mecklenburg county · f morning star lutheran ch. idlewild baptist church j david w butler high...

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.

03-JUN-2015 07:29S:\DDC\RDY\Mecklenburg\NC51 superstreet\tsh\nc51_superstreet_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

VICINITY MAP NOT TO SCALE

GRAPHIC SCALES


DIVISION OF HIGHWAYSU-5511

PLANS

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

0

0

0

RANDY BOWERS

TERRY BURLESON

July 1, 2015

DHV

D

T

V

=

=

=

=

=

=

35,200

10

2

1

%

%

%

MPH

ADT

ADT

2013

2023

LOCATION:

TYPE OF WORK:

50 100

50 100

5 10

P.E.

R/W

CONST.

TOTAL LENGTH OF STATE PROJECT = MILESU-5511

U-5511 0.46 LENGTH OF ROADWAY PROJECT = MILES

0.46

MECKLENBURG COUNTY

.78

.86

.62

1.01

.13

.29

.56

.93

S

.50

.32

.59

.32

1.1

1

.44

.22

.31

.40

.76

.35

.89

.32

.65

.40

.08

.12

.51

.06

.29

.47

.54

.05

.13

.22

.15

.76

.11

1.20

.30

.25

.43

.98

.95

.84

.25

Idlewild R

d

Idlewild RdSa

m N

ewell R

d

E John S

t

Sa

m N

ewell R

d

Sa

m N

ewell R

d

Thompson Rd

Phillip

s R

d

Marglyn Dr

Independence P

ointe P

y

Inde

pendence Com

merc

Dr

Overcash Dr

North

east P

y

Matthews - Indian T

rail Rd

Mt H

armon

y Church

Rd

Stevens Mill Rd

%74

%74$485

[51]

[52]

.39

dR

dR

HoodsCrossroads

.42

G

H

F

Simfield

Ch.

Mt Harmony

Ch.

F

FMorning Star

LutheranCh.

Idlewild

Baptist Church

jDavid W Butler High School

IPresbyterian Hospital Matthews

FChurch

PresbyterianOrthodox

Matthews

Matthews-Mint Hill Rd

N Trade St

Tall Pines LnIv

ey W

ood Ln

Gu

m W

ood Ct

Son

oma

Ct

Mondavi Ct

Chateau Ct

Brandyw

ine Dr

Zelda Ln

Mikelynn Dr

Dandrid

ge Cr

Morning Star Dr

Junip

er St

Eva St

Chipw

ood Ln

Palomino Dr

Jare

d Ct

Forest Wood Dr

Jerry Ln

Hartis L

n

Marjorie Dr

Lemmond st

Saddletr

ee Ct

Tracelake Dr

Win

d R

ow L

n

Capriole L

n

Lipizzan Ct

Andulusian

Dr

Perch

eron Ct

Colt Ct

Blacksmith Ct

Mareshead Ln

Spring

water

Dr

Honeysuckle Rid

ge Dr

Horseback Cr

Cric

ket L

n

Creekside Dr

Cre

ekside Dr

Andulusian Dr

Dartmoor Ct

Acadia Ln

Hickory K

noll CtBayleaf Ct

Oakshade

Ln

Idle Dr

Lake Bluff Dr

Mills

End Cr

Sustare Ct

Four

Oaks L

n

Woodbend Dr

Cross Tie Ln

Gold S

pike Ct

Tanfield Dr

Fence P

ost L

n

Windsor Crossin

g Dr

Winds

or Square

Dr

Annecy Dr

Newby Ln

Calpher Ct

Rice Rd

Hadley Ct

Independence Pointe P

y

Kintyre Ct

Kim

way Dr

Kirk

holm Dr

Kilm

arn

ock Ct

Heath

ers

hire L

n

Winding Tl

Double Girth CtKa

tie Ct

Clearkirk Ct

Tyneca

stle Ln

Citatio

n Ct

Portpatrick Ln

Buckton Ln

Oakcroft Dr

Gladiateur Ct

Mill H

ouse Dr

Gold C

up Ct

Whirla

way Ct

Pommel Ln

Hackamore Dr

High Echelon Dr Triple Crown Ct

Light Brigade Dr

Swaim Dr

Sadie Dr

Matthews Cros

sing

Clearbrook

Rd

Newbur

g Ln

Vinecre

st Dr

Mark

well D

r

Deer

Cre

ek Dr

Edgelan

d Dr

Sadie Dr

Morris Rd

Linden St

Matth

ews S

chool R

d

Crestdale Rd

Matthews

Chapel R

dMatthews St

McL

eod St

Doug Dr

Club Vie

w Ln

McLeod C

r

Four Lake

s Dr

Terry Ln

Paces

Av Paces A

v

Paces Av

Tank Town Rd

Claire D

r

Wester Ross Ct

Bath

gate L

n

O‘Malley Dr

Kent Dr

Brigm

an Rd

Moore R

d

Sam Boyd C

t

George

Clay Ln

Selm

a B

urke Ln

Lake Rd

Northeast Ct

Rice

Rd

Library Ln

Winding Tl

Fitz

patric

k L

n

Strath

aven DrF

raserb

urg

h Dr

Reid Harkey Rd

Phillip

s R

d

Cannonade Ct

Connemara Dr

Firew

ood Dr

Pearw

ood Ct

Pine

wood Hill

Dr

Sweetgum Ln

Sum

merland D

r

Bentcre

ek L

n

Cresce

nt Ln

Win

dsor H

ill Dr

North

east P

y

Independence Ra

River

Banks R

d

Sweetgum Ln

Clearbro

ok R

d

Stone

hedge

Ct

Eastp

ointe Dr

E Matthew

s St

N Freemont St

W Matthew

s St

Kim

way

Ct

Kim

way

Dr

Burn

wood Ct

E Charles St

High H

ill Ct

Cre

ekwood Ct

Matth

ews Park Dr

Five Gait Ct

Idlefield L

n

Barn

ey Dr

Pebw

orth Ct

Holgate H

ill Dr

Moss Creek Dr

Holcroft C

t

Cameron Matthews Dr

O’Toole Dr

Oscar D

r

Laurelw

ood Dr

Bank St

Forest Dr

Oakhaven Dr

Queens

Rd

Westy House Rdd

dr

UNIO

N COUNTY

MECKLE

NBURG COUNTY

%74

$485

PROJECT

NC

GRID

NA

D 83

NA 2011

SW

AIM

DRIV

E.

REID

HA

RK

EY R

D.

CONC

PHIL

LIP

S

RD. (

SR-317

6)

PHIL

LIP

S

RD.

BR

AN

DY

WIN

E

DRIV

E.

MATTHE

WS-

MIN

T HILL

RD.

MATT

HE

WS T

OW

NS

HIP P

AR

KW

AY.

NC 51 MATTHEWS MINT HILL RD.

50

26,000

45531.3.F

R1

45531.3.FR1

45531.1.R1

45531.2.FR1

45531.3.FR1 TCSP-0051(32)

GRADING, PAVING, MILLING, DRAINAGE, CURB & GUTTER, CONCRETE

MONOLITHIC ISLANDS, AND THERMOPLASTIC PAVEMENT MARKINGS.

11+62.45-L-

BEGIN CONSTRUCTION

END CONSTRUCTION35+73-L-

DESCRIBED IN THE NCDOT STANDARD DRAWINGS

THE LIMITS ESTABLISHED BY METHOD II AS

CLEARING ON THIS PROJECT SHALL BE TO

MATTHEWS MINT HILL RD. AND PHILLIPS RD. (SR-3176)

MATTHEWS TOWNSHIP PARKWAY BETWEEN

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

3125

3175

31743143

3176

3176

3177

31773178

57033457

3453

3474

1010

3452

5215

3177

3180

4497

5612

5228

(51

(51

6/4/2015

https://trust.docusign.com

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Booth

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

e

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

Recorded U/G Power Line

Recorded U/G Telephone Cable

Designated U/G Telephone Cable (S.U.E.*)

Recorded U/G Telephone Conduit

Designated U/G Telephone Conduit (S.U.E.*)

Recorded U/G Fiber Optics Cable

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

Recorded U/G Water Line

4

I

H

a

TV:

TV Satellite Dish

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

Recorded U/G TV Cable

Recorded U/G Fiber Optic Cable

Designated U/G Fiber Optic Cable (S.U.E.*)

r

|

I]

GAS:

Gas Valve

Gas Meter

Recorded U/G Gas Line

n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Recorded SS Forced Main Line

Designated SS Forced Main Line (S.U.E.*)

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line

?

CONC

CONC WW

v

vDrainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

Designated U/G Power Line (S.U.E.*)

Designated U/G Fiber Optics Cable (S.U.E.*)

Designated U/G Water Line (S.U.E.*)

Designated U/G TV Cable (S.U.E.*)

Designated U/G Gas Line (S.U.E.*)

U/G Test Hole (S.U.E.*)

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.

Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.

1A 45531.3.FR1

Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Jurisdictional Stream JS

12/05/11

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

UST

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

1"=50’

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

PHILLIPS RD. (SR-3176)

BETWEEN MATTHEWS TOWNSHIP PARKWAY. AND

WIDENING OF NC 51 MATTHEWS MINT HILL RD.

9-13

2

PAVEMENT SCHEDULE

C1

EARTH MATERIAL

RATE OF 168 LBS. PER SQ. YD.

PROP. 2’-6" CURB & GUTTER

PROP. APPROX. 5.0" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE


MILLING ASPHALT PAVEMENT, 1.5" IN DEPTH

E1

R1

R2

R3

T

V1

C2RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

D1

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

PROP. 4" CONC. SIDEWALK (5’ IN WIDTH)

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


VARIES

V1

25’-36’

TYPICAL SECTION NO.1

4’-6’

E1 D1

R2

VAR.

25’-26’

VARIES

4’

C2

1’

3:1

7.5’

3:1

.02

C1C2

D1 E1

R1

3’ 14’-16’

VAR.

0’-12’

VAR.

STA 11+62.45 TO 11+84 -L-

VARIES

V1V1

25’-36’

C1


4’-11’

E1

D1

R2

25’-26’

VARIES

4’

C2

3:1

7.5’

3:1

.02

C1C2

D1 E1

R1

VAR.

0’-12’

VAR.

STA 11+84 TO 12+33.43 -L-

1’-6’

VAR.

VARIES

V1V1

25’-30’

C1

EXISTING PAVEMENT


4’-11’

EXISTING PAVEMENT

E1 D1

R2

30’-42’

VARIES

4’

C2

VAR.

STA 12+33.43 TO 13+81 -L-

1’-6’

VAR.

C1

STA 13+81 TO 14+18 -L-

T

T

THIS LINE

GRADE TO

THIS LINE

GRADE TO

THIS LINE

GRADE TO

THIS LINE

GRADE TOTHIS LINE

GRADE TO

NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.

SUPERELEVATION.

THE CONTRACTOR SHALL MATCH THE EXISTING ROADWAY

LENGTH & WIDTH VARIES

EXISTING PAVEMENT

ASPHALT TYPE B25.0C SHALL BE PLACED.

AS DIRECTED BY THE ENGINEER.

RATE IS VARIABLE AND SHALL BE

PATCHING DETAIL

45531.3.FR1

12"

12"

EXISTING PAVEMENTEXISTING PAVEMENT

12"


PROP. 5" CONC. MONOLITHIC ISLAND (KEYED IN)

PROP. APPROX. 1.5" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE

1"=50’

STATE

N.C.


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

RWB




9-13

2A

VARIES

V1V1

25’-36’

C1


4’-6’

E1 D1

R2

30’-36’

VARIES

4’

C2

3:1

3:1

.02

C1C2

D1 E1

R1

VAR.

0’-2’

VAR.

STA 14+18 TO 15+71.50 -L-

1’-2’

VAR.

2.5’ 4’ 5’

R3

T

VARIES

V1V1

34’-36’

C1


EXISTING PAVEMENT

R2

36’-38’

VARIES

4’

C1C2

D1 E1

R1

0’-2’

VAR.

2.5’

VARIES

V1V1

10’-30’

C1

EXISTING PAVEMENT


R2

12’-37’

VARIES3:

1

3:1

.02

C1C2

D1 E1

R1

4’-17’

VAR.

2.5’ 4’

T

STA 16+56.65 TO 20+31.51 -L-

STA 15+71.50 TO 16+56.65 -L-

3:1

3:1

.02

4’ 5’

R3

T

THIS LINE

GRADE TO

THIS LINE

GRADE TO

THIS LINE

GRADE TO

THIS LINE

GRADE TO

TWB

TWB


SUPERELEVATION.



EXISTING PAVEMENT




PATCHING DETAIL

STA 22+56.20 TO 24+86 -L-

4’-19’

45531.3.FR1

12"


12"

12"

PAVEMENT SCHEDULE

C1

EARTH MATERIAL






E1

R1

R2

R3

T

V1


D1







1"=50’

STATE

N.C.


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

RWB




9-13

2B

VARIES

V1V1C1

EXISTING PAVEMENT


R2

12’-19’

VARIES3:

1

3:1

.02

C1C2

D1 E1

R1

VAR.

2.5’ 4’

T

3:1

R1.02

T

VARIES

C2

E1 D1

0’-35’2.5’4’5’

STA 20+31.51 TO 21+64 -L-

VARIES

R3

VARIES

V1V1C1

EXISTING PAVEMENT


R2

12’-19’

VARIES3:

1

3:1

.02

C1C2

D1 E1

R1

VAR.

2.5’ 4’

T

3:1

R1.02

T

VARIES

C2

E1 D1

0’-35’2.5’4’5’

R2

4’

C1V1

4’-5.5’

VARIES

R3

14’

STA 21+64 TO 22+14 -L-

.02

.02

STA 22+14 TO 22+56.52 -L-

4’-19’

THIS LINE

GRADE TO

THIS LINE

GRADE TOTHIS LINE

GRADE TO

THIS LINE

GRADE TO

TWB

TWB


SUPERELEVATION.



EXISTING PAVEMENT




PATCHING DETAIL

8’

8’

8’-28’ 14’-16’

8’-9’ 14’-16’

45531.3.FR1

12"

12"

PAVEMENT SCHEDULE

C1

EARTH MATERIAL






E1

R1

R2

R3

T

V1


D1







1"=50’

STATE

N.C.


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

RWB




9-13

2C

V1V1C1

EXISTING PAVEMENT


.02

C1C2

D1 E1

R1

VAR.

2.5’ 4’

T

STA 24+86 TO 25+36 -L-

2:1

2:1

PAVEMENTEXISTING

VAR.T

C1

2:12:1

6’6’

HIN

GE

POIN

T

FO

R

CU

TS

�"/FT�"/FT

CL

POINT

GRADE

THIS LINE

GRADE TO

T

D1

2:1

STA 29+10 TO 35+73 -L-


VARIES

V1V1

18’-20’

C1

EXISTING PAVEMENT

18’-21’

VARIES

C1

D1 E1

VAR.

6’

T

STA 25+36 TO 29+10 -L-

2:12:1

HIN

GE

POIN

T

FO

R

CU

TS

4’


VARIES VARIES

�"/FT

E1

4’

THIS LINE

GRADE TO

THIS LINE

GRADE TO

TWB

TWB


SUPERELEVATION.



EXISTING PAVEMENT




PATCHING DETAIL

18’ 18’ 16’-17’

14’-16’

12’-16’

45531.3.FR1

10.5"

10.5"

12"

PAVEMENT SCHEDULE

C1

EARTH MATERIAL






E1

R1

R2

R3

T

V1


D1







D.I. STD. 840.14

OR STD. 840.15

G.D.I. TYPE "A" STD. 8

40.17

OR 840.2

6

G.D.I. TYPE "B" STD. 8

40.18

OR 840.2

7

G.D.I. TYPE "D" STD. 8

40.19

OR 840.2

8

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

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

RA

ME

WIT

H

TW

O

GR

ATES STD. 840.2

4

D.I. FR

AM

E

&

GR

ATE STD. 840.16

CO

RR. STEEL ELB

OW

S

NO.

& SIZ

E

PIP

E RE

MO

VA

L LIN.F

T.

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

M.H. FR

AM

E

&

CO

VER STD. 8

40.5

4

DESC.NO. SECT.NO. QUANTITY UNIT ITEM DESCRIPTION

SUMMARY

SUMMARY OF QUANTITIES

GUARDRAIL SUMMARY

"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.

TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.

FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.

W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.

LENGTH

SHOP

CURVED

DOUBLE

FACED

WARRANT POINT

APPROACH

END

TRAILING

END

DIST.

FROM

E.O.L.

TOTAL

SHOUL.

WIDTH

FLARE LENGTH

APPROACH TRAILING APPROACH TRAILING

END END END END

W ANCHORS

REMARKS

"N"

STRAIGHT

SURVEY

LINEBEG. STA. END STA. LOCATION

XI

MODXI

GRAU

350M-350 XIII VI

MODBICCAT-1

6/21/00

AT-1

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

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

TYPE 350

ATTENUATOR

IMPACT

GUARDRAIL

FACED

SINGLE

GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

EA G NG

G = GATING IMPACT ATTENUATOR TYPE 350

NG = NON-GATING IMPACT ATTENUATOR TYPE 350

DESC.NO. SECT.NO. QUANTITY UNIT ITEM DESCRIPTION

SUMMARY

AREA AREA AREA

REMAINING REMAINING

RT. LT.EASE. EASE.

TOTAL

ACREAGE TAKEN

PROPERTY OWNERS NAMES

NO.

RIGHT OF WAY AREA DATA

PARCEL

COMPUTED BY:

CHECKED BY: DATE:

DATE:11-05-13

TWB

SHEET NO.PROJECT REFERENCE NO.

26-

MA

R-2015 12:5

9S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\su

m\nc 51_superstreet_

ma6_su

m.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

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

.064

.064

.064

.064

.079

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

ABBREVIATIONS

LO

CA

TIO

N (L

T,R

T,

OR C

L)

REMARKS

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

STANDARD 840.03

AND HOOD

FRAME, GRATES

18" SID

E

DR

AIN

PIP

E CU. YDS.

15" SID

E

DR

AIN

PIP

E

24" SID

E

DR

AIN

PIP

E

OR GAUGE

THICKNESS

*FT.

LIN.

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"12"

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

DRAINAGE PIPE(UNLESS NOTED OTHRWISE)

C.S. PIPE

(UNLESS OTHERWISE NOTED)

CLASS III R.C. PIPE

NOTE: 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".

NOTE: 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".

11+75 -L- RT 401

401 402RT

13+97 -L- RT 402

232’

16+90 -L- RT 403

16+91 -L- RT 404

403 404RT 28’

X X

X X

X X

XXX

X

X

X

404 405RT 176’

405 406RT 64’

18+60 -L- RT 405 XXX

19+30 -L- RT 406 XXX

25+28 -L- RT 501 XXX

501 408RT 192’

408 409RT 192’

23+30 -L- RT 408 XXX

21+36 -L- RT 409 XXX

25+26 -L- RT 502 X

27+65 -L- RT

T.B.J.B. S

TD. 840.3

4

170’

70’

764.30

769.18

778.20

779.26

779.91

779.67

777.54

778.46

780.17

772.80

760.00 765.18

774.70 774.14

771.20 775.31

775.31 776.67

773.54 774.96

774.96 776.88

45531.3.FR1 3

DRIVEWAY PIPE32’ 32’

TOTALS 724’192’ 272’1339

3.7’

4.3’

8’

25+29 -L- RT 503 OUT 12’

12’

0.55

0.55

767.30 766.86

RUTH D CROMARTIE1 0.60 AC 0.018 AC 0.58 AC

2 3.03 AC 0.068 AC 2.96 AC

3 2.99 AC 0.040 AC 2.95 AC 3,273 SF

4 2.97 AC 0.058 AC 2.91 AC 3,065 SF

5 2.74 AC 2.74 AC

SUN Y LEE SANTEL6 2.48 AC 0.047 AC 2.43 AC 2,489 SF

7 2.65 AC 0.045 AC 2.61 AC 2,399 SF

WALTER S & CHANTEAU A PLOWMAN

DUKE COMMUNICATION SERVICES, INC

JAMES B & SADIE H SMITH

DOUGLAS & VICTORIA JORDAN

0 AC

TEMP.

CONST.

PERM.

EASE.

UTILITY

2,441 SF

1,275 SF

DUAL

USE

CARL R & SUSAN P BRIGHTWELL

AERIAL

EASE.

UTILITY

2,134 SF 329 SF

4,701 SF 164 SF

94 SF

432 SF

35+49 -L- RT 504 0.045

0.045

W/Matting

Fill Slope

1"=50’

JDH

STATE

N.C.


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

JDH

RWB




9-13

4

ST

ATIO

N 25+00

MA

TC

HLIN

E

SH

EE

T 5

45531.3.FR1

DRAINAGE OUTFALL.

W/ EXCELSIOR MATTING AT

LINE ROADWAY FILL SLOPE

PI Sta 13+72.31

D

L = 700.00’

T = 372.31’

R = 830.47’

PI Sta 17+70.46

D

L = 140.85’

T = 70.46’

R = 1,814.07’

PI Sta 20+59.16

D

L = 145.75’

T = 72.88’

R = 5,171.30’

10

15

20

-L-

-L-

-L-

PC

Sta. 10

+00.00 -L-

PC

C Sta. 17

+00.0

0 -

L-

PT

Sta. 18

+40.8

5 -

L-

PC Sta. 19

+86.2

7 -

L-

PT

Sta. 21+

32.0

3 -

L-

165

170

175

PI Sta 164+74.69

D

L = 1,172.76’

T = 701.72’

R = 848.83’

PIs Sta 170+29.23

F

Ls = 250.00’

LT = 166.86’

ST = 83.51’

PI Sta 175+59.31

D

L = 485.33’

T = 242.70’

R = 11,459.16’

PI Sta 182+03.53

D

L = 41.99’

T = 21.00’

R = 2,200.00’

PI Sta 183+55.33

D

L = 158.74’

T = 79.37’

R = 8,500.00’

PI Sta 188+05.36

D

L = 323.14’

T = 163.54’

R = 850.00’

-EL-

PT

Sta. 17

8+01.9

4-

EL-

PC Sta. 17

3+16.6

1-E

L-

ST

Sta. 17

1+95.7

3-

EL-

CS

Sta. 16

9+45.7

3-

EL-

2585

2586

2591

2592

24" R

CP

30" R

CP

30" R

CP

24" RCP 18" RCP 15" RCP 15" RCP

JB

48"W

D

RAIL

10"P

VC

10"PVC

15"PVC

10"P

VC

10"P

VC

10"P

VC

10"PVC

48"W

D

RAIL

SOIL

SOIL

SOIL

15" RCP

SOIL

15" RCP

GU

YGU

Y

GU

Y

10"PVC

INV=750.3

1’

15" R

CP

15" RCP

15" RCP15" RCP

15" R

CP

15" R

CP

15" R

CP

GU

Y

JB

30"C&

G

CONC

30"C&

G

30"C&

G

CONC

CONC

CONC

30"C

&G

30"C

&G

30"C

&G

CONC

CONC

KIMWAY COURT

SW

AIM

DRIV

E

BR

AN

DY

WIN

E

DRIV

E

REID

HA

RK

EY R

OA

D

S 52°5

7’5

1" E

179.7

6’

N 37°45’12" E

140.06’

INV=750.3

1’

15" R

CP

PAVEMENT VARIES

MATTHEWS MINT HILL ROAD

PAVE

ME

NT

VARIE

S

MATT

HE

WS T

OW

NS

HIP P

AR

KW

AY

MATTHE

WS-

MIN

T HILL R

OAD PAVE

ME

NT VARIE

S

PE

RM

ANE

NT

DR

AIN

AGE E

ASE

ME

NT

N 50°44’00" E249.56’

N 40°3

3’3

7" W

433.0

2’

60.00’

S 58°10

’37" E

481.9

3’

60.00’

N 37°05’34" E

179.72’

S 52°5

8’5

7" E

155.6

4’

S 53°17

’07" E

124.6

8’

S 52°5

8’0

7" E

99.9

7’

-E

Y3-

-EL-

-E

Y1-

-E

Y2-

-EY-

CONC

100.00

’

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

CONC

30"C&G

30"C&G

CONC

30"C&G CONC

30’C&G

30’C&G30’C&G

CONC

30"C&G

30"C&G

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

1

2

3

45

6

7

8

LO

CATIO

N

APP

RO

XIM

ATE

24" R

CP

LO

CATIO

N

APP

RO

XIM

ATE

T

W

TT

T

T TEOS

EOS

METER

ELECT

RIC

HHT

TT

HH

6"STEEL

1.25"P

L

4"S

TE

EL

6"STEEL

16"DI

16"DI

8"

ST

ATIO

NTEST

GAS

1.25"P

L

6"

8"DI

1800PR1800PR

100PR

50PR

50

PR

15"

RCP 15" RCP

DB 8925 PG 842

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

DB 8925 PG 842TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

DB 27953 PG 947

WARREN D. SURFACE

DB 11462 PG 061

RUTH D CROMARTIE

DB 9443 PG 420

DB 21208 PG 662DB 17975 PG 684

DB 11384 PG 954

DB 28332 PG 510

SUN Y LEE SANTEL

DB 20878 PG 534

DONNA Y MITCHELLDB 4376 PG 330

FAYE T YATES

DB 4376 PG 325

ROBERT R THREATT

SPIKERR

EIP

EIP

EIP

EIP

EIP EIP EIP

EIP

EIPEIP

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

60.00’

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

N 53°5

5’5

3" W

N 44°31’51" E171.35’

N 44°31’51" E123.63’

N 61°0

1’17" WN

53°5

8’5

3" W

N 53°4

8’3

3" W

85.6

7’

N 53°5

6’4

6" W

85.9

2’

N 21°14’30

" E

171.38’

300.4

7’ (3

00.8

0’ E

IP-

CO

R)

284.3

0’ (2

86.3

4’ E

IP-

EIP)

320.3

4’ (3

24.0

3’ E

IP-EIP)

68.00’

EIP

EIP

DU

KE

EN

ER

GY

TR

AN

AMIS

SIO

N

LIN

E

R/

W

DU

KE

EN

ER

GY

TR

AN

AMIS

SIO

N

LIN

E

R/

W

SUSAN P. BRIGHTWELL

CARL RANDOLPH BRIGHTWELL, III

CHANTEAU A. PLOWMAN

WALTER S. PLOWMAN

VICTORIA JORDAN

DOUGLAS JORDAN

DUKE ENERGY, LLC

R150’

RESURFACING

BEGIN

AND BULB OUT

RESURFACING

BEGIN

BULB OUT

END

PROP. 5’ SIDEWALK

2’-6" C&G

BEGIN

d

d

R30’ R30’

14’

dd

dR2’

d

R2’

R30’d

25’ d

d 25’ d

d

37’d

d

d

R2’

dd 12’

dd

12’

R2’d

37.2’d

d

44’

d

d

49.2’d

d

ISLAND

4’ CONC.

PROP.

37’d

d

37’d

d

25’ d

d

40’50’

R45’d

2’-6" C&G

END

2’-6" C&G

BEGIN

PROP. 5’ CONC. SI

DEWALK

d

d

66’

d

d

22+36-L-

53’58.4’60.4’

24+86-L-

BOC

4’ FROMBOC

4’ FROM

.00

.01

20’ DRIVE24’ DRIVE18’ DRIVE12’ DRIVE

23+86-L-21+64-L-

11+66.88-L-

11+84-L-

11+62.45-L-

12+33.43-L-

13+30.06-L-

13+81-L-

14+22-L-

108.8’

+05.72-L-

16+65-L-

18+14-L-

19+64-L-

21+99.63-L-

21+12-L-

& SIDEWALK

BEGIN 2’6" C&G

45.0’ LT TIE TO EXIST C&G

66.1’ TO EP

+83.36-L-

94.3’ RT

+56.65-L-

78.8’

+05.43-L-

99.2’ RT

+30.98-L-

79.9’

+30.98-L-

5’ SIDEWALK

BEGIN

21+

64-

L-

18.9’

0’ OFFSET

20+31.51-L-

22+56.52-L- 1.8’ LT

SIDEWALK

REMOVE EXIST.

d

CR CR

SIDEWALK

TIE TO EXIST

d

CBCB

CB

CBCB

401

DI

DI

DI

402

15" RCP-III

15" RC

P-III

403

404

15" RCP-III 15" RCP-III

405406

408409


RETAIN

RETAIN

RETAIN

RETAIN

REMOVEREMOVE

REMOVEREMOVE

EXTEND

COLLAR &

SEE DETAIL "A"

LATERAL ’V’ DITCH( Not to Scale)

2:1 2:1

D

b

d1"/Ft.

FROM STA. 24+35-L- TO STA. 25+25-L-

b=1 Ft.

Max. d=2 Ft.

Min. D=1 Ft.

Type of Liner= PSRM

DETAIL A

Ground

Natural

+44.52 EL48.06’

1

2 3

4

6 7

+86.48 EL

49.14’

+37.18 EL86.17’

+92.85 EL

46.59’

+27.65 EL

46.2’

+32.80 EL

111.4’+49.60 EL

49.6’

+73.31 EL

72.32’

+69.15 EL

+81.48 EL

+80.69 EL

+84.91 EL

103.20’

104.79’

110.99’

111.54’

+04.55 EL

69.48’

+55.44 EL

66.52’

+15.71 EL

71.84’

+16.87 EL

80.84’

+18.42 EL

80.64’

+19.58 EL

48.51’

+20.90 EL

80.33’

+69.95 EL

68.87’

+44.52 EL

61.93’

+37.00 EL

58.67’

66.30’

+94.00 EL

67.33’

60’

71.83’

+10.62 EL79.48’

+07.01 EL

102.48’

+85.20 EL

67.14’

69.60’

F

F

F

F

F

F FC C C C

F

F

F

F

1"=50’

JDH

STATE

N.C.


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

JDH

RWB

ST

ATIO

N 25+00

MA

TC

HLIN

E

SH

EE

T 4




9-13

545531.3.FR1

S

SS

24" R

CP

18" RCP

18" RCP

SOIL

CO

NC

CO

NC

WALL

RETAININGWALL

RETAINING

SOIL

CO

NC

18" RCP

REID

HA

RK

EY R

D.

EIP

60.00’

N 30°40’48" E

159.53’

N 30°40’48" E

121.57’

N 30°40’48" E

125.93’

N 38°51’04" E

148.55’

N 38°52’09" E

50.07’ N 41°38’21" E

231.54’

S 73°3

0’5

1" E

116.2

4’

N 22°0

4’35" E

137.28’

S 47°4

5’4

8" E

76.4

1’

S 47°4

5’4

8" E

351.10

’

N 44°20’27" E313.28’

S 59°4

0’4

5" E

335.15

’E

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

CONC

30"C&GCONC

CONC

CONC

CO

NC

30"C

&G

30"C

&G

CONC

CONC

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

CO

NC

15" R

CP

N 48°0

8’5

6" W

260.5

2’

N 48°0

8’5

6" W

260.10

’N 47°5

2’19

" W

217.9

4’

N 47°5

2’19

" W

40.9

3’

N 50°0

5’4

5" W

198.7

2’

N 50°0

5’4

3" W

180.4

1’

NC

GRID

NA

D 83

NA 2011

T

HH

T

SH

H

HH

HH

T

4"S

TE

EL

2"PL

4"P

L

6"STEEL

6"STEEL

6"STEEL

16"DI

16"DI

16"DI

6"

12"DI

1800PR

200

PR

200PR

1800PR

1800PR

300

PR

300

PR

25P

R

100

PR

15" RCP

15" RCP

15" RCP

DB 7249 PG 720

SADIE H. SMITH

JAMES B. AND

DB 7407 PG 809

COCHRANE PROPERTIES, INC.

DB 15700 PG 517

ROBERT J. HENDERSON, III

DB 12892 PG 550

EVELYN D. COCHRANE

RALPH N. AND

DB 2279 PG 047

EVELYN D. COCHRANE

RALPH N. ANDDB 22928 PG 281

RENE N ANGELESDB 26365 PG 600

ROBERT M DANNER

DB 4380 PG 316

BEATRICE D JONES

LARRY C AND

EIP

EIP

EIP

AXLE

EIP

EIP

EIP

EIP

WM

WM

WMWM

WV

WV

GV

GV

GV

GV

24" R

CP

15" R

CP

DI

DI

CB

CBCB

CB CB

15" RCP

EIP

EIP

EIP

NC 51 MATTHEWS-MINT HILL RD.

PHIL

LIP

S

RD. (

SR-317

6)

PHIL

LIP

S

RD.

EXIS

TIN

G P

DE

PI Sta 34+89.49

D

L = 315.32’

T = 159.50’

R = 848.26’

25

30

35

-L-

PC Sta. 33

+30.0

0 -

L-

PT Sta. 3

6+45.3

1 -L-

180

185

190

POT Sta. 19

0+45.4

6-

EL-

PT Sta. 18

9+64.9

5-

EL-

PC Sta. 18

6+41.82-

EL-

PT

Sta. 18

4+34.7

0-

EL-

PC Sta. 18

2+75.9

6-

EL-

PT

Sta. 18

2+24.5

3-

EL-

PC Sta. 18

1+82.5

4-

EL-

PT

Sta. 17

8+01.9

4-

EL-

R2’

53’

d

d

TAPER

BEGIN

51.5

2’

d

d

49.2

6’

d

d

R30’

2’-6" C&G

END

25+36-L-

25+70-L-

RESURFACING

END

35+73-L-

+36.3

0-

L-

+36.21-L-

AND PLUG 15" RCP

REMOVE DI & CONC.

d

CB501

502

RETAINRETAINRETAINRETAIN

15" RCP-III

REMOVE

GRADE TO DRAIN

TB JB

503

EXTEND

COLLAR &

504

+34.95 EL78.5’

+54.95 EL78.5’

+00.78 EL

5

64’48.27’

FC

CC

C CC C F

F

TERRY W. BURLESONEROSION CONTROL DESIGNER

3011 LEVEL III-A CERTIFICATION #

NC

GRID

NA

D 83

NA 2011

SW

AIM

DRIV

E.

REID

HA

RK

EY R

D.

CONC

PHIL

LIP

S

RD. (

SR-317

6)

PHIL

LIP

S

RD.

BR

AN

DY

WIN

E

DRIV

E.

MATTHE

WS-

MIN

T HILL

RD.

MATT

HE

WS T

OW

NS

HIP P

AR

KW

AY.


11+62.45-L-

BEGIN CONSTRUCTION

END CONSTRUCTION35+73-L-

GRAPHIC SCALE

PLANS

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET


Prepared in the Office of:



STATE OF NORTH CAROLINA26-

MA

R-2015 13:0

4S:\

DD

C\

RD

Y\

Mec

klen

burg\

NC

51 superstreet\erosio

n\

nc

51_superstreet_

EC-1-2.d

gn

jd

har

ward

AT

D10

DI

VC

AD

27

7126

025 50

0

0

DIVISION DESIGN CONSTRUCT UNIT

ROADSIDE ENVIRONMENTAL UNIT

PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL

EROSION AND SEDIMENT CONTROL MEASURES

CONSTRUCTION.

GRUBBING PHASE OF

FOR CLEARING AND

EROSION CONTROL PLANS

THIS PROJECT CONTAINS

Temporary Silt Ditch

Temporary Silt Fence

Silt Basin Type B

Stilling Basin

TDTemporary Diversion

Temporary Rock Silt Check Type-B

Temporary Rock Silt Check Type-A

Temporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B

Type A

Type B

Type C

A

B

C


TSD

Std. # Description Symbol

Temporary Berms and Slope Drains

Rock Inlet Sediment Trap:

1630.031630.051605.01

1622.01

1633.01

1634.011634.021635.011635.021630.04

1632.01

1632.02

1632.03

Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-B

Temporary Rock Sediment Dam Type A

Temporary Rock Sediment Dam Type B


Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design

revison thereto are applicable to this project and by reference hereby are considered a part of

these plans.

Rock Pipe Inlet Sediment Trap Type A

EC-1

Albemarle, NC 28001

716 W. Main St.

1606.01 Special Sediment Control Fence

1634.01

1634.02

1635.01

1605.01

1630.01

Temporary Berms and Slope Drains

1606.01

1622.01

Special Sediment Control Fence

Riser Basin

TIP

PR

OJE

CT: U

-5511

45531.3.FR1

1635.02 Rock Pipe Inlet Sediment Trap Type B

1604.01 Railroad Erosion Control Detail

1607.01 Gravel Construction Entrance

Skimmer Basin

Tiered Skimmer Basin

Infiltration Basin

Special Stilling Basin1630.06

Temporary Rock Silt Check Type-A withMatting and Polyacrylamide (PAM)

Wattle/Coir Fiber Wattle

Wattle/Coir Fiber Wattlewith Polyacrylamide (PAM)

1630.02

1633.02

2012 STANDARD SPECIFICATIONSNATURAL RESOURCES DIVISION OF WATER QUALITY.

ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND

NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011

WITH THE REGULATIONS SET FORTH BY THE

THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY

Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest

1630.05 Temporary Diversion

1630.04 Stilling Basin

1630.03 Temporary Silt Ditch

1630.02 Silt Basin Type B

1630.06 Special Stilling Basin

1631.01 Matting Installation

1632.02

1632.01

Rock Inlet Sediment Trap Type B

Rock Inlet Sediment Trap Type A

1632.03 Rock Inlet Sediment Trap Type C

1633.01

1633.02 Temporary Rock Silt Check Type B

Temporary Rock Silt Check Type A

1640.01 Coir Fiber Baffle

1645.01 Temporary Stream Crossing

EW

CFW


DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

SITE DESCRIPTION

SOIL STABILIZATION TIMEFRAMES

STABILIZATION TIME

7 DAYS

TIMEFRAME EXCEPTIONS

PERIMETER DIKES, SWALES, DITCHES AND SLOPES

HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE

SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.

NONE

SLOPES 3:1 OR FLATTER 14 DAYS

14 DAYS

7 DAYS FOR SLOPES GREATER THAN 50’ IN

LENGTH.

ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.

45531.3.FR1 EC-2

W/Matting

Fill Slope

1"=50’

TWB

STATE

N.C.


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




45531.3.FR1

12/13

EC-3

ST

ATIO

N 25+00

MA

TC

HLIN

E

SH

EE

T

EC-4

24" R

CP

30" R

CP

30" R

CP

24" RCP 18" RCP 15" RCP 15" RCP

JB

48"W

D

RAIL

48"W

D

RAIL

SOIL

SOIL

SOIL

15" RCP

SOIL

15" RCP

15" RCP

15" RCP15" RCP

15" R

CP

JB

30"C&

G

30"C&

G

30"C&

G

CONC

CONC

CONC

30"C

&G

30"C

&G

30"C

&G

CONC

CONC

KIMWAY COURT

SW

AIM

DRIV

E.

REID

HA

RK

EY R

D.

S 52°5

7’5

1" E

179.7

6’

N 37°45’12" E

140.06’

15" R

CP

PE

RM

ANE

NT

DR

AIN

AGE E

ASE

ME

NT

N 50°44’00" E249.56’

N 40°3

3’3

7" W

433.0

2’

N 45°51’37" E172.61’

N 45°51’37" E123.58’

N 52°2

6’5

8" W

189.9

5’

N 22°5

4’30" E

171.33’

N 59°2

5’3

2" W

189.7

7’

N 39°24’00" E

284.75’

60.00’

S 61°12

’56" E

662.8

1’

S 58°10

’37" E

481.9

3’

60.00’

N 37°05’34" E

179.72’

S 52°5

8’5

7" E

155.6

4’

S 53°17

’07" E

124.6

8’

S 52°5

8’0

7" E

99.9

7’

CONC

100.00

’

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

60.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

CONC

30"C&G

30"C&G

CONC

30"C&G CONC

30’C&G

30’C&G30’C&G

CONC

30"C&G

30"C&G

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

24" R

CP

LO

CATIO

N

APP

RO

XIM

ATE

N 59°2

5’3

2" W

334.3

6’

N 52°2

6’5

8" W

284.9

9’

N 52°2

5’5

2" W

304.0

2’

EOS

EOS

1.25"P

L

15"

RCP 15" RCP

DB 8925 PG 842

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

DB 8925 PG 842TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

DB 27953 PG 947

WARREN D. SURFACE

DB 11462 PG 061

RUTH D CROMARTIE

DB 9443 PG 420

CHANTEAU A. PLOWMAN

WALTER S. AND

DB 21208 PG 662

DB 17975 PG 684

DB 11384 PG 954

VICTORIA JORDAN

DOUGLAS AND

DB 28332 PG 510

SUN Y LEE SANTEL

DB 20878 PG 534

DONNA Y MITCHELL

DB 4376 PG 330

FAYE T YATES

DB 4376 PG 325

ROBERT R THREATT

SPIKERR

EIP

EIP

EIP

EIP

EIP EIP EIP

EIP

EIPEIP

15"

RCP

15" RCP

15" RCP

DI

CB

CB

CBCB CB

CB CB

CB

CB

15" RCP

NC 51 MATTH

EWS M

INT HILL RD.

BR

AN

DY

WIN

E

DRIV

E.

MATTHE

WS-

MIN

T HILL

RD.

MATT

HE

WS T

OW

NS

HIP P

AR

KW

AY.

CONC

NC

GRID

NA

D 83

NA 2011

SUSAN P BRIGHTWELL III

CARL R AND

EXISTING PUE

DUKE ENERGY, LLC

PI Sta 13+72.31

D

L = 700.00’

T = 372.31’

R = 830.47’

PI Sta 17+70.46

D

L = 140.85’

T = 70.46’

R = 1,814.07’

PI Sta 20+59.16

D

L = 145.75’

T = 72.88’

R = 5,171.30’

10

15

20

-L-

-L-

-L-

PC

Sta. 10

+00.00 -L-

PC

C Sta. 17

+00.0

0 -

L-

PT

Sta. 18

+40.8

5 -

L-

PC Sta. 19

+86.2

7 -

L-

PT

Sta. 21+

32.0

3 -

L-

165

170

175

PI Sta 164+74.69

D

L = 1,172.76’

T = 701.72’

R = 848.83’

PIs Sta 170+29.23

F

Ls = 250.00’

LT = 166.86’

ST = 83.51’

PI Sta 175+59.31

D

L = 485.33’

T = 242.70’

R = 11,459.16’

PI Sta 182+03.53

D

L = 41.99’

T = 21.00’

R = 2,200.00’

PI Sta 183+55.33

D

L = 158.74’

T = 79.37’

R = 8,500.00’

PI Sta 188+05.36

D

L = 323.14’

T = 163.54’

R = 850.00’

-EL-

PT

Sta. 17

8+01.9

4-

EL-

PC Sta. 17

3+16.6

1-E

L-

ST

Sta. 17

1+95.7

3-

EL-

CS

Sta. 16

9+45.7

3-

EL-

C C C C

R150’

RESURFACING

BEGIN

AND BULB OUT

RESURFACING

BEGIN

BULB OUT

END

PROP. 5’ SIDEWALK

2’-6" C&G

BEGIN

d

d

R30’ R30’

14’

dd

dR2’

d

R2’

R30’d

25’ d

d 25’ d

d

37’d

d

d

R2’

dd 12’

dd

12’

R2’d

37.2’d

d

44’

d

d

49.2’d

d

ISLAND

4’ CONC.

PROP.

37’d

d

37’d

d

25’ d

d

40’50’

R45’d

2’-6" C&G

END

2’-6" C&G

BEGIN

PROP. 5’ CONC. SI

DEWALK

d

d

66’

d

d

22+36-L-

53’58.4’60.4’

24+86-L-

BOC

4’ FROMBOC

4’ FROM

.00

.01

20’ DRIVE24’ DRIVE18’ DRIVE12’ DRIVE

23+86-L-21+64-L-

11+66.88-L-

11+84-L-

11+62.45-L-

12+33.43-L-

13+30.06-L-

13+81-L-

14+22-L-

108.8’

+05.72-L-

16+65-L-

18+14-L-

19+64-L-

21+99.63-L-

21+12-L-

& SIDEWALK

BEGIN 2’6" C&G

45.0’ LT TIE TO EXIST C&G

66.1’ TO EP

+83.36-L-

94.3’ RT

+56.65-L-

78.8’

+05.43-L-

99.2’ RT

+30.98-L-

79.9’

+30.98-L-

5’ SIDEWALK

BEGIN

21+

64-

L-

18.9’

0’ OFFSET

20+31.51-L-

22+56.52-L- 1.8’ LT

SIDEWALK

REMOVE EXIST.

d

CR CR

SIDEWALK

TIE TO EXIST

d

CBCB

CB

CBCB

401

DI

DI

DI

402

15" RCP-III

15" RC

P-III

403

404


405406

408409


RETAIN

RETAIN

RETAIN

RETAIN

REMOVEREMOVE

REMOVEREMOVE

EXTEND

COLLAR &

SEE DETAIL "A"

LATERAL ’V’ DITCH( Not to Scale)

2:1 2:1

D

b

d1"/Ft.

FROM STA. 24+35-L- TO STA. 25+25-L-

b=1 Ft.

Max. d=2 Ft.

Min. D=1 Ft.

Type of Liner= PSRM

DETAIL A

Ground

Natural

+44.52 EL48.06’

1

2 3

4

6 7

+86.48 EL

49.14’

+37.18 EL86.17’

+92.85 EL

46.59’

+27.65 EL

46.2’

+32.80 EL

111.4’+49.60 EL

49.6’

+73.31 EL

72.32’

+69.15 EL

+81.48 EL

+80.69 EL

+84.91 EL

103.20’

104.79’

110.99’

111.54’

+04.55 EL

69.48’

+55.44 EL

66.52’

+15.71 EL

71.84’

+16.87 EL

80.84’

+18.42 EL

80.64’

+19.58 EL

48.51’

+20.90 EL

80.33’

+69.95 EL

68.87’

+44.52 EL

61.93’

+37.00 EL

58.67’

66.30’

+94.00 EL

67.33’

60’

71.83’

+10.62 EL79.48’

+07.01 EL

102.48’

+85.20 EL

67.14’

69.60’

F

F

F

F

F

F FC C C C

F

F

F

F

1"=50’

TWB

STATE

N.C.


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




45531.3.FR1 EC-4

ST

ATIO

N 25+00

MA

TC

HLIN

E

SH

EE

T

EC-3

12-13

S

SS

24" R

CP

18" RCP

18" RCP

SOIL

CO

NC

CO

NC

WALL

RETAININGWALL

RETAINING

SOIL

CO

NC

18" RCP

REID

HA

RK

EY R

D.

EIP

60.00’

N 30°40’48" E

159.53’

N 30°40’48" E

121.57’

N 30°40’48" E

125.93’

N 38°51’04" E

148.55’

N 38°52’09" E

50.07’ N 41°38’21" E

231.54’

S 73°3

0’5

1" E

116.2

4’

N 22°0

4’35" E

137.28’

S 47°4

5’4

8" E

76.4

1’

S 47°4

5’4

8" E

351.10

’

N 44°20’27" E313.28’

S 59°4

0’4

5" E

335.15

’E

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

CONC

30"C&GCONC

CONC

CONC

CO

NC

30"C

&G

30"C

&G

CONC

CONC

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

CO

NC

15" R

CP

N 48°0

8’5

6" W

260.5

2’

N 48°0

8’5

6" W

260.10

’N 47°5

2’19

" W

217.9

4’

N 47°5

2’19

" W

40.9

3’

N 50°0

5’4

5" W

198.7

2’

N 50°0

5’4

3" W

180.4

1’

NC

GRID

NA

D 83

NA 2011

S

15" RCP

15" RCP

15" RCP

DB 7249 PG 720

SADIE H. SMITH

JAMES B. AND

DB 7407 PG 809

COCHRANE PROPERTIES, INC.

DB 15700 PG 517

ROBERT J. HENDERSON, III

DB 12892 PG 550

EVELYN D. COCHRANE

RALPH N. AND

DB 2279 PG 047

EVELYN D. COCHRANE

RALPH N. ANDDB 22928 PG 281

RENE N ANGELESDB 26365 PG 600

ROBERT M DANNER

DB 4380 PG 316

BEATRICE D JONES

LARRY C AND

EIP

EIP

EIP

AXLE

EIP

EIP

EIP

EIP

24" R

CP

15" R

CP

DI

DI

CB

CBCB

CB CB

15" RCP

EIP

EIP

EIP

NC 51 MATTHEWS-MINT HILL RD.

PHIL

LIP

S

RD. (

SR-317

6)

PHIL

LIP

S

RD.

EXIS

TIN

G P

DE

PI Sta 34+89.49

D

L = 315.32’

T = 159.50’

R = 848.26’

25

30

35

-L-

PC Sta. 33

+30.0

0 -

L-

PT Sta. 3

6+45.3

1 -L-

180

185

190

POT Sta. 19

0+45.4

6-

EL-

PT Sta. 18

9+64.9

5-

EL-

PC Sta. 18

6+41.82-

EL-

PT

Sta. 18

4+34.7

0-

EL-

PC Sta. 18

2+75.9

6-

EL-

PT

Sta. 18

2+24.5

3-

EL-

PC Sta. 18

1+82.5

4-

EL-

PT

Sta. 17

8+01.9

4-

EL-

CR2’

53’

d

d

TAPER

BEGIN

51.5

2’

d

d

49.2

6’

d

d

R30’

2’-6" C&G

END

25+36-L-

25+70-L-

RESURFACING

END

35+73-L-

+36.3

0-

L-

+36.21-L-

AND PLUG 15" RCP

REMOVE DI & CONC.

d

CB501

502

RETAINRETAINRETAINRETAIN

15" RCP-III

REMOVE

GRADE TO DRAIN

TB JB

503

EXTEND

COLLAR &

504

+34.95 EL78.5’

+54.95 EL78.5’

+00.78 EL

5

64’48.27’

FC

CC

C CC C F

F

1"=50’

JDH

STATE

N.C.


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

JDH

RWB

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)





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)





ST

A. 2

5+00

MA

TC

HLIN

E

SH

EE

T

PM

P-2

9-13

PMP-145531.3.FR1

d

d45’

SW

AIM

DRIV

E.

REID

HA

RK

EY R

D.

NC

GRID

NA

D 83

NA 2011


MATTHE

WS-

MIN

T HILL

RD.

MATT

HE

WS T

OW

NS

HIP P

AR

KW

AY.

DRIV

E.

BR

AN

DY

WIN

E

500’ STORAGE

400’ STORAGE

100’ STORAGE150’ TAPER

d

d

d

d12’

12’dd

d

d

12’

12’

UA

UA

UA12’

UAUB

UT UT UT

TU

TU

TS

TS

TD

TD

TD

TD

TD

TD

TD

T9TB

TB

TB

REID

HA

RK

EY R

D.

dd

dd

dd

12’

12’

dd

dd 12’

12’

12’

12’

12’

dd

12’ dd

dd

12’

12’

d d

d d

d d

11+84

MARKINGS

PAVEMENT

EXISTING

TIE TO

TB

12+33

TCBEGIN TS

11+62

MARKINGS

PAVEMENT

EXISTING

TIE TO

TCBEGIN TD

13+81

dd

dd

12’

12’

100’ STORAGE

300’ TAPER15+31

TEBEGIN

TDEND 16+23

TDBEGIN

TEEND

16+83

TDEND

16+65

TDBEGIN

TSEND

18+14

TCEND

18+14

TSBEGIN

TDEND

150’ TAPER

20+32

22+57

21+66

TBBEGIN

TSEND

22+36

TDBEGIN

23+86

TEBEGIN

TDEND

24+86

TEEND

d

d

d

d

d

d

d

d

d

d

d

d d

d

16+2

416+

62

1"=50’

JDH

STATE

N.C.


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

JDH

RWB

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)


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)






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)





9-13

PMP-2

ST

A. 2

5+00

MA

TC

HLIN

E

SH

EE

T

PM

P-1

45531.3.FR1

REID

HA

RK

EY R

D.

PHIL

LIP

S

RD. (

SR-317

6)

PHIL

LIP

S

RD.

ONLY

ONLY

NC

GRID

NA

D 83

NA 2011


NC 51 MATTHEWS MINT H

ILL RD.

UA

UB

UB

UBUB

UC

UC

UC

T2

T2

UI

UI

TV

TV

TD

REID

HA

RK

EY R

D.

dd

dd

dd 12’

12’

12’

25+35

TIBEGIN

30+00

BEGIN

TCEND

T1333+50

BEGIN

END T13

TR

35+50

TREND

ddd d

dd

dd 12’

12’

12’

12’

34+00

TDBEGIN

34+60

TEBEGIN

TDEND

35+40

TIEND

STORAGE80’

BAY TAPER60’

UNIFORM TAPER

120’

d

d

d

d

d d

TA

35+70

TAEND

28+45

TABEGIN

25+35

TABEGIN

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:14

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS

C\nc51 superstreet_xpl.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

765 765

770 770

760 760164+50.00

765 765

770 770

775 775

760 760

165+00.00

770 770

775 775

765 765165+50.00

770 770

775 775

765 765166+00.00

770 770

775 775

765 765

166+50.00

X-145531.3.FR1

-EL-

2.5 5

3:1SS 766.51

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:15

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


775 775

780 780

770 770167+00.00

775 775

780 780

770 770167+50.00

775 775

780 780

770 770

168+00.00

775 775

780 780

770 770

168+50.00

780 780

785 785

775 775169+00.00

X-245531.3.FR1

-EL-

2.5 5

SS 774.82

3:1SS 776.14

3:1SS 776.69

3:1

3:1

SS 776.21

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:16

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


780 780

775 775169+50.00

780 780

785 785

775 775170+00.00

780 780

785 785

775 775

170+50.00

780 780

785 785

775 775

171+00.00

780 780

785 785

775 775

171+50.00

X-345531.3.FR1

-EL-

2.5 5

3:1 SS 778.18

3:1 SS 779.34

3:1SS 780.43

SS 781.203:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:17

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


780 780

785 785

775 775

172+00.00

780 780

785 785

775 775

172+50.00

780 780

785 785

775 775

173+00.00

780 780

785 785

775 775

173+50.00

780 780

785 785

775 775

174+00.00

X-445531.3.FR1

-EL-

2.5 5

3:1SS 781.50

3:1SS 782.28

3:1SS 781.80

3:1SS 781.40

3:1SS 781.71

3:1SS 779.93

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:17

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


780 780

785 785

775 775

174+50.00

780 780

785 785

775 775

175+00.00

780 780

785 785

775 775

175+50.00

780 780

785 785

775 775

176+00.00

780 780

785 785

775 775

176+50.00

X-545531.3.FR1

-EL-

2.5 5

3:1

SS 779.493:1

SS 781.46

3:1SS 781.05

SS 780.083:1

SS 778.813:1

SS 778.283:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:18

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


780 780

785 785

775 775177+00.00

775 775

780 780

770 770177+50.00

770 770

775 775

780 780

765 765

178+00.00

770 770

775 775

780 780

765 765178+50.00

X-645531.3.FR1

-EL-

2.5 5

SS 777.333:1

SS 775.93

774.42

2:1

2:1

SS 772.91

2:1

771.40

2:1 2:1

SS 769.71

2:1

768.00

2:1 2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:19

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


775 775

780 780

770 770179+00.00

775 775

780 780

770 770

179+50.00

775 775

780 780

770 770

180+00.00

775 775

780 780

785 785

770 770

180+50.00

X-745531.3.FR1

-EL-

2.5 5

2:1SS 775.37

2:1SS 774.90

2:12:1SS 776.72

776.01

2:1 2:1

776.17

SS 778.67

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:19

S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


775 775

780 780

785 785

770 770

181+00.00

780 780

785 785

775 775181+50.00

780 780

785 785

790 790

775 775182+00.00

780 780

785 785

790 790

775 775182+50.00

X-845531.3.FR1

-EL-

2.5 5

2:1 2:1

SS 779.73

776.80

2:1 2:1

SS 780.08

777.84

2:1 2:1

SS 780.93

778.37

2:1 2:1

SS 781.01

779.37

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:2

0S:\

DD

C\

RD

Y\

Mecklenburg\

NC51 superstreet\

XS


gn

jdhar

ward

AT

D10

DIV

CA

D277126

8/23/99


780 780

785 785

790 790

775 775

183+00.00

780 780

785 785

790 790

775 775

183+50.00

780 780

785 785

790 790

775 775

184+00.00

785 785

790 790

780 780184+50.00

X-945531.3.FR1

-EL-

2.5 5

2:1 2:1

SS 782.41

780.20

2:1 2:1SS 782.26

781.07

2:1 2:1SS 783.37

782.06

2:1 2:1

SS 785.00

783.16

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:2

1S:\

DD

C\

RD

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XS


gn

jdhar

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8/23/99


785 785

790 790

780 780185+00.00

785 785

790 790

780 780

185+50.00

785 785

790 790

780 780

186+00.00

785 785

790 790

780 780

186+50.00

785 785

790 790

780 780

187+00.00

X-1045531.3.FR1

-EL-

2.5 5

2:1 2:1

SS 785.76

783.95

2:1 2:1

SS 785.82

784.65

2:1 2:1

SS 785.60

785.06

2:1 2:1

SS 785.73

785.32

2:1

SS 785.53

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

26-

MA

R-2015 13:2

2S:\

DD

C\

RD

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XS


gn

jdhar

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D10

DIV

CA

D277126

8/23/99


785 785

790 790

780 780187+50.00

785 785

790 790

780 780188+00.00

785 785

790 790

780 780188+50.00

X-1145531.3.FR1

-EL-

2.5 5

2:1

SS 784.92

2:1

SS 784.15

2:1

SS 783.21

NOTES


SEAL

PREPARED BY:

SIG. INVENTORY NO.

SCALE REVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:

0

Division 10 Matthews

1"=30’

30

Signal Upgrade

10-1098

Sig. 1

N

TABLE OF OPERATION

FACE

SIGNAL

PHASE

SIGNAL FACE I.D.

02+60

1

+

6

FLASH

04

mm

ahbooba

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01098_sig

_dsn_20140716.d

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17-JU

L-2014 1

5:4

8

FEATURE

PHASE

1 2 3 4

7 12 7 7

2.0 2.06.0

20 90 15 15

All Heads L.E.D.

OASIS 2070L TIMING CHART

TURNS

INDUCTIVE LOOPS

PHASE

DETECTOR PROGRAMMING

LOOPTIME

DELAY

(FT)

STOPBAR

FROM

DISTANCE

(FT)

SIZE

TIME

STRETCH

NE

W C

AR

D

NE

W L

OO

P

FU

LL

TIM

E D

EL

AY

EX

TE

NS

ION

CA

LL

ING

SY

ST

EM

LO

OP

Y Y - - - Y

Y

Y

Y

Y

YY

Y

Y

Y

Y Y Y - -

-

Y

-

YY

Y

Y

Y - - 15

-

3

--

-

- -

-

-

OASIS 2070L LOOP & DETECTOR INSTALLATION CHART

F

Y R Y

Y

1A

1B

4A

6X40 0 2-4-2

2-4-2

2-4-2

1

1

6

6

2

4

11

11 21

ex

ex

ex

35 M

PH +3

% Gr

ade

45 MPH +1% Grade

45 MPH -1% Grade

Sidewalk

Sidewalk

Side

walk

Side

walk

62

61

11

22

23

4241

ex

ex

32 31

NC 51 (Matthews-Mint Hill Road)


Phillips

Road

21

Design Speed 25

MP

H +2

%

Grade

21F

Y

F

Y R

6

12

6.0

90

R

Y

G

12"

03

R

R

PEDESTRIAN MOVEMENT

UNSIGNALIZED MOVEMENT

UNDETECTED MOVEMENT (OVERLAP)

DETECTED MOVEMENT

PHASING DIAGRAM DETECTION LEGEND

PHASING DIAGRAM

02+6 03

04

01+6

YY -Y 3Y -2B 22-4-2

2A/S24

YY -Y 10- -3A 0 2-4-2 3

6A/S25

R

Y

G

12"12"

R

Y

R

Y

FY12"

R

Y Y

G

12"

Mecklenburg County

24

41

31

FY

SR 3176 (Phillips Road)

at

NC 51(Matthews-Mint Hill Road)

6X6 300

6X6 Y

Y

300

3.0

2.6

4.6

1.7 1.7

4.63.1

2.5

3.7

1.9

SR 3176 (Phillips

Road)

6X40 +5

6X40 0

0

Y

Y

15

3

ex

ex

42

23

Y

G

G G

R

RR

R

41

G RRR42

Y

R

RR31

RR32

R

R

R

GR

G

G

R

R

R

R

61, 62

G RR YR22, 24

23 R 6X40

-

Y

U-5511

July 2014

M. Mahbooba

Z. Little

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

30530

SEAL

EL

T

TIL .M YR

AH

CA

ZON

- - -

- - - -

-

-

- - -

- - -15

- -

ON ON ON

-

-

-

-

- -

- - -

-

30

MIN RECALL

YELLOW

2.5

3.0-

-

15

ON

MIN RECALL

YELLOW

-

30

2.5

3.0

-

-

-

-

6 lower than what is shown. Min Green for all other phases should not be lower than 4 seconds.

* These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and

34 34

2.0 2.0 2.02.0 2.0

Simultaneous Gap

Dual Entry

Vehicle Call Memory

Recall Mode

Minimum Gap

Time To Reduce *

Time Before Reduction *

Max Variable Initial *

Seconds Per Actuation *

Don’t W alk 1

W alk 1 *

Red Revert

Red Clearance

Yellow Clearance

Max Green 1 *

Extension 1 *

Min Green 1 *

6X40 Y

5

4

2.0

Side

walk

R/

W

R/W

R/W

R/

W

exType II Signal Pedestal

P61 P62

NC 51 (Matthews Township Pkwy) CLS

Fully Actuated

4 Phase

61, 62

32

22, 24

P61, P62 W W DW DW DRK

Directional Arrow

Controller & Cabinet

Signal Pole with Guy

With Push Button & Sign

Signal Pole with Sidewalk Guy

Inductive Loop Detector

Traffic Signal Head

Pedestrian Signal Head

2-in Underground Conduit

LEGENDPROPOSED EXISTING

Sign

Modified Signal Head N/A

Junction Box

N/A Right of Way

DRK - Dark

DW - Don’t Walk

W - Walk

7

10

16"

P61, P62

Controller Asset # 1098.

11. Closed loop system data:

supersede these values.

signal system timing values

operation only. Coordinated

chart are for free-run

10. Maximum times shown in timing

Walk" time only.

countdown the flashing "Don’t

9. Program pedestrian heads to

pedestrian calls.

"DON’T WALK" with no

8. Omit "WALK" and flashing

vehicles turning right on red.

to obstruct sight distance of

7. Locate new cabinet so as not

presence mode.

6. Set all detector units to

head numbered 22.

5. Reposition existing signal

4 may be reversed.

4. The order of phase 3 and phase

3. Phase 1 may be lagged.

the Engineer.

unless otherwise directed by

night flashing operation

2. Do not program signal for late

Structures" dated January 2012.

Specifications for Roads and

2012 and "Standard

Drawings NCDOT" dated January

1. Refer to "Roadway Standard

TN

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S

750 N. Greenfield Pkwy, Garner, NC 27529

Prepared in the Offices of:

6AS25

1A

4A

2AS24

3A

2B

1B

7/17/2014

THIS ELECTRICAL DETAIL IS FOR

1

U

2 3 4 5 6 7 8 9 1O 11 12 13 14

(front view)

FS

ST

L

U

L

SLOT EMPTY

SLOT EMPTY

FS = FLASH SENSE

ST = STOP TIME

ISOLATOR

DC

ISOLATOR

DC

EX. : 1A, 2A, ETC. = LOOP NO.’S

INPUT FILE POSITION LAYOUT

FILE

"I"

FILE

"J"


SEAL

PREPARED BY:

SIG. INVENTORY NO.

REVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE:


at


July 2014 T. Joyce

B. Simmons

U-5511

DETAILS FOR:

ELECTRICAL AND PROGRAMMING

bsim

mons

S:\IT

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21-JU

L-2014 1

0:51

Division 10 MatthewsMecklenburg County

10-1098

Electrical Detail - Sheet 1 of 2

NOT

USED

1A

1

NOT

USED

3A

3 4

4A

1

1B

NOT

USED

INPUT FILE CONNECTION & PROGRAMMING CHART

PIN

NO.

INPUT

FILE POS.

LOOP

TERMINALLOOP NO.

DETECTOR

NO.

NEMA

PHASE

INPUT

ASSIGNMENT

NO.

CALL

DELAY

TIME

FULL

EXTENDSTRETCH

TIME

DELAY

TIME

2B 43 12I2LTB2-7,8 25 Y Y Y 3

3A 58 3I5U 320 Y Y 10TB4-5,6

4A 41 4I6U 43 Y Y 3TB4-9,10

INPUT FILE POSITION LEGEND: J2L

FILE J

SLOT 2

LOWER

SLOT EMPTY

SLOT EMPTY

TERMINAL

AC-

VALUE (ohms) WATTAGE

1.5K - 1.9K

2.0K - 3.0K

25W (min)

10W (min)

ACCEPTABLE VALUES(125)

LOAD RESISTOR INSTALLATION DETAIL

(install resistors as shown below)

TN

T

T

IN

DE

PA

RT

M

EN OF TR A

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

OL

A

noi

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NU = Not Used

*installation detail this sheet.

Denotes install load resistor. See load resistor

*

THE SIGNAL DESIGN: 10-1098

DESIGNED: July 2014

REVISED: N/A

COUNTDOWN PEDESTRIAN SIGNAL OPERATION

for instructions on selecting this feature.

Ped Clearance Interval. Consult Ped Signal Module user’s manual

Countdown Ped Signals are required to display timing only during

1A56 1I1UTB2-1,2 118 Y Y 15

48 26J4U 610 Y Y Y 3-

1

1Add jumper from I1-W to J4-W, on rear of input file.

PED PUSH

BUTTONS

68I13U 30P61,P62 PED 6 6 PEDTB8-7,9

IN INPUT FILE SLOT I13.

INSTALL DC ISOLATOR

NOTE:

1B 60 11I9U 22TB6-9,10 1 Y Y 15

2A/S24 39 2I2UTB2-5,6 2/SYS1 Y Y

6A/S25 40 6J2U 6/SYS2 Y Y TB3-5,6NOT

USED

NOT

USED

WIRED INPUT

Wired Input - Do not populate slot with detector card

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

SLOT EMPTY

2B

2

2/SYS

6/SYS

6A/S25

2A/S24

1

2

4

5

6

9

10

11

12

= DENOTES POSITION

OF SWITCH

7

8

15

16

13

14

NOTES:

of any jumper allows its channels to run concurrently.

1. Card is provided with all diode jumpers in place. Removal

ON

ON

3

17

18

(remove jumpers and set switches as shown)

PROGRAMMING DETAIL

3. Ensure that Red Enable is active at all times during normal operation.

YELLOW DISABLE

10

11

12

13

14

15

16

17

18

1

2

3

4

5

6

7

8

9

2. Ensure jumpers SEL2-SEL5 and SEL9 are present on the monitor board.

INT

ER

NA

L D

IP S

WIT

CH

ES

REMOVE JUMPERS AS SHOWN

12-16

12-15

12-14

12-13

13

-1

6

13

-1

5

13

-1

4

14-16

14-15

15-16

1-16

1-15

1-14

1-13

1-12

1-11

1-1

O

1-9

1-8

1-7

1-6

1-5

1-4

1-3

1-2

2-1

6

2-1

5

2-1

4

2-1

3

2-1

2

2-1

1

2-1

O

2-9

2-8

2-7

2-6

2-5

2-4

2-3

3-1

6

3-1

5

3-1

4

3-1

3

3-1

2

3-1

1

3-1

O

3-9

3-8

3-7

3-6

3-5

3-4

4-1

6

4-1

5

4-1

4

4-1

3

4-1

2

4-1

1

4-1

O

4-9

4-8

4-7

4-6

4-5

5-1

6

5-1

5

5-1

4

5-1

3

5-1

2

5-1

1

5-1

O

5-9

5-8

5-7

5-6

6-1

6

6-1

5

6-1

4

6-1

37

-1

4

6-1

2

6-1

1

6-1

O

6-9

6-8

6-7

7-1

6

7-1

5

7-1

3

7-1

2

7-1

1

7-1

O

7-9

7-8

8-1

8

8-1

7

8-1

6

8-1

5

8-1

4

8-1

3

8-1

2

8-1

1

8-1

O

8-9

COMPONENT SIDE

12-18

12-17

13

-1

8

13

-1

7

14-18

14-17

15-18

15-17

16

-1

8

16

-1

7

17-18

1-18

1-17

2-1

8

9-1

8

9-1

7

9-1

6

9-1

5

9-1

4

9-1

3

9-1

2

9-1

1

9-1

0

FF

A

2-1

7

3-1

7

3-1

8

4-1

7

4-1

8

5-1

7

5-1

8

6-1

7

6-1

8

7-1

7

7-1

811-1

2

11-1

3

11-1

4

11-1

5

11-1

6

11-1

7

11-1

8

10

-1

1

10

-1

2

10

-1

3

10

-1

4

10

-1

5

10

-1

6

10

-1

7

10

-1

8

18

CH

AN

NE

L P

RO

GR

AM

CA

RD

controller. Ensure conflict monitor communicates with 2070.

4. Connect serial cable from conflict monitor to comm. port 1 of 2070

ON

ON OFF

SW2

WD ENABLE

2. Enable Simultaneous Gap-Out for all phases.

4. Program phases 2 and 6 for Start Up In Green.

5. Program phase 6 for ’STARTUP PED CALL’.

(Matthews Township Pkwy) CLS.

7. The cabinet and controller are part of the NC 51

NOTES

* * *

the Signal Plans.

verify that signal heads flash in accordance with

switches in the output file. The installer shall

flash program blocks for all unused vehicle load

1. To prevent "flash-conflict" problems, insert red

Gap Reduction.

3. Program phases 2 and 6 for Variable Initial and

PHASE 1 RED FIELD

overlap 1 as Wag Overlaps.

6. Program phases 2 and 6 for Yellow Flash, and

EQUIPMENT INFORMATION

CABINET MOUNT...........BASE

SOFTWARE................ECONOLITE OASIS

CONTROLLER..............2070L

PHASES USED.............1,2,3,4,6,6 PED

AUX S1,AUX S4

LOAD SWITCHES USED......S1,S2,S4,S5,S8,S9

OVERLAP "A".............1+2

OVERLAP "B".............NOT USED

OVERLAP "C".............6

OVERLAP "D".............NOT USED

CABINET.................332 W/ AUX

OUTPUT FILE POSITIONS...18 (12-STD; 6-AUX)

6 PED

ISOLATOR

DC

USED

NOTNOT

SEALED: 7/17/14

NO

R

TH CAROL

INA

GE

O

RGE C. BR

O

WN

ENGINEER

PR

OFESSIONAL

022013

SEAL

Sig. 2

R

Y

Y

F

11

OLA YELLOW (A122)

01 GREEN (127)

OLA RED (A121)

OLA GREEN (A123)

(wire signal heads as shown)

NOTE

ARROW

YELLOW

FLASHING

See pictorial of head wiring in detail below.

PHASE

SIGNAL

HEAD NO.

GREEN

YELLOW

RED

RED

ARROW

YELLOW

ARROW

GREEN

ARROW

321

NU

5

NU

76

61,62

82

PED

4

PED

6

PED

8

PED

S4S2S1 S7 S10S8 S11LOAD

S3 S6 S9 S12

127

129

118

102 135

S1AUX

A122

OLA OLB

NU NU

A115

OLC OLD

NU

S2AUX

S3AUX

S4AUX

S5AUX

S6AUX

SPARE

NU

SPARE

* 128 101 134

130 103 136

A121 A114

A123 A116

SIGNAL HEAD HOOK-UP CHART

CMUCHANNEL

NO.1 2 13 3 14 5 6 15 7 8 16 9 10 11 1217 18

SWITCH NO.

121

119

P62

P61,

R

Y

Y

F

OLC RED (A114)

OLC GREEN (A116)

21

OLC YELLOW (A115)

FYA SIGNAL WIRING DETAIL

FYA 1-9

FYA 3-10

FYA 5-11

FYA 7-12

RF 2010

RP DISABLE

FYA COMPACT

RF SSM

LEDguard

SF#1 POLARITY

GY ENABLE

WD 1.0 SEC

FY

AO

PT

ION

S

SS

MS

SM

EDI MODEL 2018ECL-NC CONFLICT MONITOR

NU 11 21NU NU NU42 32 2311 31

126

127

116

117

118

116

117

118

4

S5

4

4241

101

102

103

103

REMOVE DIODE JUMPERS 1-6, 1-9, 1-11, 1-15, 2-6, 2-9, 2-11, 2-15, 6-9, 6-11, 6-15, 9-11, 9-15 and 11-15.

103

102

programming. See sheet 2 of 2 for programming instructions.

1. The sequence display for signal head 11 requires special logic

2422,23

7/21/2014


SEAL

PREPARED BY:

SIG. INVENTORY NO.

REVISIONS

REVIEWED BY:

INIT. DATE

REVIEWED BY:

DATE

PLAN DATE: T. Joyce

DETAILS FOR:

ELECTRICAL AND PROGRAMMING

bsim

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21-JU

L-2014 1

0:52

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FNORTH CAR

OL

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U-5511 Sig. 3

Electrical Detail - Sheet 2 of 2

THIS ELECTRICAL DETAIL IS FOR

THE SIGNAL DESIGN: 10-1098

DESIGNED: July 2014

REVISED: N/A


at


Division 10

July 2014

Mecklenburg County

B. Simmons

Matthews

10-1098

OUTPUT REFERENCE SCHEDULE

OUTPUT 50 = Overlap A Red

OUTPUT 51 = Overlap A Yellow

OUTPUT 52 = Overlap A Green

SEALED: 7/17/14

NO

R

TH CAROL

INA

GE

O

RGE C. BR

O

WN

ENGINEER

PR

OFESSIONAL

022013

SEAL

(program controller as shown below)

LOGICAL I/O PROCESSOR PROGRAMMING DETAIL

1. From Main Menu press ’2’ (PHASE CONTROL), then ’1’ (PHASE

CONTROL FUNCTIONS). Scroll to the bottom of the menu and

~THEN:~ ~~SCROLL DOWN

LOGIC I/O PROCESSOR PROGRAMMING COMPLETE


PRESS ’+’

TO PRODUCE SPECIAL FYA-PPLT SIGNAL SEQUENCE


PRESS ’+’

Enable ACT Logic Commands 1, 2 and 3.

LOGICAL I/O COMMAND #1 (+/-COMMAND#)



(Head 11).

to Phase 2

from Phase 1

transitioning

Clear when

Phase 1 RED

NOTE: Logic for

(Head 11).

during Phase 1

Arrow "OFF"

Flashing Yellow

Switching

NOTE: Logic for

(Head 11).

from Phase 1

Clearance

Arrow

Yellow

NOTE: Logic for

IF ACTIVE PHASE #1 IS ON

AND RED CLEAR ON PHASE #1 IS ON

SET OUTPUT ASSIGNMENT #50 ON

SET OUTPUT ASSIGNMENT #51 OFF

IF ACTIVE PHASE #1 IS ON

SET OUTPUT ASSIGNMENT #52 OFF

IF YELLOW ON PHASE #1 IS ON

SET OUTPUT ASSIGNMENT #51 ON

PROCESSOR).

2. From Main Menu press ’6’ (OUTPUTS), then ’3’ (LOGICAL I/O

(program controller as shown below)

OVERLAP PROGRAMMING COMPLETE

’1’ (VEHICLE OVERLAP SETTINGS).

PHASE: 12345678910111213141516

PAGE 1: VEHICLE OVERLAP ’A’ SETTINGS

VEH OVL PARENTS:

VEH OVL NOT VEH:

VEH OVL NOT PED:

VEH OVL GRN EXT:

STARTUP COLOR: _ RED _ YELLOW _ GREEN

SELECT VEHICLE OVERLAP OPTIONS: (Y/N)

GREEN EXTENSION (0-255 SEC).........0

YELLOW CLEAR (0=PARENT,3-25.5 SEC)..0.0

RED CLEAR (0=PARENT,0.1-25.5 SEC)...0.0

OUTPUT AS PHASE # (0=NONE, 1-16)....0

OVERLAP PROGRAMMING DETAIL

PHASE: 12345678910111213141516

VEH OVL PARENTS:

VEH OVL NOT VEH:

VEH OVL NOT PED:

VEH OVL GRN EXT:

STARTUP COLOR: _ RED _ YELLOW _ GREEN

SELECT VEHICLE OVERLAP OPTIONS: (Y/N)

GREEN EXTENSION (0-255 SEC).........0

YELLOW CLEAR (0=PARENT,3-25.5 SEC)..0.0

RED CLEAR (0=PARENT,0.1-25.5 SEC)...0.0

OUTPUT AS PHASE # (0=NONE, 1-16)....0

XX

FLASH COLORS: _ RED _ YELLOW X GREEN

PRESS ’+’ TWICE

PAGE 1: VEHICLE OVERLAP ’C’ SETTINGS

X

FLASH COLORS: _ RED _ YELLOW X GREEN

NOTICE GREEN FLASH

NOTICE GREEN FLASH

FLASH YELLOW IN CONTROLLER FLASH?...Y

FLASH YELLOW IN CONTROLLER FLASH?...Y

From Main Menu press ’8’ (OVERLAPS), then

7/21/2014

rzie

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S:\

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Draw

ings_20140617.d

gn

04

-A

UG

-2

01

4 1

0:3

3

SEAL

DATESIGNATURE


See Plate for Title

Garner, NC 27529

750 N. Greenfield Parkway

TN

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E O

FNORTH CAR

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noitceS ngiseD l

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S

NOTES

1 3

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

RA

LE

IG

H, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. OF

TR

AN

SP

OR

TA

TIO

N

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

RA

LE

IGH

, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. O

F T

RA

NS

PO

RT

AT

ION

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

SHEET OF SHEET OF

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

1 3

5’ MAX.

1705D01 1705D01

STRIP

GRASS

SIDEWALK

EOP

C&G

10’ MAX.

EOP

C&G

SIDEWALK

STRIP

GRASS

5’ MAX.

PUSHBUTTON PLACEMENT

SEPARATE CURB RAMPS


SHARED CURB RAMP

CURB/PAVEMENT/SHOULDER

SIDEWALK ADJACENT TO

1.5’ MIN.

SIDEWALK

10’ MAX.

1.5’ MIN.

C&G

EOP5’ MAX.

1.5’ MIN.

SIDEWALK

10’ MAX.

1.5’ MIN.

EOP

C&G5’ MAX.


SIDEWALK OFFSET FROM


SIDEWALK ADJACENT TO


SIDEWALK OFFSET FROM

10’ MAX.

PL

AC

EM

EN

T D

ET

AIL

PL

AC

EM

EN

T D

ET

AIL

PROPOSED

Type II Signal Pedestal

Pushbutton & Sign


LEGEND

Signal Pole

Pushbutton Location Area

Curb Ramp

Type I Pushbutton Post

Sig. P1

SHEET NO.

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

B

ERT J. ZI

E

MB

A

conditions.

actual design or field

use only and may not reflect

9. Curb ramps are for symbolic

installation.

location approval prior to

Engineer for pushbutton

8. Contact Division Traffic

Drawings for Pedestal details.

2012 NCDOT Roadway Standard

7. Refer to section 1743 of the

Assembly details.

Drawings for Pushbutton

2012 NCDOT Roadway Standard

6. Refer to section 1705 of the

sidewalk.

around pedestal if located in

5. Maintain 4 feet of clearance

of 10 inches.

with a maximum reach distance

adjacent to a level surface

4. Pushbuttons shall be installed

least 10 feet.

separated by a distance of at

the same corner should be

3. Separate pushbuttons used on

applicable crosswalk.

should be parallel to the

2. The face of the pushbutton

shoulder, or pavement.

10 feet from the edge of curb,

not be located further than

1. Pushbutton pedestals should

06-14

06-14

6/17/2014

10’ MIN.

10’ MIN.

10’ MIN.

10’ MIN.

10’ MIN.

10’ MIN.

SHEET NO.

rzie

mba

S:\

IT

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SU

\IT

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ignals

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SEAL

DATESIGNATURE

See Plate for Title


Garner, NC 27529


TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

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A

noi

sivi

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S

SIDEWALK

IN WIDE SIDEWALK


OF CURB OR PAVEMENT/SHOULDER

BACK OF SIDEWALK IS WITHIN 10’

CURB OR PAVEMENT/SHOULDER

OF SIDEWALK EXCEEDS 10’ FROM

GRASS STRIP PLACEMENT IF BACK

IN WIDE SIDEWALK







SEPARATE CURB RAMPS W/ TYPE I PEDESTALS

SEPARATE CURB RAMPS W/ TYPE II PEDESTALS

2 3 2 3

PL

AC

EM

EN

T D

ET

AIL

PL

AC

EM

EN

T D

ET

AIL

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

1705D01 1705D01

RA

LE

IG

H, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. OF

TR

AN

SP

OR

TA

TIO

N

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

RA

LE

IGH

, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. O

F T

RA

NS

PO

RT

AT

ION

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

SHEET OF SHEET OF

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

10" MAX.

TYPICAL PUSHBUTTON LOCATIONS (CASE I)

TYPICAL PUSHBUTTON LOCATIONS (CASE II)

OPTIONAL PUSHBUTTON EXTENSION

APPLICABLE CROSSWALK

FACE OF PUSHBUTTON PARALLEL TO

PROPOSED


Pushbutton & Sign


LEGEND

Signal Pole


Curb Ramp


Sig. P2

SHEET NO.

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

B

ERT J. ZI

E

MB

A

06-14

06-14

6/17/2014

10’ MIN.

10’ MIN.

10’ MIN.

rzie

mba

S:\

IT

S&

SU

\IT

S S

ignals

\Sig

nal

Desig

n S

ecti

on\C

entr

al

Regio

n\R

ob’s F

iles\P

ed S

tds\P

ushbutt

on D

raw

ings\P

ushbutt

on P

late

Draw

ings_20140617.d

gn

04

-A

UG

-2

01

4 1

0:3

6

SEAL

DATESIGNATURE

See Plate for Title


Garner, NC 27529


TN

T

T

IN

DE

PA

RT

M

EN OF T RA

SP

OR

TA

IO

N

ST

A

E O

FNORTH CAR

OL

A

noi

sivi

D yt

efa

S dna

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ro

ps

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T

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angi

S

10’ MIN.

10’ MIN.






HEADS ON DIFFERENT PEDESTALS)

(CORRESPONDING PUSHBUTTONS AND SIGNAL

PUSHBUTTON PLACEMENT IN WIDE SIDEWALK

3 3 3 3

PL

AC

EM

EN

T D

ET

AIL

PL

AC

EM

EN

T D

ET

AIL

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

PE

DE

ST

RIA

N P

US

HB

UT

TO

N L

OC

AT

ION

S

1705D01 1705D01

RA

LE

IG

H, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. OF

TR

AN

SP

OR

TA

TIO

N

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

RA

LE

IGH

, N

.C.

DIV

ISIO

N O

F H

IGH

WA

YS

DE

PT

. O

F T

RA

NS

PO

RT

AT

ION

NO

RT

H C

AR

OL

INA

ST

AT

E O

F

SHEET OF SHEET OF

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

EN

GL

ISH

DE

TA

IL D

RA

WIN

G F

OR

CHOP ISLAND" WITH SEPARATE PEDESTALS

PUSHBUTTON PLACEMENT IN LARGE "PORK

CHOP ISLAND" WITH SHARED PEDESTAL

PUSHBUTTON PLACEMENT IN SMALL "PORK

TRAFFIC ISLAND PUSHBUTTON LOCATIONS

PROPOSED


Pushbutton & Sign


LEGEND

Signal Pole


Curb Ramp


TYPE I PEDESTAL

OPTIONAL REFUGE)

CURB TO CURB WITH

(FOR COMPLETE CROSSING

TYPE II PEDESTAL

PHASE CROSSING)

(FOR STAGED OR MULTI-

SHARED CURB RAMPS

TYPICAL PUSHBUTTON LOCATIONS (CASE III)

PUSHBUTTON PLACEMENT IN MEDIAN

Sig. P3

PUSHBUTTON POST

TYPE II SIGNAL PEDESTAL AND TYPE I

PUSHBUTTON PLACEMENT WITH SHARED

SHEET NO.

NO

R

TH

CAROL

IN

A

ENGINEER

PROFESSION

A

L

026486

SEAL

RO

B

ERT J. ZI

E

MB

A

06-14

06-14

6/17/2014

mecklenburg county · f morning star lutheran ch. idlewild baptist church j david w butler high...

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