MECKLENBURG COUNTY - NCDOT

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.

09-JUN-2015 15:39S:\DDC\RDY\Mecklenburg\NC 16_Mt Holly-Huntersville\tsh\nc16_mt holly-huntersville_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:

$485

1.21

2.52

.89

.52

.51

.19

.11

.11

.08

.19

.13

.09

.09

.13.08

.38

.20

.25

.22

.20

.39

.51

.15

.60

.08

.21

.14

.50

.70

.23

.17

.13

.32

.23

.40

.67

.12

.60

.63

.04

.29

.17

.40

1.02

1.07

.68

.51

.35.65

1.06

.67

.42

.06

.30

.13

.23

.15

.14

.12

.17

.29

.23

.20

.13

.15

.20

.25

1.05

1.1

4

.82

.27

.25

.06

.15

.40

.22

.18

.08

.06

.21

.30

.16

.14

.08

.07 .18

.12

.17

.12

.13

.27

.83

.09

.16.20

.20

.29

.14

.15

.69

.13

.29

.12

.04

2.08

.80

.07

.26

.05 .09

.23

.05

.88

.35

.40

.30

.03

1.80

.18

1.57

.96

.21

.29

.94

.37

.38

.14.89.43

Beatties Ford Rd

Bellh

aven B

v

Rozzelles Ferry R

d

Bellhaven Bv

Bellh

aven B

v

McC

oy

Rd

Sunset Rd

Oakdale R

d

Mt Holly-H

untersvill

e Rd

Mt Holly-

Hunters

ville Rd

Mt Holly-H

untersville R

d

Pleasant Grove Rd

Radio Rd

Peachtree R

d

Morningside Rd

Sample R

d

Alton St

Pembroke Rd

Overhill R

d

Overhill R

d

Craver Av

Midas Springs Rd

Mountain L

ake C

v

Abern

ath

y R

d

Mountain Point Ln

Kenne

wick R

d

Marengo Cr

Mountain P

oint L

n

Riverh

aven Dr

Old Rozzelles Ferry Rd

Riverside D

r

Hart R

d

Susann

a Dr

Hart Rd

Harw

ood Ln

Haymarket Rd

Nance

Cove Rd

Mountain Island Dr

Mingus R

d

Capps Hill M

ine R

d

Capps Hollow Dr

Riverfro

nt

Dr

Pear Tree R

d

Simpson Rd

Miranda R

d

Riverview Dr

Riverfront Dr

Riverside Dr

Cresto

n Cr

Hilton D

r

Gu

m Bra

nch R

d

Woodlea R

d

Marita Dr

Elgin D

r

Rockwood Dr

Springhill Rd

Belm

eade Dr

Belm

eade Dr

Belmeade Dr

Stonegate Dr

Beagle Ln

Woodland Cr

Elliott R

d Pleasant Oaks Cr

Catalina Ln

Pleasant O

aks Cr

Kelly Rd

Valle

ydale R

d

Valle

ydale R

d

Miran

da Rd

Coach W

ood Ct

Palo

mino Ct

Hannibal Ct

Hatter Ri

dge Tr

Mtn Island Dr

W

Glenn Teague R

d

Riverside Dr

Lake Dr

Peachtree

Rd

Pleasant Grove Rd

Tom Sadler R

d

Monarc

h Dr

Odessa L

n

Pin

nacle P

oint Ln

Woodland C

r

Woodla

nd Cr

Country L

n

.03

.22

.10

.17

.61

1.0

6

2.46

.60

.35

.07

.02

.12

.04

.03

.14

Bra

veheart L

n

Priates Pl

Smugglers Ct

1.05

.87

.58

.32

.60

.58

G

j

F

H

F

G

F

H

F

F

Chapman Memorial

Baptis Ch.

Love Chapel

Baptist Ch.

Cooks Memorial

Presbyterian Ch.

j

Valleydale

Sch.

G

St. John’s

Chapel

F

Oak Grove

Baptist Ch.

Long Creek

ElementarySch.

Sunset Road

Baptist Ch.

F

Emmanuel

Baptist Ch.

jOakdaleElementary

Sch.

F

Pleasant Grove

United Meth.

Ch.

WestsideBaptist Ch.

FHilcrest Ch.j

Coulwood Middle

Sch.

Hopewell

wCountry Club

Pine Island

FOakdale Baptist

Church

Presbyterian Church

jPaw Creek Elementary School

Pleasant Grove Cemetery

jMountain Island Elementary School

2002

2001

2001

1918

1840

1840

1884

Oakdale R

d

Ross St C

hapman St

McClure Cr

Old Plank Rd

Setter Trace Ln

Chap

man St

Sto

nyford Pl

Shalim

ar

Dr

Ravendale Dr

Queensgate L

n

Benbow LnPle

asant

Grove Rd

Gle

ncurry Dr

Belmorrow Dr

Leigh Cr

Rozwood Dr

Sturbridge DrW Laporte Dr

Bauco

m St

Old Plank R

d

McClure Cr

Teresa Ln

Amberhill Ln

Fallsdale DrO

akridge D

r

Kentberry Dr

Watts

Dr

Westbourne

Dr

Scottsmoor Dr

Carderock C

t

Falconhurst Dr

Kentberry Dr

N C

hanticleer Ct

Leolillie L

n

Watts Dr

Wesconnett Dr

McClure Dr

Belmorrow Dr

Balfour Ln

Ravenswood R

d

Belmorr

ow Dr

Gum Bra

nch R

d

Tho

mpson A

v

Wyndale Tr

Hipp

Rd

Mellw

ood Dr

Kentberry Dr

Larkha

ven

Rd

Coulw

ood Dr

Brim

wood T

r

James StOak Dr

Mellwo

od Dr

Gum Branch Rd

Crandon D

r

Birc

hwood Dr

Byru

m St

Cathey R

d

Ronald St

Ford St

Parker St

Fielding Rd

Shady Cr

Woodlyn Dr

Su

mmerle

a Dr

Shado

w L

n

Ash

bluff Ct

Tempest Pl

Rockwood Rd

Beam Lake D

r

Oak DrChe

rrybluffC

t

Kensett A

v

Birch

wood Dr

Ansel Ln

Laburn A

v

Waycross Dr

Cra

ndon Dr

Oakbluff Cr

Pecanbluff

Kin

gsway Cr

Paulm

o Dr

Enwood

Dr

CtD

r

Wild

Tim

berbluff

Oak CtDale

Av

Kimmswick R

d

Laburn AvCathey R

d

Roxa

nna Ct

Pinedale L

n

Brooklain Dr

Kin

derw

ay A

v

Touch-m

e-not L

n

Fieldin

g R

d

Balsa

m Tr

McCord St

Cre

ekvie

w Ct

Tom Sadler R

d

Pecanw

ood Rd

Grass Dr

Cathey R

d Auten Rd

Oakdale R

d

Hansard Dr

Morningsid

e R

d

Chesapeake Dr

Ventner

Ct

Snyder St

Lee St

Hugh C

ald

well

Rd

Cora St

Stardu

st Dr

Ansel Ln

60’ Access S

t

Sample Rd

Hedric

k Cr

Amazo

na Dr

Miria

m Dr

Dewey Puckett Rd

Bridle Ct

Stable Ct

Hunting Wood Ct

Eagle Chase Dr

Forest

winds

Ln

Pu

mp Statio

n R

d

Grove Rd

Pu

mp Station R

d

Abern

ath

y R

d

McRorie R

d

River D

r

Lake Dr

Nance C

ove R

d

Millw

ood Cr

Coral Valley Rd

Meffert L

n

Susann

a Dr

Musca

dine Ln

Ge

mway Dr

Simca Ct

Kinghurst Dr

Edmore

Bv

Valrose Dr

Ge

mway Dr

Kingh

urst Dr

Riverine Dr

River

Cr

Riverside Dr

Hickory C

reek RdP

awley Dr

20’ R

d

Trailing Ro

ck Dr

Shady Rest Ln

Rocky Glen Ln

Long P

aw L

n

Long Ridge Dr

South Ford Rd

Pine F

orest R

d

Partrid

ge Cross L

n

Grays Creek Ln

Rid

ge A

cres R

d

Latta A

v

Hope Dr

Creston C

r

Breto

n R

d

Littlefield Rd

Colony Hill Dr

Gu

m Tre

e L

n

Stoney

ridge Dr

Gum Branch Rd

Mountain Aire Cr

Hickory Ln

Belm

eade Dr

Pine Island Dr

Song

bird Ln

Plumcrest Dr

Plu

mcrest D

r

Piliot Rd

Rays

moor D

r

Road R

d

Road R

d

Ellis St

Impala Ln

Coppala Dr

Coppala D

r

Clinto

n R

d

Hutchinson L

n

Dayton Ct

Mint St

Pressle

y R

d

Cald

well Willia

ms R

d

Tench S

t

Oak StS

ummerville Rd

Goodman R

d

Oak St

Old Plank R

d

Dale

Av

Old Plank R

d

Sandy H

ook Ct

Delsin

g Ct

Mint St

Appaloosa Way LnM

organ Rn

Copenhagen L

n

Canter P

ost D

r

Trotter Rd

Tarpan Ct

Claiborne W

oods Rd

Rid

ge A

cres R

d

Ventura A

v

Woodcock L

n

Bulle Rock Ct

Derby Meado

ws Ct

Sugar H

ollo

w Dr

Runnin

g Bro

ok R

d

North C

anyon R

d

Misty V

ale R

d

Bianca

Ct

Lassen Ct

Pine

Mou

ntain

Rd

Bear M

ountain Rd

Appleberry Ln

Newfound H

ollow Dr

Rock Knoll Dr

Roxbury Ct

Spruce Knob Ln

Spruce M

ountain R

dNorth

woods F

orest D

r

Fox Den Tl

Grassy Plain Ct

Sugar Hollow Dr

Southern Oak Ct R

unning Bro

ok R

d Rolling Glen Ct

Golden H

eig

hts Ct

Shelter Roc

k Ct

Northwoods Forest Dr

Colin Creek Ln

Bear Broo

k Dr

Blue M

oss P

oint

Dr

Oak K

noll L

n

Mountain Flower CtSparkling Brook Ct

Silverberry Ct

Ben

ning St

Homestead V

illage Dr

Helms Rd

West B

ank Dr

Cotton

wood

Park D

r

Santell L

n

Level Creek Ln

Settles Bridge CtRedbud Cr

Lake

hill R

d

Oldbriar Ln

Mtn Isla

nd Dr E

Falls Branch Ln

La

wing S

chool Rd

Vineleaf Ln

Lakevie

w L

n

Merrily Ln

Highland View Ln

Ferrell A

v

Hollo

wood Pl

Holly Creek Ct

Bellhaven C

r

Earney Dr

Newhart R

d

Coulwoo

d Dr

Lee Dr

I K B

eatty St

Beckha

ven Ln

Sheltonham

Wy

Kirkstone

Ct

Belstead Bro

ok Ct

Sto

wm

ark

et Pl

Carronbridge L

n

Haversham Ct

Southminster Ln

Crape Myrtle Ln

Donle

e Dr

Hyndman Ct

Taftnale C

t

Chattaroy

Dr

Layto

n Ridge Ln

Fox Crossing D

r

Harriet A

v

Couloak Dr

Shady Pine Ct

Long Cree

k Py

Overlo

ok M

ountain Dr

Matth

ew M

artin L

nBreezy Trail Ln

Overlo

ok Cove

Rd

Overlook M

ountain Dr

Mountain C

ove Dr

Mou

ntain Cove

Dr

Woo

dlan

d Park Ln

Monarc

h Dr

Moorg

ate R

d

Long Cre

ek P

y

Ncdot S

ervice R

d

Coulwoo

d Oak Ln

Coulwood Park Dr

Carleto C

t

Edgerly Ct

Danielle C

hristina Ct

Serene Ln

Overlo

ok M

ountain Dr

Shelter

Cove L

n

Tranquilty

Dr

Sha

dow Cove Ln

Swearn

gan R

d

Beagle Club Rd

Mountain Crest Cr

Sole

mn P

ointe L

n

Island C

ove L

n

Woodla

nd C

ove Ct

Button Pointe Ct

Inlet Pointe Ct

Everclear Ct

Overlook Mountain Dr

Enchan

ment Cov

e Ln

Preservatio

n P

ointe Dr

Em

manuel Dr

Stinson Glen L

n

Murphy Hill

Pl

Stony Path Dr

Gannett Dr

Mountain Park Dr

Mountain Trail Dr

Fogg

y Ban

k Ln

Mountain Pine Dr

Dannyn Gro

ve Ct

Wangell L

n

Shady R

each Ln

Ln

Clear

Sprin

gs

Ct

Fran

klin

Thom

as Pl

Jordans

Pond Ln

Fallsdale

Dr

Willow

Crest

Dr

Sprin

g Rd

Cameron

Sentinel Oak Ln

2002

.05

.04

.06

.07

.04

Oakdale

Common

Ct

Oakdale

Woods

Dr

Oakdale Creek Ln

.07

.57

1.05

0.60

.63

.41

.24

0.11

0.51

0.11

$485

$485

Mt Holly-H

untersville R

d

PROJECT

LAKE

ISLAND

MOUNTAIN

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



43957

43957

43957

43957

PLANS

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

0

0

0

RANDY BOWERS

TERRY BURLESON

July 1, 2015

DHV

D

T

V

=

=

=

=

=

=

33,000

44,000

10

60

%

%

%

MPH

ADT

ADT 2025

LOCATION:

TYPE OF WORK:

50 100

50 100

5 10

P.E.

R/W

CONST.

TOTAL LENGTH OF STATE PROJECT = MILES

INTERSECTION OF NC 16 BROOKSHIRE BOULEVARD AND

MT HOLLY-HUNTERSVILLE RD. (SR-2004)

GRADING, PAVING, MILLING, CONCRETE CURB AND GUTTER,

43957

43957 0.40 LENGTH OF ROADWAY PROJECT = MILES

0.40

43957

MECKLENBURG COUNTY

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

MT H

OLL

Y-H

UNTERSVIL

LE R

D. (SR-2004)

MT

HOLL

Y-

HUNTE

RS

VIL

LE

RD. (SR-2004)

NC 16 BROOKSHIR

E B

OULE

VAR

D

NC 16 BROOKSHIR

E BOULE

VARD

CO

UL

OA

K

DRIV

E.

CO

UL

OA

K

DRIV

E.

CONCRETE ISLANDS, AND THERMOPLASTIC PAVEMENT MARKINGS

2010

DESCRIBED IN THE NCDOT STANDARD DRAWINGS

THE LIMITS ESTABLISHED BY METHOD II AS

CLEARING ON THIS PROJECT SHALL BE TO

BEGIN CONSTRUCTION

STA. 11+20 -Y-

STA. 17+75 -Y1-

END CONSTRUCTION

END CONSTRUCTION

STA. 20+45 -L-

BEGIN CONSTRUCTION

STA. 11+37 -L-

1606

2120

2125

2123

21242122

2074

2123

2074

21232122

2121

2190

2004

2025

2043

2042

2041

2108

2025

2039

2040

2037

2037

2234

2025

2038

2183

2038

2034

2034

2035

2188

2049

2019

2274

2275

22522366

23212279

20042374

2036

2008

2008

2008

2027

2036

2171

5084

2373

2373

1785

1785

2004

1666

1916

1667

1667

1884

1885

2200

2200

2000

2000

2175

2373

2373

2253

1606

1606

1609

1883 1886

1769

1775

1610

16071673

5552

5553

55515551

5507

5176

2373

5170

2366

2042

2253

2025

2019

2279

2004

2125

1935

1977

1770

1764

2375

2020

5586

5587

5585

2002

55915590

5589

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

(16

(16

(27

(27

(16

(16

6/12/2015

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 43957

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

JDH

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

JDH

RWB

V1

EXISTING PAVEMENTEXISTING PAVEMENT

E1

C1

STA 11+38.11 TO 11+74.54 -L-

R2

PAVEMENT SCHEDULE

C1

EARTH MATERIAL

RATE OF 168 LBS. PER SQ. YD.

PROP. 2’-6" CURB & GUTTER

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

PROP. APPROX. 8.0" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE



MILLING ASPHALT PAVEMENT, 1.5" IN DEPTH

C2

E1

E2

R1

R2

T

V1

RATE OF 456 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

V1

C1

0’-34.5’

TYPICAL SECTION NO.1

1’1’

EXISTING PAVEMENT

STA 12+84.67 TO 20+44.67 -L-

EXISTING PAVEMENT

E1 D1

0’-15’ VAR.

VARIES

VAR. MEDIAN

T

VARIES

C1

V1

VARIES


V1C1

EXISTING PAVEMENT


STA 10+99 TO 17+75 -Y1-

24’-56’

VARIES

2’-24’

VARIES

2

D1

D2


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


PROP. APPROX. 2.5" ASPHALT CONC. BINDER COURSE, TYPE I19.0C, AT AN AVERAGE


V1C1

EXISTING PAVEMENT


36’-60’

VARIES

STA 11+20 TO 12+13 -Y-

R3 PROP. 4" CONCRETE SIDEWALK

MECKLENBURG COUNTY

ROADWAY IMPROVEMENTS IN

NC16 AND MT HOLLY-HUNTERSVILLE RD. (SR-2004)

N/A

7-13

GRADE TO THIS LINE

GRADE TO THIS LINE

PAVEMENT MARKINGS

PAVEMENT TO REMOVE EXISTING

MILL APROXIMATELY 1’ OF THE EXISTING

*NOTE: ON TYPICAL #1 THE CONTRACTOR SHALL

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

43957

PROP. 5" MONOLITHIC ISLAND (KEYED IN)

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

V1C1

EXISTING PAVEMENT


58’-60’

VARIES

STA 12+13 TO 14+07 -Y-

V1C1

EXISTING PAVEMENT


58’-64’

VARIES

.02

2.5’ 5’ 1’

C2

D2E2

0.5’

4:1

4:1

R1R3

STA 14+07 TO 14+43.68 -Y-

0’-21’

VARIES

C1

EXISTING PAVEMENT


43’-48’

VARIES

.02

2.5’ 5’ 1’

C2

D2E2

0.5’

4:1

4:1

R1R3

0’-28’

VARIES

R2 V1

4’-14’

VARIES

4’-6.5’

VARIES

STA 14+43.68 TO 15+70.34 -Y-

2A

PAVEMENT SCHEDULE

C1

EARTH MATERIAL








C2

E1

E2

R1

R2

T

V1


D1

D2







MECKLENBURG COUNTY



N/A

7-13


GRADE TO THIS LINE

GRADE TO THIS LINE

V1

43957


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

C1

EXISTING PAVEMENT


24’-44’

VARIES

.02

2.5’ 5’ 1’

C2

D2E2

0.5’

4:1

4:1

R1R3

8’-12’

VARIES

R2 V1

8’-33’

VARIES

4’-6.5’

VARIES

STA 15+70.34 TO 16+54.39 -Y-

4’

C1

EXISTING PAVEMENT


34’-37’

VARIES

.02

2.5’ 5’ 1’

C2

D2E2

0.5’

4:1

4:1

R1R3

8’-12’

VARIES

R2

STA 16+54.39 TO 17+44.36 -Y-

4’4’

R2

4’ 14’

C1

EXISTING PAVEMENT

48’-55’

VARIES

.02

2.5’ 5’ 1’

C2

D2E2

0.5’

4:1

4:1

R1R3

VARIES

V1

4’

R2


4’-10’

VARIES

0’-16’

STA 19+29.40 TO 21+28 -Y-

2B

PAVEMENT SCHEDULE

C1

EARTH MATERIAL








C2

E1

E2

R1

R2

T

V1


D1

D2







MECKLENBURG COUNTY



N/A

7-13


GRADE TO THIS LINE

GRADE TO THIS LINE

GRADE TO THIS LINE

V1

V1

STA 17+44.36 TO 18+39.40 -Y-

43957


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

C1

EXISTING PAVEMENT

24’-37’

VARIES

2.5’

C2

D2E2

0.5’

R1

0’-19’

VARIES

R2 V1

8’-42’

VARIESVARIES

4’4’-9’


C1

EXISTING PAVEMENT

34’-37’

VARIES

.02

2.5’ 5’ 1’

C2

D2E2

0.5’

4:1

4:1

R1R3

VARIES

R2V1

STA 18+39.40 TO 19+29.40 -Y-

4’

R2

4’ 14’


10’-18’

STA 21+28 TO 24+21 -Y-

2C

PAVEMENT SCHEDULE

C1

EARTH MATERIAL








C2

E1

E2

R1

R2

T

V1


D1

D2







MECKLENBURG COUNTY



N/A

7-13


GRADE TO THIS LINE

GRADE TO THIS LINE

43957

.02

5’ 1’

4:1

4:1

R3


RT

NT

F TR

PO

O

S

F O

C

LI

I

I

WY

I

0

N

G O

T

JDH

STATE

N.C.


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.

PIPE INSTALLATION

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

STUCTURE 407 TO 408

43957 2D

MECKLENBURG COUNTY



N/A

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

ABBREVIATIONS09-J

UN-2015 15:4

5S:\

DD

C\

RD

Y\

Mecklenburg\

NC 16_

Mt

Holly-

Huntersville\su

m\nc16_

mt holly-huntersville_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

COMPUTED BY:

CHECKED BY: DATE:

DATE:06/03/13

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.

09-J

UN-2015 15:4

5S:\

DD

C\

RD

Y\

Mecklenburg\

NC 16_

Mt

Holly-

Huntersville\su

m\nc16_

mt holly-huntersville_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

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".

AREA AREA

REMAININGEASE.

CONST.

AERIAL

EASE.

PERM.

EASE.

TOTAL

ACREAGE TAKEN

PROPERTY OWNERS NAMES

NO.

RIGHT OF WAY AREA DATA

PARCEL

1

2

3

TEMP.

1.197 AC

4

1.184 AC 0.019 AC 1.17 AC

UTILITY

1.32 AC 1.30 AC

1.16 AC

1.153 AC 1.09 AC

RT

RT

RT 118’

RT

T.B.D.I. S

TD. 840.3

5

16+27-Y-

19+19-Y-

20+44-Y-

TOTAL

RT

G.D.I. FR

AM

E

WIT

H

GR

ATE STD. 840.16

AMERICAN COMMUNITY BANK

REDBIRD

WEIR ASSOCIATES LIMITED PARTNERSHIP

LENETTE REALTY & INVESTMENT COMPANY

0.022 AC

0.037 AC

0.064 AC

403 X

D.I. STD. 840.14

OR STD. 840.15

X 26’X

404 743.02’ X X X

404 406

405 740.72’ X X X

405 406 8’

20+42-Y- RT 406

T.B.J.B. S

TD. 840.3

4

M.H. FR

AM

E

&

CO

VER STD. 8

40.5

4

X X

230’

X

3 3 1 2 26’

1’

736.22’

740.17’ 734.47’ 734.37’

745.47’

736.22’736.06’

738.52’

738.52’734.47’

43957

MOUNTAIN ISLAND MARKETPLACE

5

6 DUNN COMMONS MASTER ASSOC. INC.

1,684 SF

2,161 SF

EASE.

DUAL

USE

1,180 SF1,743 SF

UTILITY

20 SF

612 SF0 AC

0 AC0.229 AC

10.879 AC7 COOKS MEMORIAL PRESBYTERIAN CHURCH 403 SF0 AC

1.624 AC 1.624 AC

0.229 AC

10.879 AC

RT17+29-Y- 401

401 402

402

RT

RT16+27-Y- 747.10’

J.B. S

TD. 840.3

1 O

R 840.3

2

XX

104’

746.31’

743.31’ 742.79’

X X X743.31’

23+57-Y- RT 407

739.89’

740.44’ X 1.7’

0.6’

407 408

408

RT

RT23+73-Y-

733.29’ 730.29’

730.29’

733.08’

56’729.73’

729.73’ X

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

RA

ME

WIT

H

GR

ATE STD. 840.2

9

XX

X X

111

X

3.3’ 2 1 156’

975 SF 454 SF

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

STATION 24+

50 -Y-

MAT

CHLINE

SHEET 5

MECKLENBURG COUNTY


NC 16 AND MT HOLLY-HUNTERSVILLE RD. (SR-2004)

7-13

443957

PO

T

Sta. 10

+00.0

0 -

Y-

PC Sta. 16

+37.8

0 -

Y-

PT Sta. 21+

72.57 -Y-

PI Sta 19+10.96

D

L = 534.77’

T = 273.16’

R = 1,063.81’

-Y-

TB JB w/MH

15"

RCP-III

403

404

405

406

CB

CB

JB w/MH

15" R

CP-III

401

402

407

GRA

DE TO

DRAIN

TB 2GI408

18" R

CP-III

11+20

RESURFACING

BEGIN

13+82.65

83.48’

1’-6" C&G

TIE TO EXIST.

D

DR36’

D

D19.75’

R2’ D

14+45.68

D

D19.75’

15+45.68

17+44.36R2’D

R60’D

14’

14’

R2’D

D

6.5’

16+54.39

15+70.3438.95’

12’

14+51.7559.24’

14+07.44

76.45’

2’-6" C&G

BEGIN

17+30.5

1

R60’

R60’

R50’

DR2’D

14’

14’

R2’

D

41.20’

12’

19+29.40

41.20’

21+47.96

D

D

23+63.75

54.23’

21+47.96

3.72’

R60’

13+43.83

END 2’-6" C

&G

PROP. 4" SIDEWALK

D

CR

CR

CR

PROP. 4" SIDEWALK

D

18+71.2

0

45.2’

END 2’6" C

&G

END 2’6" C

&G

46.28’

D

D

D

D

DD

7.2’

D

D

7.2’

DD

D

D

D

D

D

D

D

D7.2’

D7.2’

PROP. 4" SIDEWALK

D

CR

SIDEWALK

TIE TO EXIST.

END 4" SIDEWALK

21+28

RETAIND

RETAIN

RETAIN

D

DD

D RETAIN

4’ CONC. ISLAND

TIE TO EXIST.

STA. 22+18

RESURFACING

END

RESURFACING

END

CR

CR

PROP. 4" SIDEWALK

D

R25’

14+37.34

58.77’

CR

SEE SHEET 2D

PIPE INSTALLATION

FOR CROSS LINE

D

S SS

W

T

T

S

T

18" R

CP

24"

RCP

24"

RCP

18" R

CP

18" RCP

15" R

CP

18" R

CP

CB

CB

CB

CB

CB

CB

CB

DI

DI

DI

WV

WVWV

WV

WVWV

WV

WV

WV

WM

WM

WM

WM

WM

WM

WM

GV

HH

5’ SID

EWALK

5’ SID

EW

ALK

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

MT

HOLL

Y-

HUNTE

RS

VIL

LE

RD. (SR-2004)

HH

LP

LP

LP

DI

CO

UL

OA

K

DRIV

E.

CO

UL

OA

K

DRIV

E.

EIR

EIR

EIR

EIR

EIREIR

EIR

EIR

EIR

EIR

5’ SID

EW

ALK

EIR

EIR

EIR

EIR

EIR

EIR

3503

BFPBFP

BFP

BFP

BFP

BFP

BFP

1994 KENNEDY

F/H

16" DIP

16"

DIP

16"

DIP

16" DIP

16" DIP

SIGN

MOUNTAIN ISLAND MARKETPLACE 1684

DB 27454 PG 434

INVESTMENT COMPANY

LENETTE REALTY &

DB 25864 PG 122

LIMITED PARTNERSHIP

WEIR ASSOCIATES

DB 11388 PG 306

MOUNTAIN ISLAND MARKETPLACE 1684DB 27454 PG 531

REDBIRD

DB 8890 PG 656


DB 11671 PG 808

MARKETPLACE 1684

MOUNTAIN ISLAND

DB 27454 PG 434

ENFIELD INVESTMENTS, LLC.

DB 17390 PG 83

DUNN COMMONS MASTER ASSOCIATION, INC.

DB 17804 PG 336

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXISTIN

G R/

W VARIE

S

EXISTIN

G R/

W VARIE

S

EXIS

TIN

G R/

W

VARI

ES

EXISTIN

G R/

W VARIE

S

COOKS MEMORIAL PRESBYTERIAN CHURCH

DB 5208 PG 627

70’ RT

57’ RT

57’ RT

57’ RT

60’ RT

60’ RT

127.5’

128.3’

+26.0076.7

+55.2770.0

+83.1970.0

+76.80

+58.91

2

3

4

5

14+16.86 -Y-95.70’ RT

14+50 -Y-

15+51.94 -Y-

16+37.80 -Y-

17+26.72 -Y-

17+76.19 -Y-98.69’ RT

18+28.18 -Y-103.05’ RT

18+71.20 -Y-

20+91.54 -Y-

99.5’+57.90

70.2’+22.57

71.7’+44.91

71.3’

84.7’+31.07

+54.65

D

1

FOR PUE CALLSSEE DETAIL "A"

21.9’

43.5’

43.5’

28.0’+84.50

+64.32

+58.28

+58.28PROP. PUE D

7

+30.44

DETAIL "A"

PROP

AUE

PRO

P RO

W

D

PROP PUE

+32.38

+33.59

+31.61

85.2’84.5’

94.5’

94.7’

+31.0784.7’

+79.8170.0

EXISTING AUE

6

98.14’

95.39’

72.90’

85.12’

+73.73

+72.75

110.96’+95.34

111.87’

+32.30

+57.76

+93.54

60’

+68.07

F

F

F

F

F

F

F

C

C

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

STATION 24+

50 -Y-

MAT

CHLINE

SHEET 4

MECKLENBURG COUNTY



7-13

5

END RESURFACING

17+75 -Y1-

11+00 -Y1-

RESURFACING

BEGIN

43957

POT Sta. 10+00.00 -L-

POT Sta. 24+98.8

9 -Y-

POT Sta. 10+00.00

-Y1-

POT Sta. 12+12.46

-L-=

POT Sta. 2

1+00.00 -L-

R12’

d

R10’

d

12+94.67

16+44.67

TAPER

BEGIN

20+44.67

TAPER

END

11+39.807.34’

11+57.516.47’

11+67.495.15’

11+66.5517.10’

11+65.6217.43’

11+55.2921.09’

11+38.1127.19’

13+43.83

END 2’-6" C

&G

CR

DD

9.5’

DD

9.5’

W

CB

CB

CB

CB

DI

WV

WV

MT H

OLL

Y-

HUNTE

RSVIL

LE

RD. (SR-2004)

NC 16 BROOKSHIR

E BOULE

VARD

NC 16 BR

OOKSHIR

E BOULE

VARD

LP

EIR

EIR

5’ SID

EW

ALK

16"

DIP


REDUS NC LAND, LLC.

DB 27565 PG 1

WENDELL COREY MALCOLM

DB 13651 PG 974

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIE

S

EXIS

TIN

G R/

W

VARIES

PI Sta 19+10.96

D

L = 534.77’

T = 273.16’

R = 1,063.81’

POT Sta. 10

+00.0

0 -

Y-

PC Sta. 16

+37.8

0 -

Y-

PT Sta. 21+

72.57 -Y-

POT Sta. 10+00.00 -L-

POT Sta. 24+98.8

9 -Y-

POT Sta. 10+00.00

-Y1-

POT Sta. 12+12.46

-L-=

-Y-

POT Sta. 2

1+00.00 -L-


DB 27454 PG 434

INVESTMENT COMPANY

LENETTE REALTY &

DB 25864 PG 122

LIMITED PARTNERSHIP

WEIR ASSOCIATES

DB 11388 PG 306


DB 27454 PG 531

REDBIRD

DB 8890 PG 656


DB 11671 PG 808

MARKETPLACE 1684

MOUNTAIN ISLAND

DB 27454 PG 434


DB 17390 PG 83


DB 17804 PG 336

REDUS NC LAND, LLC.

DB 27565 PG 1

WENDELL COREY MALCOLM

DB 13651 PG 974

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIE

S

EXIS

TIN

G R/

W

VARIE

S

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXISTIN

G R/

W VARIE

S

EXISTIN

G R/

W VARIE

S

EXIS

TIN

G R/

W

VARI

ES

EXISTIN

G R/

W VARIE

S

11+20

20+44.67

17+75

11+00

12+84

NC 16 BROOKSHIR

E BOULE

VARD

NC 16 BROOKSHIR

E BOULE

VARD

MT

HOLL

Y-

HUNTE

RS

VIL

LE

RD. (SR-2004)

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

24+35

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

MECKLENBURG COUNTY



N/A

7-13

6

CO

UL

OA

K

DRIV

E.

CO

UL

OA

K

DRIV

E.

1.5" MILLING

43957

TERRY W. BURLESONEROSION CONTROL DESIGNER

3011 LEVEL III-A CERTIFICATION #

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

MT H

OLL

Y-H

UNTERSVIL

LE R

D. (SR-2004)

MT

HOLL

Y-

HUNTE

RS

VIL

LE

RD. (SR-2004)

NC 16 BROOKSHIR

E BOULE

VARD

NC 16 BROOKSHIR

E BOULE

VARD

CO

UL

OA

K

DRIV

E.

CO

UL

OA

K

DRIV

E.

BEGIN CONSTRUCTION

STA. 11+20 -Y-

STA. 17+75 -Y1-

END CONSTRUCTION

END CONSTRUCTION

STA. 20+45 -L-

BEGIN CONSTRUCTION

STA. 11+37 -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 CAROLINA09-J

UN-20

15 16:0

0S:\

DD

C\

RD

Y\

Mec

klen

burg\

NC 16

_Mt

Holly-

Huntersville\erosio

n\

nc

16

_mt holly-huntersville_ec-1.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

PR

OJE

CT: 4

3957 43957

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

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

1-08-14

RWB

MECKLENBURG COUNTY



43957 EC-2

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.

TYPE C

TYPE C

TYPE C

2GITB JB w/MH

2GI

2GI

15"

RCP-III

403

404

405

406

CB

CB

JB w/MH

15" R

CP-III

401

402

407

GRA

DE TO

DRAIN

TB 2GI408

18" R

CP-III

CR

CR

CR

CR

CR

CR

CR

CR

S SS

W

T

T

211

S

T

18" R

CP

24"

RCP

24"

RCP

18" R

CP

18" RCP

15" R

CP

18" R

CP

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

DI

DI

DI

DI

WV

WVWV

WV

WVWV

WV

WV

WV

WM

WM

WM

WM

WM

WM

WM

GV

HH

5’ SID

EWALK

5’ SID

EW

ALK

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

MT H

OLL

Y-

HUNTE

RSVIL

LE

RD. (SR-2004)

MT

HOLL

Y-

HUNTE

RS

VIL

LE

RD. (SR-2004)

NC 16 BR

OOKSHIR

E BOULE

VARD

NC 16 BROOKSHIR

E BOULE

VARD

LP

HH

LP

LP

LP

DI

CO

UL

OA

K

DRIV

E.

CO

UL

OA

K

DRIV

E.

EIR

EIR

EIR

EIR

EIREIR

EIR

EIR

EIR

EIR

5’ SID

EW

ALK

5’ SID

EW

ALK

EIR

EIR

EIR

EIR

3503

BFPBFP

BFP

BFP

BFP

BFP

BFP

1994 KENNEDY

F/H

16" DIP

16"

DIP

16"

DIP

16" DIP

16" DIP

SIGN


DB 27454 PG 434

INVESTMENT COMPANY

LENETTE REALTY &

DB 25864 PG 122

LIMITED PARTNERSHIP

WEIR ASSOCIATES

DB 11388 PG 306


REDBIRD

DB 8890 PG 656


DB 17390 PG 83


DB 17804 PG 336

REDUS NC LAND, LLC.

DB 27565 PG 1

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXISTIN

G R/

W VARIE

S

EXISTIN

G R/

W VARIE

S

EXIS

TIN

G R/

W

VARI

ES

EXISTIN

G R/

W VARIE

S


3

4

5

EXISTING AUE

6

PC Sta. 16

+37.8

0 -

Y-

PT Sta. 21+

72.57 -Y-

POT Sta. 24+98.8

9 -Y-

POT Sta. 10+00.00

-Y1-

POT Sta. 12+12.46

-L-=

PI Sta 19+10.96

D

L = 534.77’

T = 273.16’

R = 1,063.81’

-Y-

F

F

F

F

F

F

F

C

C

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

NC 16 BROOKSHIR

E BOULE

VARD

MECKLENBURG COUNTY



7-13

PMP-1

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)


43957

TQDETAIL 1 AS PER CDOT

TYP.

24"

TYP.

8"

TYP.

10’

AS PER CDOT

TO INSIDE WHITE LINE

FROM INSIDE WHITE LINE

ALL MEASUMENTS ARE

ONLY

11’

11’

11’

12’

11’

12’

12’

12’

12’

14’

14’

11’

11’

12’

12’

11’11’

11’11’

12’

12’

ONLY

UA

UA

UA

UA

UA

UA

UA

UB

UB

UB

UB

UB

UB

UB

UI

UI

UC

UC

UC

UC

UC

UC

UC

UC

T2

T2

T2

T2

T2

T2

TQ

T3

TQ

TN

TN

TN

TO

TO

TO

d

d

6’

d

d

4’

d

d

4’

d

d

4’

T9

T9

TD

TD

TD

TD

TD

TD

TDNC 16 BROOKSHIR

E BOULE

VARD

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

14+12

17+68

18+38

11+63

CO

UL

OA

K

DRIV

E

CO

UL

OA

K

DRIV

E

TB

TB

TB

TB

TB

TB

T2

d

d

d

d

20’

30’

13’

100’ S

TORAGE

90’ S

TORAGE

110’ T

APER

90’ S

TORAGE

225’ T

APER

250’ ST

OR

AGE

11+20

PAVEMENT MARKINGS

TIE TO EXISTING

BEGIN TA TI TD

12+48

BEGIN TE TN

TDEND

13+50

TIEND

13+57

TA TEEND

14+46

BEGIN TB TE

15+70

TDEND

17+31

BEGIN T8

19+29

T8END

12’

15+75

BEGIN

TREND

18+05

BEGIN TC

END

18+39

BEGIN TE

19+29

BEGIN TD

TEEND

21+06

TDEND

23+94

MBEND

TA

TA

TEEND

15+50

TR

UC

TN

13+80

TAEND

14+40

TABEGIN

TAEND

18+00

20+12

TNEND

TC

T13

T13

T13

21+50

BEGIN TN TE

23+98

TEEND TN TB

TC MB

T8

TDBEGIN

20+60

BEGIN TC MB

TDEND

TP

MB

11+79

13+00

TQ

SEE DETAIL 1

D

TQ

SEE DETAIL 1

D

D

D

14+24

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

MT H

OLL

Y-

HUNTERSVIL

LE R

D. (SR-2004)

MT H

OLL

Y-

HUNTERSVIL

LE R

D. (SR-2004)

MECKLENBURG COUNTY


NC16 MT HOLLY-HUNTERSVILLE RD. (SR-2004)

7-13

PMP-2
















































































43957

TQDETAIL 1 AS PER CDOT

TYP.

24"

TYP.

8"

TYP.

10’

AS PER CDOT

TO INSIDE WHITE LINE

FROM INSIDE WHITE LINE

ALL MEASUMENTS ARE

12’

12’

11’

11’

11’11’

11’

UA

UA

UA

UA

UA

UA

T2

T2

T2

TQ

TQ

d

d

4’

TD

NC 16 BROOKSHIR

E BOULE

VARD

NC 16 BROOKSHIR

E BOULE

VARD

11+63

11+56

350’ S

TORAGE

400’ T

APER

23+98

TEEND TN TB

TC MB

12+92

BEGIN TE

14+18

TE

15+42

TEEND

END

TC MBBEGIN

16+45

TCEND MB

TDBEGIN

20+45

TDEND TB

TB

BEGIN TE

11+02 Y1

11+79

13+00

TQ

SEE DETAIL 1

DD

D

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

NC 16 BROOKSHIR

E BOULE

VARD

MECKLENBURG COUNTY



7-13

PMP-3
















































































43957

11’

11’

11’11’

11’

UA

UA

UA

UA

UB

UB

UB

UC

UC

UC

UC

UC

UC

T2

TD

TD

MT H

OLL

Y-

HUNTERSVIL

LE R

D. (SR-2004)

225’ STOR

AGE

335’ TAPE

R

445’ TAPE

R

BEGIN TE

13+27

TEEND

TCBEGIN TD

11+02 Y1

MB

16+62

TDEND

17+75

END TD

MARKINGS

TIE TO EXISTING

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

8-28-13

RWB

MECKLENBURG COUNTY



UC-1

GENERAL NOTES:

WITH THE MOST CURRENT VERSION OF THE NORTH CAROLINA PLUMBING CODE.

REDUCING VALVE (PRV) WITH ASSOCIATED APPURTENANCES ON THE PRIVATE CUSTOMERS PLUMBING, IN ACCORDANCE

LABOR AND WORKMANSHIP ASSOCIATED WITH THE INSTALLATION OF A SHUT- OFF VALVE, AND A WATER PRESSURE

PERMITS. THE PLUMBING REQUIREMENTS SHALL INCLUDE, BUT NOT LIMITED TO THE MATERIALS, EQUIPMENT,

ASSOCIATED WITH RE-ESTABLISHING THE WATER SERVICE CONNECTIONS AND OBTAINING ALL NECESSARY PLUMBING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE CURRENT PLUMBING CODE REQUIREMENTS

THE CUSTOMERS. THIS IS CONSIDERED INCIDENTAL TO THE RELOCATION WORK.

TEMPORARY POTABLE WATER SUPPLIES TO THE EXISTING CUSTOMERS MAY BE REQUIRED TO MAINTAIN SERVICE TO

AT NIGHT, AND ON HOLIDAYS IF NECESSARY.

SERVICE, AND IN ACCORDANCE WITH THE UTILITY OWNER’S REQUIREMENTS. MAKE CONNECTIONS ON WEEKENDS,

AND PROPOSED UTILITIES AT TIMES MOST CONVENIENT TO THE PUBLIC, WITHOUT ENDANGERING THE UTILITY

CLOSELY WITH THE EXISTING CUSTOMERS FOR ANY SERVICE DISRUPTION. MAKE CONNECTIONS BETWEEN EXISTING

HOURS IN ADVANCE OF ANY SCHEDULED SERVICE DISRUPTION. THE CONTRACTOR SHALL ALSO COORDINATE

MINIMIZE THE DURATION OF ANY SERVICE DISRUPTION AND NOTIFY THE CMUD REPRESENTATIVE AT LEAST 48

THE CONTRACTOR SHALL MAINTAIN WATER AND SEWER SERVICE TO EXISTING CUSTOMERS DURING CONSTRUCTION.

(980) 722-0786 AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WATER AND/OR SEWER UTILITY WORK.

THE CONTRACTOR SHALL NOTIFY BILL DEAL, PE OF THE CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT AT

43957

11+20

RESURFACING

BEGIN

13+82.65

83.48’

1’-6" C&G

TIE TO EXIST.

D

DR36’

D

D19.75’

R2’ D

14+45.68

D

D19.75’

15+45.68

17+44.36R2’D

R60’D

14’

14’

R2’D

D

6.5’

16+54.39

15+70.3438.95’

12’

14+51.7559.24’

14+07.44

76.45’

2’-6" C&G

BEGIN

17+30.5

1

R60’

R60’

R50’

DR2’D

14’

14’

R2’

D

41.20’

12’

19+29.40

41.20’

21+47.96

D

D

23+63.75

54.23’

21+47.96

3.72’

R60’

R12’

d

R10’

d

12+94.67

16+44.67

TAPER

BEGIN

11+39.807.34’

11+57.516.47’

11+67.495.15’

11+66.5517.10’

11+65.6217.43’

11+55.2921.09’

11+38.1127.19’

13+43.83

END 2’-6" C

&G

PROP. 4" SIDEWALK

D

CR

CR

CR

PROP. 4" SIDEWALK

D

18+71.2

0

45.2’

END 2’6" C

&G

END 2’6" C

&G

46.28’

D

D

D

D

DD

7.2’

D

D

7.2’

DD

D

D

D

D

D

D

D

D7.2’

D7.2’

PROP. 4" SIDEWALK

D

CR

CR

DD

9.5’

DD

9.5’

SIDEWALK

TIE TO EXIST.

END 4" SIDEWALK

21+28

RETAIND

RETAIN

RETAIN

D

DD

D RETAIN

4’ CONC. ISLAND

TIE TO EXIST.

STA. 22+18

RESURFACING

END

RESURFACING

END

CR

CR

PROP. 4" SIDEWALK

D

R25’

14+37.34

58.77’

CR

SEE SHEET 2D

PIPE INSTALLATION

FOR CROSS LINE

D

S SS

W

T

T

211

S

T

18" R

CP

24"

RCP

24"

RCP

18" R

CP

18" RCP

15" R

CP

18" R

CP

CB

CB

CB

CB

CB

CB

CB

CB

CB

DI

DI

DI

DI

WV

WVWV

WV

WVWV

WV

WV

WV

WM

WM

WM

WM

WM

WM

WM

GV

HH

5’ SID

EWALK

5’ SID

EW

ALK

MT HOL

LY-HUNTERSVIL

LE R

D. (SR-

2004)

MT H

OLL

Y-

HUNTE

RSVIL

LE

RD. (SR-2004)

MT

HOLL

Y-

HUNTE

RS

VIL

LE

RD. (SR-2004)

NC 16 BR

OOKSHIR

E BOULE

VARD

NC 16 BROOKSHIR

E BOULE

VARD

LP

HH

LP

LP

LP

DI

CO

UL

OA

K

DRIV

E.

CO

UL

OA

K

DRIV

E.

EIR

EIR

EIR

EIR

EIREIR

EIR

EIR

EIR

EIR

5’ SID

EW

ALK

5’ SID

EW

ALK

EIR

EIR

EIR

EIR

EIR

EIR

3503

BFPBFP

BFP

BFP

BFP

BFP

BFP

1994 KENNEDY

F/H

16" DIP

16"

DIP

16"

DIP

16" DIP

16" DIP

SIGN


DB 27454 PG 434

INVESTMENT COMPANY

LENETTE REALTY &

DB 25864 PG 122

LIMITED PARTNERSHIP

WEIR ASSOCIATES

DB 11388 PG 306


REDBIRD

DB 8890 PG 656


DB 11671 PG 808

MARKETPLACE 1684

MOUNTAIN ISLAND

DB 27454 PG 434


DB 17390 PG 83


DB 17804 PG 336

REDUS NC LAND, LLC.

DB 27565 PG 1

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXIS

TIN

G R/

W

VARIES

EXISTIN

G R/

W VARIE

S

EXISTIN

G R/

W VARIE

S

EXIS

TIN

G R/

W

VARI

ES

EXISTIN

G R/

W VARIE

S


DB 5208 PG 627

127.5’

128.3’

+76.80

+58.91

2

3

4

5

99.5’+57.90

70.2’+22.57

71.7’+44.91

71.3’

84.7’+31.07

+54.65

D

1

FOR PUE CALLSSEE DETAIL "A"

21.9’

43.5’

43.5’

28.0’+84.50

+64.32

+58.28

+58.28PROP. PUE D

7

+30.44

DETAIL "A"

PROP

AUE

PRO

P RO

W

D

PROP PUE

+32.38

+33.59

+31.61

85.2’84.5’

94.5’

94.7’

+31.0784.7’

EXISTING AUE

6

98.14’

95.39’

72.90’

85.12’

+73.73

+72.75

110.96’+95.34

111.87’

+32.30

+57.76

+93.54

60’

+68.07

RWM D

RWMRWM

METER

�" WATER

RELOCATE

METER

1" WATER

RELOCATE

METER

�" WATER

RELOCATE

D D

RWM

RWM

RBFP

METER

1" WATER

RELOCATE METER

8" WATER

RELOCATED

D

8" BFP

RELOCATE

DRWM

METER

3" WATER

RELOCATE

D RBFP

3" BFP

RELOCATE

D

RWMRBFP

METER

1" WATER

RELOCATE

1" BFP

RELOCATE

D D

RW

M

METER

2" WATER

RELOCATED

2" BFP

RELOCATE

DRBFP

RW

M

RW

M

METER

�" WATER

RELOCATE

METER

1" WATER

RELOCATE

D

D

BFP’S IF POSSIBLE

RETAIN EXISTING

D

METER #103160688

3/4" COMMERCIAL WATER SERVICE

3500 MT HOLLY-HUNTERSVILLE RD


METER #06290603

3/4" IRRIGATION SERVICE

METER #06226693

1" COMMERCIAL WATER SERVICE


BOJANGLES

METER #209406021

W/ 6’X6’ CONC. VAULT


METER #03138339

1" IRRIGATION SERVICE

METER #209500783

W/ 5’X6’ CONC. VAULT



HARRIS TEETER SHOPPING CENTER

METER #106226690

1" IRRIGATION SERVICE

METER #460005800

W/ 5’X6’ BLOCK VAULT



WENDY’S

METER #106291504

3/4" IRRIGATION SERVICE

METER #106226702



AUTOZONE

F

F

F

F

F

F

F

C

C

F

TWB

STATE

N.C.


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M

EN

T OF TRANS

PO

RT

AT

IO

N

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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

-NA-

1-03-14

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PROJ. REFERENCE NO. SHEET NO.0

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ma7_

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gn

jdhar

ward

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D10

DIV

CA

D277126

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745 745

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.04 4:1

TO

C 747.0

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SS 745.93

744.84

.04 4:1

TO

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2

SS 745.36

744.61

.04 4:1

TO

C 746.8

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ma7_

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D10

DIV

CA

D277126

8/23/99


745 745

750 750

755 755

760 760

740 74017+50.00

745 745

750 750

740 74018+00.00

745 745

750 750

755 755

760 760

740 74018+50.00

745 745

750 750

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740 74019+00.00

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743.47

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743.16

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TO

C 745.5

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C 745.0

0

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745 745

750 750

755 755

740 74019+50.00

740 740

745 745

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735 735

20+00.00

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755 755

735 73521+00.00

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735 73521+50.00

735 735

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745 745

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22+00.00

735 735

740 740

745 745

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22+50.00

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TO

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736.83

.04 4:1

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SS 737.59

735.22

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4:1TO

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4:1

MECKLENBURG COUNTY - NCDOT

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Transcript of MECKLENBURG COUNTY - NCDOT