r247 orange county

RIV

ER

ENO RIVER

EN

O

85

40

85

40

.06

85

40

46

64

6665

192 200

216

21

38

Hillsborough

pop. 6,584

Carr

CedarGrove

Kennedy

Schley

Caldwell

Miles

Cheeks

Crossroads

Efland

McDade

1531

1528

1529

1530

1534

1538

1527

1526

1525

1524

1523

1522

1515

1516

1581

1515

1578

1516

1001

1517

1517

1518

1519

1508

1508

1520

1521

1543

1543

1520

1001

1506

1507

1512

1514

1512

1511

1510

1510

1509

1508

1507

1506

1506

1577

1505

1100

1504

1508

1546

1591

1507

1544

1547

1503

1576

1501

1501

1502

1500

1371

1361

1422

1361

1369

1368

1368

1004

1004

1366

1367

1365

1364

1363

1370

1362

1361

1361

1004

1350

1350

1364

1356

1358

1361

1357

1355

1354

1353

1359

1360

1357

1004

1352

1383

1323

1352

1345

1349

1348

1343

1351

1001 1548

1549

1579

1621

1542

1597

1632

1538

1627

1541

1541

1540

1538

1539

1575

1623

1573

1548

1001

1585

1584

1551

1550 1552

1335

1334

1380

1553

1538

1553

1554

1332

1332

1333

1336

1336

1338

1337

1004

1338

1004

1306

1391

13791332

1339

1340

1340

1340

1347

1341

1341

1342

1344

13431345

1306

1306

1310

1312

1405

1002

1573

1548

1600

1601

1567

1572

162516051595

1612

1624 1603

1602

1567

1571

1569

1569

1570

1004

1140

1142

1142

1141

1139

1114

1145

1137

1120

1146

1411

1410

1346

1611

1617

1395

1390

1328

1396

1397

1409

1328

1557

1558 1598

1666

1161

1184

1185

1206

1162

1201

1150

1156

1150

11561161

1134

1147

1204

11481192

1183

1006

1628

1622

1619

1556

1594

1583 1615

1614

1616

1555

1555

15861559

1587

1592 1560

1538

1002

1002

1561

1562

1563

1609

1002

1706

1707

1708

1709

1562

15991564

1819

1821

1822

1705

1009

1595

1379

1144

1306

1307

1376

1306

1304

1305

1303

1381

1300

1346

1631

1629

1630

1607

1606

1606

1608

1574

1002

10021548

1548

1638

1613

1613

1593

1618

1604

1575

1332

1334

1323

1335

1528

1500

1503

1366

1362

1361

1421

1526

1343

1301

1146

1402

1302

1308

1385

1401

1384

1386

1404

1394

1309

1384

1393

1392

1143

1146

1374

1310

1114 1311

13031399

1398

1400

1314

1315

1313

1378

1316

1320 1316

1317

1322

1319

13181120

1317

1326

1325

1324

1146

1377

1120

1322

1327

1144

1554

1647

1373

1634

1641

1239

1253

1403

1372

1250

1419

1412

1417

1414

1415

1416

1418

1420

1341

1645

1645

1644

1643

1626

1186

1635

1636

1637

1640

1553

1639

1513

1646

1648

1425 1426

1427

1423

1424

1257

1428

1429

1430

1649

1431

1431

1432

1433

1651

1651

1652

1650

1650

1653

1653

1654

165516561658

1657

1249

1374

1146

1303

1428

1437

1438

1439

1441

1440

1442

1443

1661

1663

1664

1662

1436

14351434

1444

1660

1659

1659

1446

1447

1448

1671

1672

1669

1670

16671668

1588

1665

1450

1449

1642

1676

1673

1674 1675

1677

1451

1452

1684

1445

1653

1679

1681

1680

1683

1682

1689

16851688

1687

1686

1685

14531450

1690

1690

1691

1699

1692

1692

1697

1693

1695

16961694

1698

2300

2301

2302

2303

2304

1100

1567

1567

SchoolMiddleCW Stanford

2128

1914

1989

1902

1311

LebanonCh.

FairfieldCh.

Eno Ch.

Mt. Zion

Ch.

Flat Rock

EbenezerCh.

Ch.

Grave

Gov. Burks

Ch. & Cem.CrossroadsOrange

Ch.Mars Hill

Str

ouds

Creek

ENO

RIVER

ENO

RIVER

Public WorksCountyOrange

86

15361538

1538

1524

1524

1542

1548

Southern

Rwy.

Southern

Railw

ay

1566

Efland-CheeksElementarySch.

1709

70

BUS

70

BYP

70

BUS

70

BUS

70

BYP

70

BUS

86

165851134

4085

70

Lake

Orange

49

4986

1142

Mebane

157

157

157

157

157

FO

RK

LITTLE

RIVER

SOUTH

FOR

K

LITTLERIV

ER

NORTH

1614

2300

2300

2310

1653

2307

2307

23092308

2306 2305

2305

1614

1516

1508

1508

1182

14561457

14541455

173

67

44

40

52

7 32

43

189

8

27

23

Grove

Grove

49

86

86

86

70

70

57

57

132165

55

57

141

69

68

6

268267

79

81

8287

93

59

185

R247

240

1144

86

137

136

160 161

57

57

57

86

157

157

61

60

20

412

11

70

4085

4085

209

53

54

47

130

135

24

234

Ala

mance C

ounty

Ala

mance C

ounty

Durha

m C

ounty

Person County

Caswell County

85

4085

86

R22

4085

2

3

1

4

56

7A

2

7

NORTH CAROLINA

SHEET NO.PROJECT REFERENCE NO.

ORANGE COUNTY

2022CPT.07.06.10681 2022CPT.07.06.20681 1

Efland

Cedar

Gro

ve

Rd.

Carr Store

Rd. Car

r Store

Rd.

Efla

nd C

edar

Grove

Rd.

Map 7A SR 1148 - Eno Mountain Rd.

DO NOT PAVE OVER BRIDGE. Mill and fill at Curb & Gutter only.Map 7 SR 1148 - Allison St

vertical clearance.Mill under RxR Bridge to maintain Map 6 SR 1144 - Dimmocks Mill Rd.

DO NOT PAVE OVER BRIDGE. Map 5 SR 1144 - Ben Johnston

Map 4 SR 1538 - New Sharon Church Rd.

Map 3 SR 1357 - Efland Cedar Grove Rd.

DO NOT PAVE OVER BRIDGE. SR 1352 Carr Store Rd.Pave through intersection at Widen to 24 feet EP-EP. resurfacing to each joint.Skip area of new pavement. Tie Map 2 SR 1004 - Efland Cedar Grove Rd.

Map 1 NC 49

0.5'

2

E

DETAIL A

**

*


ADETAIL

SEE

SHEETSEE DETAIL30° TYPWEDGESHOULDER

ADETAIL

SEE

SHEETSEE DETAIL

30° TYPWEDGE

SHOULDERF1

F1

U

E

PAVEMENT SCHEDULE

F

F1 AST MAT COAT, #78M

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

C1

C

D

AST MAT COAT, #67

V2 MILL ASPHALT PAVEMENT, 4" DEPTH

C2

AVERAGE RATE OF 456 LBS. PER SQ. YD.

INTERMEDIATE COURSE, TYPE I19.0C, AT AN

PROP. APPROX. 4" ASPHALT CONCRETE

OF 165 LBS PER SQ YD.

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

" ASPHALT CONCRETE SURFACE COURSE,21

PROP. APPROX. 1

OF 137.5 LBS PER SQ YD.

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


PROP. APPROX. 1

EXISTING PAVEMENT

" DEPTH21

MILL ASPHALT PAVEMENT, 1V1

EXISTING PAVEMENT WIDTH VARIES

EXISTING PAVEMENT

EXISTING PAVEMENT

C2 F

SECTION TYPICAL NOTED ON* MIX TYPE AS

EE

curb (typ.)with no outsidein areas onlyreconstructionShoulder

EXISTING PAVEMENT

C1 F1

SHEETWEDGE DETAILSEE SHOULDER30° TYPSAFETY EDGE



SECTION TYPICAL NOTED ON** STONE AS

EXISTINGGUTTER ISALL CURB AND

BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN

EXISTING PAVEMENT

(TYP)MAX

"211



C V

TYPICAL SECTION NO.4

C1

C1F1BY ENGINEER

MAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN

C1






" DEPTH41

MILL ASPHALT PAVEMENT, 1V


NEW PAVEMENT WIDTH 24 FEET

2022CPT.07.06.10681 2022CPT.07.06.20681

Y SHOULDER RECONSTRUCTION

Y1 SHOULDER WEDGE (SEE DETAIL)

Y Y

Y1

Y1Y1

Y1

Y1


Map 2 SR 1004 Efland Cedar Grove Rd.


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


PROP. APPROX. 1

Map 1 NC 49


Map 3 SR 1357 Efland Cedar Grove Rd.

EXISTING PAVEMENT

C F1




TYPICAL SECTION NO.3Y1Y1


no outside curb (typ.)in areas only withShoulder reconstruction

Map 7 SR 1148 Allison St.

Map 7A SR 1148 Eno Mountain Rd.

(Mill under RxR Bridge to maintain vertical clearance)

Map 6 SR 1144 Dimmocks Mill Rd

Map 5 SR 1144 Ben Johnston Rd.

Map 4 SR 1538 New Sharon Church Rd.

variesWIDEN

variesWIDEN


3

BOX

VALVESTONE OR NO. 57 STONECAN BE FILLED WITH 78M AREA BELOW 8 INCH DEPTH

U

U

**

*

** **

**

*

EXISTING PAVEMENT JOINTS

BEGIN MAP/ END MAP @

ASPHALT WEDGING 10' MINIMUM TEMPORARY

SEE TYPICALS FOR MIX TYPE

INCIDENTAL MILLING AT TIE-IN DETAIL

AS DIRECTED BY ENGINEER

APPROX. 75 FT

PAVEMENT WIDTH

MILL INCIDENTAL FULL LANE

SEE TYPICALS

TO OVERLAY THICKNESS OF MAPS

MILL DEPTHS WILL BE EQUAL

MORTAR, OR CONCRETE.USE RAPID SET GROUT,

MASONRY AS REQUIRED ADJUSTMENT RINGS ORCONCRETE MANHOLE

P.C.C. STRENGTHEARLY

CUT LINE

COURSESURFACEPROPOSED


P.C.C. STRENGTHEARLY

TYP."2

11 DIRECTED

SHIM AS

MIN18"

MIN18"

(TYP)CONC.8" MIN.


(TYP)MIN18"

PAVEMENTEXISTING

ARE NOT IN THE TRAVEL LANE. BE USED WHEN ADJUSTMENTS CLASS B CONCRETE MAY4. 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:

VALVE CASTINGS IN PAVEMENT

STANDARD CONCRETE ENCASEMENT FOR

FOR MANHOLE CASTINGS IN PAVEMENT

STANDARD CONCRETE ENCASEMENT

D

D

ASPHALT WEARING

SURFACE

SYMMETRICAL ABOUT

THIS CENTERLINE

LD

D

TO PROVIDE A SMOOTH RIDING SURFACE OTHERWISE.

THICKNESS SHALL PREFERABLY BE 1-1/2" UNLESS IT IS IMPRACTICAL

OF NOT LESS THAN †" SHALL BE PROVIDED. THE MAXIMUM

AS NECESSARY TO PROVIDE A SMOOTH RIDING SURFACE. A THICKNESS

OPEN. THE PROPOSED WEARING SURFACE SHALL VARY IN THICKNESS

NOT TO HINDER EFFECTIVE DRAINAGE. ALL DRAINS SHALL BE LEFT

PLACING THE WEARING SURFACE AROUND FLOOR DRAINS SO AS

FOR BRIDGES WITH FLOOR DRAINS, CARE SHALL BE EXERCISED IN

" MIN.85

BRIDGE HALF TYPICAL SECTION

BRIDGE WIDTHHALF

ROADWAY C

2022CPT.07.06.10681 2022CPT.07.06.20681

U

E

PAVEMENT SCHEDULE

F

F1 AST MAT COAT, #78M

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

C1

C

D

AST MAT COAT, #67

V2 MILL ASPHALT PAVEMENT, 4" DEPTH

C2

AVERAGE RATE OF 456 LBS. PER SQ. YD.

INTERMEDIATE COURSE, TYPE I19.0C, AT AN

PROP. APPROX. 4" ASPHALT CONCRETE


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


PROP. APPROX. 1

OF 137.5 LBS PER SQ YD.

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


PROP. APPROX. 1

EXISTING PAVEMENT

" DEPTH21

MILL ASPHALT PAVEMENT, 1V1

" DEPTH41

MILL ASPHALT PAVEMENT, 1V

Y SHOULDER RECONSTRUCTION

Y1 SHOULDER WEDGE (SEE DETAIL)


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


PROP. APPROX. 1

BETWEEN LINES6" SPACINGCENTERLINE

6" MINI SKIPS

OF QUANTITIES

AS NOTED ON SUMMARY

EDGELINE THICKNESS

OF QUANTITIESAS NOTED ON SUMMARYON RADII SHALL BE MINI-SKIPS AND EDGELINE

NON-SIGNALIZED INTERSECTIONSTO BE USED AS DIRECTED BY ENGINEER

A 6' AND 2' SKIP, THE WIDTH OF THE SKIP SHALL BE 6".

NOTE: MINI SKIPS SHALL BE PLACED ON A 8' CYCLE, CONTAINING

D

STATE SYSTE

M

SY

ST

EM

ST

AT

EN

ON -

SY

ST

EM

ISLANDCONCRETE

MAIN LINE IS BEING RESURFACED

PAVING DETAIL 2

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

MAPS ENDING IN A TEE INTERSECTION

RESURFACE AREA

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

MAIN LINE NOT BEING RESURFACED

PAVING DETAIL 1

D

D

4'-12'

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

4"

PAVEMENT DETAIL

PATCHING EXISTING

V2


4

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:

2022CPT.07.06.10681 2022CPT.07.06.20681

SHEET NO. TOTAL NO.

LENGTH

WIDTH

BORR

OW EXC

AVAT

ION

INCIDEN

TAL STONE

SHOULD

ER

RECO

NSTRU

CTION

MILLING ASP

HAL

T PA

VEMEN

T, ***"D

EPTH

(1‐1/4" )

INCIDEN

TAL MILLING

ASP

HAL

T CO

NC BA

SE

COURS

E, TYP

E B2

5.0C

ASP

HAL

T CO

NC

SURF

ACE CO

URS

E, TYP

E S9.5B

ASP

HAL

T CO

NC

SURF

ACE CO

URS

E, TYP

E S9.5C

ASP

HAL

T BINDER

FOR

PLAN

T MIX

PAT

CHING EXISTING

PAVE

MEN

T

ASP

HAL

T SU

RFAC

E TR

EATM

ENT, M

AT COAT

, #78M

STO

NE

ASP

HAL

T SU

RFAC

E TR

EATM

ENT, M

AT COAT

, #67 STONE

EMULSION FOR

ASPH

ALT SU

RFAC

E TR

EATM

ENT

ADJ. OF MAN

HOLES

ADJUSTMEN

T OF

METER

BOXE

S OR VA

LVE

BOXE

S

SEEDING & M

ULCHING

RESIDEN

TIAL

SEEDING

JUNCT

ION BOX

(STA

NDAR

D SIZE)

INDUCT

IVE LO

OP SA

W

CUT

MI FT CY TONS SMI SY SY TON TONS TONS TON TONS SY SY GAL EA EA AC AC EA LF2022CPT.07.06.10681 Orange 1 NC 49 FROM ACL TO NC 86 1 2 2WU NO NO 5.305 25 180 417 7,449 447 60 80,228 30,487

5.305 180 417 7,449 447 60 80,228 30,4875.305 180 417 7,449 447 60 80,228 30,487

2022CPT.07.06.20681 Orange 2 SR 1004‐EFLAND CEDAR GROVE RD.FROM US 70, 0.00 TO SR 1352‐CARR

STORE RD., 6.21 5 2 2WU NO NO 4.097 22 291 210 8.19 367 5,626 5,616 629 350 57,083 19,999 3.80 0.40 1 650" " SKIP BRIDGE‐DO NOT PAVE 2 2WU NO NO 0.019 24

" "FROM CONCRETE BRIDGE TO NEW

PAVEMENT 5 2 2WU NO NO 0.976 22 1.95 367 1,389 1,358 153 13,709 4,765

" " SKIP NEW PAVEMENT‐DO NOT PAVE 2 2WU NO NO 0.387 22

" "FROM NEW PAVEMENT TO END

MAP 5 2 2WD NO NO 0.733 22 1.47 367 1,059 1,027 116 10,333 4,4976.212 291 210 11.61 1,101 8,074 8,001 898 350 81,125 29,261 3.80 0.40 1 650

2022CPT.07.06.20681 Orange 3 SR 1357‐EFLAND CEDAR GROVE RD.FROM SR 1352 CARR STORE RD.

0.00 TO NC 86, 3.44 2 2 2WU NO NO 3.418 22 195 183 4,154 278 300 45,521 15,0223.418 195 183 4,154 278 300 45,521 15,022

2022CPT.07.06.20681 Orange 4 SR 1538 ‐ NEW SHARON CHURCH RD FROM NC 157 TO NC 57 3 2 2WU NO NO 2.95 21 135 350 2,801 188 130 36,861 12,1642.95 135 350 2,801 188 130 36,861 12,164

2022CPT.07.06.20681 Orange 5 SR 1144 ‐ BEN JOHNSTON RD

FROM SR 1239 ‐ I 85 US 70 CONNECTOR TO SR 1134 ‐

DIMMOCKS MILL RD 3 2 2WU NO NO 1.724 22 81 550 1,712 115 175 22,526 7,4341.724 81 550 1,712 115 175 22,526 7,434

2022CPT.07.06.20681 Orange 6 SR 1144 ‐ DIMMOCKS MILL RDFROM SR 1134 ‐ DIMMOCKS MILL

RD TO SR 1156 ‐ ENO ST 3 2 2WU NO NO 1.12 21 120 67 350 1,136 76 100 14,947 4,933 2 21.12 120 67 350 1,136 76 100 14,947 4,933 2 2

2022CPT.07.06.20681 Orange 7 SR 1148 ‐ ALLISON ST FROM SR 1144 ‐ DIMMOCKS MILL

RD TO BRIDGE #185 4 2 2WU NO NO 0.134 24 2,202 167 11

" "FROM BRIDGE #185 TO SR 1006 ‐

ORANGE GROVE RD 3 2 2WU NO NO 0.592 24 60 433 763 51 60 10,054 3,3350.726 60 2,202 433 930 62 60 10,054 3,33516.15 291 801 11.61 2,269 2,967 8,074 18,734 1,617 1,115 211,034 72,149 2 2 3.80 0.40 1 650

21.455 291 981 11.61 2,269 3,384 8,074 18,734 7,449 2,064 1,175 211,034 80,228 102,636 2 2 3.80 0.40 1 650

PROJECT NO.

2022CPT.07.06.10681, 2022CPT.07.06.20681 5

TOTAL FOR PROJ NO. 2022CPT.07.06.10681

TOTAL FOR MAP NO. 2

LANES

LANE TY

PE

FINAL

SURF

ACE TESTING

REQUIRED

WAR

M M

IX ASP

HAL

T RE

QUIRED

TOTAL FOR MAP NO. 1

PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION

TYP NO

TOTAL FOR MAP NO. 7TOTAL FOR PROJ NO. 2022CPT.07.06.20681

GRAND TOTAL

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

TOTAL FOR MAP NO. 3

TOTAL FOR MAP NO. 4

TOTAL FOR MAP NO. 5

TOTAL FOR MAP NO. 6

SHEET NO. TOTAL NO.

LENGTH

WIDTH

WORK

ZONE AD

VANCE/G

ENER

AL

WAR

NING SIGNING

TEMPO

RARY

TRA

FFIC CONTR

OL

4" X 90 M YELLO

W THER

MO

4" X 90 M W

HITE TH

ERMO

6" X 90 M W

HITE TH

ERMO

6" X 90 M YELLO

W THER

MO

THER

MO M

SG SCH

OOL 90

MILS

THER

MO RXR

90 MILS

GEN

ERIC M

ARKING, P

OLYURE

A PA

VEMEN

T MAR

KING LINES (4

", 20

MILS WHITE) (S

TANDAR

D GLA

SS BEA

DS)

GEN

ERIC M

ARKING, P

OLYURE

A PA

VEMEN

T MAR

KING LINES (4

", 20

MILS YELLOW) (STAN

DAR

D GLA

SS

BEAD

S )

GEN

ERIC M

ARKING, 4" 50

MILS HOT

SPRA

Y TH

ERMO (Y

ELLO

W)

GEN

ERIC M

ARKING, 4" 50

MILS HOT

SPRA

Y TH

ERMO (W

HITE)

GEN

ERIC M

ARKING, 6" 50

MILS HOT

SPRA

Y TH

ERMO (W

HITE)

24" X 90

M W

HITE TH

ERMO

16" X 90

M W

HITE TH

ERMO

SNOWPLOWAB

LE PAV

EMEN

T MAR

KERS

YELLOW/YELLO

W

MI FT SF LS LF LF LF LF EA EA LF LF LF LF LF LF LF EA2022CPT.07.06.10681 Orange 1 NC 49 FROM ACL TO NC 86 1 2 2WU 5.305 25 594 1.00 57,786 51,518 351

5.305 594 1 57,786 51,518 3515.305 594 1 57,786 51,518 351

2022CPT.07.06.20681 Orange 2 SR 1004‐EFLAND CEDAR GROVE RD.FROM US 70, 0.00 TO SR 1352‐CARR

STORE RD., 6.21 5 2 2WU 4.097 22 650 30,077 43,264 120 200 200 78" " SKIP BRIDGE‐DO NOT PAVE 2 2WU 0.019 24

" "FROM CONCRETE BRIDGE TO NEW

PAVEMENT 5 2 2WU 0.976 22 10,208 10,307 26

" " SKIP NEW PAVEMENT‐DO NOT PAVE 2 2WU 0.387 22

" "FROM NEW PAVEMENT TO END

MAP 5 2 2WD 0.733 22 4,900 7,740 366.212 650 45,185 61,311 182 200 200 78

2022CPT.07.06.20681 Orange 3 SR 1357‐EFLAND CEDAR GROVE RD.FROM SR 1352 CARR STORE RD.

0.00 TO NC 86, 3.44 2 2 2WU 3.418 22 383 27,903 37,090 683.418 383 27,903 37,090 68

2022CPT.07.06.20681 Orange 4 SR 1538 ‐ NEW SHARON CHURCH RD FROM NC 157 TO NC 57 3 2 2WU 2.95 21 330 26,915 31,310 322.95 330 26,915 31,310 32

2022CPT.07.06.20681 Orange 5 SR 1144 ‐ BEN JOHNSTON RD

FROM SR 1239 ‐ I 85 US 70 CONNECTOR TO SR 1134 ‐

DIMMOCKS MILL RD 3 2 2WU 1.724 22 193 302 302 18,205 18,205 281.724 193 302 302 18,205 18,205 28

2022CPT.07.06.20681 Orange 6 SR 1144 ‐ DIMMOCKS MILL RDFROM SR 1134 ‐ DIMMOCKS MILL

RD TO SR 1156 ‐ ENO ST 3 2 2WU 1.12 21 125 6 2 11,827 80 75 501.12 125 6 2 11,827 80 75 50

2022CPT.07.06.20681 Orange 7 SR 1148 ‐ ALLISON ST FROM SR 1144 ‐ DIMMOCKS MILL

RD TO BRIDGE #185 4 2 2WU 0.134 24 15 12 436 436 1,420 710 173

" "FROM BRIDGE #185 TO SR 1006 ‐

ORANGE GROVE RD 3 2 2WU 0.592 24 66 6,252 6,252 120.726 81 12 436 436 7,672 6,962 12 17316.15 1,762 73,088 98,401 250 18 2 938 938 52,792 68,304 152 326 50

21.455 2,356 1 73,088 98,401 58,036 51,518 18 2 938 938 52,792 68,304 152 326 50 351

DESCRIPTION

TYP NO

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

PROJECT NO COUNTY MAP NO ROUTE

PROJECT NO.

2022CPT.07.06.10681, 2022CPT.07.06.20681

20

123,124

123,124



20

TOTAL FOR MAP NO. 3

TOTAL FOR MAP NO. 4

TOTAL FOR MAP NO. 5

6

376

376

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

171,489GRAND TOTAL

250

109,304

109,554

171,489

TOTAL FOR MAP NO. 6

TOTAL FOR MAP NO. 7

LANES

LANE TY

PE

2022CPT.07.06.10681 2022CPT.07.06.20681 7

SEAL

DATESIGNATURE

TN

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FO

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LIS

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TA

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AR

D D

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WIN

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1 1 1 1

INCORRECT WAY TO TWIST WIRE

CORRECT WAY TO TWIST WIRE

LOOP WINDING METHODSAW CUT OPTIONS

OPTION 1 START

FINISH

2 3 4 6

SAW SLOT

5

12"-18"

12"-18"

SAW CUT OPTIONS

OPTION 1

LOOP WINDING METHOD

START

FINISH

12"-18"

CONVENTIONAL 4-SIDED LOOP

QUADRUPOLE LOOPSAW SLOT DEPTH CHART

LOOP WIRE TWISTING METHOD

45°

45°

A A A A

A A A A

(POOR PAVEMENT)OPTION 2

(POOR PAVEMENT)OPTION 2

NOTES

ALTERNATE DIRECTIONS

WIND LOOPS IN

ADJACENT LANES,

MORE LOOPS IN

WHEN INSTALLING 2 OR

4.0 4.5 5.0 5.0 5.0

3’ 3’

ASSUMING 2" MILLING DEPTH

MINIMUM TOTAL

ASPHALT DEPTH

REQUIRED

5.0 5.5 6.0 6.0 6.0

DEPTH

LENGTH OF THE FEEDER SLOT AND LOOP SAW SLOT.

ROD SPACED ONE FOOT APART ALONG THE ENTIRE

-USE A SERIES OF ONE INCH PIECES OF BACKER

INSTALL

1" SECTIONS

OF BACKER

ROD ON 1 FOOT

CENTERS

INSTALL

1" SECTIONS

OF BACKER

ROD ON 1 FOOT

CENTERS

(FO

R IN

ST

AL

LA

TIO

N P

RIO

R T

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ILL

ING

) (FO

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TA

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PR

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TO

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CURING TIME REQUIRED PRIOR TO MILLING.

TO JUNCTION BOX

TAIL SECTION

LOOP WIRE

OTHERWISE SHOWN ON PLANS.

-LOCATE LOOPS IN CENTER OF LANES UNLESS

IN SERIES.

-WIRE LOOPS CONNECTED TO THE SAME DETECTOR

TAIL SECTIONS.

-MAINTAIN 12" SPACING BETWEEN LOOP WIRE

SAW SLOT DEPTH.

INTERSECTION POINTS TO ENSURE UNIFORM

-OVERLAP SAW CUTS AT CORNERS AND

� " MIN

(TYP)

DEPTH

SECTION A - A

2-INCHMILLING DEPTH

SAW SLOT

MIN. TOTAL ASPHALT REQUIRED

INTERSECTIONS

ALL SAW CUT

1� " CORE DRILL

INTERSECTIONS

ALL SAW CUT

1� " CORE DRILL

MAX NO. OF WIRE LAYERS

� " MIN

(TYP)

DEPTH

SECTION A - A

SAW SLOT

MIN. TOTAL ASPHALT REQUIRED

2-INCHMILLING DEPTH

6/29/15 JTP

1. REMOVED TWISTING NOTES FROM TAIL

SECT. TO JUNCTION BOX. 2/26/08 MWH

2. REVISED SECTION A - A DETAILS.

8"-12"

EDGESCHISEL

SMOOTH

NO

R

TH CAROL

INA

ENGINEER

PR

OFESSIONAL

016286

SEAL

M

ILTON I. DEA

N

REVISIONS

CHISEL EDGES SMOOTH

TO JUNCTION BOX

TAIL SECTION

LOOP WIRE

(IN)

DEPTH

-REFER TO STANDARD DRAWING 1725.01 SHEETS

2 AND 3 FOR ADDITIONAL REQUIREMENTS.

7/1/2015

8 0

https://trust.docusign.com

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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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

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750 N. Greenfield Pkwy, Garner, NC 27529

Prepared in the Offices of:

1/30/2015

2022CPT.07.06.106812022CPT.07.06.20681 9

https://trust.docusign.com

MEDIAN

60'150'

*

*

PA

VE

ME

NT

MA

RKI

NG

S

PA

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NT

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OF

SHEET OF SHEET OF

*

60'150'

IN

TE

RS

EC

TI

ON

S

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

EC

TI

ON

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:

8-19

8-19

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08/13/19

SHEET NO.TIP NO.

SEAL

DATE:

APPROVED:

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

M

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A

EHW . V SPRIN

G

ER

042546

1205D04

EN

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L

DR

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1205D04

ROADWAY STANDARD DRAWING

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

PROJECT REFERENCE NO. 2022CPT.07.06.10681 2022CPT.07.06.20681

SHEET NO. 10 of 10

r247 orange county

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