plans – revised – 1-29-19 6 letting/2-6-2019/df00248... · 1901 1900. 1876 1726 2009 2007 2012....

STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

HIGHWAY DIVISION 6

PLANS – REVISED – 1-29-19 Letting Date: February 6, 2019

CONTRACT ID: DF00248

TIP NO.: ------

FEDERAL AID NO.: STATE FUNDED

WBS ELEMENT NO.: 2020CPT.06.12.10431.1 & 2020CPT.06.12.20431.1

ROUTE NO.: NC 55, NC 217 & VARIOUS SR ROUTES

LOCATION: VARIOUS

COUNTY: HARNETT

LENGTH OF PROJECT: 26.84 MILES

TYPE OF WORK: RESURFACING, WIDENING, MILLING & 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.

1711

1700

1865

1827

1910

1853

1722

1703

1724

1723

1725

1901

1900

1876

1726

2009

2007

2012

2011

1715

1727

1907

1726

1720

1703

1721

1721

1703

1911

1725

1720

2011

20102006

2005

1700

1700

1700

1702

1701

17012004

1568

2009

2060

2007

2011

2013

1769

17692006

2014

2065

2077

2078

2008

2005

2005

2003

2003

2076

2015

2088

1769

2091

2090

2009

2003

2002

2084

2084

2057

2001

2068

2071

2054

2062

2084

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1571

1572

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1522

1531

1580

2002

2062

1525

1567

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2182

21822183

1769

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23082307

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pop 2,238

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Dr Mckoy

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John Lee Rd

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SHEET NO.PROJECT REFERENCE NO.

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HARNETT COUNTY

2020CPT.06.12.10431.1,etc 3

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2020CPT.06.12.10431.1,etc 4


HARNETT COUNTY

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1002

1811

1784

1788

1915

1866

1913

1912

1851

1793

1794

1811

1811

1873

1785

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HARNETT COUNTY

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1.06

.17

1.3

2

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1213

1229

1211

1229

1243

1211

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2020CPT.06.12.10431.1,etc 6


HARNETT COUNTY

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1266

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1262

12571257

1259

1258

1258

1248

1291 1291

1291

1236

1237

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1274

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SP 8147

SP 8152

SP 8151

SP 8148

SP 8149

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Rd.

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Rd.

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HARNETT COUNTY

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1535

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1522

1521

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ve

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2020CPT.06.12.10431.1,etc 8


HARNETT COUNTY

REPLACE AS DIRECTED BY ENGINEER.REMOVE FAILING PAVED SHOULDERS AND

WIDENING TO MAKE THE TOTAL PAVEMENT WIDTH 22’.*NOTE: MAP 9 - TIE INTO EXISITING INSIDE CURVE

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1002

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1791

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1780

1781

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5

1.48

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2020CPT.06.12.10431.1,etc 9


HARNETT COUNTY

19

21

20


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2020CPT.06.12.10431.1,etc 10

-Y--L-

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

75’

DIRECTED BY THE ENGINEERNEAREST JOINT, OR AS

MILL TO END OF C&G,

AS NEEDED, OR AS DIRECTED BY THE ENGINEERSMOOTH TIE-INS, CURB RADII AND STREET INTERSECTIONS, INCLUDES INCIDENTAL MILLING AT THE ENDS OF SECTIONS FOR

MILLING AT CURB AND GUTTER INTERSECTIONS

T

4’ - 10’

2’ - 4’

AND BASE

EXISTING PAVEMENT

DISPOSED OF BY THE CONTRACTOR IN AN APPROVED DISPOSAL SITE.

BORROW PITS OR FROM NCDOT STOCKPILES. ANY EXCESS MATERIAL SHALL BE

WIDENING OPERATIONS WITHIN THE PROJECT LIMITS, FROM NCDOT APPROVED

REQUIRED BORROW MATERIAL MAY BE OBTAINED BY THE CONTRACTOR FROM 4.

MATERIAL WILL NOT BE ALLOWED.

EROSION. PULLING DITCHES OR CUTTING SHOULDERS TO GENERATE BORROW

ALONG THE EDGE OF PAVEMENT AND THE DITCH SHOULDER POINT TO MINIMIZE

A VEGETATIVE BUFFER SHALL BE MAINTAINED BETWEEN THE DISTURBED AREA 3.

WIDENING MACHINE OR SIMILAR DEVICE.

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:

SHOULDER RECONSTRUCTION

TYP. SHOULDER WIDTH

DRAINAGE.

ENSURE POSITIVE

TIE TO EX. GRADE.

SHOULDER WEDGE

D

R1T TV4 V4

TT

C3 C3

E1 E1

C2TT

PTPC

100’ MIN100’ MIN

2’ WIDENING

INSIDE CURVE WIDENING

V2 V2C3

C3

TT

D D

U

D DD

U

D

U

D DD DD

U

D DD

U

BRIDGE MILLING

EX. CONC. BRIDGE DECK

V4

EX. PAVEMENTEX. AWS

V2

EX. PAVEMENT

MAPS 6, 8, 19 & 21

U EXISTING ASPHALT

R1

V1

PAVEMENT SCHEDULE

C2AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.

T

V3

1�" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,


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

EXISTING CONCRETE ISLAND

V2

AS DIRECTED BY THE ENGINEER


DEPTH, LENGTH & WIDTH VARIES

EXISTING PAVEMENT

PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION

PATCHING EXISTING PAVEMENT

ACBC TYPE B25.0B OR ACSC TYPE S9.5B OR S9.5C

TYPICAL SECTION NO. 1

55’

1" MILLING (FULL WIDTH)

0"-1�" MILLING (10’ CURB MILLING)

0’-1" MILLING (10’ CURB MILLING)

V4 1�" MILLING (FULL WIDTH)

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

AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD.

E1AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.

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

24’-49’


22’



36’

AGGREGATE SHOULDER BORROW

2’ 2’

2’2’


2’2’ EXIST 2’2’

2’2’


6/2/99

20-

DE

C-2018 14:12

H:\

DD

C\

DD

C

Work

Files\

Projects\

Let\

Resurfacing\2018

Fall\

D2\

C2\

Harnett\

Resurf

Typicals.d

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2020CPT.06.12.10431.1,etc 11

-Y--L-

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

75’

DIRECTED BY THE ENGINEERNEAREST JOINT, OR AS

MILL TO END OF C&G,

AS NEEDED, OR AS DIRECTED BY THE ENGINEERSMOOTH TIE-INS, CURB RADII AND STREET INTERSECTIONS, INCLUDES INCIDENTAL MILLING AT THE ENDS OF SECTIONS FOR

MILLING AT CURB AND GUTTER INTERSECTIONS

TT C2

TT V4 C3

C1

V1 V1C1

V3C1

D DD

E1UE1

D DD

U

D

U

D

U

D

U

T

4’ - 10’

2’ - 4’

AND BASE

EXISTING PAVEMENT

DISPOSED OF BY THE CONTRACTOR IN AN APPROVED DISPOSAL SITE.

BORROW PITS OR FROM NCDOT STOCKPILES. ANY EXCESS MATERIAL SHALL BE

WIDENING OPERATIONS WITHIN THE PROJECT LIMITS, FROM NCDOT APPROVED

REQUIRED BORROW MATERIAL MAY BE OBTAINED BY THE CONTRACTOR FROM 4.

MATERIAL WILL NOT BE ALLOWED.

EROSION. PULLING DITCHES OR CUTTING SHOULDERS TO GENERATE BORROW

ALONG THE EDGE OF PAVEMENT AND THE DITCH SHOULDER POINT TO MINIMIZE

A VEGETATIVE BUFFER SHALL BE MAINTAINED BETWEEN THE DISTURBED AREA 3.

WIDENING MACHINE OR SIMILAR DEVICE.

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:

SHOULDER RECONSTRUCTION

TYP. SHOULDER WIDTH

DRAINAGE.

ENSURE POSITIVE

TIE TO EX. GRADE.

SHOULDER WEDGE

PTPC

100’ MIN100’ MIN

2’ WIDENING

INSIDE CURVE WIDENING

BRIDGE MILLING

EX. CONC. BRIDGE DECK

V4

EX. PAVEMENTEX. AWS

V2

EX. PAVEMENT

MAPS 6, 8, 19 & 21

V2 C3

D

U

T

D

18’-20’


2’2’


26’-38’


20’


30’-37’


20’-68’

U EXISTING ASPHALT

R1

V1

PAVEMENT SCHEDULE


T

V3

1�" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,


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

EXISTING CONCRETE ISLAND

V2

1" MILLING (FULL WIDTH)

0"-1�" MILLING (10’ CURB MILLING)

0’-1" MILLING (10’ CURB MILLING)

V4 1�" MILLING (FULL WIDTH)

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

AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD.

E1AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.

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

AGGREGATE SHOULDER BORROW

2’2’



DEPTH, LENGTH & WIDTH VARIES

EXISTING PAVEMENT

PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION

PATCHING EXISTING PAVEMENT

ACBC TYPE B25.0B OR ACSC TYPE S9.5B OR S9.5C


37’ 2’

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

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NA

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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

122020CPT.06.12.10431.1, etc

DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

LEGEND

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SHEET NO.PROJ. REFERENCE NO.

LIMITS

CONSTRUCTION

Y2

LIMITS

CONSTRUCTION

Y1

5

3

1

2

48’’ X 24’’

END

ROAD WORK

G20-2 A

48’’ X 48’’AHEAD

ROAD

W20-1

WORK1

2

ROAD

48’’ X 48’’

UNDER

CONST

48’’ X 48’’

LOW/SOFTSHOULDER

48’’ X 48’’W20-7 A

48’’ X 48’’

AHEAD

ROAD

W20-1

WORK

PLACED 250’ IN ADVANCE OF FLAGGER.

W7-3aP24’’ X 18’’XX MILES

NEXT

3

4

5

CONSTRUCTION LIMITS AND THEN SPACE 1 MILE THEREAFTER.

THEREAFTER. IF NO -Y- LINES EXIST, PLACE 2ND SET � MILE FROM THE

PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART

INSTALL WHEN -Y- LINES ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.

WITHIN 500’ OF EACH APPROACH. A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT

ARE SEPARATED BY 0.25 MILES OR LESS, TREAT AS A SINGLE UNIT AND INSTALL

EACH -Y- LINE APPROACH AS SHOWN ABOVE. FOR MULTIPLE -Y- LINES THAT

SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS. INSTALL 500’ +/- FROM

THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND

PLACE 500’ FOLLOWING THE END OF CONSTRUCTION LIMITS.

ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)

#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.

ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000’ ALONG -Y- LINE.

PLACE 1000’ PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.

-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.

-Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE

WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED

3) DEAD END ROADS

2) SUBDIVISION ROADS

1) LESS THAN 1000’ OF RESURFACING ALONG -Y- LINE

FOLLOWING -Y- LINE CONDITIONS:

NO REQUIRED STATIONARY SIGNING FOR THE


PL

AC

EM

EN

T

PE

R

DI

RE

CTI

ON

SI

GNI

NG

NO

TE

S

AN

D

MAINLINE (-L-) SIGNING -Y- LINE SIGNING

(SEE NOTE BELOW)

(SEE NOTE BELOW)

1 MILE SPACING

1000’ OR MORE

1000’ OR MORE

(SEE NOTE BELOW)

SIGNING FOR RESURFACING PROJECTS

(SEE NOTE BELOW)

1

2

3

5 4 3 3 4

1

5

4

5

1

334

2 LANE ROADWAYS

RURAL AND SUBURBAN

FOR

ADVANCE WARNING SIGNS

RESURFACING

SP 13107

SP 13106

2020CPT.06.12.10431.1, etc 13

DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

LEGEND

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LIMITS

CONSTRUCTION

Y2

LIMITS

CONSTRUCTION

Y1

5

3

1

2

48’’ X 24’’

END

ROAD WORK

G20-2 A

48’’ X 48’’AHEAD

ROAD

W20-1

WORK1

2

ROAD

48’’ X 48’’

UNDER

CONST

48’’ X 48’’

LOW/SOFTSHOULDER

48’’ X 48’’W20-7 A

48’’ X 48’’

AHEAD

ROAD

W20-1

WORK


W7-3aP24’’ X 18’’XX MILES

NEXT

3

4

5

CONSTRUCTION LIMITS AND THEN SPACE 1 MILE THEREAFTER.

THEREAFTER. IF NO -Y- LINES EXIST, PLACE 2ND SET � MILE FROM THE

PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART

INSTALL WHEN -Y- LINES ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.

WITHIN 500’ OF EACH APPROACH. A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT

ARE SEPARATED BY 0.25 MILES OR LESS, TREAT AS A SINGLE UNIT AND INSTALL

EACH -Y- LINE APPROACH AS SHOWN ABOVE. FOR MULTIPLE -Y- LINES THAT

SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS. INSTALL 500’ +/- FROM

THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND

PLACE 500’ FOLLOWING THE END OF CONSTRUCTION LIMITS.

ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)

#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.

ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000’ ALONG -Y- LINE.

PLACE 1000’ PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.

-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.

-Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE

WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED

3) DEAD END ROADS

2) SUBDIVISION ROADS

1) LESS THAN 1000’ OF RESURFACING ALONG -Y- LINE

FOLLOWING -Y- LINE CONDITIONS:

NO REQUIRED STATIONARY SIGNING FOR THE


PL

AC

EM

EN

T

PE

R

DI

RE

CTI

ON

SI

GNI

NG

NO

TE

S

AN

D

MAINLINE (-L-) SIGNING -Y- LINE SIGNING

(SEE NOTE BELOW)

(SEE NOTE BELOW)

1 MILE SPACING

1000’ OR MORE

1000’ OR MORE

SIGNING FOR RESURFACING PROJECTS

1

2

3

5 4 3 3 4

1

5

4

5

1

334

SP 13107

SP 13106

(SEE NOTE 1)

W/ SHOULDER SECTIONS

MULTI-LANE ROADWAYS

FOR RURAL AND SUBURBAN

ADVANCE WARNING SIGNS

RESURFACING

THE INTERSECTION.

APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH

"ROAD WORK AHEAD" (W20-1) SIGNS 500’ IN ADVANCE ALONG BOTH

INTERSECTIONS AS DIRECTED BY THE ENGINEER. PROVIDE PORTABLE

1) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED

NOTES:

2020CPT.06.12.10431.1, etc 14

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LEGEND

STATIONARY SIGN

FLOWDIRECTION OF TRAFFIC

1000’ +/- LIMITSCONSTRUCTION

FACILITIES

URBAN / SUBURBAN

WARNING SIGNS FOR

RESURFACING ADVANCE

NOTES:

BEGIN

48’’ X 48’’

ROAD

WORKSP-11299

W7-3aP

36’’ X 30’’

NEXT

XX MILES

URBAN / SUBURBAN WORKZONES

48’’ X 24’’

END

ROAD WORK G20-2 A

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

OTHER ITEMS OF WORK INCLUDED IN THE TEMPORARY TRAFFIC CONTROL (LUMP SUM) PAY ITEM.

CAN BE OBTAINED WITHIN THE MEDIAN AREAS.THESE PORTABLE SIGNS ARE INCIDENTAL TO THE

MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER WHERE LATERAL CLEARANCE

W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE DOUBLE INDICATED ON

BUT NOT LIMITED TO "ROUGH ROAD" W8-8, "UNEVEN LANES" W8-11, "GROOVED PAVEMENT"

SHALL BE USED TO WARN DRIVERS OF THE PRESENT CONDITIONS. THESE ARE TO INCLUDE,

8) IF MILLED AREAS ARE NOT PAVED BACK BY THE END OF THE WORK DAY, PORTABLE SIGNS

SECTION 104 OF THE NCDOT STANDARD SPECIFICATIONS AS EXTRA WORK.

7) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER

6) SIGN MOUNT LOCATIONS SHALL NOT BLOCK SIDEWALKS OR DRIVEWAYS.

CLEARANCE WITHIN THE MEDIAN AREA USE SHOULDER MOUNTS ONLY.

EDGE OF PAVEMENT OR THE FACE OF THE CURB. WHEN UNABLE TO OBTAIN THE LATERAL

5) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 2’ AS MEASURED FROM THE

INTERSECTION.

ALONG BOTH APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH THE

BY THE ENGINEER. PROVIDE PORTABLE "ROAD WORK AHEAD" (W20-1) SIGNS 500’ IN ADVANCE

4) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED INTERSECTIONS AS DIRECTED

3) ADVANCE WARNING SIGNS NOT REQUIRED ON NON-SIGNALIZED SIDE STREETS.

APPROVED.

RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT

SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW MANUFACTURER’S

WOOD OR U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY

2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE

WITH SPEED LIMITS OF 40 MPH OR LESS.

1) 48" x 48" SIZED SIGNS (SP- 11299) MAY BE REDUCED TO 36" X 36" ON ROADWAYS

2020CPT.06.12.10431.1, etc 15

D

D

D1

L2

L2

D2

D1

L1

L1

"Stretch" Operation

D2

L

L

L

L

70 ft

Low Speed Detection

L

L L

L1 L1

L2L1

Inductive Loop

edge of stop line

behind leading

Locate loop slightly Note:

6

5

4

3

of Turns

Number

High Speed Detection

/

Side Street Detection

Right Turn Lane DetectionLeft Turn Lane Detection

L

L

OR

OR

Presence Loop Placement at Stop Lines

L1

50 ft

L2OR

Presence Loop Detection Queue Loop Detection

Recommended Number of Turns

Quadrupole loops: Use 2-4-2 turns

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

23489

SEAL

PA

MEL

A L. ALEXA

NDE

R


SEAL

PREPARED BY:

SIG. INVENTORY NO.

SCALEREVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:

January 2015 JPG

PLA

N/A

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2:3

9

Channelized TurnStandard Turn

Typical Signal Loop Locations

< 250

250-375

375-525

ft

Lead-in

Length of

> 525

Lead-in > 150’, use 3 turns

Lead-in < 150’, use 2 turns

6’ X 15’ Loops:

detectors/channels

Wired to separate

Quadrupole loop

L = 6ft X 40ft

L = 6ft X 40ft Quadrupole loop L1 = 6ft X 15ft Queue detector

L2 = 6ft X 40ft Quadrupole loop

Wired in series

L = 6ft X 6ft

Quadrupole loop, wired separately

L = 6ft X 40ft

(<35 mph)(>40 mph)

40

45

50

55

170, and 2070L Controllers

Wired separately for TS2,

Controllers

Wired in series for TS1

L = 6ft X 6ft

Volume Density Operation

250

300

355

420

Speed Limit

mph ftSpeed Limit

mph

40

45

50

55

250

ft ft

300

355

420

80

90

100

110

Wired in series

L1 = 6ft X 6ft

Wired in series

L2 = 6ft X 6ft

Wired separately

L2 = 6ft X 6ft [Minimum] Presence loop

L1 = 6ft X 40ft Quadrupole loop

Wide Radius Turn

Shared Lane/

L1

Wide Radius Turn

L

(when wired separately):

Single 6’ X 6’ loop

lane

3) for an exclusive right turn

protected/permissive left turn

2) loop detects a permissive or

roadway

from edge of intersecting

1) stop line is greater than 15’

following conditions:

of stop line under any of the

Loop may be located in advance

TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

OL

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750 N. Greenfield Pkwy, Garner, NC 27529

Prepared in the Offices of:

1/30/2015

2020CPT.06.12.10431.1, etc 16

https://trust.docusign.com

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, etc2020CPT.06.12.10431.1, etc 17

SHEET NO. TOTAL NO.

18

1245000000-E 1260000000-E 1330000000-E 1491000000-E 1519000000-E 1520000000-E 1523000000-E 1524000000-E 1575000000-E 1704000000-E 2830000000-N 2845000000-N 7444000000-E

LENGTH WIDTH SHOULDER

RECONSTRUCTI

ON

AGGREGATE

SHOULDER

BORROW

1½"

MILLING

1" MILLING 0" TO 1.5"

MILLING

0" TO 1"

MILLING

INCIDENTAL

MILLING

BASE COURSE,

B25.0C

SURFACE

COURSE, S9.5B

LEVELING

COURSE, S9.5B

SURFACE

COURSE, S9.5C

LEVELING

COURSE, S9.5C

ASPHALT

BINDER FOR

PLANT MIX

PATCHING

EXISTING

PAVEMENT

ADJ. OF

MANHOLES

ADJ. OF METER

OR VALVE BOX

INDUCTIVE

LOOP SAWCUT

MI FT SMI TON SY SY SY SY SY TONS TONS TONS TONS TONS TONS TONS EA EA LF

2020CPT.06.12.10431.1 Harnett 1 NC 55

FROM US HWY 421 MP 7.30 TO END

MEDIAN ISLAND MP 7.40 1 2 2WD NO NO 0.1 50 0.20 32 3,004 44 265 4 16 3 350.00

0.1 0.20 32 3,004 44 265 4 16 3 350.00

2020CPT.06.12.10431.1 Harnett 2 NC 55

FROM END MEDIAN ISLAND MP 7.40

TO BEGIN CURB & GUTTER MP 12.07 2 2 2WU NO NO 4.67 24 9.30 1,510 400 6,051 83 368 140 2 2

4.67 9.30 1,510 400 6,051 83 368 140 2 2

2020CPT.06.12.10431.1 Harnett 3 NC 55

FROM BEGIN CURB & GUTTER (SR

2006) MP 12.07 TO NC 27 MP 12.82 3 3 2WU NO NO 0.75 36 8,800 267 1,406 20 85 23 23 10 1,150.00

0.75 8,800 267 1,406 20 85 23 23 10 1,150.00

2020CPT.06.12.10431.1 Harnett 4 NC 217

FROM CUMBERLAND COUNTY LINE

MP 0.00 TO SR 1779 MP 4.21 2 2 2WU NO NO 4.21 28 8.40 1,362 1,178 5,969 87 364 126 1 225.00

4.21 8.40 1,362 1,178 5,969 87 364 126 1 225.00

9.73 17.90 2,904 3,004 8,800 1,889 13,691 194 833 292 25 13 1,725.00

2020CPT.06.12.20431.1 Harnett 5 SR 1002

FROM I-5877 PROJECT LIMITS MP

1.58 TO US 301 MP 2.11 7 2 2WU NO NO 0.53 26 1.10 171 10,525 133 918 10 56 16 1 350.00

0.53 1.10 171 10,525 133 918 10 56 16 1 350.00

2020CPT.06.12.20431.1 Harnett 6 SR 1213

FROM NC 27 MP 0.00 TO SR 1229

MP 1.89 4 2 2WU NO NO 1.82 18 3.60 589 1,473 66

1.82 3.60 589 1,473 66

2020CPT.06.12.20431.1 Harnett 7 SR 1314

FROM SR 1291 MP 0.00 TO US 421

MP 0.43 6 2 2WU NO NO 0.43 18 0.90 139 89 316 566 7 52 13

0.43 0.90 139 89 316 566 7 52 13

2020CPT.06.12.20431.1 Harnett 8 SR 1314

FROM US 421 MP 0.43 TO END

MAINTANCE MP 3.55 5 2 2WU NO NO 3.12 22 6.20 1,009 178 229 3,432 50 243 94 2

3.12 6.20 1,009 178 229 3,432 50 243 94 2

2020CPT.06.12.20431.1 Harnett 9 SR 1516


MP 3.40 4 2 2WU NO NO 3.41 18 6.80 1,103 2,509 113

3.41 6.80 1,103 2,509 113

2020CPT.06.12.20431.1 Harnett 10 SR 1866

FROM SR 1793 MP 0.00 TO DEAD

END MP 0.27 8 2 2WU NO NO 0.27 20 44 182 3 12 8 1

0.27 44 182 3 12 8 1

2020CPT.06.12.20431.1 Harnett 11 SR 1912


END MP 0.29 9 2 2WU NO NO 0.29 30 3,403 44 325 4 21 9 1

0.29 3,403 44 325 4 21 9 1

2020CPT.06.12.20431.1 Harnett 12 SR 1913


END MP 0.20 9 2 2WU NO NO 0.2 30 2,347 228 3 15 6 1

0.2 2,347 228 3 15 6 1

2020CPT.06.12.20431.1 Harnett 13 SR 1918

FROM SR 1703 MP 0.00 TO CUL-DE-

SAC MP 0.20 10 2 2WU NO NO 0.2 20 2,581 44 153 2 10 10 1

0.2 2,581 44 153 2 10 10 1

2020CPT.06.12.20431.1 Harnett 14 SR 2006


MP 3.74 6 2 2WU NO NO 3.67 18 7.30 1,187 400 2,362 4,730 59 427 110 1

3.67 7.30 1,187 400 2,362 4,730 59 427 110 1

2020CPT.06.12.20431.1 Harnett 15 SR 2079


END MP 0.28 8 2 2WU NO NO 0.28 20 44 189 3 13 8 1

0.28 44 189 3 13 8 1

2020CPT.06.12.20431.1 Harnett 16 SR 2087

FROM SR 1779 MP 0.00 TO SR 2089

MP 0.28 8 2 2WU NO NO 0.28 18 44 171 2 11 8 1

0.28 44 171 2 11 8 1

2020CPT.06.12.20431.1 Harnett 17 SR 2089

FROM SR 2087 MP 0.00 TO SR 2303

MP 0.19 8 2 2WU NO NO 0.19 18 110 2 7 6 5

0.19 110 2 7 6 5

2020CPT.06.12.20431.1 Harnett 18 SR 2303

FROM SR 2089 MP 0.00 TO SR 1779

MP 0.13 8 2 2WU NO NO 0.13 18 44 84 1 6 4 3

0.13 44 84 1 6 4 3

2020CPT.06.12.20431.1 Harnett 19 SR 1777

FROM SR 1780 MP 0.00 TO NC 82

MP 1.46 7 2 2WU NO NO 1.46 23 2.90 472 19,700 89 54 1,694 25 106 44

1.46 2.90 472 19,700 89 54 1,694 25 106 44

2020CPT.06.12.20431.1 Harnett 20 SR 1780

FROM US 301 MP 0.00 TO RR TRACK

PAVEMENT JT MP 0.35 2, 11 2 2WU NO NO 0.35 37 0.70 103 411 44 692 10 42 8 1 350.00

0.35 0.70 103 411 44 692 10 42 8 1 350.00

2020CPT.06.12.20431.1 Harnett 21 SR 1780

FROM RR TRACK PAVEMENT JT MP

0.40 TO SR 1777 MP 0.88 2 2 2WU NO NO 0.48 24 1.10 167 1,056 1,215 35 732 8 46 14

0.48 1.10 167 1,056 1,215 35 732 8 46 14

17.11 30.60 4,940 31,281 2,581 411 5,750 2,412 6,978 10,170 136 4,036 53 1,246 358 3 16 700.00

26.84 48.50 7,844 34,285 2,581 9,211 5,750 4,301 6,978 10,170 136 17,727 247 2,079 650 28 29 2,425.00

TOTAL FOR MAP NO. 1

PROJECT NO COUNTY MAP NO ROUTE LANES LANE

TYPE

FINAL

SURFACE

TESTING

REQUIRED

WARM MIX

ASPHALT

REQUIRED

DESCRIPTION TYP NO

TOTAL FOR MAP NO. 2

TOTAL FOR MAP NO. 3

TOTAL FOR MAP NO. 4

TOTAL FOR MAP NO. 5

TOTAL FOR MAP NO. 6

TOTAL FOR PROJ NO. 2020CPT.06.12.10431.1

TOTAL FOR PROJ NO. 2020CPT.06.12.20431.1

3,004

TOTAL FOR MAP NO. 13






TOTAL FOR MAP NO. 7

TOTAL FOR MAP NO. 8

TOTAL FOR MAP NO. 9




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

PROJECT NO.

2020CPT.06.12.10431.1, 2020CPT.06.12.20431.1

36,866GRAND TOTAL

1308000000-E

6,161

8,800

14,961




1297000000-E

33,862

SHEET NO. TOTAL NO.

19

4413000000-E 4457000000-N 4510000000-N 4695000000-E 4697000000-E 4705000000-E 4710000000-E

LENGTH WIDTH WORK ZONE

ADVANCE/GE

NERAL

WARNING

SIGNING

TEMPORARY

TRAFFIC

CONTROL

LAW

ENFORCEMEN

T

4" X 90 M

WHITE

THERMO

4" X 90 M

YELLOW

THERMO

4" X 120 M

WHITE

THERMO

4" X 120 M

YELLOW

THERMO

8" X 90 M

WHITE

THERMO

8" X 120 M

WHITE

THERMO

12" X 90 M

WHITE

THERMO

12" X 90 M

YELLOW

THERMO

16" X 120 M

WHITE

THERMO

24" X 120 M

WHITE

THERMO

THERMO MSG

SCHOOL 120

M

THERMO RXR

120 M

THERMO LT

ARROW 90

M

THERMO RT

ARROW 90

M

THERMO STR

ARROW 90 M

THERMO STR

& RT ARROW

90 M

4" WHITE

PAINT

4" YELLOW

PAINT

CRYSTAL &

RED MARKERS

YELLOW &

YELLOW

MARKERS

MI FT SF LS HR LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA LF LF EA EA

2020CPT.06.12.10431.1 Harnett 1 NC 55

FROM US HWY 421 MP 7.30 TO END

MEDIAN ISLAND MP 7.40 1 2 2WD 0.1 50 11 1.00 40 1,056 800 1,000 380 37 3 3 1 1 60

0.1 11 1 40 1,056 800 1,000 380 37 3 3 1 1 60

2020CPT.06.12.10431.1 Harnett 2 NC 55

FROM END MEDIAN ISLAND MP 7.40

TO BEGIN CURB & GUTTER MP 12.07 2 2 2WU 4.67 24 523 49,315 780 46,796 1,210 100 12 5 2 35 387

4.67 523 49,315 780 46,796 1,210 100 12 5 2 35 387

2020CPT.06.12.10431.1 Harnett 3 NC 55

FROM BEGIN CURB & GUTTER (SR

2006) MP 12.07 TO NC 27 MP 12.82 3 3 2WU 0.75 36 84 390 12,672 195 75 7 24 6 21 110

0.75 84 390 12,672 195 75 7 24 6 21 110

2020CPT.06.12.10431.1 Harnett 4 NC 217

FROM CUMBERLAND COUNTY LINE

MP 0.00 TO SR 1779 MP 4.21 2 2 2WU 4.21 28 472 44,457 200 37,787 420 60 2 2 9 285

4.21 472 44,457 200 37,787 420 60 2 2 9 285

9.73 1,090 1 40 94,828 800 2,370 97,255 380 195 1,210 420 272 12 17 29 1 9 125 782

2020CPT.06.12.20431.1 Harnett 5 SR 1002

FROM I-5877 PROJECT LIMITS MP

1.58 TO US 301 MP 2.11 7 2 2WU 0.53 26 59 7,708 860 8,451 560 50 4 3 2 33 90

0.53 59 7,708 860 8,451 560 50 4 3 2 33 90

2020CPT.06.12.20431.1 Harnett 6 SR 1213


MP 1.89 4 2 2WU 1.82 18 204 19,219 16,335

1.82 204 19,219 16,335

2020CPT.06.12.20431.1 Harnett 7 SR 1314

FROM SR 1291 MP 0.00 TO US 421

MP 0.43 6 2 2WU 0.43 18 48 4,540 3,859

0.43 48 4,540 3,859

2020CPT.06.12.20431.1 Harnett 8 SR 1314

FROM US 421 MP 0.43 TO END

MAINTANCE MP 3.55 5 2 2WU 3.12 22 349 32,947 28,004

3.12 349 32,947 28,004

2020CPT.06.12.20431.1 Harnett 9 SR 1516


MP 3.40 4 2 2WU 3.41 18 382 36,009 30,606

3.41 382 36,009 30,606

2020CPT.06.12.20431.1 Harnett 10 SR 1866


END MP 0.27 8 2 2WU 0.27 20 30

0.27 30

2020CPT.06.12.20431.1 Harnett 11 SR 1912


END MP 0.29 9 2 2WU 0.29 30 32

0.29 32

2020CPT.06.12.20431.1 Harnett 12 SR 1913


END MP 0.20 9 2 2WU 0.2 30 22

0.2 22

2020CPT.06.12.20431.1 Harnett 13 SR 1918

FROM SR 1703 MP 0.00 TO CUL-DE-

SAC MP 0.20 10 2 2WU 0.2 20 22

0.2 22

2020CPT.06.12.20431.1 Harnett 14 SR 2006


MP 3.74 6 2 2WU 3.67 18 411 38,754 33,134

3.67 411 38,754 33,134

2020CPT.06.12.20431.1 Harnett 15 SR 2079


END MP 0.28 8 2 2WU 0.28 20 31

0.28 31

2020CPT.06.12.20431.1 Harnett 16 SR 2087

FROM SR 1779 MP 0.00 TO SR 2089

MP 0.28 8 2 2WU 0.28 18 31

0.28 31

2020CPT.06.12.20431.1 Harnett 17 SR 2089

FROM SR 2087 MP 0.00 TO SR 2303

MP 0.19 8 2 2WU 0.19 18 21

0.19 21

2020CPT.06.12.20431.1 Harnett 18 SR 2303

FROM SR 2089 MP 0.00 TO SR 1779

MP 0.13 8 2 2WU 0.13 18 15

0.13 15

2020CPT.06.12.20431.1 Harnett 19 SR 1777

FROM SR 1780 MP 0.00 TO NC 82

MP 1.46 7 2 2WU 1.46 23 164 15,418 13,106

1.46 164 15,418 13,106

2020CPT.06.12.20431.1 Harnett 20 SR 1780

FROM US 301 MP 0.00 TO RR TRACK

PAVEMENT JT MP 0.35 2, 11 2 2WU 0.35 37 47 3,696 555 3,810 230 95 165 2 7 3 2 33 20

0.35 47 3,696 555 3,810 230 95 165 2 7 3 2 33 20

2020CPT.06.12.20431.1 Harnett 21 SR 1780

FROM RR TRACK PAVEMENT JT MP

0.40 TO SR 1777 MP 0.88 2 2 2WU 0.48 24 54 5,597 5,958 95 65 2 50

0.48 54 5,597 5,958 95 65 2 50

17.11 1,922 17,001 1,415 18,219 790 190 280 4 11 6 4 146,887 125,044 66 160

26.84 3,012 1 40 111,829 800 3,785 115,474 380 195 1,210 1,210 190 552 12 4 28 35 1 13 146,887 125,044 191 942

TOTAL FOR MAP NO. 3

PROJECT NO COUNTY MAP NO ROUTE LANES LANE

TYPE

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

DESCRIPTION TYP NO

TOTAL FOR MAP NO. 4

TOTAL FOR MAP NO. 5

TOTAL FOR MAP NO. 6

TOTAL FOR MAP NO. 7

TOTAL FOR MAP NO. 8




TOTAL FOR MAP NO. 9






GRAND TOTAL

4686000000-E

19,634

99,625

119,259


4685000000-E

17,001TOTAL FOR PROJ NO. 2020CPT.06.12.20431.1

95,628TOTAL FOR PROJ NO. 2020CPT.06.12.10431.1




PROJECT NO.

2020CPT.06.12.10431.1, 2020CPT.06.12.20431.1

4725000000-E

21

56

4810000000-E

271,931

4900000000-N

226

907

1,133

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

77 271,931

4700000000-E

790

1,630

2,420

4721000000-E

4

12

16112,629

plans – revised – 1-29-19 6 letting/2-6-2019/df00248... · 1901 1900. 1876 1726 2009 2007 2012....

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