PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

SIGNATURE:

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

09/08/99

08-

AU

G-2014 10:0

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D266703

CO

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CT:

DC00086

AR

TM

E

N

N

A

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DE

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TOF TRA

SPO

RT

TIO

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TA

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OF N RTC

A

RO

LIN

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TOTAL = 3.14 MI.

Prepared in the Office of:

DIVISION OF HIGHWAYS5501 Barbados Blvd., Castle Hayne, NC 28429

TECHNICIAN

ROADWAY DESIGN

CMS

PENDER COUNTY

Henderson Field

Beasley

Creek

Virginia

Creek

Banks

Chan

nel

Greene

ChannelFutch

Creek

BLACK

RIV

ER

BLACK

RIV

ER

Thorou

ghfare

NO

RT

HE

AS

T

CAPE

FE

AR

RIV

ER

NORTH

EAST

CA

PE

FE

AR

RIVER

NORTHEAST

CAP

E

FEAR

RIV

ER

CAPE

FE

AR

RIV

ER

RIVER

Long

Long

Creek

Creek

BLACK

RIV

ER

BL

AC

K

RIVER

x

x

x

x

[408]

Bear Garden Tract WRC

Bear Garden Tract WRC

Bear Garden Tract WRC

x

x

Marlboro

Beasleys

Creek

Sa

wyer

Creek

Moores

Moores

Creek

Creek

Holly

Holly

Holly

Holly

Holly

Shelter

Shelter

Shelter

Shelter

Shelter

Creek

Creek

Creek

Creek

Creek

Kellys

Creek

Mill

Creek

Birch

Creek

Roscoe

Creek

Turkey

Turkey

Creek

Creek

Rileys

Creek

Rileys

Creek

Lillington Creek

Pik

e

Creek

Bekkie Creek

Godfrey

Creek

Harrisons

Harris

ons

Creek

Creek

Burga

w

Burgaw

Burgaw

Creek

Creek

Creek

White

Oak

Creek

Tuckahoe

Creek

Moores

Creek

Shaken

Creek

Shaken

Creek

Creek

Shaken

Shaken

Creek

Angola

Creek

Angola

Creek

Angola

Creek

Island

IslandCreek

Creek

Sills

Creek

Sills

Creek

Sills

Creek

Rock

Fish

Creek

Rock

Fish

Creek

Rock

Fish

Creek

RockFish

Creek

Doctors Creek

Cypress

Cypress

Creek

Creek

Lyon

Creek

Buckle

Creek

Buckle

Creek

Colvins

Creek

Colvins

Creek

Mile

Branch

Lon

g

Long

Creek

Creek

Morgans

Creek

Moores

Creek

Moores

Creek

Moores

Creek

Ha

w

Mill

Creek

Moores

Creek

Moores

Creek

Moores

Creek

Catskin

Catskin

Creek

Creek

MerricksCreek

Merricks

Creek

Horse

Branch

Horse

Bra

nch

Creek Rock Fi

sh

CSX

Railroad

CSX

Railroad

CSX

Railroad

CSX

Railroa

d

CS

X

Railro

ad

CS

X

Railro

ad

CS

X

Railro

ad

CS

X

Railro

ad

Railro

ad

CS

X

CS

X

Railro

ad

CAPE

NORTHEAST

FEAR

Clark’s Landing

Richards

Still Bluff

Point

Caswell

Rooks

Murphy’s

Crossroads

Sunnyside

Willard

Shaken

Maple Hill

Players

Hampstead

Annandale

Watts

Landing

Surf City

Pender Co. - Pop. 837

Onslow Co. - Pop. 335

Edgecombe

Woodside

Topsail

Scotts

Hill

Rocky

Point

Ashton

Highsmith

Long Creek

Montague

The Borough

Rhyne

Crossroads

Penderlea

Currie

Burgaw

Pop. 3,643

AtkinsonPop. 314

Van Eden

Watha

Pop. 174

Watha

Piney Wood

Costin

Wards

Corner

St. HelenaPop. 360

Walkers

Angola Bay

Game Land

Angola BayGame Land

Angola BayGame Land

Game Land

Holly Shelter

Game Land

Holly Shelter

Game Land

Holly Shelter

Game LandHolly Shelter

Game Land

Holly Shelter

Game Land

Holly Shelter

Game Land

Holly Shelter

Game LandHolly Shelter

Game Land

Holly Shelter

Pridgen Tract WRC

Blue Ridge

Airfield

Dennys

Montague

Bloodworth

Richards

Moore’s CreekNational

Battlefield

Yamacraw

Topsail

Beach

Pop. 448

Topsail

Soun

d

St.

Batts

Ave.

Topsail

St.

Anderson

Blvd.

N.

Anderson

Blvd.

Shore

Dr.

Shore

Dr.

Topsail

Dr.

River

Dr.

New

River

Dr.

Dan

Dr.

Owen

Topsail

Dr.

17

17

17

17

17

17

17

210

Barlowes210

21050

21050

50

50

50

50

210

50

210

210

210

210

210

210

210

117

117

117

117

117

117

BYP

117

BUS

117

BUS

117

117

117

117

117

117

117

11

11

117

11

11

11

11

11

11

11

133

133

133

210

210

210

210

210

210

210

210

210

210

53

53

5353

1153

1153

1153

1153

1153

1153

1153

421

421

421

421

421

421

421

421

11

421

11

421

11

421

421

421

53

53

53

53

53

53

53

53

50

50

50

50

50

50

CAPE

FEAR

RIVER

RIV

ER

BLACK

Thor

oughfare

40

133

117

117

117

40

40

40

40

40

40

40

40

40

40

40

40

210

210

210

210

Vista

FC

A

x

x

x

x

x

x

St.

398

390

N TIM

BE

RL

Y L

N

S W

AL

KE

R S

T

S WALKER ST

S WALKER ST

E CH

URCH

ST

W WILMIN

GTON ST

W C

HURCH S

T

N.T.S.

PRIMARY - PENDER CO.

MAP NO. 1 = 2.30 MI.

LOCATION:

1

MAP NO. 3 = 0.84 MI.MAP NO. 2 = 0.84 MI.

TYPE OF WORK: MILLING, RESURFACING, PAVEMENT MARKINGS & MARKERS, ETC.

Virginia

Creek

Banks

Chan

nel

1570

1570

1676

1675

1677

1678

1563

1563

1563

1564

1578

1670

1579

1561

1694

1607

1693

1706

1562

1561

1695

1679

1708

1682

1566

1710

1709

1699

1691

1680

1681

1679

1692

1566

1705

1618

1685

1673

1666

1667

1608

1642

1619

1560

1645

1622

1702

1568

1569

1569

15651565

1565

16091690

1653

1689

1688

1687

1687

1592

1593

1647

1567

1638

16391637

1575

1575

1652

1650

1650

16531651

1613

1614

1614

1615

1616

1570

1606

1674

1554

1556

1557

1558 1554

15531554

15591553

1551

1550

1552

1712

1713

1633

1634

1719

1693

1720

1721

1565

1714

1718

1717

1724

1694

1563

1693

1690

1715

1693

1728

1728

1676

1734

1733

1732

1716

1738

1739

1740

1737

1736

1735

1744

1743

1745

1742

1749

1748

1747

1746

1751

1750

1561

Bekkie Creek

CSX

Railroad

CSX

Railroa

d

Hampstead

Annandale

Watts

Landing

Woodside

Topsail

Topsail

Beach

Pop. 448

Topsail

Soun

d

Topsail

St.

Anderson

Blvd.

N.

Anderson

Blvd.

Shore

Dr.

Shore

Dr.

Dan

Dr.

Owen

17

17

17

50

50

50

210

210

210

Vista

BR

EA

KE

RS C

T

AD

MIR

AL C

T

CABIN C

T

DO

RY

CT

TOPSAIL G

REENS D

R

ENSIGN CT

FATH

OM C

TTU

GBO

AT C

T

CH

AMPIO

N D

R

RUDDER CT

CHAM

PION D

R

MAST CT

AZALE

A C

T

J E B

ATSO

N R

DKE

MPE

R R

D MASTERS LN

EAGLE L

N

ELSIE D

R

HARVEYS LN

ELSIE D

R

COLE D

R

FLE

MIN

G C

T

EM

ERS

ON C

T

RA

NSE

Y C

TVISTA LN

TI WIN

D

GENESIS C

T

VIS

TA L

N

N S

T JO

HNS C

HURCH R

D

LA

KE CIR HI

CKORY CIR

BELV

EDER

E CT

MALLAR

D B

AY R

D

DO

GW

OO

D CIR

LAKEVIEW D

R

PIN

E N

EE

DLE D

R

GO

LF T

ER

RA

CE C

T

SPRIN

G G

AR

DEN R

D

SPRIN

G G

ARDEN R

D

RA

VE

NS

WO

OD R

D

COOTS TR

S B

ELVED

ERE D

R

WEDGE

RD

BRENT ST

N G

REE

N T

EE R

D

MA

RS

HVIE

W R

D

S G

REE

N T

EE R

D

WHITE HERON COVE RD

GU

LL R

D

OLD

E POIN

T LO

OP

TOPS

AIL P

LA

NTATIO

N D

R

PEBBLE B

EAC

H D

R

DO

RAL D

R

DO

RAL D

R

MASTERS LN

BUNKER CT

BO

GE

Y C

T

RO

BERTS R

D

PINEH

URST

CIR

GOLF VIE

W D

R

RAIN

BO

W D

R

OAK CIR

RE

D BIR

D L

N

HIC

KO

RY P

OIN

T R

D

DARCY

CT

FAIR

WAY D

R

TE

AL CIR

WID

GEO

N D

R S B

ELVED

ERE D

R

RID

GE R

D

SO

UN

D VIE

W D

R N

GULL RD

SLO

OP P

OIN

T LO

OP R

D

SLOOP POINT LOOP RD

SC

OTC

H B

ON

NET W

AY

SA

ND D

OLL

AR L

N

CORAL CT

DOLPH

IN D

R

WINDY PT

HID

EA

WA

Y S

HO

RES R

D

SEA B

REEZE C

T INLET C

T

KINGS LANDING RD

KIN

GS L

AN

DIN

G C

T

CAPT

AIN B

EA

M B

LV

D

NE

WTO

N R

D

RA

EF

OR

D R

D

OLD

E P

OIN

T L

OO

P

DEER COVE R

D

BROWN PELICAN LNCO

RD

GR

ASS R

D

INDIG

O C

T

CRANE P

OIN

TE

CARDIN

AL A

CRES D

R

ORIO

LE D

R

AM

AN

DA LN

AMAN

DA

LN

BA

TES R

ET

RE

AT M

IDDLE P

OIN

T R

D

DIV

OT C

T

BA

Y T

REE CIR

AN

NAN

DALE T

RACE

SAND DOLLAR LN

AVIL

A A

V

OL

DE P

OIN

T R

D

SPAR C

T

OU

TRIG

GE

R C

T

FRIE

NDLY LN

GR

AN

DVIE

W D

R

CO

UNTRY C

LUB D

R

JE

RO

ME C

T

PA

TT

ON L

NS B

ELV

EDERE D

R

QUARTERMASTER CT

PLANK CT

LIGHTHOUSE CT

NA

UTIC

AL C

T

SW

EET B

AY C

T

DRAKE

RD

TR

ANSFER S

TATIO

N R

D

RO

BER

TS R

D

RA

VE

NS

WO

OD R

D

MA

GA

LIN

E D

R

AV

ER

YS R

D

POW MIA TR

MALL

ARD B

AY R

DMALL

ARD D

R

KIN

GS

LANDIN

G R

D

ZA

CH

AR

Y L

N

ST JO

HNS C

HURCH R

D

VELIN

ZA P

LA

NTATIO

N R

D

GOLD L

EAF

DR

OTT

AWAY

CT

WILD BERRY LN

N B

ELV

EDERE D

R

POST

OAK C

T

TW

ELV

E P

OIN

TER R

D

MALLARD BAY RD

HARB

OU

R VIL

LA

GE D

R

LO

NG L

EAF D

R

BLO

SS

OM CIR

LIBRARY D

R

AZ

ALEA D

R

BLU

EBIR

D L

N

N B

EL

VE

DE

RE D

R

ELDERBERRY CT

HEART

WO

OD D

R

FIR

EFLY D

R

CO

ASTAL

BLU

FFS C

T

OLDE POI

NT LOOP

PECAN CT

LEE

WAR

D L

N

HEART

WO

OD D

R

HEM

LOCK C

T

YAUPON CT

DIX

ON E

STATES D

R

AMBER CT

SH

AN

DY W

AY

EM

ER

ALD RID

GE D

R

LIN

DY C

T

CURRANT LN

GALLEY CT

KIS

KADEE C

T

PH

OEBE C

T

PAIN

TED B

UNTIN

G C

T

SHANDY

WAY

SUM

MER

SET LAN

DIN

G

CO

MPASS P

OIN

T

NAVIGATOR DR

N B

ER

TR

AM C

T

S B

ER

TR

AM C

T

MALLAR

D B

AY R

D

KONTIKI CT

JETTY C

T

INBOARD CT

HARPOON CT

DO

RA

L D

R

DO

RA

L D

R

SA

WG

RASS R

D

SAWGRASS R

D

WEATHERSBEE D

R

TWIN O

AKS D

R

DRIF

TW

OO

D D

R

TR

UM

PE

T S

T

CO

CK

LE S

T

COCKLE ST

SHELL ST

CONCH ST

ROYAL TERN DR

ROYAL TE

RN DR

CASPIAN TERN CT

WHIT

E S

AN

D R

D

BAY HARBO

R DR

BAY HARBOR D

R

BAY H

ARBO

R D

R

WIL

DW

OO

D CIR

WIL

DW

OO

D CIR

SHELLEY

RD

CRYSTAL

CT

CAN

VASBAC

K P

TC

AN

VAS

BA

CK P

T

E HIGH BLUFF DR

SA

ND

ER

LIN

G L

N

SANDERLIN

G CT

FO

REST D

R

TOPSAIL LAKE RD

TOPSAIL LAKE RD

SU

NSET C

T

WA

TTS L

AN

DIN

G R

D

WHIT

E O

AK D

R

LAN

DIN

G D

R

WIL

LW

OO

D L

N

WIL

LW

OO

D E

XT

JAM

AIC

A D

R JAM

AIC

A D

R

NASSAU

DR

NASSAU

RD

MAR

Y A

NN D

R

BER

MU

DA D

R

BAH

AM

A D

R

TOPS

AIL W

ATC

H D

R

TOPS

AIL W

ATC

H D

R

MO

ORES L

AN

DIN

G R

D

MO

ORES L

ANDIN

G R

D

MO

ORES LA

NDIN

G C

T

J W A

CRES L

N

RESTON BLUFF

HIL

LT

OP F

AR

M R

D

WATTS L

AN

DIN

G R

D

OYS

TE

R P

OIN

T L

N

SLEEP

Y HOLL

OW LN

HU

GH E

DENS L

N

BA

TS

ON R

D

DEN

NIS D

R

SALT H

OUSE R

D

BLAKES C

HAPEL

RD

AN

DRE

WS R

D

PELI

CAN W

ALK

BA

Y R

ET

RE

AT R

D

FU

LLE

R L

N

BA

TS

ON E

XT

AN

DR

EW J

AC

KS

ON R

D

OLD W

OO

DSID

E R

D

GR

OVES P

OIN

T D

R

LEWIS R

D

BAY RID

GE R

D

SLOOP POINT RD

EDENS LN

CROOKED CREEK TR

BATS

ON R

D

RA

YM

ON

D L

N

GA

NETT D

R

SPOT LN

KATERS LN

UNIO

N B

ET

HEL R

D

UNIO

N B

ETHEL R

D

GRIS

T MIL

L RD

ZO

NNIE LN

PINN

ACLE PKWY

CR

AB

CA

TC

HE

R C

T

S KINGFISHER LN

RE

DD B

AN

KS L

N

DUGALD LN

S G

RIS

T M

ILL R

D

KILLDEER DR

LAU

GHIN

G G

ULL LN

DO

WIT

CH

ER D

R

KIN

GR

AIL D

R

ROYAL TERN DR

GA

ZE

BO W

AY

E P

RO

MEN

ADE L

N

S S

TARG

AZER C

T

N S

TARG

AZER C

T

N S

EA LIL

Y C

T

S S

EA LILY C

T

E C

OLO

NN

ADE D

R

E C

OLO

NN

ADE D

R

DRIFTW

OO

D D

R

S S

HO

RE D

R

WEST RID

GE

EAST

RID

GE

NO

RTH RID

GE

N O

AK D

R

OAK

DR

S OAK D

R

N O

AK C

T

S O

AK C

TS

AN

D C

T

SO

UN

D C

T SH

ELL C

T

ISLAND CT

SO

UN

D D

R

SEAGULL CT

WIN

D JA

MMER DR

TEAC

HS C

T

MARITIM

E D

R

CR

UTC

HFIE

LD A

VE

N A

NDERSO

N B

LVD

CAT

HERIN

E A

VE

SID

BU

RY A

VE

NIX

ON A

VE

SU

NSET A

VE

GAYE A

VECAN

AD

Y A

VE

MO

NROE L

N

BAN

KS C

HAN

NEL C

T

S A

NDERSO

N B

LVD

S A

NDERSO

N B

LVD

BRIDGERS

AVE

S EVELYN

LN

S E

VELY

N L

N

MARITIM

E W

AY

HAY

WO

OD A

VE

CH

AN

NEL

BLV

DCAROLI

NA B

LVD

OCEAN B

LVD

OCEAN B

LVD

OC

EA

N B

LV

D

FLAKE A

VE

WARD A

VE

HIN

ES A

VE

CAROLI

NA B

LVD

KIN

G S

T

CH

AN

NEL

BLV

D

CRO

CKER A

VE

DR

UM A

VE

FLORID

A A

VE

SMIT

H A

VE

DARDEN A

VE

CLA

RK A

VE

CRE

WS A

VE

EMPIE A

VE

S S

HO

RE D

R

BO

NNETS C

T

CAR

OLI

NA

BLVD

FIE

LDS A

V

BRID

GERS

AVE

BEAC

HW

OO

D D

R

DUNES CT

HIS

PA

NIO

LA L

N

HO

RIZ

ON C

T

ATKIN

SO

N R

D

CUTLASS D

R

SEA P

ATH L

N

CH

AN

NEL B

EN

D

SAN

DY LN

N EVELYN

LN

HU

MPH

RE

Y A

VE

BLA

ND T

ER

CL

AM P

OIN

T D

R

QUARTER H

ORSE LN

FIELDCREST D

R

BLA

ND D

R

BLAND DR

N G

AD

WA

LL C

T

SHIP

YAR

D L

N

SLO

OP PO

INT R

D

NELL’S L

N

BALLAST POINT RD

FAMILY LN

BALLAST P

OIN

T R

D

SA

LT M

AR

SH L

N

N KIN

GFIS

HE

R L

N

HOLLY

HILL LN

S KIN

GFIS

HER L

N

TURNSTONE CT

CO

VE SID

E LN

PE

RG

OLA P

LA

CE

SUN

DAN

CE

CIR

CO

TTA

GE W

ALK

W C

OLO

NN

ADE D

R

W SCARBOROUGH CT

DUNLIN CT

WHIM

BR

EL W

AY

W LOON CT

DUCK CT RO

YAL TERN D

R

ALT

ON D RIV

ENBARK R

D

E IS

LAN

D VIE

W D

R

ME

AR

S CIR

SCARLET CT

W IS

LAN

D VIE

W D

R

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NO.: 3

CR.10711.161

3CR.10711.161

AUGUST 28, 2014

0.11 MILES NORTH OF TOPSAIL GREENS DRIVE IN PENDER COUNTY.US 17 FROM 0.22 MILES SOUTH OF SR 1565 ( COUNTRY CLUB DRIVE) TO

SHEET NO.PROJECT REFERENCE NO.

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EXISTING

U

M.E.M.E.

U

PAVEMENT

V V

PAVEMENT SCHEDULE

EXISTING PAVEMENT.U

EXISTING CONCRETE 2’-6" CURB & GUTTER

MILLING BITUMINOUS PAVEMENT. 2" DEPTH.

EXISTING

M.E.M.E.

U

C

59’ - 78’TYPE S9.5C, AT AN AVERAGE RATE OF 224 LBS. PER SQ.YD.

PROP. APPROX. 2" DEPTH ASPHALT CONCRETE SURFACE COURSE,

V

C

C C

V

2’-4’ 4’

EXISTING

M.E.M.E.

U

C

V

2’-4’4’

GRADE

POINT

GRADE

POINT

GRADE

POINT

PAVEMENTEXIST.

PAVEMENTEXIST.

28’-52’28’-40’

NBSB

TYPICAL SECTION NO. 2

R

RR

TYPICAL SECTION NO. 1

MP 0.00 - MP 2.30

US 17 / NC 210

MAP NO. 1

MP 2.30 - MP 3.14

US 17 / NC 210

MAP NO. 2

MP 2.30 - MP 3.14

US 17 / NC 210

MAP NO. 3

EXIST. EXIST.

3CR.10711.161

TYPICAL SECTION NO. 3

0’-18’ 0’-18’

LENGTH & WIDTH VARIES

AS DIRECTED BY ENGINEER

EXISTING ASPHALTIC PAVEMENT

EXISTING BASE

EXISTING SUBCROWN MATERIAL

DETAIL NO. 1

LENGTH & WIDTH

VARIES

EXISTING ASPHALTIC PAVEMENT

EXISTING BASE

EXISTING SUBCROWN MATERIAL

6"

DETAIL NO. 2

LENGTH & WIDTH

VARIES

EXISTING SUBCROWN MATERIAL

EXISTING ASPHALTIC PAVEMENT

EXISTING BASE

DETAIL NO. 3

LENGTH & WIDTH VARIES

1" - 2"EXISTING ASPHALTIC PAVEMENT

EXISTING SUBCROWN MATERIAL

EXISTING BASE

DETAIL NO. 4

SAW AND REMOVE EXISTING BROKEN-UP ASPHALT PAVEMENT

OVERLAY PAVEMENT WITH 1" - 2" SURFACE COURSE

AS DIRECTED BY THE ENGINEER.

TO NEAT LINES AND REPLACE WITH SURFACE COURSE,

AS DIRECTED BY THE ENGINEER

AS DIRECTED BY THE ENGINEER.

BASE, INTERMEDIATE AND SURFACE COURSE, AND PAVEMENT REMOVAL,

COURSE, INTERMEDIATE COURSE, OR SURFACE COURSE OR A COMBINATION OF

EXISTING LOOSE BASE AND/OR SUBCROWN MATERIAL AND REPLACE WITH BASE

SAW AND REMOVE EXISTING ASPHALT PAVEMENT TO NEAT LINES AND REMOVE

THE ENGINEER.

AND SURFACE COURSE, AND PAVEMENT REMOVAL, AS DIRECTED BY

COURSE OR SURFACE COURSE OR A COMBINATION OF BASE, INTERMEDIATE

TO BE REMOVED AND REPLACED WITH BASE COURSE, INTERMEDIATE

EXISTING ASPHALT PAVEMENT BASE AND/OR SUBCROWN MATERIAL

BRIDGE WIDTH

5/8"

MIN.

SYMMETRICAL ABOUT THIS

C

L

BRIDGE HALF TYPICAL SECTION

FOR BRIDGES WITH FLOOR DRAINS, CARE

WEARING SURFACE AROUND FLOOR DRAINS SO

SHALL BE EXERCISED IN

PLACING THE AS NOT

TO HINDER EFFECTIVE DRAINAGE. ALL DRAINS SHALL BE LEFT OPEN.

THE PROPOSED WEARING SURFACE SHALL VARY IN THICKNESS AS

NECESSARY TO PROVIDE A SMOOTH RIDING SURFACE. A THICKNESS

OF NOT LESS THAN 5/8" SHALL BE PROVIDED. THE MAXIMUM

UNLESS IT IS IMPRACTICAL

TO PROVIDE A SMOOTH RIDING SURFACE OTHERWISE.

THICKNESS SHALL PREFERABLY BE 1-1/2"

1/2

C

LROADWAY

ASPHALT WEARING SURFACE

DETAILS OF REPAIRING EXISTING PAVEMENT PRIOR

VARIES

TO RESURFACING FOR FULL DEPTH AND MILLING

LENGTH & WIDTH VARIES

EXISTING ASPHALTIC PAVEMENT

EXISTING SUBCROWN MATERIAL

EXISTING BASE

AS DIRECTED BY THE ENGINEER.

DETAIL NO. 5

VAR.

OVERLAY PAVEMENT WITH LEVELING COURSE

SHEET NO.PROJECT REFERENCE NO.

OR NON-RESURFACABLE BRIDGE DECKS

EXISTING CONCRETE PAVEMENT

BEGINNING OR END OF MAP,

PRIOR TO OPENING THE LANE TO TRAFFIC.

LAYER OF SURFACE COURSE IS NOT PLACED

TO ENSURE SMOOTH TRAVEL IF THE FINAL

BE REQUIRED IMMEDIATELY AFTER MILLING

NOTE: A TEMPORARY ASPHALT WEDGE WILL

MILL EXISTING PAVEMENT

OF SURFACE COURSE

APPROX. THICKNESS

50’

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3CR.10711.161

TOTAL NO. TOTAL NO.

PROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE TYPE

FINAL SURFACE TESTING REQUIRED

WARM MIX ASPHALT REQUIRED

LENGTH WIDTH  INC. STONE BASE 

 2" MILLING   SURFACE COURSE, S9.5C 

 LEVELING COURSE, S9.5C 

 ASPHALT BINDER FOR PLANT MIX 

 PATCHING EXISTING PAVEMENT 

(FULL DEPTH) 

 PATCHING EXISTING PAVEMENT 

(MILL) 

 PATCHING EXISTING PAVEMENT S9.5B (MILL) 

 2'‐6" CONCRETE CURB & GUTTER 

 2'‐6" CURB & GUTTER, REMOVE & REPLACE 

 REMOVE CURB RAMP 

 ADJ. OF CATCH BASIN 

 ADJ. OF DROP INLET 

 ADJ. OF MANHOLES 

 PORTABLE LIGHTING 

 INDUCTIVE LOOP 

SAWCUT 

 LEAD‐IN CABLE (14‐2) 

NO NO NO MI FT TONS SY TONS TONS TON TON TON TON LF LF EA EA EA EA LS LF LF

3CR.10711.161 Pender 1 US 17 / NC 210 

MILLING & RESURFACING FROM 0.22 MI. SOUTH OF SR 1565 (COUNTRY CLUB DR.) TO BEGIN DIVIDED HWY 1 5 M2 NO NO 2.3 68.5 60 87,193 10,742 180 645 50 100 5 30 105 2 1 1 8 1 6,300 900

2.3 60 87,193 10,742 180 645 50 100 5 30 105 2 1 1 8 1 6,300 900

3CR.10711.161 Pender 2 US 17 NBL/NC 210

MILLING & RESURFACING FROM 0.29 MI. SOUTH OF SR 1563 (SLOOP PT. LOOP DR.) TO 0.11 NORTH OF 

TOPSAIL GREENS DR. (BEGIN DIVIDED HWY.) 2 2 MD NO NO 0.84 40 75 22,830 2,813 166

0.84 75 22,830 2,813 166

3CR.10711.161 Pender 3 US 17 SBL/NC 210

MILLING & RESURFACING FROM 0.11 MI. NORTH OF TOPSAIL GREENS DR. TO 0.29  MI. SOUTH OF SR 1563 

(SLOOP PT. LOOP RD.)  END DIVIDED HWY. 3 2 MD NO NO 0.84 34 15 17,835 2,197 130

0.84 15 17,835 2,197 1303.98 150 127,858 15,752 180 941 50 100 5 30 105 2 1 1 8 1 6,300 900

3.98 150 127,858 15,752 180 941 50 100 5 30 105 2 1 1 8 1 6,300 900GRAND TOTAL

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

SHEET NO.3CR.10711.161

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

TOTAL FOR MAP NO. 3TOTAL FOR PROJ NO. 3CR.10711.161

SHEET NO. TOTAL NO.

4399000000‐N 4400000000‐E 4420000000‐N 4510000000‐N 4710000000‐E 4721000000‐EPROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE 

TYPELENGTH WIDTH TEMPORARY 

TRAFFIC CONTROL

WORK ZONE SIGNS 

(STATIONARY)

PORTABLE CHANGEABLE MESSAGE SIGN

LAW ENFORCEMENT

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 90 M YELLOW THERMO

12" X 90 M WHITE THERMO

12" X 90 M YELLOW THERMO

24" X 120 M WHITE THERMO

THERMO MSG SCHOOL 120 

M

THERMO LT ARROW      90 

M

THERMO STR ARROW     90 

M

THERMO RT ARROW      90 

M

THERMO STR & RT ARROW  

90 M

THERMO LT STR RT 

ARROW 90 M

NO NO NO LS SF EA HR LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA

3CR.10711.161 Pender 1 US 17 / NC 210 

MILLING & RESURFACING FROM 0.22 MI. SOUTH OF SR 1565 (COUNTRY CLUB DR.) TO BEGIN DIVIDED HWY 1 5 M2 2.3 68.5 1 441 2 160 326 8,762 29,002 629 592 48 181 719 24 85 40 17 3 2

2.3 1 441 2 160 326 8,762 29,002 629 592 48 181 719 24 85 40 17 3 2

3CR.10711.161 Pender 2 US 17 NBL/NC 210

MILLING & RESURFACING FROM 0.29 MI. SOUTH OF SR 1563 (SLOOP PT. LOOP DR.) TO 0.11 NORTH OF 

TOPSAIL GREENS DR. (BEGIN DIVIDED HWY.) 2 2 MD 0.84 40 4,471 4,411 3,038 28 45 20 119 6 17 7

0.84 4,471 4,411 3,038 28 45 20 119 6 17 7

3CR.10711.161 Pender 3 US 17 SBL/NC 210

MILLING & RESURFACING FROM 0.11 MI. NORTH OF TOPSAIL GREENS DR. TO 0.29  MI. SOUTH OF SR 1563 

(SLOOP PT. LOOP RD.)  END DIVIDED HWY. 3 2 MD 0.84 34 4,471 4,415 2,303 14 45 9 18 2

0.84 4,471 4,415 2,303 14 45 9 18 23.98 1 441 2 160 9,268 8,826 14,103 29,044 629 682 48 201 838 24 100 75 26 3 2

3.98 1 441 2 160 9,268 8,826 14,103 29,044 629 682 48 201 838 24 100 75 26 3 21,311

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

TOTAL FOR MAP NO. 3

4685000000‐E

18,094TOTAL FOR PROJ NO. 3CR.10711.161

4700000000‐E

18,094GRAND TOTAL

4686000000‐E

43,147

43,147 249

4725000000‐E

228

228

249

4695000000‐E

1,311

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

PROJECT NO.3CR.10711.161

PROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES

NO NO NO

3CR.10711.161 Pender 1 US 17 / NC 210 

MILLING & RESURFACING FROM 0.22 MI. SOUTH OF SR 1565 (COUNTRY CLUB DR.) TO BEGIN DIVIDED HWY 1 5

3CR.10711.161 Pender 2 US 17 NBL/NC 210

MILLING & RESURFACING FROM 0.29 MI. SOUTH OF SR 1563 (SLOOP PT. LOOP DR.) TO 0.11 NORTH OF 

TOPSAIL GREENS DR. (BEGIN DIVIDED HWY.) 2 2

3CR.10711.161 Pender 3 US 17 SBL/NC 210

MILLING & RESURFACING FROM 0.11 MI. NORTH OF TOPSAIL GREENS DR. TO 0.29  MI. SOUTH OF SR 1563 

(SLOOP PT. LOOP RD.)  END DIVIDED HWY. 3 2

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

TOTAL FOR MAP NO. 3

TOTAL FOR PROJ NO. 3CR.10711.161

GRAND TOTAL

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

SHEET NO. TOTAL NO.

4900000000‐NTHERMO LT & RT ARROW   

90 M

THERMO YIELD SYMBOL 24" X 90 M

YELLOW & YELLOW MARKERS

SNOW PLOWABLE MARKERS (C/R)

SNOW PLOWABLE MARKERS (Y/Y)

EA EA EA EA EA

1 14 526 3141 14 526 314

10 185 410 185 4

11 139 411 139 4

1 21 14 850 322

1 21 14 850 322

4905000000‐N

1,172

1,172

PROJECT NO.3CR.10711.161

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8/17/99

PAVEMENT MARKING DETAILS

2"

3"

(STD. DWG 1251.01)

RAISED PAVEMENT MARKER (Y/Y TYP.)

MONOLITHIC CONCRETE ISLAND

(SEE STANDARD DRAWINGS 852.01, 852.02, & 852.06 FOR DETAILS.)

20’

6"*

*DIMENSIONS FOR ISLANDS LESS THAN 4’-0"

2’-0" MIN. *

FOR CONCRETE ISLANDS

PAVEMENT MARKER DETAIL

3CR.10711.161

1-1

2

1-1

2

SEE TITLE BLOCK

SHEET NO.PROJECT REFERENCE NO.

CONTRACT STANDARDSAND DEVELOPMENT UNIT

07

-NO

V-2

01

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ONLY

ONLY

ON

LY

ON

LY

1 MILE OR LESS MORE THAN 1 MILE

60’

LANE LINE

WHITE SKIP

LANE LINE

WHITE SKIPLANE LINE

WHITE "WIDE"

LANE LINE

WHITE "WIDE"

MINI-SKIP LINE

WHITE "WIDE" 3’-9’/SP

MINI-SKIP LINE

WHITE "WIDE" 3’-9’/SP

55 MPH = 450’ =

40-50 MPH = 200’

35 MPH = 150’ =

75’ 75’

TYP. TYP.

55 MPH = 450’ =

40-50 MPH = 200’

35 MPH = 150’ =

60’

55 MPH = 450’ =

40-50 MPH = 200’

35 MPH = 150’ =

60’

ONLY

ONLY

ONLY

TRAFFIC FLOW

DIRECTION OF

LANE DROP AT AN INTERSECTION

2- LANE LINES INDICATED AS "WIDE" SHALL BE AT LEAST TWICE THE WIDTH OF THE NORMAL LINE.

ROADWAY STANDARD DRAWING 1205.04.

1- USE THE GUIDANCE SHOWN ON THE ABOVE DETAILS IN CONJUNCTION WITH INTERSECTION GUIDANCE SHOWN ON

GENERAL NOTES:

LANE DROP AT AN INTERSECTION WITH AN AUXILIARY LANE

LANE LINE

WHITE SKIP

MINI-SKIP LINE

WHITE "WIDE" 3’-9’/SPLANE LINE

WHITE "WIDE"

9/14/11

REVISED

75’ TYP. 75’ TYP.

250’ MAX.

250’ MAX.

250’ MAX.

9/14/11

REVISED

75’

TYP. TYP.

75’

SIGN, R3-7R OR R3-7L, ASSOCIATED WITH THE LANE DROP.

THE INTERSECTION THAN THE MOST UPSTREAM REGULATORY

THE LANE DROP MARKINGS SHOULD BEGIN NO CLOSER TO

SIGN, R3-7R OR R3-7L, ASSOCIATED WITH THE LANE DROP.

THE INTERSECTION THAN THE MOST UPSTREAM REGULATORY

THE LANE DROP MARKINGS SHOULD BEGIN NO CLOSER TO

J. HOWERTON 10/5/11

s:joel/12 Stds to Special Details/560d01

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

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

DATE:ORIGINAL BY:

MODIFIED BY:

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SHEET OF SHEET OF1 3 1 3

W = WIDTH OF TRAVEL LANE SYMBOLS & CHARACTERS

PAVEMENT MARKING

LEGEND

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1-12

1-12

SEE TITLE BLOCK

SHEET NO.PROJECT REFERENCE NO.

CONTRACT STANDARDSAND DEVELOPMENT UNIT

26-

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T-2011 14:4

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CENTER TEXT IN LANES

SPACING = 10’’ MIN./30’’ MAX. (USE EQUAL SPACING BETWEEN LETTERS)

SINGLE LANE WIDTH "SCHOOL"

8’-

4’’

4’’

12’’

6’’

6’’

16’’4’’

16’’

7’-0’’

16’’16’’

TYP.

6’-

0’’

11�’’

2�’’

TRANSVERSE BAND

24’’ WHITE

8’<W<9’

9’<W<12’

W>12’ 10’

8’

7’

50’

24’’ WHITE

TRANSVERSE BAND

LANE WIDTH

O.C.

LANE

CL

16’’

7’

48’

20’

6’

7’

14’

O.C.

WHITE

ALI

GN "

R"

WI

TH "

X"

14’

CENTER TEXT IN LANE

8’-

4"

8’-

4"

LETTER WIDTH = 16’’

LETTER HEIGHT = 8’-4’’

SPACING = 4’’ MIN./8’’ MAX. (USE EQUAL SPACING BETWEEN LETTERS)

27’

27’

O.C.

O.C.

8’-

4"

PART 7 OF THE MUTCD MAY ALSO BE USED.

NOTE: THE TWO-LANE PAVEMENT MARKING DIMENSIONS OF "SCHOOL" SHOWN IN

9’-8’’ MIN. TO 11’-4" MAX.

9/14/11

REVISED

9/14/11

REVISED

STANDARD DRAWING 1205.11 FOR ADDITIONAL PAVEMENT MARKING GUIDANCE.

BANDS WILL BE PAID FOR UNDER A SEPARATE PAY ITEM. REFER TO ROADWAY

PAID FOR UNDER TWO SEPARATE PAY ITEMS. THE TWO (2) 24" TRANSVERSE

OF TWO (2) CHARACTERS AND TWO (2) 16" LINES (FORMING AN X) WHICH ARE

2- PAVEMENT MARKING ADVANCE OF A HIGHWAY-RAIL CROSSING SHALL CONSIST

PAVEMENT MARKING GUIDANCE.

PAY ITEM. REFER TO ROADWAY STANDARD DRAWING 1205.10 FOR ADDITIONAL

TW0 (2) 24" TRANSVERSE BANDS WILL BE PAID FOR UNDER A SEPARATE

1- THE SCHOOL PAVEMENT MARKING CONSISTS OF SIX (6) CHARACTERS. THE

GENERAL NOTES:

J. HOWERTON 10/5/11

s:joel/12 Stds to Special Details/560d01

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

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

DATE:ORIGINAL BY:

MODIFIED BY:

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MULTI-LANE WIDTH "SCHOOL"

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SHEET OF SHEET OF3 83 8

LETTER HEIGHT = 10’ MIN.

LETTER WIDTH = 20’’

24’’ WHITE TRANSVERSE BAND

10’

MI

N.

7’-

6’’

24’’ WHITE TRANSVERSE BAND

14’-2’’ MIN. TO 22’-6" MAX.

7’-

6’’

(FEET)

WIDTH OF

"X" (FEET)

LANE

WIDTH

8’’ 8’’

WIDTH OF "X"

24’’ WHITE TRANSVERSE BAND

24’’ WHITE TRANSVERSE BAND

RAILROAD RXR SYMBOL

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

PLACED 500’ IN ADVANCE OF FLAGGER.

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

*

*

* *

* *

*

*

SIGNING FOR ASPHALT SURFACE TREATMENTS (ONLY)

STARTING WITH "UNMARKED PAVEMENT AHEAD" (SP 06026) FOLLOWED BY "LOOSE GRAVEL" (W8-7).

SUBSTITUTE LOW/SOFT SHOULDER SIGNS BY ALTERNATING THE FOLLOWING TWO SIGNS:

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SHEET NO.PROJ. REFERENCE NO.

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

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DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

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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

PLACED 500’ IN ADVANCE OF FLAGGER.

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

1

2

3

5 4 3 3 4

1

5

4

5

1

334

SP 13107

SP 13106

(SEE NOTE 1)

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:

ROADWAYS WITH SHOULDER SECTIONS

SIGNING FOR RURAL AND SUBURBAN MULTI-LANE

(DIVIDED OR UNDIVIDED)

(DIVIDED OR UNDIVIDED)

W/ SHOULDER SECTIONS

MULTI-LANE ROADWAYS

FOR RURAL AND SUBURBAN

ADVANCE WARNING SIGNS

RESURFACING

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SHEET NO.PROJ. REFERENCE NO.

LEGEND

SIGN (CMS)CHANGEABLE MESSAGE

STATIONARY SIGN

FLOWDIRECTION OF TRAFFIC

TRAFFIC DRUM

4200’ +/- 1000’ +/- LIMITSCONSTRUCTION

SHOULDER

SHOULDER

1000’ +/- LIMITSCONSTRUCTION

SHOULDER

SHOULDER

DIVIDED MEDIAN - 46’ OR GREATER WIDTH

BEGIN

48’’ X 48’’

ROAD

WORKSP-11299

48’’ X 48’’

W20-1

CHANGEABLE MESSAGESIGN

RIGHT

LANE

CLOSED

NO. 1

MESSAGE

MERGE

LEFT

NO. 2

MESSAGE

2 MILES TO PROJECT LIMITS

W7-3aP

36’’ X 30’’

NEXT

XX MILES

BEGIN

48’’ X 48’’

ROAD

WORKSP-11299

W7-3aP36’’ X 30’’

NEXT

XX MILES

CHANGEABLE MESSAGESIGN

LEFT

LANE

CLOSED

NO. 1

MESSAGE

MERGE

RIGHT

NO. 2

MESSAGE

2 MILES TO PROJECT LIMITS

CHANGEABLE MESSAGESIGN

ROAD

WORK

NO. 1

MESSAGE

2 MILES

AHEAD

NO. 2

MESSAGE

MESSAGE

INACTIVE WORK ZONE

MESSAGE

ACTIVE WORK ZONE

CHANGEABLE MESSAGESIGN

ROAD

WORK

NO. 1

MESSAGE

BEGINS

2 MILES

AHEAD

NO. 2

MESSAGE

MESSAGE

INACTIVE WORK ZONE

MESSAGE

ACTIVE WORK ZONE

DIVIDED MEDIANS WITH WIDTHS 46’ OR GREATER

60 MPH�»

HIGH SPEED FACILITIES

WARNING SIGNS FOR

RESURFACING ADVANCE

ROAD

WORK

AHEAD

BARRIER

MEDIAN

CONCRETE

DIVIDED MEDIANS WITH WIDTHS LESS THAN 46’ OR WITH PERMANENT MEDIAN BARRIER

NOTES:

48’’ X 24’’

END

ROAD WORK G20-2 A

48’’ X 24’’

END

ROAD WORK G20-2 A

TEMPORARY TRAFFIC CONTROL (LUMP SUM) PAY ITEM.

OF 46’ OR GREATER. THESE PORTABLE SIGNS ARE INCIDENTAL TO THE OTHER ITEMS OF WORK INCLUDED IN THE

DOUBLE INDICATED ON MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER AND WITH DIVIDED MEDIANS

"UNEVEN LANES" W8-11, "GROOVED PAVEMENT" W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE

DRIVERS OF THE PRESENT CONDITIONS. THESE ARE TO INCLUDE, BUT NOT LIMITED TO "ROUGH ROAD" W8-8,

6) IF MILLED AREAS ARE NOT PAVED BACK BY THE END OF THE WORK DAY, PORTABLE SIGNS SHALL BE USED TO WARN

"END ROAD WORK" (G20-2a) AT THE END OF EXIT RAMPS WITHIN THE WORK ZONE.

5) INSTALL "ROAD WORK AHEAD"(W20-1) ALONG ENTRANCE RAMPS 500’ PRIOR TO RAMP TERMINAL, AND

STANDARD SPECIFICATIONS AS EXTRA WORK.

4) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER SECTION 104 OF THE NCDOT

3) FOR MEDIAN WIDTHS LESS THAN 46’ (MEASURED EDGELINE TO EDGELINE) USE THE BOTTOM DRAWING.

MANUFACTURER’S RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT APPROVED.

PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW

2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR U-CHANNEL SUPPORTS.

1) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 6’ AS MEASURED FROM THE EDGE OF PAVEMENT.

__________

I '

I PROJ£CT REF£R£HCE liO. SH£0 NO.

High Speed Detection low Speed Detection 13CR.10711.161 I .

[;?:40 mph (64 km/hr)] [:;:35 mph (56 km/hr)]

- - - - - - - -- - - - - - - -

OR .J-.J- - -- - - - - -

OL OL1 - QL2 - - - - - - - - - OR - - - - - - - -OL1 'V QL2 .J- .J-

O L 'V

01� l - OL - L

I. .I 1 - - - -

'V OL 'V L 0 I I

�70 ft� l Speed Limit

(20m) 0 L =6ft X 6ft {1.8m X 1.8m) Speed Limit L1 = 6ft X 6ft

mph (km/hr) (m) 01 02 ft Wired in series for TS1 mph (km/hr) ft ( m) ft (m) (1.8m X 1.Bm) 40 (64) 250 (75) Controllers Wired in series L =6ftX6ft (1.8m X 1.Bm) L =6ft X 40ft (1.8m X 12.0m) 40 (64) 250 (75) 80 (25) Wired in series 45 (72) 300 (90) Wired separately for TS2, Quadrupole loop, wired separately 45 (72) 300 (90) 90 (27) L2 = 6ft X 6ft 50 (80) 355 (110) 170, and 2070L Controllers (80) (110) (30) 55 (88) 420 (130) 50 355 100 ( 1.8m X 1.8m)

55 (88) 420 (130) 110 (35) Wired in series

Volume Density Operation "Stretch" Operation

left Turn lane Detection =-. L1 r==" Right Turn lane Detection

I

� L1 = 6ft X 40ft (1.8m X 12.0m) Quadrupole loop I L2 = 6ft X 6ft (1 .am X 1 .am) [Minimum] Presence loop

- - - - - - - - - - - - - - - - Wired separately I ... t ,. L3 = 6ft X 20ft (1.8m X S.Om) Quadrupole loop

.J- L OR .J- L10 L2 Wired in series

- - Standard Turn - - - - - - - - - - - - - - - -

'V 'V

l -=--- L1 L2 "' cl,'� "'

1� r·o ft-1 I :�r L = 6ft X 40ft (1.8m X 12.0m) Quadrupole loop (15m)

L1 =6ft X 15ft (1.8m X 4.6m) aueue detector I L2 = 6ft X 40ft {1.8m X 12.0m) Quadrupole loop

I I 4r> ... t t> 4r>

Presence Loop Detection Queue Loop Detection Wide Radius Turn Channelized Turn

r

Side Street Detection Presence loop Placement at Stop lines Recommended Number of Turns -

� -;;;= Single 6' X 6' (1.Bm X 1.8m) Quadrupole loops: Use 2-4-2 turns loop (wired separately}:

Locate loop slightly I

m� L = 6ft X 40ft (1.8m X 12.0m) behind leading Length of Number

Quadrupole loop edge of stop line \ Lead-in of Turns Wired to separate Note: ft (m)

I detectors/channels Loop may be located in advance < 250 (75) 3

L L 250-375 (75·115) 4 of stop line when stop line is

I I =j greater than 15' (4.5m) from edge 375·525 (115-160) 5 -Inductive Loop > 525 (160) 6

of intersecting roadway; or, when loop detects a permissive or

I "tit. protected/permissive left turn.

6' X 15' (1.8m X 4.6m) Loops: Lead-in < 150' (45 m)' use 2 turns Lead-in > 150' (45 m), use 3 turns

� ....... (\(!'ioa'l{i

./1?'"" .,.. . ';:.. Typical Loop Locations /i. \ r; l

... �'"�. • .,'it 'q'c, • .,#

1Zl N-M.n-IISL,�NC Z'IU1 SCALE

N/A

PI.J.!I DATE: June 2.006 R£'/IEIBI BT: I'REI'IIIED BTl P l Alexander _jllEvtEIBI 111:

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......... ............................................... . .........

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SEAL

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