STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.

20-MAR-2015 08:17S:\DDC\RDY\Mecklenburg\nc 51 drainage in pineville\nc 51 pineville_tsh.dgnjdharward AT D10DIVCAD277126

SHEET

1P

ROJE

CT:

DIVISION OF HIGHWAYS

STATE OF NORTH CAROLINA

DATE

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

APPROVED BY

DDC ENGINEER

TIP:

DE

PA

RT

ME

NT OF TRANS

PO

RT

ATI

ON

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

GH

WA

YS

D

IVISIO N

10

DI

VISIO

N

DESIGN CONST

RU

C

T

UNIT

GRAPHIC SCALES

STATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

43923

PLANS

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

0

0

0

RANDY BOWERS

TERRY BURLESON

DHV

D

T

V

=

=

=

=

=

=

%

%

%

MPH

ADT

ADT

LOCATION:

TYPE OF WORK:

50 100

50 100

5 10

P.E.

R/W

CONST.

TOTAL LENGTH OF STATE PROJECT = MILES

0.12 LENGTH OF ROADWAY PROJECT = MILES

0.12

43923

MECKLENBURG COUNTY

VICINITY MAP NOT TO SCALE

.47

S

.21

.20

.85

.22.70

.13

.50

1.1

6

.69

.45

.16

.84

.08

.35

.40

.23

.40

2.04

1.82

.47

.51

.15

.25

.60

N P

olk St Park R

d

N P

olk St

Nations F

ord R

d

S P

olk St

Sam

Meeks Rd

Downs Cr

Do

wns R

d

Amon Ln

Culp R

d

Miller Rd

Downs R

d

Carolin

a Place P

y

Carolin

a Place P

y

C642

.08

.80

$485

.10

.14

.40

.92

$485

[64]

[65]

dR

PINEVILLEPOP. 4,027

0.0

4

0.5

5

0.3

5

.12

.35

F

e

R

jFFF

F

I

I

Mercy Hospital

Medical Park

Carolinas Medical

Pineville

PinevilleElementary

School

ChurchOak Grove

Stough Memorial

Baptist Church

PinevilleMethodist

Church

Sterling Elementary

School

HCrown Memorial

Cemetery

Park R

d

Park R

d

Park Rd

Lee St

Hill St

Ede

n Cr

Cone Av

Lakevie

w Dr

Lake

view Dr

Fisher St

James St

Park Av

Parklake Dr

Water O

ak Dr

Mallard Dr

Parklake Ct

Ken

more Dr

Marin

e Dr

Johnsto

n Dr

Oakle

y A

v

Olive St

Cone Av

Price St

Dover StM

eyer Ln

Juanita Dr

Reid Ln

College St

Brian Cr

Fra

nklin St

Cranford

Dr

Towne C

entre Bv

Copper Field Dr

Lighthouse L

n

Tre

ebark Dr

Osprey

DrR

ail Tye P

l

Commerce Dr

Miller St

Ct

Hedder

Olden

burg Dr

Ct

Emstead

CtLandsburg L

n

Hanover

Ridge Ct

Hanover S

outh Tl

Hanover

Avo

ndale A

v

Balm

oral Cr

Myrtle Av

Hollo

w

Hanover

Gle

n Dr

Bran

de-

mere Ct

Balmoral Cr

Hanover

Woods Pl

Verdun Dr D

rPark Crossing Dr

Bra

emar Tr

Warwick Cr

Nickle

by Ct

Pensh

urst Trace

Foxh

all D

r

Pendennis L

n

Kilmory Tr

Welw

yn Ln

Pentreath Ln

Park C

rossing Dr

Queens

Oak Ct

Tresanto

n Dr

Chatham

Oaks Tl

Tyne Ct

Hadleigh Pl

Hunter Ri

dge Dr

Osprey DrHunter Trail L

n

CastlePine CtS

ilver

Pheasant

Wood-

thorne

Pl

Flat Iron Rd

Park Vista Cr

Park Vista Cr

Kingfisher

Dr

Sundow

n Ln

Vista

Cany

on Dr

Park V

ista Cr

Sunsw

ept Ln

Trail Vie

w Dr

Rimrock Canyo

n Dr

Camelback C

rKin

gfisher

Dr

Candlelig

ht Ct

Larkrid

ge

Ct

Lone Star C

r

Moonridg

e Dr

Stonem

ill Ct

Cricket

Cr

Meado

win

d

Five C

edars R

d

Mirror Lake D

r

Inverary Pl

Woodgate Ln

Woodsong Ct

Tradewinds Ln

Vinta

ge L

n

Kenlauren Tr

Royshall

Ln

Park C

edar D

r

Willow Run R

d

Willow Ridge Rd

Willo

w B

end Cr

Willow Ridge R

d

Cadillac St

Industrial Dr

Rodney St

Morro

w A

v

Lanier Ln

Industrial Dr

Lake Dr

Lynnwood Ln

Boatright Rd

Sabal P

ark Dr

Mea

dow

Cree

k Ln

Sabal P

oint Dr

Leitner

Dr

Centru

m P

y

Churc

h St

Feldfarm Ln

Rodney St

Pinew

ell Dr

Pineturn Ln

Windy Pines W

y

Pine

Acres Av

John’s To

wne Dr

.70

0.1

3

NORT

H

CAR

OLIN

A

SOUT

H

CAR

OLIN

A

ME

CKLE

NB

UR

G COU

NT

Y

YOR

K COU

NT

Y

$485

PROJECT

DOVER STREET

NC-51 MAIN STREET

JO

HNS

TO

N

DRIV

E

CH

UR

CH

ST

RE

ET

NC-51 MAIN STREET

NC-51 FROM RAIL ROAD TRACKS TO 140’ EAST OF CHURCH STREET.

GRADING, PAVING, DRAINAGE, CONCRETE CURB AND GUTTER,

CONCRETE DRIVEWAYS, AND THERMOPLASTIC PAVEMENT MARKINGS.

April 15, 2015

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

DESIGN DATAPrepared in the Office of:

PROJECT LENGTH DIVISION OF HIGHWAYSDIVISION TEN

DIVISION DESIGN / CONSTRUCT UNIT

2012 STANDARD SPECIFICATIONS

3638

3640

3687

3644

3645

1126

1383

4982

4931

4931

1130

1129

3645

3637

1129

4982

4904

4905

3998

(51

(51(51

3/24/2015

CL

EXISTING PAVEMENT

-L-

TYPICAL SECTION NO. 1

VARIES VARIES

2’6"

TWB

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

F.A. PROJECT NO.

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F H

IG

HW

AY

S

D

IVISIO N

1

0

DIVISIO

N

D

ESIGN CONST

RU

C

T

UNIT

TWB

RWB

CL

EXISTING PAVEMENT

TE1

D1

-L-

TYPICAL SECTION NO. 2

VARIES VARIES

VARIES1’6"

SA

WC

UT

R2

VARIES

R3EXISTING SIDEWALK

EXISTING SIDEWALK

C2C1V1

C1V1

IN PINEVILLE

NC 51 DRAINAGE IMPROVEMENTS

-NA-

05-02-13

243923

STA. 10+02+/- TO 11+10

STA. 12+90+/- TO 13+10+/-

V1 C1

V1 C1

CL

EXISTING PAVEMENT

R1

.02

TE1

D1

C2

-L-

TYPICAL SECTION NO. 3

VARIES VARIES

VARIES2’6"

SA

WC

UT

VARIES

VARIES

C1V1

STA. 11+39+/- TO 11+60+/-

VAR.

STA. 11+10+/- TO 11+39+/-

VAR.

V1 C1

STA. 13+71+/- TO 15+38+/-

PAVEMENT SCHEDULE

C1

E1

T EARTH MATERIAL

RATE OF 168 LBS. PER SQ. YD.

R1

R2

PROP. 2’-6" CURB & GUTTER

PROP. APPROX. 1�" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

D1

C2PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

RATE OF 336 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

RATE OF 456 LBS. PER SQ. YD.

PROP. 1’-6" CURB & GUTTER

PROP 4" CONCRETE SIDEWALKR3

MILLING 1.5" IN DEPTHV1

PROP. APPROX. 3.0" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE

RATE OF 342 LBS. PER SQ. YD.

PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE

CL

EXISTING PAVEMENT

-L-

TYPICAL SECTION NO. 4

VARIES VARIES

E1D1

C2SA

WC

UT

CL

EXISTING PAVEMENT

R1

.02

TE1

D1

C2

-L-

TYPICAL SECTION NO. 5

VARIES VARIES

VARIES2’6"

SA

WC

UT

VARIES

VARIES

R1

.02

TE1

D1

C2

VARIES 2’6"

SA

WC

UT

VARIES

VARIES

C1V1

C1V1

TWB

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

F.A. PROJECT NO.

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F H

IG

HW

AY

S

D

IVISIO N

1

0

DIVISIO

N

D

ESIGN CONST

RU

C

T

UNIT

TWB

RWB

PAVEMENT SCHEDULE

C1

E1

T EARTH MATERIAL

RATE OF 168 LBS. PER SQ. YD.

R1

R2

PROP. 2’-6" CURB & GUTTER

PROP. APPROX. 1�" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

D1

C2PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

RATE OF 336 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

RATE OF 456 LBS. PER SQ. YD.

PROP. 1’-6" CURB & GUTTER

PROP 4" CONCRETE SIDEWALKR3

MILLING 1.5" IN DEPTHV1

EXISTING SIDEWALK

IN PINEVILLE

NC 51 DRAINAGE IMPROVEMENTS

-NA-

05-02-13

2A43923

PROP. APPROX. 3.0" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE

RATE OF 342 LBS. PER SQ. YD.

STA. 11+60+/- TO 12+90+/-

STA. 13+10+/- TO 13+71+/-

V1 C1

VAR.

STA. 12+90+/- TO 13+10+/-

STA. 15+38+/- TO 16+54+/-

VAR. VAR.

C1V1

PROP. APPROX. 4" ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE

RT

NT

F TR

PO

O

S

F O

C

LI

I

I

WY

I

0

N

G O

T

1"=50’

JDH

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

F.A. PROJECT NO.

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

M

E

O ANS

RT

AT

IN

TA

T

E

O

N RTH A

R

O

NA

DV

IS

ON

O FH

IG

H

AS

D

IVIS O N

1

DIVISIO

D

ESI N C NST

RU

C

T

UNI

JDH

RWB

NORMAL EARTH FOUNDATION

ROADWAY SURFACE

PAVEMENTEXISTING

PAVEMENTEXISTING

GROUND LINE

THAN 6"

NOT LESS

I.D./6MIN.

GROUND LINE GROUND LINE

GENERAL NOTES:

TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL

ACCOMPLISH COMPACTION.

UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL

FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE

LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1

UNDISTURBED EARTH MATERIAL

SPRINGLINE OF PIPE

SELECT GRANULAR MATERIAL CLASS II, TYPE 1.

43923 2B

PIPE INSTALLATION

IN PINEVILLE

NC 51 DRAINAGE IMPROVEMENTS

3/2015

380 LBS. PER SQ. YD. IN EACH OF THREE LAYERS.

COURSE I19.0C AT AN AVERAGE RATE OF

PROP. APPROX. 10" ASPHALT CONC. INTERMEDIATE

J.B. STD. 840.3

1 O

R 840.3

2

G.D.I. FR

AM

E

WIT

H

GR

ATE STD. 840.2

2

G.D.I. FR

AM

E

WIT

H

TW

O

GR

ATES STD. 840.2

2

G.D.I. (N.S.) F

RA

ME

WIT

H

GR

ATE STD. 840.2

4

SIZE A B

QU

AN

TITIE

S

FO

R

DR

AIN

AG

E

STR

UC

TU

RES

ENDWALLS

STATION

STR

UC

TU

RE

NO.

R.C.P.

C.S.P.

.109

.079

.109

PER E

AC

H (0’ TH

RU 5.0’)

5.0’ TH

RU 10.0’

10.0’

AN

D

AB

OVE

* TO

TA

L L.F. FO

R P

AY

QU

AN

TIT

Y S

HA

LL BE C

OL.

’A’ + (1.3

X C

OL.’

B’)

FR

OM

TO

TYPE OF GRATE

FE GC.B. STD. 840.0

1

OR STD. 840.0

2

ABBREVIATIONS20-

MA

R-2015 08:4

4S:\

DD

C\

RD

Y\

Mecklenburg\nc 51 drainage in pineville\nc 51 pineville_su

m.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

LO

CA

TIO

N (L

T,R

T,

OR C

L)

4/04/06

REMARKS

SHEET NO.PROJECT REFERENCE NO.

3 43923

COMPUTED BY:

CHECKED BY: DATE:

DATE:04-19-13

TWB

12" 15" 18" 24" 30" 36" 42" 48" 12" 36" 42" 48"

LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

STANDARD 840.03

AND HOOD

FRAME, GRATES

CU. YDS.

OR GAUGE

THICKNESS

*FT.

LIN.

20-

MA

R-2015 08:4

4S:\

DD

C\

RD

Y\

Mecklenburg\nc 51 drainage in pineville\nc 51 pineville_su

m.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

SHEET NO.PROJECT REFERENCE NO.

TO

P ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

SLO

PE C

RITIC

AL

OTHERWISE)

NOTED

(UNLESS

STD. 838.80

OR

STD. 838.11

STD. 838.01,C.B.

N.D.I.

D.I.

J.B.

M.H.

CATCH BASIN

NARROW DROP INLET

DROP INLET

JUNCTION BOX

MANHOLE

TRAFFIC BEARING DROP INLETT.B.D.I.

T.B.J.B. TRAFFIC BEARING JUNCTION BOX

G.D.I. GRATED DROP INLET

G.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET

48"42"36"30"24"18"15"

DR

OP IN

LET

CA

TC

H

BASIN

SEC

TIO

N

TR

AN

SITIO

NA

L

CO

NC

RETE

(RCP, CSP, CAAP, HDPE, or PVC)

DRAINAGE PIPE

CO

RR. STEEL ELB

OW

S

NO.

& SIZ

E

CO

NC.

CO

LLA

RS C

L. "B" C.Y. STD 840.7

2

CO

NC.

&

BRIC

K PIP

E PLU

G,

C.Y. STD. 840.7

1

PIP

E RE

MO

VA

L LIN.F

T.

DO

NO

T U

SE RC

P

DO

NO

T U

SE C

SP

DO

NO

T U

SE C

AAP

DO

NO

T U

SE

HD

PE

C.S. PIPE

15" 18" 24"

.064

.064

.064

.064

(CLASS III)

R.C. PIPE

12" 18" 24" 30" 36" 42" 48"15"

**" R.

C. PIP

E (C

LASS

V)

**" R.

C. PIP

E C

ULVERTS,

CO

NTR

AC

TO

R

DESIG

N

PIP

E

**" R.

C. PIP

E C

ULVERTS,

CO

NTR

AC

TO

R

DESIG

N

PIP

E

15" SID

E

DR

AIN

PIP

E

18" SID

E

DR

AIN

PIP

E

(CLASS IV)

R.C. PIPE

SUB-REGIONAL & REGIONALNOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.

See "Standard Specifications For Roads and Structures, Section 300-5".

16+40-L-

15+55-L-

16+33-L-

15+54-L-

LT

LT

RT

RT

1

2

3

27

1 2

2 27

3 27

27 28

12+95-L-

12+95-L-

LT

RT

5

5 28

6 28

28

7

7 29

29

29 8

8

11+41-L-

11+41-L-

RT

RT

10+45-L-

577.25

574.48

577.17

574.56

564.55

564.87

561.37

561.41

561.34

574.25 571.48

570.41571.38

570.00 567.24

559.97567.14

561.55 560.72

560.72561.56

28 29 556.51559.87

557.26558.37

555.80556.41

80’

50’

76’

256’

48’

4’

150’

4’

56’

X

X

X

X

X

X

T.B.J.B. S

TD. 840.3

4

M.H. FR

AM

E

&

CO

VER STD. 8

40.5

4

X

X

X

X

X

X

TOTALS 194’340’206’ 8 3 5 4 4

XX

RT 26 577.48

26 3 574.23 573.00

RT 30 564.94

30 6 561.94 561.66

12+95-L- RT 6 564.66

16+43-L-

13+05-L-

RT

8’

8’

X X

X X

XX

X X

XX

2.2

2.2’

NO ADDITIONAL PAYMENT FOR EXTRA DEPTH.

NO ADDITIONAL PAYMENT FOR EXTRA DEPTH.

TO EP

5.5’R

TO E

P27.5’R

DD

1’6" C&G

D

AS NEEDED.

REPLACE 2’6" C&G

D AS NEEDED.

REPLACE 2’6" C&G

END 2’6" C&G

D

D

TIE TO EXISTING

BEGIN 2’6" C&G

D

D

CONCRETE DRIVE

PROP 12’ DROP TYPE

CONCRETE DRIVE

PROP 24’ DROP TYPE

TO

EP

29’ R

TIE TO EXIST.

BEGIN 2’6" C&G

D

D

CONCRETE DRIVE

PROP 12’ DROP TYPECONCRETE DRIVE

PROP 16’ DROP TYPE

D

D

AS NEEDED.

REPLACE 2’6" C&G

D

END RESURFACING

END 2’6" C&G

AT RAIL ROAD TRACKS

BEGIN RESURFACING

D

D 16+54+/-

END RESURFACING

END 2’6" C&G

15" RCP-III

CB

CB

CBCB

CB

CB

CB

TBJB W/MH

24" R

CP-III

24" RCP-III 15" RC

P-III

18" RCP-III

15" RCP-III

15"

RC

P-III

15"

RC

P-III

18" RCP-III

W/MH

TBJB

W/MH

TBJB

CB

W/MH

TBJB

15"

RCP-III

18" RCP-III

2

1

3

26

5

28

6

30

7

29

8

27

S

S

INV=561.11’

BOX

SIGNAL

TRAFFIC

PED

POWER

PED

POWER

EOI

EOI

EOI

EOI

2" MATERIAL UNKNOWN

6"

MA

TE

RIA

L

UN

KN

OW

N

8" MATERIAL UNKNOWN

6"

MA

TE

RIA

L

UN

KN

OW

N

6"

MA

TE

RIA

L

UN

KN

OW

N

6" M

ATERIA

L

UN

KN

OW

N

1.25" P

LA

STIC

EOI

1.25" STEEL

4"

ST

EE

L

4" STEEL

EOI

EOI

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH

HH H

H

HH

HH

HH

EOI

T

IN CONDUIT

IN CONDUIT

EOI

15" RCP

15" RCP

15" RCP

JB

POSSIB

LE

8" H

DPE

24" RCP

15" RCP

DI

GATE

SIGNAL

CONC

BST

CONC

CONC

BST

CONC

CONC

CONC

CONC

BST

CONC

CONC

BK WALL

CONC

BST

CONC

CONC

CONC

CONC

CONC

BST

CONC

CONC

CO

NC

CO

NC

CO

NC

BST

CONC

BST

CONC

CONC

BST

BST

CO

NC

CONC

CONC

CONC

GR

ECM

18" RCP

15" RCP

15" RCP

STEPS

DI

1 S BK BUS

2 S BK BUS

2 S BK BUS

1 S BK BUS

2 S BK BUS

1 S BK BUS

CB

CB

CONC

BST

CONC

BST

6" C

ONC C

30" C&

G

30" C&G

30" C&G

18" C&G

6" CO

NC C

6" CO

NC C

6" CONC C

6" CONC C

18"

C&

G18"

C&

G

CO

NC

6" CONC C

30" C&G

30"

C&

G

30"

C&

G

6" CONC C

6" CONC C

30" C&G

STEPS

CONC

CH

UR

CH

ST

RE

ET 20’ B

ST

DOVER STREET 20’ B

ST

NC-51 MAIN STREET 55’ BST

JO

HNS

TO

N

DRIV

E 20’ B

ST

OA

KLE

Y

AV

EN

UE 15’ B

ST

STEPS

CONC

BST

NCDOT FO

NC

DOT F

ON

CD

OT F

O

dBE FOUND IN THE FIELD.

NCDOT UTILITY COULD NOT

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

F.A. PROJECT NO.

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F H

IG

HW

AY

S

D

IVISIO N

1

0

DIVISIO

N

D

ESIGN CONST

RU

C

T

UNIT

IN PINEVILLE

NC 51 DRAINAGE IMPROVEMENTS

03-07-13

1"=60’

443923

TWB

RWB

10

15

PI Sta 10+58.95

D

L = 97.46’

T = 50.11’

R = 170.00’

PI Sta 18+15.86

D

L = 67.88’

T = 34.07’

R = 315.00’

POT Sta. 10+

00.00-

L-

PC

Sta. 10+

08.84-

L-

PT Sta. 11+06.3

0-

L-

PC Sta. 17

+81.79-

L-

PT

Sta. 18

+49.6

6-

L-

-L- -L-

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

F.A. PROJECT NO.

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F H

IG

HW

AY

S

D

IVISIO N

1

0

DIVISIO

N

D

ESIGN CONST

RU

C

T

UNIT

IN PINEVILLE

NC 51 DRAINAGE IMPROVEMENTS

1"=60’

NAD 83/2011

NC GRID

CH

UR

CH

ST

RE

ET 20’ B

ST

DOVER STREET 20’ B

ST

NC-51 MAIN STREET 55’ BST

JO

HNS

TO

N

DRIV

E 20’ B

ST

OA

KLE

Y

AV

EN

UE 15’ B

ST

R R

R R

TFEND

16+54

TH TC

TF

16+24

THBEGIN

TIEND

16+00

TI

15+42

TCBEGIN

T2

T2

T2

T2

T2

TP

TP

UA

UA

TEEND

14+94

TI TC

TI

14+42

TEBEGIN

TDEND

TI

14+26

TE

BEGIN TD

END

TI

13+73

TEBEGIN TC

TQ

TIEND

13+21

TC

TI

11+05

BEGINTIEND

10+77

TI

10+22

TCBEGIN

PAVEMENT MARKINGS

TIE TO EXISTING

T2

T2

T1

PMP-1

TA

TA

43923

JDH

RWB

11’

11’

11’

11’

10.5’

10.5’

10.5’

10.5’

PAVEMENT MARKING SCHEDULE

PAVEMENT MARKING LINES

PAVEMENT MARKING SYMBOLS

TB - YELLOW EDGELINE (4" , 90 MIL)

TD - 3FT.-9FT./SP WHITE MINISKIP (4" , 120 MIL)

TA - WHITE EDGELINE (4" , 90 MIL)

TE - WHITE SOLID LANE LINE (4" , 120 MIL)

TF - 10FT. YELLOW SKIP (4" , 120 MIL)

TC - 10FT. WHITE SKIP (4" , 120 MIL)

TH - YELLOW SINGLE CENTER (4" , 120 MIL)

TI - YELLOW DOUBLE CENTER (4" , 120 MIL)

TJ - 10FT. WHITE SKIP (6" , 120 MIL)

TK - 3FT.-9FT./SP WHITE MINISKIP (6" , 120 MIL)

TL - WHITE SOLID LANE LINE (6" , 120 MIL)

TM - 10FT. YELLOW SKIP (6" , 120 MIL)

TN - WHITE GORELINE (8" , 90 MIL)

TO - WHITE DIAGONAL (8" , 90 MIL)

TP - YELLOW DIAGONAL (8" , 90 MIL)

TQ - WHITE CROSSWALK LINE (8" , 120 MIL)

TR - WHITE SOLID LANE LINE (8" , 120 MIL)

TS - WHITE GORELINE (12" , 90 MIL)

TT - WHITE SOLID LANE LINE (12" , 120 MIL)

TU - WHITE DIAGONAL (12" , 90 MIL)

TV - YELLOW DIAGONAL (12" , 90 MIL)

UA -LEFT TURN ARROW (90 MIL)

UB - RIGHT TURN ARROW (90 MIL)

UC - STRAIGHT ARROW (90 MIL)

UE - COMBO. RIGHT/STRAIGHT ARROW (90 MIL)

UF - COMBO. LEFT/RIGHT ARROW (90 MIL)

UD - COMBO. LEFT/STRAIGHT ARROW (90 MIL)

UG - COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL)

UH - HANDICAP PARKING (90 MIL)

UI - ALPHANUMERIC CHAR. (120 MIL)

UJ - BICYCLE SYMBOL (90 MIL)

UK - BICYCLE STRAIGHT ARROW (90 MIL)

UL - BICYCLE CHAR. (120 MIL)

UM - 12" YIELD LINE TRIANGLE (90 MIL)

UN - 24" YIELD LINE TRIANGLE (90 MIL)

UO - BICYCLE LEFT ARROW (90 MIL)

UP - MERGE ARROW (90 MIL)

UQ - RAMP ARROW SYMBOL (90 MIL)

UR - SHARROW (90 MIL)

US - BICYCLE LOOP DETECTOR (90 MIL)

UT - U-TURN ARROW (90 MIL)

UU - FISH-HOOK STRAIGHT ARROW (90 MIL)

UV - FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)

UW - FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)

UX - FISH-HOOK LEFT/RIGHT ARROW (90 MIL)

UY - FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)

UZ - FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)

WA - FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)

WB - FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)

WC - FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)

MA - PERMANENT RAISED MARKER (YELLOW & YELLOW)

MB - PERMANENT RAISED MARKER (CRYSTAL & RED)

MC - PERMANENT RAISED MARKER (YELLOW & RED)

MD - PERMANENT RAISED MARKER (YELLOW)

ME - SNOWPLOWABLE MARKER (YELLOW & YELLOW)

MF - SNOWPLOWABLE MARKER (CRYSTAL & RED)

MG - SNOWPLOWABLE MARKER (YELLOW & RED)

ML - PERMANENT RAISED MARKER (CRYSTAL & CRYSTAL)

MO - SNOWPLOWABLE MARKER (CRYSTAL & CRYSTAL)

T8 - 2FT.-6FT./SP WHITE MINISKIP (4" , 120 MIL)

T1 - WHITE LINE, RR X (16" , 120 MIL)

T2 - WHITE STOPBAR (24" , 120 MIL)

T3 - WHITE CROSSWALK LINE (24" , 120 MIL)

T4 - WHITE RUMBLE STRIP (4" , 240 MIL)

T5 - YELLOW RUMBLE STRIP (4" , 240 MIL)

T6 - WHITE EDGELINE (6" , 90 MIL)

T7 - YELLOW EDGELINE (6" , 90 MIL)

T9 - 2FT.-6FT./SP YELLOW MINISKIP (4" , 120 MIL)

T11 - 2FT.-6FT./SP WHITE MINISKIP (6" , 120 MIL)

T12 - 2FT.-6FT./SP YELLOW MINISKIP (6" , 120 MIL)

T13 - 3FT.-9FT./SP WHITE MINISKIP (8" , 120 MIL)

T14 - 3FT.-9FT./SP WHITE MINISKIP (12" , 120 MIL)

T15 - YELLOW SINGLE CENTER (6" , 120 MIL)

T16 - YELLOW DOUBLE CENTER (6" , 120 MIL)

T17 - 3FT.-3FT./SP WHITE MINISKIP ENTRANCE LINE (8" , 120 MIL)

T10 - 3FT.-3FT./SP WHITE MINISKIP (12" , 120 MIL)

UI

3-2015