SHEETS

TOTALSTATE PROJECT NO.

NO.

SHEET

N.C.

F.A. PROJ. NO.

1

16-S

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DD271374

57CR.20411.70

mSummit

%29

(150

%29

(150

(61

(61

(61

(150

(150

Camp

Maintenance

Camp Burton

St.

$85

40

(6

[126]

[127]

[128]

W

Ave

%421

%70

%70%29

220

%220%70

[130]

[132]

Main

St.

Church

St.

Whitsett

St.

$4085 $4085

(61

(100

(61

100

(61

(100

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(61

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%70

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Reidsville H

wy

N O

henry Blvd

N O H

enry Blvd

E Wendover Ave

Burlington

Rd

Park Ct

Eto

n Dr

S O H

enry Blvd

J M H

unt E

xpy

J M Hunt E

xpy

Begonia R

d

Twelve A

cres L

n

Chris

mon R

d

Sum

mit Ridge Dr

Burlington St

Whitsett A

ve

N O

henry Blvd

Reidsville H

wy

Reidsville H

wy

Reidsville H

wy

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

N O

henry Blvd

Burlington Rd

E Wendover Ave

Burlin

gton R

d

E Wendover AveE Wendover Ave E Wendover AveE Wendover Ave E Wendover Ave

Burlington

RdBurlington Rd

Burlington Rd Burlington Rd

N O

henry Blvd

Burlin

gton R

d

Burlington Rd

Burlington Rd

Burlington R

d

Burlin

gton R

d

Burlin

gton R

d

Burlington Rd

Burlington Rd

Burlington Rd

S O H

enry Blvd

Ross A

ve

J M H

unt E

xpy

J M H

unt E

xpy

Church St

Pied

mont Ave

Whitsett A

ve

Pace Dr

E Lee St

E Lee St

E Lee St

Liberty Rd

Carm

on R

d

Dow Dr

Penn L

o Dr

Pace Dr

Daisy Ln

Dona Rd

Dusty R

d

E Lee St

E Lee St

Lees Chapel Rd

Reidsville H

wy

Martin L

uther King Jr D

r

Chris

mon Rd

Reidsville H

wy

Reidsville H

wy

N O

henry Blvd

Burlington Rd

E Lee St

%70

(61

(61

(150 COUNTY

GUILFORD

2015

AL

AM

AN

CE

CO

UN

TY

RANDOLPH COUNTY

ROCKINGHAM COUNTY

4

2

1

3

5

3093

1005

2826

2819

2826

2509

2509

2819

2732

2732

2732

2832

3000

3029

3029

3242

Old Julia

n R

d

Alamance Church Rd

Burlington Rd

Birc

h Cre

ek R

d

Bro

oks Lake R

d

Rankin Mill R

d

Hines C

hapel R

d

Mc Leansville R

d

McConnell Rd

Clovelly D

r

3336

Coble Church Rd

ROCKINGHAM COUNTY

70%

70%70%

70%70%

%29

%29

%29

%29

%421

421%

421%

%29

(150

(150

(150

(150

(61

(61

(61

(61

(61

(61 (62

(62

(62(62(62

$4085

$40 $40

$40$40

$85

$85

$85

$85$85

Mc Leansville Rd

2832

25652565

Hines C

hapel Rd

Hicone Rd

2819

3000

Youngs Mill Rd

STATE PROJECT NO.NO.

SHEET

N.C. 2

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SHEETS

TOTAL

U

PAVEMENT SCHEDULE

EXISTING PAVEMENT.

C1

5

C2

F2

7CR.20411.70

AST MAT COAT #67M STONE

RATE OF 137.5 LBS. PER SQ. YD.

SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE

PROP. APPROX. 1" ASPHALT CONCRETE

F1 AST MAT COAT, #78m STONE

D

D

U

C1

F1

20’ - 46’

TYPICAL SECTION NO. 1

SECTIONS ON MAPS 2 AND 3

*NOTE: NO MILLING AT CURB AND GUTTER

**NOTE: NO PAVEMENT ON BRIDGE #370 ON MAP 2:

STA. 84+80 TO STA. 87+05

TO BE USED ON MAPS 1, 2, 3, AND 4

***NOTE: NO PAVEMENT ON SECTION ON MAP 4:

STA. 114+60 TO STA. 116+60

MAP 4: STA. 0+00 TO STA. 116+60

D

D

U

C2

F2

21’ - 37’

TYPICAL SECTION NO. 2TO BE USED ON MAP 4

RATE OF 165 LBS. PER SQ. YD.

SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE

PROP. APPROX. 1" ASPHALT CONCRETE

STA. 116+60 TO STA. 221+20

18" MIN.

BOX

VALVESTONE OR NO. 57 STONE

CAN BE FILLED WITH 78M

AREA BELOW 8 INCH DEPTH

8" MIN.CONC.

PAVEMENT

EXISTING

DETAIL DRAWING

& VALVE CASTINGS IN PAVEMENTSTANDARD CONCRETE ENCASEMENT FOR MANHOLE

SURFACE COURSE

PROPOSED

ARE NOT IN THE TRAVEL LANE.

CLASS B CONCRETE MAY BE USED WHEN ADJUSTMENTS

USE RAPID SET GROUT, MORTAR, OR CONCRETE

PAVEMENT

EXISTING

MANHOLE

PRECAST CONCRETE

BRICK MASONRY OR

18" MIN.

CONC.8" MIN.

PROPOSED SURFACE COURSE

4. RAPID SET GROUT, MORTAR, OR CONCRETE SHALL BE USED

3. EXCAVATION FOR THE ADJUSTMENT SHALL BE SHEER CUT ON ALL SIDES.

NEW BRICK MASONRY.

2. ALL FAULTY EXISTING BRICKWORK TO BE REMOVED AND REPLACED WITH

1. MORTAR SHALL BE MIXED TO NCDOT SPECIFICATIONS.

NOTES:

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

-ABLE BRIDGE DECKSPAVEMENT OR NON-RESURFACEXISTING CONCRETEBEGINNING OR END OF MAP,

75’

VAR.

INCIDENTAL MILLING DETAIL

D

STATE SYSTE

M

SY

ST

EM

ST

AT

EN

ON -

SY

ST

EM

RESURFACE AREA

MAIN LINE IS BEING RESURFACEDPAVING DETAIL 2

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

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

SCHOOL BUS DRIVE)

NOTE: NON-SYSTEM (CITY STREET, PRIVATE DRIVE,

ISLANDCONCRETE

MAPS ENDING IN A TEE INTERSECTION

RESURFACE AREA

MAIN LINE IS NOT BEING RESURFACEDPAVING DETAIL 1

BETWEEN LINES6" SPACINGCENTERLINE THERMOPLASTIC

ON RADII SHALL BE MINI-SKIPS AND EDGELINE

TO BE USED AT ALL

NON-SIGNALIZED INTERSECTIONS

(NOT TO SCALE)

4" EDGELINE

6" MINI SKIPS

AN 8’ AND 2’ SKIP, THE WIDTH OF THE SKIP SHALL BE 6".NOTE: MINI SKIPS SHALL BE PLACED ON A 10’ CYCLE, CONTAINING

T.SPELL 7-19-11

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

SHEET NO.PROJECT REFERENCE NO.

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

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

DATE:ORIGINAL BY:

MODIFIED BY:

CONTRACT STANDARDSAND DEVELOPMENT UNIT

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Shoulder

Wedge

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ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

PROPOSED PAVEMENT

MATERIAL

APPROVED BACKFILL

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

EXISTING PAVEMENT

MATERIAL

APPROVED BACKFILL

(Resurfacing Projects w/ NO Widening)

DETAILS

SHOULDER WEDGE

- SHOULDER WEDGE ANGLE = 30°

10/16/12

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

2) BACKFILL SHOULDER WITH APPROVED MATERIAL.

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

NOTES:

ASPHALT OVERLAY

aSHOULDER WEDGE

EXISTING PAVEMENT

MATERIAL

APPROVED BACKFILL

a

SHOULDER W/ RUTTING

EXISTING UNIMPROVED

DROP OFF

RUT

SHOULDER WEDGE DETAIL

Rutted Shoulder)

(Resurfacing Adjacent to

with Existing Paved Shoulder having no dropoffs)

(Resurfacing Projects w/ Widening or

37CR.20411.70

DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

LEGEND

DE

PA

RT

EN

OF ANS

PO

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

ZO

NE

TRAFFIC

C

ON

TR

OL

DIV

ISIO

NOF HIG

HW

AY

STS

CA

I

M

T

TR

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

ROAD

48’’ X 48’’

UNDER

CONST

48’’ X 48’’

LOW/SOFT

SHOULDER

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

cthuskin

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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

2

STATE PROJECT NO.NO.

SHEET

N.C. 4

SHEETSTOTAL

57CR.20411.70

5 5

PROJECT

COUNTY

MAP

ROUTE

DESCR

IPTION

TYP

LANES

LANE TY

PE

FINAL

 SURF

ACE TESTING REQ

UIRED

WAR

M M

IX ASP

HAL

T RE

QUIRED

LENGTH

WIDTH

INCIDEN

TAL STONE BA

SE

INCIDEN

TAL MILLING

ASPH

ALT CO

NC SU

RFAC

E CO

URS

E, TYP

E SF9.5A

ASPH

ALT BINDER

 FOR PLAN

T MIX

ASPH

ALT SU

RFAC

E TR

EATM

ENT, M

AT 

COAT

, #78M STO

NE

GEN

ERIC PAV

ING ITEM

 ‐ [ASP

HAL

T SU

RFAC

E TR

EATM

ENT, M

AT COAT

, #67

 STONE]

RETR

OFITTING EXISTING CURB

 RAM

PS

ADJ. OF MAN

HOLES

ADJUSTMEN

T OF METER

 BOXE

S OR 

VALV

E BO

XES

NO NO NO MI FT TONS SY TONS TONS SY SY EA EA EA1 2 2WU NO NO 1.58 21 105 1,385 93 19,4661 2 2WU NO NO 0.02 21‐33 22 1 317

1.6 105 1,407 94 19,7831 2 2WU NO NO 0.063 21 55 54 4 7761 2 2WU NO NO 0.119 21‐35 135 9 1,9551 2 2WU NO NO 0.017 35 24 2 3491 2 2WU NO NO 0.027 46 70 5 729 1 31 2 2WU NO NO 0.077 21‐46 106 7 1,536 11 2 NO NO 0.138 21 117 8 1,7001 2 2WU NO NO 0.028 21‐30 49 3 4271 2 2WU NO NO 0.107 30 150 10 1,8831 2 2WU NO NO 0.03 21‐30 32 2 4581 2 2WU NO NO 0.321 21 333 22 3,9551 2 2WU NO NO 0.049 25 110 7 7191 2 2WU NO NO 0.034 28‐40 47 3 6781 2 2WU NO NO 0.033 40 73 5 774 21 2 2WU NO NO 0.098 28 111 7 1,6101 2 2WU NO NO 0.027 28‐41 38 3 5541 2 2WU NO NO 0.035 41 78 5 8421 2 2WU NO NO 0.148 28 168 11 2,4311 2 2WU NO NO 0.151 21 129 9 1,8601 2 2WU NO NO 0.078 22 70 5 1,0071 2 2WU NO NO 0.027 22‐24 192 45 3 364

BRIDGE #370 1 2 2WU NO NO 0.043 241 2 2WU NO NO 0.028 22‐24 26 2 3781 2 2WU NO NO 0.154 22 137 9 1,988

1.832 55 192 2,102 141 26,973 2 2 31 2 2WU NO NO 0.009 20‐24 60 8 1 1161 2 2WU NO NO 0.17 20 138 9 1,9951 2 2WU NO NO 0.033 20‐28 32 2 4651 2 2WU NO NO 0.571 26 691 46 8,710 2 41 2 2WU NO NO 0.013 20‐28 13 1 1831 2 2WU NO NO 0.42 20 341 23 4,928

1.216 60 1,223 82 16,397 2 41 2 2WU NO NO 0.025 21‐34 248 28 2 4111 2 2WU NO NO 2.03 21 1,878 126 25,0101 2 2WU NO NO 0.071 21‐37 83 6 1,2081 2 2WU NO NO 0.045 37 67 5 977

SKIP 1 2 2WU NO NO 0.038 372 2 2WU NO NO 0.027 37 49 3 5862 2 2WU NO NO 0.095 21‐37 134 9 1,6162 2 2WU NO NO 1.86 21 1,972 132 22,915

4.191 248 4,211 283 27,606 25,1175 SR 2509 (BROOKS LAKE ROAD) FROM NC 150 ‐ 2.15 TO ROCKINGHAM COUNTY LINE ‐ 0.00 1 2 2WU NO NO 2.154 22 83 2,020 135 27,801

2.154 83 2,020 135 27,80110.993 551 192 10,963 735 118,560 25,117 2 4 7

10.993 551 192 10,963 735 118,560 25,117 2 4 7

PROJECT

COUNTY

MAP

ROUTE

DESCR

IPTION

TYP

LANES

LANE TY

PE

LENGTH

WIDTH

WORK

 ZONE 

ADVA

NCE/G

ENER

AL     

WAR

NING SIGNING

TEMPO

RARY

 TRA

FFIC 

CONTR

OL

4" X 90 M W

HITE 

THER

MO

6" X 120

 M W

HITE 

THER

MO

24" X 120 M W

HITE 

THER

MO

THER

MO M

SG STO

P 120 

M THER

MO M

SG AHEA

D 120

 M TH

ERMO M

SG SCH

OOL 

120 M

THER

MO LT AR

ROW   90

 M TH

ERMO RT AR

ROW   90

 M TH

ERMO STR

 & RT 

ARRO

W  90 M

4" W

HITE PA

INT

4" YELLO

W PAINT

8" W

HITE PA

INT

8" YELLO

W PAINT

NO NO NO SF LS LF LF LF EA EA EA EA EA EA LF LF LF LF1 SR 3093 (OLD JULIAN ROAD) FROM SR 3336 (COBLE CHURCH ROAD) ‐ 4.12 TO SR 1005 (ALAMANCE CHURCH ROAD) ‐ 5.72 1 2 2WU 1.6 21‐33 180 1 150 24 4 5 33,480 46,203

1.6 180 1 150 24 4 5 33,480 46,2032 SR 3029 (YOUNGS MILL ROAD) FROM JOINT 215' NORTH OF SR 3242 (CLOVELLY DRIVE) ‐ 1.83 TO SR 3000 (MCCONNELL ROAD) ‐ 0.00 1 2 2WU 1.832 21‐46 205 675 134 30 2 4 34,518 42,840 390 920

1.832 205 675 134 30 2 4 34,518 42,840 390 9203 SR 2826 (BIRCH CREEK ROAD) FROM US 70 (BURLINGTON ROAD) ‐ 1.22 TO SR 2819 (MCLEANSVILLE ROAD) ‐ 0.00 1 2 2WU 1.216 20‐28 137 75 16 19,720 12,605

1.216 137 75 16 19,720 12,6054 SR 2732 (HINES CHAPEL ROAD) FROM SR 2832 (RANKING MILL ROAD) ‐ 4.19  TO SR 2819 (MCLEANSVILLE ROAD) ‐ 0.00 1‐2 2 2WU 4.191 21‐37 470 975 192 180 12 5 5 86,332 88,523 440

4.191 470 975 192 180 12 5 5 86,332 88,523 4405 SR 2509 (BROOKS LAKE ROAD) FROM NC 150 ‐ 2.15 TO ROCKINGHAM COUNTY LINE ‐ 0.00 1 2 2WU 2.154 22 241 375 76 44,750 45,500

2.154 241 375 76 44,750 45,50010.993 1,233 1 2,250 442 210 4 5 12 7 4 5 218,800 235,671 390 1,360

10.993 1,233 1 2,250 442 210 4 5 12 7 4 5 218,800 235,671 390 1,360

 PROJECT NO.   SHEET NO.   TOTAL NO. 

 7CR.20411.70 

GRAND TOTAL21 16 454,471 1,750

TOTAL FOR MAP NO. 5

TOTAL FOR PROJ NO. 7CR.20411.70

7CR.20411.70 Guilford

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

TOTAL FOR MAP NO. 3

TOTAL FOR MAP NO. 4

21 16 454,471 1,750

4 SR 2732 (HINES CHAPEL ROAD)

FROM SR 2832 (RANKING MILL ROAD) ‐ 4.19  TO SR 2819 (MCLEANSVILLE ROAD) ‐ 0.00

TOTAL FOR MAP NO. 4

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

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

TOTAL FOR PROJ NO. 7CR.20411.70

7CR.20411.70 Guilford

1 SR 3093 (OLD JULIAN ROAD)

TOTAL FOR MAP NO. 2

3 SR 2826 (BIRCH CREEK ROAD) FROM US 70 (BURLINGTON ROAD) ‐ 1.22 TO SR 2819 (MCLEANSVILLE ROAD) ‐ 0.00

SR 3029 (YOUNGS MILL ROAD)

GRAND TOTAL

TOTAL FOR MAP NO. 5

TOTAL FOR MAP NO. 3

FROM JOINT 215' NORTH OF SR 3242 (CLOVELLY DRIVE) ‐ 1.83 TO SR 3000 (MCCONNELL ROAD) ‐ 0.00

FROM SR 3336 (COBLE CHURCH ROAD) ‐ 4.12 TO SR 1005 (ALAMANCE CHURCH ROAD) ‐ 5.72

TOTAL FOR MAP NO. 1

2

vicinity_sh1typical_1Resurfacing_AdvWarn_2LnRevised Shoulder Wedge Detail