n.c. 7 letting/x-03-15-2018/dg00419plans.pdfdurham st. duke forest northside dr. carlton d r....

1

6

C O U N T Y

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Merritt

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SHEET NO.PROJECT REFERENCE NO.

1

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2019CPT.07.10.206812019CPT.07.10.10681

10

*

*

and NC 86 (Columbia Street) SR 1010 (Franklin Street)crosswalks at the intersection ofresponsible for installation of Hi-VisNOTE: The contractor shall be

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STATE PROJECT NO.

N.C.

PAVEMENT SCHEDULE

F

13-F

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AST MAT COAT, #67 STONE

DAVERAGE RATE OF 456 LBS. PER SQ. YD.

INTERMEDIATE COURSE, TYPE I9.0B, AT AN

PROP. APPROX. 4" ASPHALT CONCRETE

SHEET NO.

C2

U PAVEMENT.

EXISTING

E

TYPICAL SECTION NO. 6

20' - 40'

C2 V1

R


D

DC2

U V1C1

24' - 50'


D

DC2

FU

RATE OF 168 LBS. PER SQ. YD.

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

PROP. APPROX. 1•" ASPHALT CONCRETE

798 LBS. PER SQ. YD

COURSE, TYPE B25.0B AT AN AVERAGE RATE OF

PROP. APPROX. 7" ASPHALT CONCRETE BASE

2

V2

2019CPT.07.10.206812019CPT.07.10.10681


C1 V1

R

TYPICAL SECTION NO. 2TO BE USED ON MAP 1

C1 V1

MAP 1: STA. 13+52 TO STA. 15+75

R

V3 4" MILLING

R CONCRETE STRUCTURE

30' - 40'


C1 V1

R

R

R

40' - 60'


C1 V1

R

30' - 40'

R

30' - 70'

TO BE USED ON MAPS 2, 3

TO BE USED ON MAPS 1, 3

STA. 82+33 TO STA. 93+00

MAP 3: STA. 71+50 TO STA. 73+15

MAP 2: STA. 15+75 TO STA. 22+30

MAP 3: STA. 93+00 TO STA. 131+46

STA. 22+30 TO STA. 24+40

MAP 2: STA. 00+00 TO STA. 15+75

MAP 1: STA. 15+75 TO STA. 24+22

STA. 131+46 TO STA. 208+41

MAP 3: STA. 73+15 TO STA. 82+33

STA. 24+22 TO STA. 32+27

MAP 1: STA. 00+00 TO STA. 13+52

TO BE USED ON MAPS 4

TO BE USED ON MAPS 1, 2, 3, 6

20' - 37

STA. 35+15 TO STA. 60+15

MAP 7: STA. 6+00 TO STA. 33+60

MAP 4: STA. 00+00 TO STA. 51+70

C3

1‚" MILLING

V1 1•" MILLING

MAP 4: STA. 51+70 TO STA. 61+95

TO BE USED ON MAP 5

TO BE USED ON MAP 4


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


RATE OF 137.5 LBS. PER SQ. YD.


PROP. APPROX. 1‚" ASPHALT CONCRETE

D

D

4'-12'

4"

D

THE ENGINEER.

TYPE I19.0B AT LOCATIONS AS DIRECTED BY

DEPTH AND FILL WITH INTERMEDIATE COURSE,

MILL EXISTING ASPHALT PAVEMENT 4" IN

PAVEMENT DETAIL 1PATCHING EXISTING

CL

EDGELINE

EDGELINE

4" WHITE, 90 MILS

4" WHITE, 90 MILS

VA

R.

EOP

EOP

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

3. USE IN CONJUNCTION WITH THE NCDOT STANDARD DRAWINGS.

TO ESTABLISH THE STRIPING.

2. USE IN CONJUNCTION WITH THE EXISTING PAVEMENT MARKINGS

1. TO BE USED IN CONJUNCTION WITH TYPICAL SECTION NOS. 2-9

NOTE:

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,

ISLANDCONCRETE

MAPS ENDING IN A TEE INTERSECTION

RESURFACE AREA

MAIN LINE IS NOT BEING RESURFACEDPAVING DETAIL 2

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


27' - 57'

C2 V1

R


C3 V2

R

40' - 60'

STATE PROJECT NO.

N.C.

PAVEMENT SCHEDULE

F AST MAT COAT, #67 STONE

DAVERAGE RATE OF 456 LBS. PER SQ. YD.

INTERMEDIATE COURSE, TYPE I9.0B, AT AN

PROP. APPROX. 4" ASPHALT CONCRETE

SHEET NO.

C2

U PAVEMENT.

EXISTING

E

C1RATE OF 168 LBS. PER SQ. YD.

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


798 LBS. PER SQ. YD

COURSE, TYPE B25.0B AT AN AVERAGE RATE OF

PROP. APPROX. 7" ASPHALT CONCRETE BASE

3

V2

2019CPT.07.10.206812019CPT.07.10.10681

V3 4" MILLING

R CONCRETE STRUCTURE

C3

1‚" MILLING

V1 1•" MILLING

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STA. 60+15 TO STA. 72+80

STA. 33+60 TO STA. 35+15

MAP 7: STA. 0+00 TO STA. 6+00

TO BE USED ON MAP 7

TO BE USED ON MAPS 8-18

V3




RATE OF 137.5 LBS. PER SQ. YD.


PROP. APPROX. 1‚" ASPHALT CONCRETE

DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

LEGEND

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SHEET NO.PROJ. REFERENCE NO.

LIMITS

CONSTRUCTION

Y2

LIMITS

CONSTRUCTION

Y1

5

3

1

2

48'' X 24''

END

ROAD WORK

G20-2 A

48'' X 48''AHEAD

ROAD

W20-1

WORK1

2

ROAD

48'' X 48''

UNDER

CONST

48'' X 48''

LOW/SOFTSHOULDER

48'' X 48''W20-7 A

48'' X 48''

AHEAD

ROAD

W20-1

WORK

PLACED 250' IN ADVANCE OF FLAGGER.

W7-3aP24'' X 18''XX MILES

NEXT

3

4

5

CONSTRUCTION LIMITS AND THEN SPACE 1 MILE THEREAFTER.

THEREAFTER. IF NO -Y- LINES EXIST, PLACE 2ND SET • MILE FROM THE

PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART

INSTALL WHEN -Y- LINES ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.

WITHIN 500' OF EACH APPROACH. A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT

ARE SEPARATED BY 0.25 MILES OR LESS, TREAT AS A SINGLE UNIT AND INSTALL

EACH -Y- LINE APPROACH AS SHOWN ABOVE. FOR MULTIPLE -Y- LINES THAT

SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS. INSTALL 500' +/- FROM

THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND

PLACE 500' FOLLOWING THE END OF CONSTRUCTION LIMITS.

ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)

#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.

ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000' ALONG -Y- LINE.

PLACE 1000' PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.

-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.

-Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE

WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED

3) DEAD END ROADS

2) SUBDIVISION ROADS

1) LESS THAN 1000' OF RESURFACING ALONG -Y- LINE

FOLLOWING -Y- LINE CONDITIONS:

NO REQUIRED STATIONARY SIGNING FOR THE

PLACED 500' IN ADVANCE OF FLAGGER.

PL

AC

EM

EN

T

PE

R

DI

RE

CTI

ON

SI

GNI

NG

NO

TE

S

AN

D

MAINLINE (-L-) SIGNING -Y- LINE SIGNING

(SEE NOTE BELOW)

(SEE NOTE BELOW)

1 MILE SPACING

1000' OR MORE

1000' OR MORE

(SEE NOTE BELOW)

SIGNING FOR RESURFACING PROJECTS

(SEE NOTE BELOW)

1

2

3

5 4 3 3 4

1

5

4

5

1

334

2 LANE ROADWAYS

RURAL AND SUBURBAN

FOR

ADVANCE WARNING SIGNS

RESURFACING

SP 13107

SP 13106

42019CPT.07.10.206812019CPT.07.10.10681


T.SPELL 7-19-11

ASPHALT OVERLAY

a

a

s:usr/details/stand/shoulderwedgedetail.dgn

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

SHOULDER WEDGE


EXISTING PAVEMENT

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

a

SHOULDER W/ RUTTING

EXISTING UNIMPROVED

DROP OFF

RUT


Rutted Shoulder)

(Resurfacing Adjacent to

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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DIV07-300050

EXISTING PAVEMENT

(Resurfacing Projects w/ Widening)

_> 2" Paved Shoulder having no dropoffs)

(Resurfacing Projects w/ NO Widening Or Existing

REV. DIV 7 5/6/2016

PROPOSED WIDENING

APPROVED BY ENGINEER

MATERIAL AS

APPROVED BACKFILL

RECONSTRUCTION

SHOULDER


MATERIAL AS

APPROVED BACKFILL


MATERIAL AS

APPROVED BACKFILL

2019CPT.07.10.206812019CPT.07.10.10681

5

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

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NDE

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SEAL

PREPARED BY:

SIG. INVENTORY NO.

SCALEREVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:

January 2015 JPG

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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

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Prepared in the Offices of:

1/30/2015

https://trust.docusign.com

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Typewritten Text

2019CPT.07.10.10681 2019CPT.07.10.20681

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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

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R T

O M

IL

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DE

EP

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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

2019CPT.07.10.10681 2019CPT.07.10.20681

7

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

PROJECT REFERENCE NO. SHEET NO.

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

jwmitchell1

Typewritten Text

WITH ROAD SURFACE

CONCRETE CURB FLUSH

DEPRESSED

6" CONCRETE CURB

6" CONCRETE CURB

SIDEWAILK WIDTH 5'MAX,

5' MIN.

SIDEWALK WIDTH

BEHIND BACK OF CURB

MIN LANDING

4' X 4'

1

SIDEWALK AREA

3

DETECTABLE WARNING

SURFACE (SEE RSD 848.05)

2'-6" CURB & GUTTER

NO-WALK SURFACE/UTILITY STRIP

2'-6" CURB & GUTTER

PAY LIMITS FOR 1 CURB RAMP

5/14/99 SHEET NO.PROJECT REFERENCE NO.

8

CURB RAMPS

J.S. HOWERTON 7/7/11

stds/2012CurbRamp/CurbRampDetails.dgn

Parallel Ramps

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950AND DEVELOPMENT UNIT

CONTRACT STANDARDS

DATE:ORIGINAL BY:

MODIFIED BY:

13-F

EB-2018 14:13

S:\

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CROSS SLOPE: 2.00%

SLOPE TO DRAIN TO CURB.

OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE

CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING

8.33% (12:1) MAX RAMP SLOPE

REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES

2019CPT.07.10.20681

2019CPT.07.10.10681

2

TYPE 2A MOD

CURB RAMPS



CHECKED BY:

FILE SPEC.:

DATE:

DATE:


CONTRACT STANDARDS

DATE:ORIGINAL BY:

MODIFIED BY:


13-F

EB-2018 14:14

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PAY LIMITS FOR 1 CURB RAMP

PRO

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ENGINEER

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022966

2019CPT.07.10.20681

2019CPT.07.10.10681 6

CONCRETE DEPRESSED CURB

1

5' MIN.

SIDEWALK

SURFACE SEE R.S.D.N. 848.05

DETECTABLE WARNING

6" x 12" CONCRETE CURB

TYPE 1 Modified

SLOPE: ZERO +/- 2.00%


5' MIN

LANDING WIDTH

4' MIN

CONCRETE CURB

DEPRESSED

1

1

2

2

3WARNING SURFACE

MATCH WIDTH OF DETECTABLE

AT DEPRESSED CURB TO

WIDTH OF LANDING

5' MIN

SIDEWALK WIDTH

2'-6" CURB AND GUTTER


TYPE 2B

SURFACE SEE STANDARD 848.05

DETECTABLE WARNING

9


SIDEWALK AREA

6" CONCRETE CURB

SEE DETAIL 848.05

SURFACE

WARNING

DETECTABLE

2'-6" CURB AND GUTTER

CURB RAMPS



Parallel Ramps

CHECKED BY:

FILE SPEC.:

DATE:

DATE:


CONTRACT STANDARDS

DATE:ORIGINAL BY:

MODIFIED BY:


13-F

EB-2018 14:14

S:\

DD

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2

3

1

2

11

2

SURFACE

NON-WALK

SU

RF

AC

EN

ON-W

AL

K

INSTALLATION IN A RADIUS

TYPE 3 MODIFIED

5' MIN

RAMP / LANDING WIDTH

5' MIN

SIDEWALK WIDTH

2019CPT.07.10.20681

2019CPT.07.10.10681 910

LENGTH

WIDTH

INCIDEN

TAL STONE BA

SE

MILLING ASPHAL

T PA

VEMEN

T, 1½" DEP

TH

MILLING ASPHAL

T PA

VEMEN

T, 1‐1/4"

DEP

TH

INCIDEN

TAL MILLING

ASPHAL

T CO

NC SU

RFAC

E CO

URS

E, TYP

E S9.5B

ASPHAL

T CO

NC SU

RFAC

E CO

URS

E, TYP

E S9.5C

ASPHAL

T BINDER

FOR

PLAN

T MIX

PAT

CHING EXISTING

PAVE

MEN

T

ASPHAL

T SU

RFAC

E TR

EATM

ENT, M

AT COAT

, #78M

STO

NE

EMULSION FOR AS

PHAL

T SU

RFAC

E TR

EATM

ENT

REM

OVE

& REP

LACE

WCR

ADJ. OF MAN

HOLES

ADJUSTMEN

T OF METER

BO

XES OR VA

LVE BO

XES

TUBU

LAR MAR

KERS

(FIXED

)

4" HOT SPRA

Y TH

ERMO

(WHITE)

4" HOT SPRA

Y TH

ERMO

(YELLO

W)

JUNCT

ION BOX

(STA

NDAR

D SIZE)

INDUCT

IVE LO

OP SA

W

CUT

MI FT TONS SY SY SY TONS TONS TONS TONS SY GAL EA EA EA EA LF LF EA LF1 3 MD NO NO 0.256 40 6,342 534 32 100 9 8 3,8502 3 MD NO NO 0.042 35 1,105 93 6 23 3 MD NO NO 0.141 30 3,038 255 15 5 103 5 MU NO NO 0.019 39 910 77 5 2 71 5 MU NO NO 0.148 48 4,247 357 21 1 1

0.606 15,642 1,316 79 100 19 26 3,8503 4 MD NO NO 0.066 44 1,830 154 9 100 5 11 7003,4 2 MD NO NO 0.365 30 6,959 587 35 18 363 3 MD NO NO 0.024 50 704 59 4 13 4 MD NO NO 0.007 36 148 12 1

0.462 9,641 812 49 100 24 47 7001.068 25,283 2,128 128 200 43 73 4,550

1,4 4 MU NO NO 0.185 56 6,615 557 33 400 5 12 10 1 9,2151 4 MU NO NO 0.02 53 862 72 4 2 24,3 4 MU NO NO 0.93 50 30,033 2,527 152 14 421 4 MU NO NO 0.052 46 1,403 118 7 2 11 4 MU NO NO 0.03 53 933 79 5 11 5 MU NO NO 0.517 60 18,928 1,592 96 6 13

SKIP BRIDGE 5 MU NO NO 0.03 601 2 MU NO NO 0.828 60 31,653 2,663 160 21 36

2.592 90,427 7,608 457 400 51 106 10 1 9,215FROM SR 1731 ( WHITEFIELD RD., 0.00) TO SR 1733 (WEAVER DAIRY RD., 1.27) 5 2 2WU NO NO 0.676 20 94 333 724 43 500 7,933 2,618 11,820 13,770

SKIP BRIDGE 5 2 2WU NO NO 0.036 205 2 2WU NO NO 0.267 20 167 273 16 3,133 1,0346 2 2WU NO NO 0.168 26 2,813 237 14 1 46 2 2WU NO NO 0.027 40 634 53 3

1.174 94 3,447 500 1,287 76 500 11,066 3,652 1 4 11,820 13,7707 2 2WU NO NO 0.076 31 1,382 117 7 200 4257 2 2WU NO NO 0.047 38 1,230 100 6 1 27 2 2WU NO NO 0.032 34 638 54 37 2 2WU NO NO 0.018 36 380 32 27 2 2WU NO NO 0.021 42 517 44 3 37 2 2WU NO NO 0.022 31 400 34 2 17 2 2WU NO NO 0.039 39 892 75 57 3 MU NO NO 0.021 48 761 62 47 3 MU NO NO 0.036 35 739 62 4

0.312 6,939 580 36 200 1 6 4252019CPT.07.10.20681 Orange 6 SR 1750 (ESTES DR.) FROM SR 1010 (FRANKLIN ST., 1.38) TO US 15‐501 (FORDHAM BLVD., 1.95) 3 5 MU NO NO 0.568 61 20,690 1,741 104 125 13 8 8 1 3,050

0.568 20,690 1,741 104 125 13 8 8 1 3,0508 3 MU NO NO 0.044 40 44 1,033 87 5 400 5 2 1 1,6508 3 MU NO NO 0.021 39 481 40 2 25 3 MU NO NO 0.072 37 825 142 9 738 246 15 2 2WU NO NO 0.057 30 85 5 1,003 325 18 2 2WU NO NO 0.945 22 705 1,055 63 11,492 3,793 18 2 2WU NO NO 0.162 24 2,281 193 12 5 18 2 2WU NO NO 0.045 33 871 73 48 3 MU NO NO 0.033 42 813 69 4

1.379 44 7,009 1,744 104 400 13,233 4,364 5 9 5 1,6502019CPT.07.10.20681 Orange 8 SR 1983 ( LEXINGTON RD) FROM SR 1919 (SMITH LEVEL RD, 0.00) TO SR 1984 (YORKTOWN DR, 0.20) 9 2 2WU NO NO 0.201 28 3,647 257 15 60 5 11

0.201 3,647 257 15 60 5 119 2 2WU NO NO 0.767 28 13,313 927 56 60 12 139 2 2WU NO NO 0.027 34 650 45 3 1

0.794 13,963 972 59 60 12 14FROM SR 1984 (YORKTOWN DR. 0.00) TO CUL DE SAC. 0.28 9 2 2WU NO NO 0.2 27 3,168 223 13 60 5

SKIP INTERSECTION 9 2 2WU NO NO 0.005 279 2 2WU NO NO 0.062 27 1,149 80 5 2

0.267 4,317 303 18 60 72019CPT.07.10.20681 Orange 11 SR 1986 ( BRANDYWINE RD) FROM SR 1984 (YORKTOWN DR, 0.00) TO DEAD END, 0.77 9 2 2WU NO NO 0.772 28 13,405 941 56 80 16 21

0.772 13,405 941 56 80 16 212019CPT.07.10.20681 Orange 12 SR 1995 (BRANDYWINE RD.) FROM SR 1986 (BRANDYWINE RD., 0.00) TO DEAD END, 0.02 9 2 2WU NO NO 0.025 71 1,041 73 4 50 1

0.025 1,041 73 4 50 1FROM DEAD END., 0.00 TO DEAD END., 0.21 9 2 2WU NO NO 0.017 27 269 19 1 60



0.188 2,820 198 11 60 32019CPT.07.10.20681 Orange 14 SR 1997 ( CONCORD DR) FROM SR 1986 ( BRANDYWIRE RD., 0.00) TO CUL DE SAC., 0.10 9 2 2WU NO NO 0.096 28 1,746 123 7 80 2 2

0.096 1,746 123 7 80 2 22019CPT.07.10.20681 Orange 15 SR 1998 ( KINGS MT CT.) FROM SR 1986 ( BRANDYWINE RD., 0.00) TO CUL DE SAC., 0.05 9 2 2WU NO NO 0.046 27 935 65 4 60 2 2

0.046 935 65 4 60 2 22019CPT.07.10.20681 Orange 16 SR 1999 ( COWPENS DR) FROM SR 1984 (YORKTOWN DR., 0.00) TO DEAD END .02 9 2 2WU NO NO 0.015 32 282 20 1 40

0.015 282 20 1 402019CPT.07.10.20681 Orange 17 SR 2000 (YORKTOWN CT.) FROM SR 1984 (YORKTOWN DR., 0.00) TO DEAD END, 0.04 9 2 2WU NO NO 0.037 76 1,650 116 7 80 1 2

0.037 1,650 116 7 80 1 2FROM CUL DE SAC ., 0.00 TO CUL DE SAC., 0.06 9 2 2WU NO NO 0.027 69 1,093 77 5 80 1

SKIP INTERSECTION 9 2 2WU NO NO 0.005 699 2 2WU NO NO 0.03 69 85 5 1

0.062 1,093 162 10 80 28.528 138 128,512 44,899 500 6,841 9,349 969 2,335 24,299 8,016 18 121 181 10 11,820 13,770 2 14,340

9.596 138 153,795 44,899 500 6,841 11,477 1,097 2,535 24,299 8,016 18 164 254 10 11,820 13,770 2 18,890

PROJECT NO. 2019CPT.07.10.10681, 2019CPT.07.10.20681

SHEET NO.

11

2019CPT.07.10.20681 Orange 9 SR 1984 ( YORKTOWN DR) FROM 1919 (SMITH LEVEL RD., 0.00) TO SR 1986 (BRANDYWIRE RD.,0.80)

2019CPT.07.10.20681 Orange 18 SR 2027 (LEXINGTON CIRCLE)

2019CPT.07.10.20681 Orange 10 SR 1985 ( BENNINGTON DR)

TOTAL FOR MAP NO. 12





2019CPT.07.10.20681 Orange 13

FROM SR 1733 ( WEAVER DAIRY RD., 2.41) TO SR 1734 (ERWIN RD.,2.74)

2019CPT.07.10.20681 Orange 7 SR 1900 (FINLEY GOLF COURSE/OLD MASON FARM RD) FROM NC 54 (RALEIGH RD, 0.00 TO US 15‐501 (FORDHAM BLVD, 1.40)

198,694GRAND TOTAL

25,590

25,590

173,411TOTAL FOR PROJ NO. 2019CPT.07.10.20681

25,283



FROM SR 1902 (MANNING DR., 0.86) TO SR 1010 (FRANKLIN ST., 1.50)

TOTAL FOR MAP NO. 8

TOTAL FOR MAP NO. 9



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

2019CPT.07.10.10681 Orange 2 NC 86 SB (CAMERON/PITTSBORO ST.) FROM NC 86 (CAMERON ST., 26.05) TO SR 1902 (MANNING DR., 26.44)

TOTAL FOR MAP NO. 1

FROM NC 86 (COLUMBIA ST., 2.38) TO EASTGATE CROSSING (NS), 4.97

2019CPT.07.10.20681 Orange 4 SR 1732 (SUNRISE RD)

SR 1996 ( SARATOGA TR)

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. 2019CPT.07.10.10681

2019CPT.07.10.20681 Orange 3 SR 1010 (FRANKLIN ST.)

2019CPT.07.10.20681 Orange 5 SR 1733 (WEAVER DAIRY RD)

TOTAL FOR MAP NO. 7

LANES

LANE TY

PE

FINAL

SURF

ACE TESTING

REQUIRED

WAR

M M

IX ASPHAL

T RE

QUIRED

DESCRIPTION

TYP NO

PROJECT NO COUNTY MAP NO ROUTE

2019CPT.07.10.10681 Orange 1 NC 86 NB (COLUMBIA ST.)

LENGTH

WIDTH

WORK

ZONE AD

VANCE

/GEN

ERAL

WAR

NING SIGNING

TEMPO

RARY

TRA

FFIC CONTR

OL

4" X 90 M W

HITE TH

ERMO

4" X 120

M W

HITE TH

ERMO

4" X 120

M YELLO

W THER

MO

6" X 120

M W

HITE TH

ERMO

8" X 90 M W

HITE TH

ERMO

8" X 90 M YELLO

W THER

MO

8" X 120

M W

HITE TH

ERMO

8" X 120

M YELLO

W THER

MO

24" X 12

0 M W

HITE TH

ERMO

THER

MO M

SG ENDS (120

MILS)

THER

MO M

SG LAN

E (1

20 M

ILS)

THER

MO M

SG ONLY 120

M

THER

MO M

SG BIKE (120

MILS)

THER

MO M

SG BUS (120

MILS)

THER

MO LT AR

ROW 90

M

THER

MO STR

ARR

OW 90 M

THER

MO RT AR

ROW 90

M

THER

MO STR

& RT AR

ROW 90 M

THER

MO STR

& LT AR

ROW 90 M

THER

MO BIKE SH

ARED

LAN

E SYM

THER

MO BICYC

LE SYM

BOL

THER

MO BIKE STR AR

ROW

THER

MO BIKE DETEC

TOR SYM

THER

MO 24"YIELD LINE (90 MILS)

THER

MO HAN

DICAP

SYM

BOL

SNOWPLOWAB

LE PAV

EMEN

T MAR

KERS

CRY

STAL

/RED

SNOWPLOWAB

LE PAV

EMEN

T MAR

KERS

YELLO

W/YELLO

W

MI FT SF LS LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA2019CPT.07.10.10681 Orange 1 NC 86 NB (COLUMBIA ST.) FROM SR 1902 (MANNING DR., 0.86) TO SR 1010 (FRANKLIN ST., 1.50) 1 3 MD 0.256 40 126 1 3,486 1,570 60 376 1,467 8 8 44 4 12 8 12 4 7 3 2 4 4 6 170 10

0.606 126 1 3,486 1,570 60 376 1,467 8 8 44 4 12 8 12 4 7 3 2 4 4 6 170 10

2019CPT.07.10.10681 Orange 2NC 86 SB (CAMERON/PITTSBORO ST.) FROM NC 86 (CAMERON ST., 26.05) TO SR 1902 (MANNING DR., 26.44) 3 4 MD 0.066 44 126 1,850 1,024 540 110 634 7 8 4 4 5 10 49

0.462 126 1,850 1,024 540 110 634 7 8 4 4 5 10 491.068 252 1 1,850 4,510 2,110 170 376 2,101 8 8 44 4 12 15 20 4 11 7 2 9 4 6 10 219 10

2019CPT.07.10.20681 Orange 3 SR 1010 (FRANKLIN ST.) FROM NC 86 (COLUMBIA ST., 2.38) TO EASTGATE CROSSING (NS), 4.97 1,4 4 MU 0.185 56 159 1,340 5,757 28,837 1,621 80 120 2,871 1,006 51 18 1 14 2 18 40 3 317 1902.592 159 1,340 5,757 28,837 1,621 80 120 2,871 1,006 51 18 1 14 2 18 40 3 317 190

2019CPT.07.10.20681 Orange 4 SR 1732 (SUNRISE RD) FROM SR 1731 ( WHITEFIELD RD., 0.00) TO SR 1733 (WEAVER DAIRY RD., 1.27) 5 2 2WU 0.676 20 132 790 128 450 1 11.174 132 790 128 450 1 1

2019CPT.07.10.20681 Orange 5 SR 1733 (WEAVER DAIRY RD) FROM SR 1733 ( WEAVER DAIRY RD., 2.41) TO SR 1734 (ERWIN RD.,2.74) 7 2 2WU 0.076 31 35 3,290 452 4,960 34 380 4 60.312 35 3,290 452 4,960 34 380 4 6

2019CPT.07.10.20681 Orange 6 SR 1750 (ESTES DR.) FROM SR 1010 (FRANKLIN ST., 1.38) TO US 15‐501 (FORDHAM BLVD., 1.95) 3 5 MU 0.568 61 126 2,066 6,413 570 115 80.568 126 2,066 6,413 570 115 8

2019CPT.07.10.20681 Orange 7SR 1900 (FINLEY GOLF COURSE/OLD MASON FARM FROM NC 54 (RALEIGH RD, 0.00 TO US 15‐501 (FORDHAM BLVD, 1.40) 8 3 MU 0.044 40 155 14,210 692 16,160 36 150 180 334 4 3 3 2 3 4

1.379 155 14,210 692 16,160 36 150 180 334 4 3 3 2 3 42019CPT.07.10.20681 Orange 8 SR 1983 ( LEXINGTON RD) FROM SR 1919 (SMITH LEVEL RD, 0.00) TO SR 1984 (YORKTOWN DR, 0.20) 9 2 2WU 0.201 28 23

0.201 232019CPT.07.10.20681 Orange 9 SR 1984 ( YORKTOWN DR) FROM 1919 (SMITH LEVEL RD., 0.00) TO SR 1986 (BRANDYWIRE RD.,0.80) 9 2 2WU 0.767 28 90

0.794 902019CPT.07.10.20681 Orange 10 SR 1985 ( BENNINGTON DR) FROM SR 1984 (YORKTOWN DR. 0.00) TO CUL DE SAC. 0.28 9 2 2WU 0.2 27 30

0.267 302019CPT.07.10.20681 Orange 11 SR 1986 ( BRANDYWINE RD) FROM SR 1984 (YORKTOWN DR, 0.00) TO DEAD END, 0.77 9 2 2WU 0.772 28 87

0.772 872019CPT.07.10.20681 Orange 12 SR 1995 (BRANDYWINE RD.) FROM SR 1986 (BRANDYWINE RD., 0.00) TO DEAD END, 0.02 9 2 2WU 0.025 71 3

0.025 32019CPT.07.10.20681 Orange 13 SR 1996 ( SARATOGA TR) FROM DEAD END., 0.00 TO DEAD END., 0.21 9 2 2WU 0.017 27 22

0.188 222019CPT.07.10.20681 Orange 14 SR 1997 ( CONCORD DR) FROM SR 1986 ( BRANDYWIRE RD., 0.00) TO CUL DE SAC., 0.10 9 2 2WU 0.096 28 11

0.096 112019CPT.07.10.20681 Orange 15 SR 1998 ( KINGS MT CT.) FROM SR 1986 ( BRANDYWINE RD., 0.00) TO CUL DE SAC., 0.05 9 2 2WU 0.046 27 6

0.046 62019CPT.07.10.20681 Orange 16 SR 1999 ( COWPENS DR) FROM SR 1984 (YORKTOWN DR., 0.00) TO DEAD END .02 9 2 2WU 0.015 32 2

0.015 22019CPT.07.10.20681 Orange 17 SR 2000 (YORKTOWN CT.) FROM SR 1984 (YORKTOWN DR., 0.00) TO DEAD END, 0.04 9 2 2WU 0.037 76 5

0.037 52019CPT.07.10.20681 Orange 18 SR 2027 (LEXINGTON CIRCLE) FROM CUL DE SAC ., 0.00 TO CUL DE SAC., 0.06 9 2 2WU 0.027 69 8

0.062 88.528 894 19,630 8,967 56,370 1,819 80 570 3,591 560 1,455 12 59 18 11 16 5 22 40 3 317 190

9.596 1,146 1 21,480 13,477 58,480 1,819 250 570 3,967 560 3,556 8 8 56 4 12 74 38 15 27 12 2 9 4 28 50 3 536 200

SHEET NO.

12

PROJECT NO.2019CPT.07.10.10681, 2019CPT.07.10.20681

507

229

736

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

71,957GRAND TOTAL

650

170

820

65,337


4,151

4,527

12

76

88

174

88

262


6,620 376





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

PROJECT NO COUNTY

MAP

NO

ROUTE DESCRIPTION

TYP NO

SHEET NO.

Retrofit

Type

1

Type

1 M

od.

Type

1A

Type

1B

Type

2

Type

2A

Type

2A Mod

Type

2B

Type

3

Type

3 M

od

Type

4

Type

4A

Type

7 M

edian Island

with

Cut Throu

gh

STD. 848.06

Remove WCR

& C & G

2'‐6" C & G

Side

walk

6 1 SR 1750 (Estes Dr.) @ Driveway 2+15 2 Remove & replace6 1 SR 1750 (Estes Dr.) @ Barrett Ln 1 Remove & replace6 1 SR 1750 (Estes Dr.) @ Shepherd/Willow Dr. 1 1 2 Remove & replace6 1 SR 1750 (Estes Dr.) @ Driveway 14+80 2 Remove & replace6 1 SR 1750 (Estes Dr.) @ Driveway 21+25 2 Remove & replace6 1 SR 1750 (Estes Dr.) @ Driveway 26+75 2 Remove & replace7 1 SR 1900 (Finley Golf Course Rd.) near NC 54 4 1 Remove & replace

0 12 0 0 0 0 1 1 0 4 0 0 00

2019CPT.07.10.10681, 2019CPT.07.10.20681

18

PROJECT REFERENCE NO.

CURB RAMP TYPE CURB RAMPS DETAILS

TOTAL 0 0 0 0

Map # Sect. # Location Comments

13

n.c. 7 letting/x-03-15-2018/dg00419plans.pdfdurham st. duke forest northside dr. carlton d r....

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