Letting Date: September 15, 2021

STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

HIGHWAY DIVISION 6

PLANS Letting Date: September 15, 2021

CONTRACT ID: DF00288

TIP NO.: ------

FEDERAL AID NO.: STATE FUNDED

WBS ELEMENT NO.: 2022CPT.06.02.10091.1, 2022CPT.06.02.20091.1

ROUTE NO.: NC 242 & SR 1100

LOCATION: VARIOUS

COUNTY: BLADEN

LENGTH OF PROJECT: 24.38 MILES

TYPE OF WORK: RESURFACING, MILLING, WIDENING & PVT. MKGS.

This electronic collection of documents is provided

for the convenience of the user

and is Not a Certified Document –

The documents contained herein were originally issued

and sealed by the individuals whose names and license

numbers appear on each page, on the dates appearing

with their signature on that page.

This file or an individual page

shall not be considered a certified document.

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FALL 2021

RESURFACING

BLADEN COUNTY

SHEET NO.PROJECT REFERENCE NO.

2022CPT.06.02.10091.1,etc 3

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COUNTY

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FALL 2021

RESURFACING

BLADEN COUNTY


2022CPT.06.02.10091.1,etc 4


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5

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OPERATION.

COMPLETING WIDENING AND/OR MILL & FILL

FINAL SURFACE WITHIN 3 DAYS OF

3. CONTRACTOR SHALL BEGIN PLACEMENT OF

COMPLETING SURFACE MILLING.

MILL & FILL OPERATION WITHIN 3 DAYS OF

2. CONTRACTOR SHALL BEGIN WIDENING AND/OR

WITHIN TIME FRAME ESTABLISHED IN STD. SPECS.

TEMPORARY PAINT MARKINGS SHALL BE INSTALLED

1. UPON COMPLETION OF SURFACE MILLING,

NOTES:

MILL & FILL PAVEMENT REPAIR

EXISTING PAVEMENT AND BASE

D1

CROSS SLOPE

VARIABLE

V3

AS DIRECTED BY ENGINEER

PLACEMENT OF PROPOSED ASPHALT SURFACE COURSE.

FLUSH WITH THE MILLED ASPHALT SURFACE LEFT IN PLACE, PRIOR TO

FILL MILLED AREAS WITH ASPHALT INTERMEDIATE COURSE BACK 2.

DESIGNATED BY THE ENGINEER AFTER COMPLETION OF SURFACE MILLING.

DISTRESSED AREAS TO BE REPAIRED BY MILL & FILL SHALL BE 1.

NOTES:

D2OR

V4OR

D

T1

D

T1

V2 C1

2022CPT.06.02.10091.1,etc

V3 V3D2 D2

V4 V4

4'-6'

PTPC

100' MIN100' MIN

INSIDE CURVE WIDENING

2' WIDENING(E1)

D1 D1

D2

V3 (SEE DETAIL)

INSIDE CURVE WIDENING

*PLUS ADDITIONAL 2'

4'-6'4'-6' 25'

TYPICAL SECTION NO. 1

2•" MILLING

I19.0C,AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.

2•" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE

22'

TYPICAL SECTION NO. 2

V4 4" MILLING

D1I19.0C,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE

4'-6' 4'-6'

PAVEMENT SCHEDULE

U EXISTING ASPHALT PAVEMENT

T1 AGGREGATE SHOULDER BORROW

SHOULDER RECONSTRUCTION WITH

C1 1•" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

E1

V2 1•" MILLING

V1 0"-1•" MILLING


5•" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,

MILLING APPROACHES

EX. PAVEMENT

BY ENGINEER

MILL AS DIRECTED

EX. CONC. BRIDGE DECK

V1

BY ENGINEER

MILL AS DIRECTED

AS DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THIS DETAIL. APPROACHES

MILLING SHALL BE PERFORMED AT RR CROSSINGS, BRIDGE DECKS AND BRIDGE

NOTE:

BRIDGE MILLING

V1

EX. PAVEMENT

EX. CONC. BRIDGE DECK

V2

EX. PAVEMENT

EX. AWS

V1

EX. PAVEMENT

EX. PAVEMENT

MILL AS DIRECTED BY ENGINEER

EX. RR CROSSING

EX. PAVEMENT

RAILROAD TRACKS MILLING

V1 V2

OPERATION. STRUCTURES. RESURFACING WILL BE ACCOMPLISHED AT THE SAME TIME AS THE MILLING CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS ANDPERFORM THE WORK IN ACCORDANCE WITH SECTION 607 OF THE JANUARY 2012 NORTH

OF EACH RESURFACING MAP.WHERE THE BRIDGE WILL NOT BE RESURFACED, AND AT THE BEGINNING AND ENDING POINTLOCATIONS SHALL INCLUDE TIES INTO EXISTING CONCRETE PAVEMENT, AT BRIDGE APPROACHES

WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.FOR SURFACE MIXES OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN ACCORDANCE

NOTES TO CONTRACTOR

MILL EXISTING PAVEMENT

APPROX. THICKNESSOF SURFACE COURSE

BEGINNING OR ENDING OF MAP,

EXISTING CONCRETE PAVEMENT OR

NON-RESURFACEABLE BRIDGE DECKS

MILLING AT PAVEMENT TIE-INS DETAIL

T1

4' - 10'

AND BASE

EXISTING PAVEMENT

SHOULDER RECONSTRUCTION

TYP. SHOULDER WIDTH

DRAINAGE.

ENSURE POSITIVE

TIE TO EX. GRADE.

SHOULDER WEDGE

TIE FLUSH TO PAVEMENT AND EXISTING SHOULDER.

WIDENING MACHINE OR SIMILAR DEVICE AND COMPACTED USING A ROLLER ASB SHALL

AGGREGATE SHOULDER BORROW (ASB) MATERIAL SHALL BE PLACED USING A 2.

FROM ROADWAY.

560.02, WITH A MINIMUM SLOPE OF 1" PER FOOT TO ENSURE POSITIVE DRAINAGE AWAY

SHOULDER SHALL BE RECONSTRUCTED AS SHOWN IN STD. DWG. NO. 560.01 & 1.

NOTES:

1" / FT


6

6/2/99

10-

AU

G-2021 10:2

9.\typ.d

gn

$$$$

US

ER

NA

ME$$$$

75'

2022CPT.06.02.10091.1,etc

AS DIRECTED BY THE ENGINEER

AS DIRECTED BY THE ENGINEER

DEPTH, LENGTH & WIDTH VARIES

EXISTING PAVEMENT

ACBC TYPE B25.0B OR ACSC TYPE SF9.5A,S9.5B OR S9.5C

PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION

PATCHING EXISTING PAVEMENT

D2

V3 2•" MILLING

I19.0C,AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.

2•" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE

V4 4" MILLING

D1I19.0C,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE

PAVEMENT SCHEDULE

U EXISTING ASPHALT PAVEMENT

T1 AGGREGATE SHOULDER BORROW

SHOULDER RECONSTRUCTION WITH

C1 1•" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,


E1

V2 1•" MILLING

V1 0"-1•" MILLING


5•" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,

7-19-11

a

a

s:usr/details/stand/shoulderwedgedetail.dgn

a

a

DETAILS

SHOULDER WEDGE

10/16/12

3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS.

2) BACKFILL SHOULDER WITH APPROVED MATERIAL.

1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.

NOTES:

a

a

SHOULDER W/ RUTTING

EXISTING UNIMPROVED

DROP OFF

RUT

Rutted Shoulder)

(Resurfacing Adjacent toT.SPELL

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED


CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

CONTRACT STANDARDSAND DEVELOPMENT UNIT

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

PROPOSED PAVEMENT

MATERIAL

APPROVED BACKFILL

SHOULDER WEDGE


EXISTING PAVEMENT

MATERIAL

APPROVED BACKFILL

(Resurfacing Projects w/ NO Widening)

- SHOULDER WEDGE ANGLE = 30°

ASPHALT OVERLAY

SHOULDER WEDGE

EXISTING PAVEMENT

MATERIAL

APPROVED BACKFILL


with Existing Paved Shoulder having no dropoffs)

(Resurfacing Projects w/ Widening or

2022CPT.06.02.10091.1,etc 7

2022CPT.06.02.10091.1,etc 8

PROJECT REFERENCE NO. SHEET NO.

8

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

this table and detail unless otherwise directed by the Engineer.

Contractor shall place the new pavement markings in accordance with

GUIDELINES FOR LANE WIDTHS ON RESURFACING PROJECTS

MPH OR LESS

TWO LANE - TWO WAY ROADWAY 50

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

(NOT TO SCALE)

SCHEMATIC OF ROADWAY

WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE

WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE

WID

TH

SH

OU

LD

ER

WID

TH

LA

NE

WID

TH

SH

OU

LD

ER

WID

TH

LA

NE

RO

AD

WA

Y W

IDT

H

CL OF ROADWAY

2017CPT.06.11.10091.1, etc 2022CPT.06.02.10091.1, etc 9

PROJECT NO. SHEET NO. TOTAL NO.

1220000000-E 1245000000-E 1260000000-E

LENG

TH

WID

TH INCIDENTAL STONE BASE

SHOULDER RECONSTRUCTION

AGGREGATE SHOULDER BORROW

1½" MILLING 2.5" MILLING

MI FT TONS SMI TON SY SY2022CPT.06.02.10091.1 Bladen 1 NC 242 FROM NC 53 TO CUMBERLAND CL 1 2 2WU NO NO 15.81 25 158 232,206 704

15.81 158 232,206 70415.81 158 232,206 704

2022CPT.06.02.20091.1 Bladen 2 SR 1100 FROM NC 131 TO NC 211 BYP. 2 2 2WU NO NO 8.57 22 17.14 2,8588.57 17.14 2,8588.57 17.14 2,858

24.38 158 17.14 2,858 232,206 704

1330000000-E 1491000000-E 1503000000-E 1523000000-E 1575000000-E

LENG

TH

WID

TH INCIDENTAL MILLING

BASE COURSE, B25.0C

INTERMEDIATE COURSE, I19.0C

SURFACE COURSE,

S9.5C

ASPHALT BINDER FOR PLANT MIX

MI FT SY TONS TONS TONS TONS2022CPT.06.02.10091.1 Bladen 1 NC 242 FROM NC 53 TO CUMBERLAND CL 1 2 2WU NO NO 15.81 25 4,476 368 100 19,929 1,217

15.81 4,476 368 100 19,929 1,21715.81 4,476 368 100 19,929 1,217

2022CPT.06.02.20091.1 Bladen 2 SR 1100 FROM NC 131 TO NC 211 BYP. 2 2 2WU NO NO 8.57 22 4,585 2208.57 4,585 2208.57 4,585 220

24.38 4,476 368 4,685 19,929 1,437

232,910

S U M M A R Y O F Q U A N T I T I E S

LANE

S

TOTAL FOR PROJ NO. 2022CPT.06.02.10091.1

TOTAL FOR MAP NO. 2

WARM MIX ASPHALT

REQUIRED

1297000000-E

232,910

TOTAL FOR MAP NO. 2



TOTAL FOR MAP NO. 1

PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION

TYP

NO

LANE

SLA

NE

TYPE

FINAL SURFACE TESTING

REQUIRED

GRAND TOTAL

2022CPT.06.02.10091.1, 2022CPT.06.02.20091.1

LANE

TYP

E FINAL SURFACE TESTING

REQUIRED

WARM MIX ASPHALT

REQUIRED

TOTAL FOR MAP NO. 1


GRAND TOTAL


TYP

NO

SHEET NO. TOTAL NO.

4413000000-E 4457000000-N 4900000000-N

LENG

TH

WID

TH WORK ZONE ADVANCE/GENERAL WARNING SIGNING

TEMPORARY TRAFFIC

CONTROL

4" X 90 M WHITE

THERMO

4" X 90 M YELLOW THERMO

4" WHITE PAINT

4" YELLOW PAINT

YELLOW & YELLOW

MARKERSMI FT SF LS LF LF LF LF EA

2022CPT.06.02.10091.1 Bladen 1 NC 242 FROM NC 53 TO CUMBERLAND CL 1 2 2WU 15.81 25 1,771 1 166,954 116,649 166,954 116,649 1,04315.81 1,771 1 166,954 116,649 166,954 116,649 1,04315.81 1,771 1 166,954 116,649 166,954 116,649 1,043

2022CPT.06.02.20091.1 Bladen 2 SR 1100 FROM NC 131 TO NC 211 BYP. 2 2 2WU 8.57 22 9608.57 9608.57 960

24.38 2,731 1 166,954 116,649 166,954 116,649 1,043283,603

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

GRAND TOTAL 283,603

TOTAL FOR MAP NO. 2


LANE

S

LANE

TYP

E

TOTAL FOR MAP NO. 1

TOTAL FOR PROJ NO. 2022CPT.06.02.10091.1 283,603


TYP

NO

283,603

PROJECT NO. 2022CPT.06.02.10091.1, 2022CPT.06.02.20091.1

4685000000-E 4810000000-E

Documents

Letting Date: September 15, 2021