$40

85

$4085

$40

85

$85

FCA

N.

Church

St.

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S

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dL

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dR

dR

[143]

[145]

[147]

[148]

[150]

24-J

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Projects\2020

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CP

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DIV07-300050

SHEET NO.PROJECT REFERENCE NO.

ALAMANCE COUNTY

2

%70 %70%70

1

$4085

$4085

1

2020CPT.07.07.10011

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22-J

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Projects\2020

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CP

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DIV07-300050

D

DC

U

TYPICAL SECTION NO. 1

PAVEMENT SCHEDULE

C

TO BE USED ON MAP 1

V1

U EXISTING PAVEMENT.

1•" MILLING V2 4•" MILLING

D

RATE OF 168 LBS. PER SQ. YD.

SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

PROP. APPROX. 1•" ASPHALT CONCRETE

TYPICAL SECTION NO. 2TO BE USED ON MAP 1

U

C V1

R

TYPICAL SECTION NO. 3

C V1

R

36' - 88'

R

R

R CONCRETE STRUCTURE

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:

18" MIN.

BOX

VALVESTONE OR NO. 57 STONE

CAN BE FILLED WITH 78M

AREA BELOW 8 INCH DEPTH

8" MIN.

CONC.

PAVEMENT

EXISTING

SURFACE COURSE

PROPOSED

ARE NOT IN THE TRAVEL LANE.

CLASS B CONCRETE MAY BE USED WHEN ADJUSTMENTS

USE RAPID SET GROUT, MORTAR, OR CONCRETE

FOR VALVE CASTINGS IN PAVEMENTSTANDARD CONCRETE ENCASEMENT

STATE PROJECT NO.NO.

SHEET

2

SHEETS

TOTAL

8N.C.

V1

TYPICAL SECTION NO. 4TO BE USED ON MAP 1

57' - 77' D

D

V2

D

4'-12'

PAVEMENT DETAIL 1PATCHING EXISTING

LOCATIONS AS DIRECTED BY THE ENGINEER.

FILL WITH INTERMEDIATE COURSE, TYPE I19.0C AT

MILL EXISTING ASPHALT PAVEMENT 4•" IN DEPTH AND

TO BE USED IN CONJUCTION WITH MAPS ____

4•"

INTERMEDIATE COURSE, TYPE I19.0C = __ TONS

4•" MILLING = __ SYD

C V1

R R

40' - 42'

46' - 95'

AREAS

IN SOME

* C&G

AREAS

IN SOME

* C&G

MAP 1: STA. 207+58 TO STA. 306+78

MAP 1: STA. 2+35 TO STA. 47+55

MAP 1: STA. 0+00 TO STA. 2+35

TO BE USED ON MAPS 1, 2

MAP 2: STA. 00+00 TO STA. 75+41

STA. 133+43 TO STA. 207+58

STA. 122+00 TO STA. 133+43 (Skip U-5843)

MAP 1: STA. 47+55 TO STA. 122+00

2020CPT.07.07.10011

AVERAGE RATE OF 513 LBS. PER SQ. YD.

INTERMEDIATE COURSE, TYPE I19.0C, AT AN

PROP. APPROX. 4•" ASPHALT CONCRETE

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 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

RESURFACE AREA

MAIN LINE IS BEING RESURFACEDPAVING DETAIL 1

(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,

STATE PROJECT NO.NO.

SHEET

N.C. 3

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DIV07-300050

SHEETS

TOTAL

8

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

2020CPT.07.07.10011

PAVEMENT SCHEDULE

C

V1

U EXISTING PAVEMENT.

1•" MILLING V2 4•" MILLING

D

RATE OF 168 LBS. PER SQ. YD.

SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

PROP. APPROX. 1•" ASPHALT CONCRETE

R CONCRETE STRUCTURE

AVERAGE RATE OF 513 LBS. PER SQ. YD.

INTERMEDIATE COURSE, TYPE I19.0C, AT AN

PROP. APPROX. 4•" ASPHALT CONCRETE

ISLANDCONCRETE

MAPS ENDING IN A TEE INTERSECTION

RESURFACE AREA

MAIN LINE IS NOT BEING RESURFACEDPAVING DETAIL 2

Sheet No. 3-A

T.SPELL 7-19-11

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

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

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

42020CPT.07.07.10011

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

24-J

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Projects\2020

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CP

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DD\

Shoulder

Wedge

Detail.d

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cthuskins

AT

DIV07-300050

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

SHEET NO.PROJECT REFERENCE NO.

SEAL

PREPARED BY:

SIG. INVENTORY NO.

SCALEREVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:

January 2015 JPG

PLA

N/A

pale

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IT

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30-JA

N-2015 1

2:3

9

Channelized TurnStandard Turn

Typical Signal Loop Locations

< 250

250-375

375-525

ft

Lead-in

Length of

> 525

Lead-in > 150’, use 3 turns

Lead-in < 150’, use 2 turns

6’ X 15’ Loops:

detectors/channels

Wired to separate

Quadrupole loop

L = 6ft X 40ft

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

L2 = 6ft X 40ft Quadrupole loop

Wired in series

L = 6ft X 6ft

Quadrupole loop, wired separately

L = 6ft X 40ft

(<35 mph)(>40 mph)

40

45

50

55

170, and 2070L Controllers

Wired separately for TS2,

Controllers

Wired in series for TS1

L = 6ft X 6ft

Volume Density Operation

250

300

355

420

Speed Limit

mph ftSpeed Limit

mph

40

45

50

55

250

ft ft

300

355

420

80

90

100

110

Wired in series

L1 = 6ft X 6ft

Wired in series

L2 = 6ft X 6ft

Wired separately

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

L1 = 6ft X 40ft Quadrupole loop

Wide Radius Turn

Shared Lane/

L1

Wide Radius Turn

L

(when wired separately):

Single 6’ X 6’ loop

lane

3) for an exclusive right turn

protected/permissive left turn

2) loop detects a permissive or

roadway

from edge of intersecting

1) stop line is greater than 15’

following conditions:

of stop line under any of the

Loop may be located in advance

TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

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S

750 N. Greenfield Pkwy, Garner, NC 27529

Prepared in the Offices of:

1/30/2015

5

ST

AT

E O

F

NO

RT

H C

AR

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INA

DE

PT

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TR

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SHEET OF SHEET OF

EN

GL

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RD

DR

AW

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FO

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ST

AN

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RD

DR

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ING

FO

R

1 1 1 1

DEPTH

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)

CHISEL EDGES SMOOTH

þÿ�‘�"��

(TYP)

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’

þÿ�1 ��"� �C�O��

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

IN

ST

AL

LA

TIO

N P

RIO

R T

O M

IL

LIN

G)

(F

OR

IN

ST

AL

LA

TIO

N P

RIO

R T

O M

IL

LIN

G)

DE

EP

-C

UT

IN

DU

CT

IV

E D

ET

EC

TIO

N L

OO

PS

DE

EP

-C

UT

IN

DU

CT

IV

E D

ET

EC

TIO

N L

OO

PS

-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.07.07.10011 6

LENGTH

WIDTH

 INCIDEN

TAL STONE BA

SE 

 MILLING ASP

HAL

T PA

VEMEN

T, 

1½" DEP

TH 

 ASP

HAL

T CO

NC SU

RFAC

E CO

URS

E, 

TYPE

 S9.5C

 

 ASP

HAL

T BINDER

 FOR PLAN

T MIX 

 PAT

CHING EXISTING PAV

EMEN

T 

 ADJ. OF MAN

HOLES 

 ADJUSTMEN

T OF METER

 BOXE

S OR VA

LVE BO

XES 

 PORT

ABLE LIGHTING 

 TRE

NCH

ING (P

AVED

) (  1  )(  2"  ) 

 JUNCT

ION BOX (STA

NDAR

D SIZE) 

 INDUCT

IVE LO

OP SA

W CUT 

 LEA

D‐IN

 CAB

LE (1

4‐2) 

MI FT TONS SY TONS TON TONS EA EA LS LF EA LF LF1 4 MU NO NO 0.017 48 15 479 40 2 250 1 751 4 MU NO NO 0.027 71 1,125 95 6 1 12 3 MD NO NO 0.319 42 9,803 822 49 15 122 3 MD NO NO 0.152 40 5,980 501 30 22 3 MD NO NO 0.088 36 2,830 237 14 3 52 3 MD NO NO 0.059 39 1,350 114 7 12 3 MD NO NO 0.03 41 722 61 4 12 3 MD NO NO 0.208 40 6,101 511 31 10 53 3 MD NO NO 0.441 36 11,506 965 58 3 63 2 MU NO NO 0.026 83 1,266 107 63 6 MU NO NO 0.943 77 47,689 4,004 240 38 34 2,885

SKIP GRAHAM‐HOPEDALE INTERSECTION, 7.96 ‐ 8.17 0.2163 6 MU NO NO 0.288 77 14,242 1,195 72 12 5 1,5203 6 MU NO NO 0.046 69 1,903 157 9 1 13 5 MU NO NO 0.979 60 36,830 3,096 186 13 19 1,3003 2 MU NO NO 0.028 62 1,019 86 5 13 6 MU NO NO 0.033 64 1,239 104 63 6 MU NO NO 0.029 66 3,289 275 16 7504 5 MU NO NO 0.022 68 878 74 44 4 MU NO NO 0.085 63 4,559 384 234 4 MU NO NO 0.423 57 15,913 1,336 80

SKIP BRIDGE OVER HAW RIVER 0.0664 4 MU NO NO 0.657 57 23,371 1,965 1184 4 MU NO NO 0.058 65 2,853 241 144 5 2WU NO NO 0.083 72 4,005 335 204 5 MU NO NO 0.044 71 2,529 214 134 5 MU NO NO 0.117 62 7,483 623 37 2 6 20 1 1,810 2254 2 2WU NO NO 0.065 43 1,872 158 94 2 2WU NO NO 0.251 30 5,023 423 25 4 6

5.8 15 215,859 18,123 1,084 250 107 100 1 20 1 8,340 2253 3 MD NO NO 0.03 39 686 58 3 23 3 MD NO NO 0.104 37 2,258 190 113 3 MD NO NO 0.517 36 13,344 1,120 67 8 5 1,0703 3 MD NO NO 0.003 35 62 53 3 MD NO NO 0.058 33 1,361 115 7 2 13 3 MD NO NO 0.717 36 20,655 1,731 104 17 15

1.429 38,366 3,219 192 29 21 1,0707.229 15 254,225 21,342 1,276 250 136 121 1 20 1 9,410 225

7.229 15 254,225 21,342 1,276 250 136 121 1 20 1 9,410 225

FROM SPLIT, 9.56 TO SPLIT, 10.97

PROJECT NO.

2020CPT.07.07.10011

SHEET NO.

7

GRAND TOTAL

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

LANES

LANE TY

PE

FINAL

 SURF

ACE TESTING REQ

UIRED

WAR

M M

IX ASP

HAL

T RE

QUIRED

TOTAL FOR MAP NO. 1

PROJECT NO COUNTY MAP NO

FROM 5TH ST (NON‐SYSTEM), 5.66 TO 380' WEST OF SR 1928 (TROLLINGWOOD RD), 11.48 

ROUTE DESCRIPTION

TYP NO

TOTAL FOR MAP NO. 2TOTAL FOR PROJ NO. 2020CPT.07.07.10011

1 US 70 EB (CHURCH ST.)Alamance2020CPT.07.07.10011

2020CPT.07.07.10011 Alamance 2 US 70 WB (FISHER ST.)

LENGT

H

WIDTH

WOR

K ZO

NE AD

VANCE/GEN

ERAL

 WAR

NING SIGN

ING

TEMPO

RARY

 TRA

FFIC CON

TROL

4" X 90 M W

HITE TH

ERMO

4" X 90 M YELLOW THER

MO

4" X 120

 M W

HITE TH

ERMO

4" X 120

 M YELLOW THER

MO

6" X 120

 M W

HITE TH

ERMO

8" X 90 M W

HITE TH

ERMO

8" X 90 M YELLOW THER

MO

8" X 120

 M W

HITE TH

ERMO

24" X 120 M W

HITE TH

ERMO

THER

MO MSG

 SCH

OOL 120 M

THER

MO MSG

 ONLY 120

 M

THER

MO LT ARR

OW   90

 M

THER

MO STR AR

ROW  90 M

THER

MO RT

 ARR

OW   90

 M

THER

MO STR & RT AR

ROW  90 M

THER

MO STR & LT AR

ROW  90 M

THER

MO 24"YIELD

 LINE (90 MILS)

THER

MO MER

GE RIGHT AR

ROW 90 M

COLD

 APPLIED

 PLASTIC PAV

EMEN

T MAR

KING LINES, TYPE II (8") (HIGHLY 

REFLECTIVE

 ELEMEN

TS)

POLYUR

EA PAV

EMEN

T MAR

KING LINES

 (4", 20 MILS WHITE) (HIGHLY 

REFLECTIVE

 ELEMEN

TS)

POLYUR

EA PAV

EMEN

T MAR

KING LINES

 (4", 20 MILS YELLOW) (HIGHLY 

REFLECTIVE

 ELEMEN

TS)

4" LINE RE

MOV

AL

REMOV

AL OF PA

VEMEN

T MAR

KING 

SYMBOLS & CHAR

ACTERS

SNOWPLOWAB

LE PAV

EMEN

T MAR

KERS

 CR

YSTA

L/RE

D

SNOWPLOWAB

LE PAV

EMEN

T MAR

KERS

 YELLOW/YELLOW

1 4 MU 0.017 48 650 1 17,562 16,019 64,215 184 857 195 3,663 2,294 24 12 105 78 20 49 22 18 1,206 5321 4 MU 0.027 712 3 MD 0.319 422 3 MD 0.152 402 3 MD 0.088 362 3 MD 0.059 392 3 MD 0.03 412 3 MD 0.208 403 3 MD 0.441 363 2 MU 0.026 833 6 MU 0.943 77

SKIP GRAHAM‐HOPEDALE INTERSECTION, 7.96 ‐ 8.17 0.216

3 6 MU 0.288 773 6 MU 0.046 693 5 MU 0.979 603 2 MU 0.028 623 6 MU 0.033 643 6 MU 0.029 664 5 MU 0.022 684 4 MU 0.085 634 4 MU 0.423 57

SKIP BRIDGE OVER HAW RIVER 0.066 80 1,235 710 1,5904 4 MU 0.657 574 4 MU 0.058 654 5 2WU 0.083 724 5 MU 0.044 714 5 MU 0.117 624 2 2WU 0.065 434 2 2WU 0.251 30

5.8 650 1 17,562 16,019 64,215 184 857 195 3,663 2,294 24 12 105 78 20 49 22 18 80 1,235 710 1,590 1,206 5323 3 MD 0.03 39 160 465 3,134 500 100 233 2,198 869 12 3 25 4 17 17 1 2 198 63 3 MD 0.104 373 3 MD 0.517 363 3 MD 0.003 353 3 MD 0.058 333 3 MD 0.717 36

1.429 160 465 3,134 500 100 233 2,198 869 12 3 25 4 17 17 1 2 198 67.229 810 1 17,562 465 19,153 64,715 184 957 428 5,861 3,163 24 24 108 103 24 66 39 18 1 80 1,235 710 1,590 2 1,404 538

7.229 810 1 17,562 465 19,153 64,715 184 957 428 5,861 3,163 24 24 108 103 24 66 39 18 1 80 1,235 710 1,590 2 1,404 538

PROJECT NO COUNTY MAP NO ROUTE

2020CPT.07.07.10011 Alamance 2

83,868

83,868

1,385

1,385

TOTAL FOR MAP NO. 2

1,942

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

2020CPT.07.07.10011 Alamance 1 US 70 EB (CHURCH ST.)

FROM 5TH ST., 5.66 TO 380' WEST OF TROLLINGWOOD RD., 11.48

48

48

359

359

18,027TOTAL FOR PROJ NO. 2020CPT.07.07.10011

18,027GRAND TOTAL

1,945

1,945

SHEET NO.

9

US 70 WB (FISHER ST.) FROM SPLIT, 9.56 TO SPLIT, 10.97

2020CPT.07.07.10011

PROJECT NO.

LANES

LANE TYPE

TOTAL FOR MAP NO. 1

DESCRIPTION

TYP NO

1,942