R O URB F A A N C / I L SU IT B I U E R S BAN
C O A TH N E B R E I O TE B M TA S I O N F E D W W OR IT K H I I N N C T L H U E D M ED E D IN IA T N H A E R T E E A M S P .T O H R E A S R E Y P T O R R A T F A F B I L C E C S O I N G T N R S O A L R ( E L I U N M C P ID S E U N M T ) A P L A T Y O I T T E H M E . Z O E N N T E O T F R T A R F A F N I S C P O C O

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