PROJECT REFERENCE NO. SHEET NO. - NCDOT

NORTH CAROLINA

GUILFORD COUNTY

SHEET NO.PROJECT REFERENCE NO.

12020CPT.07.20.10411, 2020CPT.07.20.20411

Win

dspra

y L

oop

Hig

hfill R

d

Lariat D

r

Win

dspra

y Dr

Fairbluff Ct

Stra

wberry R

d

Witty R

d

Win

dswept

Dr

Millb

rook D

r

Stra

der R

d

Corn

us Ct

Hepatica Ct

Hepatic

a L

n

Reata Dr

Addison Dr

Bar-

Mot D

r

Strader R

d

Roselle Dr

Appolossa Ct

Buckley Dr

Martin

Lake R

d

Alle

y R

d

Kinsey Dr

Oxmoor Rd

Kinsey Dr

Crestfie

ld R

d

Denis

on R

d

Arabian Ct

Su

mm

erfield R

d

Plainfield Rd

Waterton Rd

Alley R

d

Chukker Ct

Polo F

arm

s Dr

Equestrian Trl

Musta

ng Ct

Bla

cks

mith Ct

Lunsford Pl

Windspray Loop

Travers Ct

Walker's Farm Rd

Adler Dr

Hills

dale R

d

Win

dspray Dr

Scale

sville R

d

Lake Bra

ndt R

d

Lake Bran

dt R

d

Scalesv

ille Rd

Lake Brandt Rd

Stra

wberry R

d

Lake Brandt

Rd

Rhonda

n Dr

Str

aw

berry R

d

Annr

y Ln

Str

aw

berry R

d

Bronco L

n

Annry Ln

Zane Dr

Lake Bra

ndt R

d

Alle

y R

d

Annry L

n

Straw

berry R

d

Stra

wberr

y R

d

Lake Brandt R

d

Stra

wberry R

d

Lake Brandt

Rd

Scales

ville R

d

Polo Farm

s Dr

Rebecca Dr.

Hillsdale

Win

dspray D

r

Tuttle R

d

Cross H

ook Ct

Family Ln

Adler R

d

Sun V

alle

y L

n

Epsom

LnBronco L

n

Battle

gro

und A

ve

Mears

Fork

Dr

Woods

Vernon

Dr.

Point

Cedar

2498

2117

2125

2126

2204

2461 2463

2256

2318

24472446

2444 2464

2462

2461

2685

2312

2315

2474

4312

2321

2321

2321

2316

2319

2385

2448

2322

2323

4322

43234324

1002

2347

2474

2477 2476

2494

4330

2391

4341

4340

4342

4343

4346

4347

2476

4349

4348

4350

2321

4352

4353

2311

2305

23472305

2390

2324

2473

4327

2323

4321

2444

4232

4311

4360

4360

4367

4366

4363

4365

4364

4362

4361

4368

4368

4371

4370

4369

4349

4322

43564355

4355

4374

2305

4376

4376

4375

4325

4325

4381

4379

4385

4380

4391

4377

4377

4377

4382

4393

4906

4907

4908

4914

4911

4912

4911

4913

4351

4918

4915

4917

4916

4929

4057

4939

4501

4503

4502

150

150

220

2347

4503

43782347

4381

4940

2493

4361

4322

4230

2321

24642117

4952

4954

4955

119

C122

313

330

458

C501

Trl

Horse

man

Ct

Horseman

DrFarmsPolo

Ridge CtPalomino

Trail LoopWincheste

r

Ct

Shoe

maker

4943 Dr.

Run

Meadow

Cedar View Dr.

Dr.

Woods

Corbin

4944

Rd

Pars

onage

RdAuburn

4945

4946

4947

4948

4949

2320

2320

2320

Rail Ln

Wooden

4973

4974

Ct

Grove

Center

Toscana Trc

WayFresia

WayVinsanto

TerraceAgliano

PlBrunello

CtLiguria

TerBianco

CtMeadows

HighSprings Rd.

Sandy

RdMeadows

High

150

21

20

2

19

23

24

1

123

2392

Stallio

n Ct

18

22

2526

9

Crabtr

ee V

alley Ct

Dr.Crossr

oads

NORTH CAROLINA

GUILFORD COUNTY


22020CPT.07.20.10411, 2020CPT.07.20.20411

Fairgrove C

hurch R

d

Spencers Way

Monrovia Dr

N C

hurc

h St

Cedar Hollow Rd

Fallen Oak Rd

Pinoa

k Rd

Ivy

wood R

d

Maple

way L

n

Bluefield R

d

Hillha

ven R

d

John Gle

nn D

r

Beeja

y Dr

Cicero R

d

Cedar H

ollo

w R

d

Beckett R

d

Burton-Farm Rd

Sutte

r Rd

Valley F

alls R

d

French D

r

Spencer-Dix

on R

d

Oak V

alley Ct

French Dr

Brookledge

Ct

Whitesto

ne Dr

Litchfield

Dr

Burton-Farm Rd

Brent Rd

Prima DrRidgecroft Rd

New A

vedon Dr

Royster R

d

Simpso

n-Calho

un Rd

Oak V

alley L

n

Justamere Farm Rd

Byfield D

r

Byfield Dr

Doggett Rd

Plainfield Rd

Thacker R

d

Spencer-Dixon R

d

Willo

w Gle

n Trl

E Birchbark Ln

Prim

a Ct

Buzz

Aldren Ct

Birchdale D

r

Oak Arbor R

d

Goldenro

d Dr

N C

hurc

h St

Cla

yto

n R

d

Yanceyville R

d

N C

hurch St

Doggett R

d

Yanceyville R

d

N C

hurch St

Yanceyville R

d

Dog

gett Rd

N C

hurch St

Spencer-D

ixon R

d

N C

hurch St

Yanceyville R

d

Yancey

ville R

d

Cedar H

ollo

w R

d

Spencer-

Dix

on R

d

Maple

way L

n

Doggett R

d

Foxhaven Dr.

Foxdale

Dr.

Tally-HoCt.

Foxhaven

Ct.

Fairhaven

Rd

Cente

r Grove

Scaup Dr.

James Doak Parkway

Mountain Brook R

d.

Ct.

Pebble Rid

ge

McClanahan Dr.

Brooke Meadows Dr.

Chilcutt Dr.

Loo

mis Pl.

Twelve A

cre

s L

n

Cummings Dairy Rd

Longwood Dr

Maple

way L

n

Monrovia Dr

Cedar H

ollo

w R

d

Horace Rd

Caspian Rd

Ariel Farm Rd

W Bir

chbark

Ln

To

wnsend E

dge W

ay

Townsen

d Forest C

v

True Love Ln

Townsend F

orest Ln

Buck Ln

Willo

w Gle

n Trl

Ariel F

arm Ct

CtCatta

il

Dr

Tro

wbrid

ge

Creek

2325 2326

2439

2468

2327

2327

2331

2673

2521

2616

2666

2523

2647

2650

2654

2648

2649

2674

2501

26592650

2668

2639

2640

2520

2520

1001

1001

4300

2615

2614

2522

2523

2675

2676

2661

2662

2660

2518

2630

2517

2504

2328

2329

2329

2649

2690

2691

2681

2692

2691

2693

2678

2679

2698

4045

4045

4046

40474048

4049

2332

4733

4734

2630

4753

4373

4372

4372

4385

4377

4382

4386

4387

4389

4393

4398

4399

2523

2521

4903

4904

4905

4902

4902

4903

4901

4910

4909

4922

4923

4919

4920

4921

49244925

4926

4927

4054

4055

4056

4924

4934

4936

4935

4937

4937

4937

4938

2330

4790

4790

4793

4791

4792

Townsend

Lake

150

150

150

2672

4384

4388

4378

43834388

4384

4384

4381

2332

4397

4354

4047

4924

2501

2500

5208

5208

5207

5205

5206

5209

2520

4942

4954

4955

135

Lashley Rd

2333

2630

Doggett

Rd

Forest L

nTo

wnsend

150

DrHarlequin

DrGadwall

Ct.Shoveler

Dr.Shoveler

DrStonewood

Rd

Yance

yville

CtMattingly

CtWigeon

CtRedhead

Duck DrRuddy

DrOldsquaw

Ct.Bufflehead

CtGadwall

Forest L

n S

To

wnsend

Forest CtTownsend

12

13

CtGoldeneye

10

17

16

30

31

2829

6

7

3

4

5

11

4928

14

Rockbury R

d

15

27

DrWigeo

n

Crabtr

ee V

alley Ct

NORTH CAROLINA

GUILFORD COUNTY


32020CPT.07.20.10411, 2020CPT.07.20.20411

Colo

ny R

d

Dicks M

ill Rd

Allen

wood R

d

Cedar

Cre

ek Dr

Danbrook R

d

Colo

ny R

d

Alle

nw

ood R

d

Harvest Rd Danbro

ok R

d

Bethel Church RdRanhurst R

d

Easth

urst R

d

Birch Creek R

d

Bethel Church Rd

Birch Creek R

d

Peeden D

r

Garden A

cres D

r

Sedalia R

d

Birch Creek R

d

Lou Dr

Gantw

ood Ln

Sue D

r

Piney Rd

Am

blin

g R

d

Lookout PlLookout Pl

Dansby D

r

Scarlet Oak Dr

Jennie DrCreek Ln

Blue Lantern Rd

Tigard Ct

Rockhurst

Dr

Gantw

ood L

n

Sedalia R

d

Shoffne

r Rd

Sedalia R

d

Gate

way Dr

Cornerh

ouse R

d

Stewart Bend RdStewart Bend Rd

Blue Lantern Rd

Three C

edars L

n

Blue Lantern Rd

Birch Creek R

d

Friede

n Church

Rd

Carmon Rd

Frieden Church Rd

Carmon R

dCarmon Rd

Fried

en C

hurch R

d

Frieden C

hurc

h R

d

Knox R

d

Bethel C

hurch Rd

Bethel Church Rd

Knox R

d

Bethel Churc

h Rd

Bethel Ch

urch R

d

Beth

el C

hurch R

d

Knox R

d

Clubside

Dr

Sedalia R

d

Rivervie

w Dr

Riv

ervie

w D

r

Rolling Acres Dr

Rockhurst

Dr

Birch Creek R

d

Knox R

d

Fried

en Ch

urch R

d

Clubside Dr

McLeansville R

d

Golf House Rd W

McLeansville R

d

Knox R

d

Ches

neyWay

Cro

well

Ct.

McLeansville

Sedalia

J L Martin D

r

Kere

wick

Rd

Kerewick Rd

Grand O

aks D

r

Martingale D

r

Bloomfield R

d

Cornerhouse R

d

Cushman Rd

Wheatstone D

r

Wyburn R

d

Corporation

Norfolk

Burlington Rd Burlington Rd

Burlin

gto

n R

d

Burlington Rd

Rd

Am

bling

LnRusty

3175

3047

3174

3131 3049

2822

28992898

2746

2930

2858

2819

2820

2926

2927

2928

2857

2873

2870

2895

2896

2816

2905

2826

2826

2746

2821

2807

2922

2938

3125

2808

2872

2890

2809

2809

2885

2931 2887

2886

2808

2810

2811

2815

2814

2814

2800

2755

2930

3053

2953

2952

2944

2752

2945

2812

2807

3051

2938

2922

2996

2807

4712

4711

29874750

4760

4730

2886

2819

4776

4775

5300

702895

2816

2819

2927

205

206207

208374

378

L906

S907

L909

S910

2814

70

NORTH CAROLINA


4

ROCKINGHAM COUNTY

GUILFORD COUNTY

2020CPT.07.20.20791

2020CPT.07.20.10411, 2020CPT.07.20.20411

Osce

ola

Ossipe

e Rd

Rockingham/Guilford County Line.pavement Joint IS NOT at the NOTE: Map Lengths of Map 33 and Map 35Tie into new surface at Rockingham County Line.Incidental Mill at end of Map at Alamance County Line.SR 2658 Parkdale Rd.Map 35 (Rockingham County)

Tie into new surfaces at each end of Map.NO Incidental Milling.SR 4732 Parkdale Rd.Map 33

DO NOT PAVE BRIDGE DECK. Incidental Mill approaches to Bridge No. 184Tie into new surfaces at Map 33.Incidental Mill to tie into Osceola Ossipee Rd SR 2705SR 2711 Troxler Mill Rd.Map 32

Troxler Mill Rd

Pric

hett R

d

Hig

h R

ock R

d

Burham Rd

Brooks Bridge Rd

Tro

xler

Mill Rd

Pric

hett R

d

Broo

ks Brid

ge R

d

Running Creek R

d

Osce

ola

Ossipe

e Rd

Prichett R

d

Dutc

hm

an L

n

Grist

Rd

2711

4732

2710

2712

2709

2719

2719

R I V E R

H A W

2712

2711

2705

2708

2708

2711

183 184

185

ALA

MA

NC

E C

OU

NTY

ROCKINGHAM COUNTYGUILFORD COUNTY

GUIL

FO

RD

CO

UN

TY

35

33

32

Park

dale R

d

2692

2658

2614

2622 2621

2623

2623

2621

.5

.2.3

.3 .2.1

.2

.7

RI

VE

R

Park

dale R

d.

2658

1.1

7

.07

.09

.06

.11

1.86

92

91

NORTH CAROLINA

GUILFORD COUNTY


52020CPT.07.20.10411, 2020CPT.07.20.20411

354

497

.09

.95

Eckerson Rd

Southshore R

d

Bards L

n

Dry

ads Ct Bry

an P

ark R

d

Tree

view Ln

South

shore R

d

Anita Ln

Carla Ln

Shenandoah R

d

Bush R

d

Lees

Chapel Rd

Orchard Knoll Dr

Cherry Tree Dr

Rudd Statio

n R

d

Sto

ne Q

uarry R

d

Lauderdale D

r

Lees C

hap

el R

d

Crabapple L

n

Appleton Rd

Chinaberry Pl

Grig

gs R

d

Jason R

d

Coffe

r R

d

Miltonwood Rd

Griggs R

d

Jason R

d

Chinaberry

Pl

Milford R

d

Hillcroft Rd

Skylark D

r

Bancroft R

d

Dawn Rd

Ash

worth R

d

Eckers

on R

d

Arborlin

da D

r

Honey Dew Dr

Candlenut Rd

Langsid

e R

d

Pindals Rd

Mc K

nig

ht

Mill

Rd

Dunstan R

d

Rankin Mill

Rd

Grafton R

d

Link R

d

Whiterock Rd

Rudd Statio

n R

d

Appleton Rd

Pearvie

w Dr

Luewood Rd

Vernon O

wen Ct

Briargate D

r

Sum

mit

Ave

Farm G

ate Rd

Eckerson R

d

Kalon Dr Su

mmit A

ve

Eckers

on R

d

Sum

mit

Ave

Landerwood Dr

Eckerson R

d

Aldine Rd

Sunberry D

r

Starlin

g Dr

Scott R

d

Hicone Rd

Hicone R

dHicone Rd

Su

mmit A

ve

Hicone Rd

Su

mmit A

ve

Su

mmit A

ve

Rankin Mill

Rd

Farm Gate R

d

Eckerson R

d

Sunberry D

r

Nightingale

Ct

Rudd

Busick

To

wnsend R

d

Bryan Park RdCor

porate

Park Dr

Tech

nology Dr

Cor

porate

Park Dr

To

wnsend R

d

Southshore R

d

Technolo

gy Dr

Cape W

edge

wood Cir

Esterwood R

d

Troxler R

d

Blade

n Rd

Hold

ers R

d

Foust R

d

Fe

well R

d

Raymond Rd

Hold

ers R

d

Little R

d

Rudd R

d

Hold

ers R

d

Alexandria R

dYarbro

ugh Dr

April Ln

Keren Dr

Laforesta Dr

Pin

eneedle D

r

Arvid D

r

South

ern W

ebbin

g Mill

Rd

Lees C

hapel

Rd

Brightwood School Rd

Presnell W

ay

Lees

Chapel Rd

Southern

N O

henry Blv

d

N O

henry Blv

d

Rd

Hunsucker

.44

.28

2912

2790

2955

2964

2965

2966

2963

2967

2972

2968

29802979

2983

2791

2790

26172564

2618

2621

2878

2566

2891

2638

2669

2567

2565

2877

2833

2835

2788

2789

2917

2916

2531

2359

2561

2524

2568

2568

2526

2560

2560

2527

2664

2978

2988

2667

2671

2680

2524

2665

2561

4771

2526

2565

2620

2884

2831

2832

2526

2999

2967

4708

4709

4710

2563

2967

4716

4715

2943

2943

2526

47514752

2973

2969

2943

2790

4771

2699

29

29

2941

2835

2565

2565

2832

2568

2526

2559

2359

5211

5211

140 C355

361

360

459

C503

Rd

Asse

mbly

34


6

2020CPT.07.20.20791

2020CPT.07.20.10411, 2020CPT.07.20.20411

EXISTING PAVEMENT WIDTH VARIES

C2

SHEETSEE DETAIL30° TYPWEDGESHOULDER


EXISTING PAVEMENT

F2


C1



EXISTING PAVEMENT

F1


BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN C SHEET

SEE DETAIL30° TYPWEDGESHOULDER

EXISTING PAVEMENT

F1

NC 150MAP NO. 1

TYPICAL SECTION NO. 1


SHEETSEE DETAIL

30° TYPWEDGE

SHOULDER


BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN



C3



EXISTING PAVEMENT

F2



V

MAP NO. 63 SR 2526 - Summit Ave.

MAP NO. 8 SR 2814 - Knox Rd

SR 2333 - Lashley RdMAP NO. 5

SR 2332 - Royster RdMAP NO. 4

SR 2327 - Cedar Hollow RdMAP NO. 3

SR 2658 - Parkdale RdMAP NO. 35

SR 4732 - Parkdale RdMAP NO. 33

MAP NO. 32 SR 2711 - Troxler Mill Rd

MAP NO. 42 SR 4927 - Redhead Ct

MAP NO. 41 SR 4926 - Wigeon Ct

MAP NO. 40 SR 4925 - Bufflehead Ct

MAP NO. 39 SR 4924 - Wigeon Dr

SR 4327 - High Meadows RdMAP NO. 9

SR 2679 - Townsend Forest CtMAP NO. 7

SR 2678 - Townsend Forest Ln SMAP NO. 6

SR 2319 - Denison RdMAP NO. 2

MAP NO. 60 SR 5209 - Gadwall Ct

MAP NO. 59 SR 5208 - Gadwall Dr

MAP NO. 58 SR 5207 - Oldsquaw Dr

MAP NO. 57 SR 5206 - Ruddy Duck Dr

MAP NO. 56 SR 5205 - Harlequin Dr

MAP NO. 55 SR 4974 - Sandy Springs Rd

MAP NO. 54 SR 4973 - High Meadows Ct

MAP NO. 53 SR 4949 - Vinsanto Way

MAP NO. 52 SR 4948 - Fresia Way

MAP NO. 51 SR 4947 - Liguria Ct

MAP NO. 50 SR 4946 - Brunello Pl

MAP NO. 49 SR 4945 - Agliano Ter

MAP NO. 48 SR 4944 - Bianco Ter

MAP NO. 47 SR 4943 - Toscana Trc

MAP NO. 46 SR 4936 - Shoveler Ct

MAP NO. 45 SR 4935 - Shoveler Dr

MAP NO. 44 SR 4934 - Scaup Dr

MAP NO. 43 SR 4928 - Goldeneye Ct

S

U EXISTING PAVEMENT

SHOULDER RECONSTRUCTION (SEE DETAIL)

C

E

C2

PAVEMENT SCHEDULE

V

F1

C1

F2

AST MAT COAT, #78M

AST MAT COAT, #67 STONE

PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,

LAYERS.

AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF TWO

MILL ASPHALT PAVEMENT, 1 1/2" DEPTH

OF 110 LBS PER SQ YD.

TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE

PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE,

OF 137.5 LBS PER SQ YD.


PROP. APPROX. 1 1/4" ASPHALT CONCRETE SURFACE COURSE,




D

C3OF 168 LBS PER SQ YD.

TYPE S9.5C, TO BE APPLIED AT AN AVERAGE RATE


V1


TYPE I19.0C TO BE APPLIED AT AN AVERAGE RATE


MILL ASPHALT PAVEMENT, 4" DEPTH


2020CPT.07.20.20791

2020CPT.07.20.10411, 2020CPT.07.20.204117

S

U EXISTING PAVEMENT

SHOULDER RECONSTRUCTION (SEE DETAIL)

C

E

C2

PAVEMENT SCHEDULE

V

F1

C1

F2

AST MAT COAT, #78M

AST MAT COAT, #67 STONE

PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,

LAYERS.

AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF TWO

MILL ASPHALT PAVEMENT, 1 1/2" DEPTH




OF 137.5 LBS PER SQ YD.






D

BOX

VALVESTONE OR NO. 57 STONE

CAN BE FILLED WITH 78M

AREA BELOW 8 INCH DEPTH

D

D

VAR.

INCIDENTAL MILLING DETAIL

-ABLE BRIDGE DECKSPAVEMENT OR NON-RESURFACEXISTING CONCRETEBEGINNING 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

75'

4'-12'

THE ENGINEER.TYPE I19.0C AT LOCATIONS AS DIRECTED BYMILL FILL WITH INTERMEDIATE COURSE,

D

STATE SYSTE

M

SY

ST

EM

ST

AT

EN

ON -

SY

ST

EM

ISLANDCONCRETE

FOR VALVE CASTINGS IN PAVEMENT

STANDARD CONCRETE ENCASEMENT

MAIN LINE IS BEING RESURFACED

PAVING DETAIL 1

SCHOOL BUS DRIVE)NOTE: NON-SYSTEM (CITY STREET, PRIVATE DRIVE,

MAINLINE)TRAVELWAY OFFROM EDGE OF(MINIMUM 10' OR R/W LINETO END OF RADII

RESURFACE AREA

(WHICHEVER IS GREATER)APPROPRIATE POINTOF RADII, OR OTHERMINIMUM 50' TO END

MAIN LINE NOT BEING RESURFACED

PAVING DETAIL 2

MAPS ENDING IN A TEE INTERSECTION

RESURFACE AREA

4. RAPID SET GROUT, MORTAR, OR CONCRETE SHALL BE USED ON ALL SIDES.3. EXCAVATION FOR THE ADJUSTMENT SHALL BE SHEER CUT REPLACED WITH NEW BRICK MASONRY.2. ALL FAULTY EXISTING BRICKWORK TO BE REMOVED AND1. MORTAR SHALL BE MIXED TO NCDOT SPECIFICATIONS.NOTES:

MANHOLEPRECAST CONCRETE BRICK MASONRY OR

ARE NOT IN THE TRAVEL LANE.CLASS B CONCRETE MAY BE USED WHEN ADJUSTMENTSUSE RAPID SET GROUT, MORTAR, OR CONCRETE

PROPOSED SURFACE COURSE

PAVEMENTEXISTING

18" MIN.

CONC.8" MIN.

SURFACE COURSEPROPOSED

18" MIN.

PAVEMENTEXISTING

CONC.8" MIN.

C3OF 168 LBS PER SQ YD.

TYPE S9.5C, TO BE APPLIED AT AN AVERAGE RATE


V1


TYPE I19.0C TO BE APPLIED AT AN AVERAGE RATE


4"

MILL ASPHALT PAVEMENT, 4" DEPTH

PAVEMENT DETAIL

PATCHING EXISTING

THERMOPLASTICON RADII SHALL BE MINI-SKIPS AND EDGELINE

(NOT TO SCALE)

NON-SIGNALIZED INTERSECTIONSTO BE USED AT ALL

4" EDGELINE

BETWEEN LINES6" SPACINGCENTERLINE

6" MINI SKIPS

A 6' AND 2' SKIP, THE WIDTH OF THE SKIP SHALL BE 6".NOTE: MINI SKIPS SHALL BE PLACED ON A 8' CYCLE, CONTAINING

V1


T.SPELL 7-19-11

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

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

DATE:ORIGINAL BY:

MODIFIED BY:

CONTRACT STANDARDSAND DEVELOPMENT UNIT

s:usr/details/stand/shoulderwedgedetail.dgn

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

PROPOSED PAVEMENT

MATERIAL

APPROVED BACKFILL

SHOULDER WEDGE


EXISTING PAVEMENT

MATERIAL

APPROVED BACKFILL

(Resurfacing Projects w/ NO Widening)

DETAILS

SHOULDER WEDGE

- SHOULDER WEDGE ANGLE = 30°

10/16/12

ASPHALT OVERLAY

aSHOULDER WEDGE

EXISTING PAVEMENT

MATERIAL

APPROVED BACKFILL

a

SHOULDER W/ RUTTING

EXISTING UNIMPROVED

DROP OFF

RUT


Rutted Shoulder)

(Resurfacing Adjacent to

with Existing Paved Shoulder having no dropoffs)

(Resurfacing Projects w/ Widening or

THE ENGINEER.

HIGH SHOULDERS, AND OTHER LOCATIONS NOT FEASIBLE TO CONSTRUCT AS DIRECTED BY

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:

2020CPT.07.20.20791

2020CPT.07.20.10411, 2020CPT.07.20.204118

MEDIAN

60'150'

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OTHERWISE THEY ARE NOT REQUIRED.

IN MEDIAN CROSSOVER WHEN WIDTH OF MEDIAN EXCEEDS 30 FT,

USE DOUBLE YELLOW CENTER LINE AND ARROW SYMBOLS

10' TYP.

*

*

2 22 2

STOP BAR, SEE NOTE 1 STOP BAR, SEE NOTE 1

SEE NOTE 1

STOP BAR,

10' TYP.

*

*

>30' REF.

10' TYP.

TWO-LANE, TW0-WAY ROADWAY TWO-LANE, TWO-WAY ROADWAY WITH TWO-WAY LEFT TURN LANE

DIVIDED MULTI-LANE ROADWAY WITH TURN BAY

DIVIDED MULTI-LANE ROADWAY WITH WIDE MEDIAN CROSSOVER

UNDIVIDED MULTI-LANE ROADWAY

MEDIAN

150' 60'

*

STOP BAR, SEE NOTE 1*

SEE NOTE 1

STOP BAR,

*

IN

TE

RS

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S

160'

FOR TURN LANE MARKING GUIDANCE

REFER TO STD. 1205.05

LINE, SEE NOTE 3

WHITE 2'-6'/SP MINI-SKIP

LINE, SEE NOTE 3


LINES, SEE NOTE 2


LINE, SEE NOTE 3


LINE, SEE NOTE 3


LINE

YELLOW 2'-6'/SP MINI-SKIP

LINE


LINE, SEE NOTE 3


LINES

YELLOW 2'-6'/SP MINI-SKIP AROUND MEDIAN

CONTINUE EDGE LINE

AROUND MEDIAN

CONTINUE EDGE LINE

*

STOP SIGN

LEGEND

TRAFFIC FLOW

DIRECTION OF

STATIONARY SIGN

*

PAVEMENT MARKING SYMBOLS

OPTIONAL

ADDITIONAL PAVEMENT MARKING GUIDANCE.

4- REFER TO ROADWAY STANDARD DRAWINGS 1205.01, 1205.02, 1205.05, 1205.08 AND 1205.09 FOR

3- MINI-SKIP EDGE LINE EXTENSIONS MAY BE PLACED THROUGH INTERSECTIONS AND MAJOR DRIVEWAYS.

VISIBILITY CONDITIONS SUCH AS OFFSET, SKEWED, OR CURVED ROADWAYS.

2- MINI-SKIP LANE LINE EXTENSIONS SHOULD BE USED AT INTERSECTIONS THAT HAVE REDUCED

THE ENGINEER.

INTERSECTING ROADWAY. USE 10 FEET AS THE TYPICAL SETBACK DISTANCE OR AS DIRECTED BY

STOP BARS NO LESS THAN 4 FEET AND NO MORE THAN 30 FEET FROM THE NEAREST EDGE OF THE

IS IMPORTANT TO INDICATE THE POINT WHICH VEHICLES ARE REQUIRED TO STOP. PLACE

1- PLACEMENT OF STOP BARS AT NON-SIGNALIZED INTERSECTIONS IS OPTIONAL AND USED WHERE IT

GENERAL NOTES:

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REVISED PAVEMENT MARKING

8-13-19

APPROVED DELINEATION DEVICES

COATING APPLIED TO ISLAND EDGES OR

MARKED WITH EDGE LINES, A RETROREFLECTIVE

BY ONE OR MORE OF THE FOLLOWING METHODS:

MONOLITHIC ISLANDS SHALL BE DELINEATED

8/13/2019

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L2

D2

D1

L1

L1

"Stretch" Operation

D2

L

L

L

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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

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PREPARED BY:

SIG. INVENTORY NO.

SCALEREVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:

January 2015 JPG

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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

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Prepared in the Offices of:

1/30/2015

https://trust.docusign.com

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Typewritten Text

2020CPT.07.20.10411 2020CPT.07.20.20411 10 2020CPT.07.20.20791

2020CPT.07.20.10411, 2020CPT.07.20.20411,2020CPT.07.20.20791

11

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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

2020CPT.07.20.10411 2020CPT.07.20.204112020CPT.07.20.20791 12

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INCORRECT WAY TO TWIST WIRE

CORRECT WAY TO TWIST WIRE

LOOP WINDING METHODSAW CUT OPTIONS

OPTION 1

CHISEL EDGES SMOOTH

START

FINISH

2 3 4 6

SAW SLOT

5

NO. OF WIRE LAYERSDEPTH

(IN)

12"-18"

12"-18"

SAW CUT OPTIONS

OPTION 1

LOOP WINDING METHOD

START

FINISH

12"-18"

CONVENTIONAL 4-SIDED LOOP

QUADRUPOLE LOOP

SAW SLOT DEPTH CHART

LOOP WIRE TWISTING METHOD

45^

þÿ�‘�"��

(TYP)

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DEPTH

12" MAX

45^

SECTION A - A

A A A A

A A A A

SECTION A - A

OPTION 2

(POOR PAVEMENT)

OPTION 2

(POOR PAVEMENT)

NOTES

WHEN INSTALLING 2 OR

MORE LOOPS IN

ADJACENT LANES,

WIND LOOPS IN

ALTERNATE DIRECTIONS

4.0 4.5 5.0 5.0 5.0

þÿ�1 ��"� �C�O��

ALL SAW CUT

INTERSECTIONS

3’ 3’

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ALL SAW CUT

INTERSECTIONS

ASSUMING 2" MILLING DEPTH

MINIMUM TOTAL

ASPHALT DEPTHREQUIRED

5.0 5.5 6.0 6.0 6.0

DEPTH

-USE A SERIES OF ONE INCH PIECES OF BACKER

ROD SPACED ONE FOOT APART ALONG THE ENTIRE

LENGTH OF THE FEEDER SLOT AND LOOP SAW SLOT.

INSTALL

1" SECTIONS

OF BACKER

ROD ON 1 FOOT

CENTERS

INSTALL

1" SECTIONS

OF BACKER

ROD ON 1 FOOT

CENTERS

(F

OR

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-CONSULT LOOP SEALANT MANUFACTURER TO DETERMINE

CURING TIME REQUIRED PRIOR TO MILLING.

LOOP WIRE

TAIL SECTION

TO JUNCTION BOX

LOOP WIRE

TAIL SECTION

TO JUNCTION BOX

-OVERLAP SAW CUTS AT CORNERS AND

INTERSECTION POINTS TO ENSURE UNIFORM

SAW SLOT DEPTH.

-MAINTAIN 12" SPACING BETWEEN LOOP WIRE

TAIL SECTIONS.

-WIRE LOOPS CONNECTED TO THE SAME DETECTOR

IN SERIES.

-LOCATE LOOPS IN CENTER OF LANES UNLESS

OTHERWISE SHOWN ON PLANS.

REVISIONS

REMOVED TWISTING NOTES FROM TAIL SECT.

TO JUNCTION BOX. 2/26/08 MWH

2020CPT.07.20.10411 2020CPT.07.20.204112020CPT.07.20.20791

13

jwmitchell1

Typewritten Text

PROJECT REFERENCE NO. SHEET NO.

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

TOTAL NO.

TYP NO

LANES

LANE TY

PE

FINAL

SURF

ACE

TESTING REQ

UIRED

WAR

M M

IX

ASPH

ALT

REQUIRED

LENGTH

WIDTH INC.

STONE MILLING ASPHALT

PAVEMENT, 1½" DEPTH

INC. MILLING

ASPHALT CONC

SURFACE COURSE, TYPE S9.5B

ASPHALT CONC

SURFACE COURSE, TYPE S9.5C

PATCHING EXISTING PAVEMENT

ASPHALT SURFACE

TREATMENT, MAT COAT, #78M STONE

EMULSION FOR AST

ASPHALT SURFACE

TREATMENT, MAT COAT, #67 STONE

ADJ. OF MANHOLES

ADJUSTMENT OF METER

BOXES OR VALVE BOXES

JUNCTION BOX

(STANDARD SIZE)

INDUCTIVE LOOP SAW

CUT

MI FT TONS SY SY TONS TONS TONS SY GAL SY EA EA EA LF

2020CPT.07.20.10411 Guilford 1 NC 150

PVMT JT EAST OF LAKE BRANDT RD. SR 2347 TO PVMT JT. WEST OF

CRABTREE VALLET CT. AT SUMMERFIELD TOWN LIMIT 1 2 2WU NO NO 1.088 23 70.00 492.00 1,678 100 7,681.00 20,214 2

1.088 70.00 492.00 1,678 100 7,681.00 20,214 21.088 70.00 492.00 1,678 100 7,681.00 20,214 2

70.00

2020CPT.07.20.20411 Guilford 2 SR 2319 ‐ DENISON RD NC 150 TO SR 4943 ‐ TOSCANA TRC 3 2 2WU NO NO 0.58 21 5.00 175.00 434 40 7,857 2,593.000.58 5.00 175.00 434 40 7,857 2,593.00

2020CPT.07.20.20411 Guilford 3 SR 2327 ‐ CEDAR HOLLOW RDNC 150 TO JOINT NEAR COMMUNITY

POOL DRIVEWAY 2 2 2WU NO YES 1.603 21 10.00 175.00 1,502 33 21,747 7,176.001.603 10.00 175.00 1,502 33 21,747 7,176.00

2020CPT.07.20.20411 Guilford 4 SR 2332 ‐ ROYSTER RD NC 150 TO SR 2333 ‐ LASHLEY RD 2 2 2WU NO NO 0.436 20 41.00 167.00 388 89 5,625 1,856.000.436 41.00 167.00 388 89 5,625 1,856.00

2020CPT.07.20.20411 Guilford 5 SR 2333 ‐ LASHLEY RDSR 2332 ‐ ROYSTER RD TO CUL‐DE‐

SAC 2 2 2WU NO NO 0.327 20 21.00 325 36 4,708 1,553.000.327 21.00 325 36 4,708 1,553.00

2020CPT.07.20.20411 Guilford 6 SR 2678 ‐ TOWNSEND FOREST LN SSR 2630 ‐ DOGGETT RD TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.175 20 167.00 149 2,690 888.000.175 167.00 149 2,690 888.00

2020CPT.07.20.20411 Guilford 7 SR 2679 ‐ TOWNSEND FOREST CTSR 2678 ‐ TOWNSEND FOREST LN S

TO CUL‐DE‐SAC 3 2 2WU NO NO 0.072 20 75 1,357 448.000.072 75 1,357 448.00

2020CPT.07.20.20411 Guilford 8 SR 2814 ‐ KNOX RD SR 2755 ‐ CARMON RD TO US 70 2 2 2WU NO NO 2.16 22 191.00 367.00 2,120 147 30,696 10,130.00 1 2802.16 191.00 367.00 2,120 147 30,696 10,130.00 1 280

2020CPT.07.20.20411 Guilford 9 SR 4327 ‐ HIGH MEADOWS RD NC 150 TO CUL‐DE‐SAC 3 2 2WU NO NO 0.423 21 20.00 340 6,158 2,032.000.423 20.00 340 6,158 2,032.00

2020CPT.07.20.20411 Guilford 10 SR 4924 ‐ WIGEON DR NC 150 TO DEAD END 3 2 2WU NO NO 0.663 21 175.00 496 99 8,987 2,966.000.663 175.00 496 99 8,987 2,966.00

2020CPT.07.20.20411 Guilford 11 SR 4925 ‐ BUFFLEHEAD CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.37 21 273 9 4,943 1,631.000.37 273 9 4,943 1,631.00

2020CPT.07.20.20411 Guilford 12 SR 4926 ‐ WIGEON CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.108 21 94 1,711 565.000.108 94 1,711 565.00

2020CPT.07.20.20411 Guilford 13 SR 4927 ‐ REDHEAD CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.115 21 99 17 1,793 592.000.115 99 17 1,793 592.00

2020CPT.07.20.20411 Guilford 14 SR 4928 ‐ GOLDENEYE CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.044 21 56 1,010 333.000.044 56 1,010 333.00

2020CPT.07.20.20411 Guilford 15 SR 4934 ‐ SCAUP DR SR 4924 ‐ WIGEON DR TO DEAD END 3 2 2WU NO NO 0.208 21 156 21 2,824 932.000.208 156 21 2,824 932.00

2020CPT.07.20.20411 Guilford 16 SR 4935 ‐ SHOVELER DRSR 4934 ‐ SCAUP DR TO SR 5208 ‐

GADWALL DR 3 2 2WU NO NO 0.182 21 136 2,465 813.000.182 136 2,465 813.00

2020CPT.07.20.20411 Guilford 17 SR 4936 ‐ SHOVELER CTSR 4935 ‐ SHOVELER DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.082 21 77 1,396 461.000.082 77 1,396 461.00

2020CPT.07.20.20411 Guilford 18 SR 4943 ‐ TOSCANA TRC NC 150 TO CUL‐DE‐SAC 3 2 2WU NO NO 1 21 333.00 800 300 14,500 4,785.001 333.00 800 300 14,500 4,785.00

2020CPT.07.20.20411 Guilford 19 SR 4944 ‐ BIANCO TERSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.05 21 55 999 330.000.05 55 999 330.00

2020CPT.07.20.20411 Guilford 20 SR 4945 ‐ AGLIANO TERSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.121 21 103 1,874 619.000.121 103 1,874 619.00

2020CPT.07.20.20411 Guilford 21 SR 4946 ‐ BRUNELLO PLSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.063 21 64 10 1,163 384.000.063 64 10 1,163 384.00

2020CPT.07.20.20411 Guilford 22 SR 4947 ‐ LIGURIA CTSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.051 21 56 1,011 334.000.051 56 1,011 334.00

2020CPT.07.20.20411 Guilford 23 SR 4948 ‐ FRESIA WAYSR 2319 ‐ DENISON RD TO CUL‐DE‐

SAC 3 2 2WD NO NO 0.108 21 5.00 94 20 1,711 565.00

14 2020CPT.07.20.10411, 2020CPT.07.20.20411, 2020CPT.07.20.20791

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

PROJECT NO.

TOTAL FOR MAP NO. 19










TOTAL FOR MAP NO. 7

TOTAL FOR MAP NO. 8

TOTAL FOR MAP NO. 9




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.07.20.10411

TOTAL FOR MAP NO. 1

PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION

TOTAL NO.

TYP NO

LANES

LANE TY

PE

FINAL

SURF

ACE

TESTING REQ

UIRED

WAR

M M

IX

ASPH

ALT

REQUIRED

LENGTH

WIDTH INC.

STONE MILLING ASPHALT

PAVEMENT, 1½" DEPTH

INC. MILLING

ASPHALT CONC

SURFACE COURSE, TYPE S9.5B

ASPHALT CONC

SURFACE COURSE, TYPE S9.5C

PATCHING EXISTING PAVEMENT

ASPHALT SURFACE

TREATMENT, MAT COAT, #78M STONE

EMULSION FOR AST

ASPHALT SURFACE

TREATMENT, MAT COAT, #67 STONE

ADJ. OF MANHOLES

ADJUSTMENT OF METER

BOXES OR VALVE BOXES

JUNCTION BOX

(STANDARD SIZE)

INDUCTIVE LOOP SAW

CUT

MI FT TONS SY SY TONS TONS TONS SY GAL SY EA EA EA LF

15 2020CPT.07.20.10411, 2020CPT.07.20.20411, 2020CPT.07.20.20791

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

PROJECT NO.


0.108 5.00 94 20 1,711 565.00

2020CPT.07.20.20411 Guilford 24 SR 4949 ‐ VINSANTO WAYSR 2319 ‐ DENISON RD TO CUL‐DE‐

SAC 3 2 2WD NO NO 0.126 21 3.00 107 50 1,933 638.000.126 3.00 107 50 1,933 638.00

2020CPT.07.20.20411 Guilford 25 SR 4973 ‐ HIGH MEADOWS CTSR 4327 ‐ HIGH MEADOWS RD TO

CUL‐DE‐SAC 3 2 2WU NO NO 0.089 20 5.00 58 1,044 345.000.089 5.00 58 1,044 345.00

2020CPT.07.20.20411 Guilford 26 SR 4974 ‐ SANDY SPRINGS RDSR 4327 ‐ HIGH MEADOWS RD TO

CUL‐DE‐SAC 3 2 2WU NO NO 0.14 20 5.00 112 2,033 671.000.14 5.00 112 2,033 671.00

2020CPT.07.20.20411 Guilford 27 SR 5205 ‐ HARLEQUIN DRSR 2520 ‐ BURTON FARM RD TO SR

5207 ‐ OLDSQUAW DR 3 2 2WU NO NO 0.111 21 175.00 83 1,502 496.000.111 175.00 83 1,502 496.00

2020CPT.07.20.20411 Guilford 28 SR 5206 ‐ RUDDY DUCK DRSR 5205 ‐ HARLEQUIN DR TO DEAD

END 3 2 2WU NO NO 0.11 21 75 1,353 447.000.11 75 1,353 447.00

2020CPT.07.20.20411 Guilford 29 SR 5207 ‐ OLDSQUAW DR DEAD END TO CUL‐DE‐SAC 3 2 2WU NO NO 0.212 21 182 3,295 1,087.000.212 182 3,295 1,087.00

2020CPT.07.20.20411 Guilford 30 SR 5208 ‐ GADWALL DRSR 5207 ‐ OLDSQUAW DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.241 21 204 7 3,680 1,214.000.241 204 7 3,680 1,214.00

2020CPT.07.20.20411 Guilford 31 SR 5209 ‐ GADWALL CTSR 5208 ‐ GADWALL DR TO CUL‐DE‐

SAC 3 2 2WU NO NO 0.062 21 63 1,139 376.000.062 63 1,139 376.00

2020CPT.07.20.20411 Guilford 32 SR 2711 ‐ TROXLER MILL RDSR 2705 ‐ OSCEOLA‐OSSIPEE RD TO

SR 4732 ‐ PARKDALE RD 2 2 2WU NO NO 1.416 22 65.00 550.00 1,335 212 19,760 6,383.001.416 65.00 550.00 1,335 212 19,760 6,383.00

2020CPT.07.20.20411 Guilford 33 SR 4732 ‐ PARKDALE RD SR 2711 ‐ TROXLER MILL RD TO RCL 2 2 2WU NO NO 0.577 21 18.00 492 137 7,114 2,348.000.577 18.00 492 137 7,114 2,348.00

2020CPT.07.20.20411 Guilford 34 SR 2526 ‐ SUMMIT AVE.

NORTHEAST OF SR‐2638 CANDLENUT RD. TO PVMT JT NEAR TAPER TO

BRYAN PARK RD. (NS) 4 2 2WU NO NO 1.95 22 315.00 27,745 2,688 12,099.00 31,839 5 2 4601.95 315.00 27,745 2,688 12,099.00 31,839 5 2 460

13.975 704.00 27,745 2,284.00 10,603 2,688 1,227 170,078 68,090.00 31,839 5 3 740704.00

2020CPT.07.20.20791 Rockingham 35 SR 2658 ‐ PARKDALE RDSR 4732 ‐ PARKDALE RD GCL/RCL TO

RCL/CCL 2 2 2WU NO NO 1.323 21 20.00 175.00 1,239 200 17,941 5,921.001.323 20.00 175.00 1,239 200 17,941 5,921.001.323 20.00 175.00 1,239 200 17,941 5,921.00

20.00

16.386 794.00 27,745 2,951.00 13,520 2,688 1,527 188,019 81,692.00 52,053 5 2 3 740794.00

GRAND TOTAL
















LENGTH

WIDTH

WORK

ZONE

ADVA

NCE

/GEN

ERAL

WAR

NING SIGNS

TEMP TR

AFFIC CO

NTR

OL

4" X 90 M W

HITE TH

ERMO

4" X 90 M YELLO

W

THER

MO

6" X 90 M W

HITE TH

ERMO

8" X 90 M YELLO

W

THER

MO

12" X 90

M YELLO

W

THER

MO

THER

MO LT AR

ROW 90

M

THER

MO RT AR

ROW 90

M

THER

MO 24"YIELD LINE (90

MILS)

4" HOT SPRA

Y TH

ERMO

(WHITE)

4" HOT SPRA

Y TH

ERMO

(YELLO

W)

24" X 90

M W

HITE TH

ERMO

THER

MO M

SG YIELD

(90

MILS)

THER

MO M

SG SCH

OOL 90

M SN

OWPLOWAB

LE

PAVE

MEN

T MAR

KERS

SN

OWPLOWAB

LE

PAVE

MEN

T MAR

KERS

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

2020CPT.07.20.10411 Guilford 1 NC 150PVMT JT EAST OF LAKE BRANDT RD. SR 2347 TO PVMT JT. WEST OF

CRABTREE VALLET CT. AT SUMMERFIELD TOWN LIMIT 1 2 2WU 1.088 23 122 1 11,970 12,945 119 10 3 20 851.088 122 1 11,970 12,945 119 10 3 20 851.088 122 1 11,970 12,945 119 10 3 20 85

122

2020CPT.07.20.20411 Guilford 2 SR 2319 ‐ DENISON RD NC 150 TO SR 4943 ‐ TOSCANA TRC 3 2 2WU 0.58 21 650.58 65

2020CPT.07.20.20411 Guilford 3 SR 2327 ‐ CEDAR HOLLOW RD NC 150 TO JOINT NEAR COMMUNITY POOL DRIVEWAY 2 2 2WU 1.603 21 180 2,200 140 20,432 20,4321.603 180 2,200 140 20,432 20,432

2020CPT.07.20.20411 Guilford 4 SR 2332 ‐ ROYSTER RD NC 150 TO SR 2333 ‐ LASHLEY RD 2 2 2WU 0.436 20 490.436 49

2020CPT.07.20.20411 Guilford 5 SR 2333 ‐ LASHLEY RD SR 2332 ‐ ROYSTER RD TO CUL‐DE‐SAC 2 2 2WU 0.327 20 370.327 37

2020CPT.07.20.20411 Guilford 6 SR 2678 ‐ TOWNSEND FOREST LN S SR 2630 ‐ DOGGETT RD TO CUL‐DE‐SAC 3 2 2WU 0.175 20 200.175 20

2020CPT.07.20.20411 Guilford 7 SR 2679 ‐ TOWNSEND FOREST CT SR 2678 ‐ TOWNSEND FOREST LN S TO CUL‐DE‐SAC 3 2 2WU 0.072 20 90.072 9

2020CPT.07.20.20411 Guilford 8 SR 2814 ‐ KNOX RD SR 2755 ‐ CARMON RD TO US 70 2 2 2WU 2.16 22 243 23,820 18,9402.16 243 23,820 18,940

2020CPT.07.20.20411 Guilford 9 SR 4327 ‐ HIGH MEADOWS RD NC 150 TO CUL‐DE‐SAC 3 2 2WU 0.423 21 480.423 48

2020CPT.07.20.20411 Guilford 10 SR 4924 ‐ WIGEON DR NC 150 TO DEAD END 3 2 2WU 0.663 21 750.663 75

2020CPT.07.20.20411 Guilford 11 SR 4925 ‐ BUFFLEHEAD CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.37 21 420.37 42

2020CPT.07.20.20411 Guilford 12 SR 4926 ‐ WIGEON CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.108 21 130.108 13

2020CPT.07.20.20411 Guilford 13 SR 4927 ‐ REDHEAD CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.115 21 130.115 13

2020CPT.07.20.20411 Guilford 14 SR 4928 ‐ GOLDENEYE CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.044 21 50.044 5

2020CPT.07.20.20411 Guilford 15 SR 4934 ‐ SCAUP DR SR 4924 ‐ WIGEON DR TO DEAD END 3 2 2WU 0.208 21 240.208 24

2020CPT.07.20.20411 Guilford 16 SR 4935 ‐ SHOVELER DR SR 4934 ‐ SCAUP DR TO SR 5208 ‐ GADWALL DR 3 2 2WU 0.182 21 210.182 21

2020CPT.07.20.20411 Guilford 17 SR 4936 ‐ SHOVELER CT SR 4935 ‐ SHOVELER DR TO CUL‐DE‐SAC 3 2 2WU 0.082 21 100.082 10

2020CPT.07.20.20411 Guilford 18 SR 4943 ‐ TOSCANA TRC NC 150 TO CUL‐DE‐SAC 3 2 2WU 1 21 1121 112

2020CPT.07.20.20411 Guilford 19 SR 4944 ‐ BIANCO TER SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.05 21 60.05 6

2020CPT.07.20.20411 Guilford 20 SR 4945 ‐ AGLIANO TER SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.121 21 140.121 14

2020CPT.07.20.20411 Guilford 21 SR 4946 ‐ BRUNELLO PL SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.063 21 80.063 8

2020CPT.07.20.20411 Guilford 22 SR 4947 ‐ LIGURIA CT SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.051 21 60.051 6

2020CPT.07.20.20411 Guilford 23 SR 4948 ‐ FRESIA WAY SR 2319 ‐ DENISON RD TO CUL‐DE‐SAC 3 2 2WD 0.108 21 130.108 13

PROJECT NO.2020CPT.07.20.10411, 2020CPT.07.20.20411,

2020CPT.07.20.2079116

SHEET NO.

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

1051324,915TOTAL FOR PROJ NO. 2020CPT.07.20.10411










TOTAL FOR MAP NO. 9






TOTAL FOR MAP NO. 3

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

LANES

LANE TYPE

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2


TYP NO

LENGTH

WIDTH

WORK

ZONE

ADVA

NCE

/GEN

ERAL

WAR

NING SIGNS

TEMP TR

AFFIC CO

NTR

OL

4" X 90 M W

HITE TH

ERMO

4" X 90 M YELLO

W

THER

MO

6" X 90 M W

HITE TH

ERMO

8" X 90 M YELLO

W

THER

MO

12" X 90

M YELLO

W

THER

MO

THER

MO LT AR

ROW 90

M

THER

MO RT AR

ROW 90

M

THER

MO 24"YIELD LINE (90

MILS)

4" HOT SPRA

Y TH

ERMO

(WHITE)

4" HOT SPRA

Y TH

ERMO

(YELLO

W)

24" X 90

M W

HITE TH

ERMO

THER

MO M

SG YIELD

(90

MILS)

THER

MO M

SG SCH

OOL 90

M SN

OWPLOWAB

LE

PAVE

MEN

T MAR

KERS

SN

OWPLOWAB

LE

PAVE

MEN

T MAR

KERS

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

PROJECT NO.2020CPT.07.20.10411, 2020CPT.07.20.20411,

2020CPT.07.20.2079117

SHEET NO.

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

LANES

LANE TYPE


TYP NO

2020CPT.07.20.20411 Guilford 24 SR 4949 ‐ VINSANTO WAY SR 2319 ‐ DENISON RD TO CUL‐DE‐SAC 3 2 2WD 0.126 21 150.126 15

2020CPT.07.20.20411 Guilford 25 SR 4973 ‐ HIGH MEADOWS CT SR 4327 ‐ HIGH MEADOWS RD TO CUL‐DE‐SAC 3 2 2WU 0.089 20 100.089 10

2020CPT.07.20.20411 Guilford 26 SR 4974 ‐ SANDY SPRINGS RD SR 4327 ‐ HIGH MEADOWS RD TO CUL‐DE‐SAC 3 2 2WU 0.14 20 160.14 16

2020CPT.07.20.20411 Guilford 27 SR 5205 ‐ HARLEQUIN DR SR 2520 ‐ BURTON FARM RD TO SR 5207 ‐ OLDSQUAW DR 3 2 2WU 0.111 21 130.111 13

2020CPT.07.20.20411 Guilford 28 SR 5206 ‐ RUDDY DUCK DR SR 5205 ‐ HARLEQUIN DR TO DEAD END 3 2 2WU 0.11 21 130.11 13

2020CPT.07.20.20411 Guilford 29 SR 5207 ‐ OLDSQUAW DR DEAD END TO CUL‐DE‐SAC 3 2 2WU 0.212 21 240.212 24

2020CPT.07.20.20411 Guilford 30 SR 5208 ‐ GADWALL DR SR 5207 ‐ OLDSQUAW DR TO CUL‐DE‐SAC 3 2 2WU 0.241 21 270.241 27

2020CPT.07.20.20411 Guilford 31 SR 5209 ‐ GADWALL CT SR 5208 ‐ GADWALL DR TO CUL‐DE‐SAC 3 2 2WU 0.062 21 70.062 7

2020CPT.07.20.20411 Guilford 32 SR 2711 ‐ TROXLER MILL RD SR 2705 ‐ OSCEOLA‐OSSIPEE RD TO SR 4732 ‐ PARKDALE RD 2 2 2WU 1.416 22 160 600 60 4 15,290 15,172 14 51.416 160 600 60 4 15,290 15,172 14 5

2020CPT.07.20.20411 Guilford 33 SR 4732 ‐ PARKDALE RD SR 2711 ‐ TROXLER MILL RD TO RCL 2 2 2WU 0.577 21 65 6,098 6,0980.577 65 6,098 6,098

2020CPT.07.20.20411 Guilford 34 SR 2526 ‐ SUMMIT AVE.NORTHEAST OF SR‐2638 CANDLENUT RD. TO PVMT JT NEAR TAPER TO

BRYAN PARK RD. (NS) 4 2 2WU 1.95 22 251 58 1 20,592 21,020 166 121.95 251 58 1 20,592 21,020 12

13.975 1614 26,620 18,940 200 58 1 4 62,412 62,722 180 5 121614

2020CPT.07.20.20791 Rockingham 35 SR 2658 ‐ PARKDALE RD SR 4732 ‐ PARKDALE RD GCL/RCL TO RCL/CCL 2 2 2WU 1.323 21 149 800 94 14,068 14,4141.323 149 800 94 14,068 14,4141.323 149 800 94 14,068 14,414

149

16.386 1885 1 39,390 31,885 294 58 119 11 3 4 76,480 77,136 180 5 12 20 851885

17

17 105

5

18

28,482

125,134

153,616GRAND TOTAL

800

45,560

71,275















PROJECT REFERENCE NO. SHEET NO. - NCDOT

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