union county - ncdot 10... · 9/9/2015 · lc re s c u rc h r r o a ke ch urc hr d roanoke church...

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.

05-AUG-2015 09:48S:\DDC\RDY\Union\rocky river_poplin_roundabout\tsh\rocky river_poplin_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:

%601

%601

S. M.

Bento

nLn.

IvahLee Way

Bruce Ct.

Old Farm Ct

Castlemaine Dr

Peachtree Ct

Stoney Ridge Rd Fieldstone Dr

Gold Dust Ln Brent Haigler Rd

Lake Dr

Deepwood Pl

Scaleybark Ct

Redwood Dr

Gold Crest Dr

Locust Ct

Aspen Ct

La

wyers R

d W

Ho

wey B

otto

ms R

d

Concord H

wy

Windsor Greene Dr

Mill Grove Rd

Red Bush Ct

Kings Farm Way

Broad Leaf Dr

Ivy

Run Dr

Lawyers R

d W

Ivy Run D

r

Clontz

Long Rd

Mill Grov

e Rd

Lawyers R

d W

Stone

yridge Dr

Lighthouse Way

Sim

pso

n R

d

Indian Trail Fairvie

w R

d

Marcus Ln

Ho

wey B

otto

ms R

d

Bridle Trl

Wynnvie

w R

d

Tucka

way Ct

Wildflo

wer Pl

Rose

wood Ct

Em

erald W

oods Dr

Fox Hunt R

d

Beacon Hills R

d

Indian Trail Fairvie

w Rd

Lawyers Rd W

Clontz

Long Rd

Concord H

wy

Clear

water Dr

He

mby W

ood Dr

Woody Gro

ve R

d

Tran

quil Pl

Teakwood R

d

Cunni

ngham Ln

Hillcrest Cir

Wynnvie

w R

d

Idle

wild R

d

Country Wood Rd

Kate R

d

Hillcrest Cir C

lear

water Dr

Hemby W

ood Dr

Mill Grove Rd

Rid

ge R

d

Indian Trail Fairview Rd

N R

ocky River R

d

Idle

wild R

d

Lawyers Rd WLawyers Rd W


Circle Dr

Circle Dr

Friendly Baptist Church R

d

Kate R

d

E Lawyers Rd

Indian Trail Fairview R

d

Stinso

n Hartis R

d

E Lawyers Rd

Faith C

hurc

h R

d

Secrest S

hort C

ut R

d

Rid

ge R

d

Price Rd

Lander Benton R

d

Station Dr

Beverly DrO

akland Ave

Vance Pl

Moser CirReid Rd

Faith Chu

rch Rd

Friendly

Baptist Church

Rd

Rid

ge R

d

Benton Acres Dr

N R

ocky River

Rd

Poplin Rd

Lander B

ento

n R

d

Unionville In

dian Trail Rd

W

Hartis R

d

Secre

st Short C

ut R

d

Concord H

wy

E Unionville-Indian Trail Rd

Poplin Rd

N R

ocky River

Rd

Faith C

hurch R

d

Poplin R

d

Rid

ge R

d

Poplin Rd

E C J Thomas

Rd

Secrest S

hort C

ut R

d

Pennigar Rd

Duncan R

d

Faith C

hurc

h R

d

Pennigar Rd

Mam

moth O

aks Dr

Columbus Ln

Union

ville I

ndian Tr

ail Rd W

Poplin R

d

Hard R

ock Ct

Bro

oktre

e L

n

Scott L

ong R

d

Poplin R

d

Union

ville In

dian Trail Rd

W

Vineyard Dr

Nia

gra Ct

Braefield Dr

Bro

oksto

ne Trl

Bro

oktre

e L

n

Faith C

hurc

h R

d

Sun Rose Ct

Ashton Ct

Unionville Indian Trail

Rd W

Quail Hollow Ct

Compton Ct

Unionville Indian Trail Rd W

Emerald Ln

Muscadine L

n

Dunca

n RdR

idge Rd

Wesley Ct

Secrest S

hort Cut R

d

Regency Dr

Parkland Dr

Farrington Dr

Goldenrod Ct

Concord H

wy

Crimson Wing DrAshe Croft Dr

Woodcreek Ct

W C J

Thomas

Rd

Southern Ginger Dr


Ambrose Ln

Vander L

n

Beaverbrook Dr

Poplin R

d

Croftwood Ln

White Cliffs Dr

Selway Dr

N R

ocky River

Rd

Heathrow CtArmell Dr Swan Sea Ct

Brick Landing Dr

Vander L

n

Prestwick Ln

Forest Dr

Creek Trail Rd

Asbury

Dr

Chaney Rd

Loring Dr

Cottage Creek Rd

Windjammer DrTree Ridge Rd

Sardis Church

Rd

Trego Ln

Yaupon Ct

Martina Dr

Manchester L

n

Sustar D

r

New Castle Ln

Oakwood L

n

Oakwood Ln

Runaway Cir

Burning Ridge Dr

Hillc

rest C

hurc

h R

d

Cannon Dr

Sardis Church

Rd

N R

ocky River R

d

Cannon D

r

Poplin R

d

Willis Long Rd

Winchester R

d

Haywoo

d Rd

Helms

ville Rd

East Fork Ln

Gray Fox Rd Haywood Rd

Secrest S

hort C

ut R

d

Persimmon Ct

Poplin R

d

Concord H

wy

W United S

tates Highw

ay 74Country Ln

Cha

mber

Dr

Starcrest Dr Starcrest DrTo

phill Rd

Hillcrest

Churc

h R

d

Roanoke Church Rd

Roanoke Church Rd

Willis L

ong R

d

Chamber Dr

Concord H

wy

Baucom

Rd

Ridge R

d

Roanoke Church Rd

Secrest Short Cut Rd

N R

ocky River

Rd

Hayes Rd

Sikes Mill Rd

Roanoke C

hurc

h R

d

BrookforestLn

Rams Ct

Braefield Dr

Red Robin Ct

White Swan Ct

Red Lantern Rd

Dandelion Ct

Quince Ct

RedwoodDr

Hawthorne Dr

Shaft

wood Dr

Deepwood Pl

CtCrystal

Creek Ct

Trilliu

m Pl.

Hem

by Com

mons P

wy

Galen

a Chas

e Dr.

WindingCreek Dr

Shiney Bark Ct

Broad Leaf Ct

Enderb

ury Dr

Enderb

ury Dr

Makin D

r

Onotoa

Dr

Cristobal Dr

Bikar

Dr

Ponapa Ct

McKean Rd

Banaba Ct

Mortlock Ct

Thicke

tty Pkw

y

Fine Robe Dr

Bowen Ct

Joyful Noise L

n

Red Carpet Ct

Peace

maker

Ln

Moonsto

ne L

n

Tiger Eye Ave

Cris

mark Dr

Cornflow

er Ln

Early

Rise Ave

PROJECT

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

GRAPHIC SCALES


DIVISION OF HIGHWAYSW-5210

N

PLANS

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

0

0

0

RANDY BOWERS

DONALD HARWARD

HSIP-1514(8)

HSIP-1514(8)

DHV

D

T

V

=

=

=

=

=

=

%

%

%

MPH

ADT

ADT

LOCATION:

TYPE OF WORK:

50 100

50 100

5 10

P.E.

R/W

CONST.

TOTAL LENGTH OF STATE PROJECT = MILES

INTERSECTION OF N. ROCKY RIVER RD. (SR-1514)

AND POPLIN RD. (SR-1508)

GRADING, PAVING, PAVEMENT REMOVAL, DRAINAGE,

LENGTH OF ROADWAY PROJECT = MILES

UNION COUNTY

CONCRETE ISLANDS & THERMOPLASTIC PAVEMENT MARKINGS

45340.3.14

45340.1.FD14

45340.2.FD14

45340.3.14

POPLIN RD. (SR-1508)

POPLIN R

D. (S

R-15

08)

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)

13+55

RESURFACING

END

RESURFACING

END

15+20.77

RESURFACING

BEGIN

15+20.73

RESURFACING

BEGIN

45340.3.FD14

45340.3.FD14

14+01

0.27

0.27

HSIP-1514(8)

45340.3.14

2479

24802481

2479

24802481

1667

1533

1534

1533

1520

1532

2333 1504

1004

1514

1671

1611

1612

1531

1520

1526

1525

1527

1528

1004

1558

1508

1514

1508

1577

1556

1509

1367

1501

1513

1514

1504

1504

13671529

1529

1613

1530

1550

1508

1665

1613

1367

2365

2356

2398

2399

1504

24532455

2454

2394

16201001

1505

1550

1505

1504

1505

1507

1505

1508

1501

15091514

2356

23602362

1001

1613

1367

2710

2707

2711

1501

2308

2300

2315

23082312

23192317

2316

2315

1525

2330

2320

2345

2353

2354

2346

2326

2327

1525

1562

1521

1520

15181501

1522

1580

1576

1557

1584

1379

1399

15511377

1515

1516

1367

1515

1518

2394

2629

2631

26352636

2634

2637

2638

2632

2633

26272628

2630

2414

2415

2421

2657

2658

2659

2660

2652

2656

2653

2655

1501

1518

2318

2654

2634

1378

1551

2412

2415

24592460

2394

2303 2302

1598

1597

1595

1599

23052307

2306

1004

1004

1525

2366

2367

1525

2306

1596

2456

2458

2457

2467

2431

2350

1517

1561

2417

2454

2483

2484

2718

2482

2888

24852485

2486

2487

2488

2489

2490

2491

2492

3000

2499

2498

2495

2497

2494

2494

2493

2496

2496

30023003

2353

3027

3028

3015

3016

3019

3022

3018

30213025

30243020

30333035 3033

3033

1518

3034

3026

3037

30383039

3040

3045

3041

3043

3042

3044

3036

3038

3036

2735

3046 3047

3051

3075

3078

3077

3070

3079

3070

30733072

3074

3080

3076

1558

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

September 9, 2015

8/17/2015

1"=50’

JDH

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

F.A. PROJECT NO.

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

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


N. ROCKY RIVER RD. (SR-1514)

ROUNDABOUT AT THE INTERSECTION OF

2-2015

EXISTING PAVEMENT

T T

C1

TYPICAL SECTION NO. 1

VARIES VARIESVARIES

STA. 13+30 TO 13+55 -L1-

STA. 15+20.73 TO 15+45.73 -Y-

STA. 14+95.77 TO 15+20.77 -Y1-

T

2:12:

1

HIN

GE

POIN

T

FO

R

CU

TS

�"/FT �"/FT

VARIESVARIES

CL

THIS LINE

GRADE TO

T

D1D1

2:1


4’ 4’4’

STA. 11+08.06 TO 11+87.71 -L1-

STA. 11+16.95 TO 13+37.44 -Y1-

12’ TO 18’12’ TO 18’

E1E1

STA. 14+26 TO 15+51.50 -L-

PAVEMENT SCHEDULE

C1

EARTH MATERIAL

RATE OF 168 LBS. PER SQ. YD.

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

D1

D2

E1

R1

R2

R3

R4

T

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

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


C2

STA. 16+05.73 TO 16+94.53 -Y-

T

2:12:

1

HIN

GE

POIN

T

FO

R

CU

TS

�"/FT �"/FT

VARIESVARIES

THIS LINE

GRADE TO

T

D1D1

2:1


4’ 4’4’ R4

VARIES

3’ TO 20’ 11’ TO 19’11’ TO 19’

E1E1

C2

STA. 10+49.77 TO 11+08.06 -L1-

STA. 15+51.50 TO 15+98.60 -L-

STA. 16+94.53 TO 17+41.06 -Y-

STA. 10+65.88 TO 11+16.95 -Y1-

2

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

PROP. VARIABLE DEPTH ASPHALT CONC. INTERMEDIATE COURSE.

STA. 14+01 TO 14+26 -L-

J PROP. 4" AGGREGATE.

PROP. 5" MONOLITHIC ISLAND (SURFACE MOUNTED)

PROP. 2’-6" CURB & GUTTER

PROP. 1’-6" CURB & GUTTER, CLASS AA CONCRETE

PROP. 7" TRUCK MOUNTABLE CONC ISLAND, CLASS AA CONCRETE

PROP. APPROX. 4.0" ASPHALT CONC. BASE COURSE, TYPE B25.0C, AT AN AVERAGE


45340.3.14

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




2-2015

EXISTING PAVEMENT

VAR.T

2:12:

1HIN

GE

POIN

T

FO

R

CU

TS

�"/FT �"/FT

VARIESVARIES

VAR.

CL

THIS LINE

GRADE TO

T

D1D1

2:1


4’ 4’4’

POINTGRADE

D2

10’ TO 22’ 10’ TO 27’

0’-9’0’-8’

E1E1

C2

STA. 15+45.73 TO 16+05.73 -Y-

STA. 11+87.71 TO 13+30 -L1-

STA. 13+37.44 TO 14+95.77 -Y1-

2A

STA. 14+01 TO 14+26 -L-

T

HIN

GE

POIN

T

FO

R

CU

TS

�"/FT �"/FT

T


2’ 3’2’J

10’

3:1

3:1 3:1

PROPOSED DRIVEWAYS

PAVEMENT SCHEDULE

C1

EARTH MATERIAL



D1

D2

E1

R1

R2

R3

R4

T













45340.3.14

D1

R2

T

1.5’

5:1

�" /FT.

D

10’

RAD. PT

�" /FT.

D

2:1

R1

R3

T

2.5’

2:1

HIN

GE

POIN

T

FO

R

CU

TS


E1

0.5’

ROUNDABOUT

1.5’

�"/FT

�" /FT.

D

4’ 4’

R2

R3

65’

18’

12’

16’21’

65’

4’

WEDGING DETAIL

C2

D2

C1

MIN. 2.25"

D

D

D

D

D

EXISTING PAVEMENT

2:1

0.5’

1.5’

�"/FT

�" /FT.

D

6’

R2

R3

T

4’

APRON DETAIL

0.5’

C2

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




2-2015

2B

PAVEMENT SCHEDULE

C1

EARTH MATERIAL



D1

D2

E1

R1

R2

R3

R4

T













45340.3.14

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




2-2015

5’

5’

DIA. HOLE

12"

10’

IN ISLAND

CENTERED

DIA. HOLE

12"

d

IN SPLITTER ISLANDS

FOR SIGN U-CHANNEL POST

12" DIA. HOLE LOCATION

d

dIN ISLAND

CENTERED

DIA. HOLE

12"

10’

DIA. HOLE

12"

5’

5’5’

5’

DIA. HOLE

12"

d

DIA. HOLE

12"

5’

5’

2C45340.3.14

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

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.

CONST.

PERM.

DRAIN.

EASE.

TEMP.

DRAIN.

EASE.

TOTAL

ACREAGE TAKEN

PROPERTY OWNERS NAMES

NO.

RIGHT OF WAY AREA DATA

PARCEL

COMPUTED BY:

CHECKED BY: DATE:

DATE:JDH

RWB

SHEET NO.PROJECT REFERENCE NO.

3

05-

AU

G-2015 10:4

9S:\

DD

C\

RD

Y\

Union\rocky river_poplin_roundabout\su

m\rocky river_poplin_uc1_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.

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 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".

M.H. FR

AM

E

&

CO

VER STD. 8

40.5

4

TOTALS

1

2

TEMP.

11+55 -L1- RT

625.86 625.58

T.B.D.I. S

TD. 840.3

5

T.B.D.I. FR

AM

E

WIT

H

GR

ATE STD. 840.3

6

0.053 AC.

1,192 SQ.FT.

3

4

5

6

329 SQ.FT.

CL17+05 -Y- IN OUT 56’

20’

FRANKIE L. and SHIRLEY L. GREENE

SHERRILL R. and BETTY SIMPSON

LUCILLE G. HASTY

GEORGE L. and ANNIE N. BAUCOM

HENRY VAN STEWART REVOC. TRUST

WILL R. and BERNICE P. KEMBRELL

0.020 AC.

5,627 SQ.FT.0.042 AC.

0.037 AC. 6,930 SQ.FT.

0.018 AC.

(UNLESS OTHERWISE NOTED)

CLASS IV R.C. PIPE

IN OUT 20’

56’

DRIVEWAY PIPE

266 SQ.FT.

3/15

3/15

3,431 SQ.FT.

11+70 -L1- RT 20’

20’

7 0.024 AC.GRADY L. SUTTON

45340.3.14

Geotextile Fabric

+53.50

+84.3

9

R40’

+30.8

2

+96.5

3 R40’

+81.7

7

R40’

R60’+06.0

6

11+68.54 OC

D

D24’

14+73.29

0202

01

00

01

02

01

00

01

02

02

NCNC

NCNC

008

04

01

03

NC

NC

15+20.73

RESURFACING

BEGIN

15+45.73

TAPER

BEGIN

D

DD

D21’

24’

16+05.73

TAPER

END

16+16.32

TAPER

BEGIN

DD

TYP.25

’

D

D14.95’

13’

R2’D

14+01

14+26

END TAPER

TAPER

BEGIN

13’

15.11’d

d d

TYP.

25’

D

D17.69’

D

D

17.75’

DD

15+20.77

14+95.77

TAPER

END

13+70.77

TAPER

BEGIND D24’

TYP.

25’

DD24’

TAPER

END

11+75

DD

DD

18’

18’

R2’

D

RESURFACING

END

RESURFACING

END

d

d17.7

0’

d

d24’

11+86.28

TAPER

END

13+30

13+55

12+85

d

d23.5’

015

025

035

13+25

13+00

TYP.

25’11+21.07

17+45.52

TYP.

25’

10+45.29

d

d13’

d

d14.82

’

d

d65’

d

d18’

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

7-2015

RWB




PROP. GDW.

PR

OP. G

DW.

PR

OP. G

DW.

d

4

04

BEGIN TAPER

BEGIN RESURFACING

03

02

01

00

01

02

TYP.

25’

2’

4’

1’ MIN.

4" SCH-40 PVC

DETAIL 2

SEE DETAIL 2

FUTURE USE

CONDUIT FOR

PROP. 2, 4"PVC

d

d

d24’

23’

24’d

d

15+78

TO THE EXISTING ASPHALT PAVEMENT.

TIE IN TO PROVIDE A SMOOTH TRANSITION

NOTE: INCIDENTAL MILL APPROX. 25’ AT EACH

45340.3.14

DB 1207 PG 828

AMY G. MORRISBEN L. AND

DB 962 PG 357

GRADY L. SUTTON

DB 5935 PG 692

WALTON NORTH CAROLINA, LLC

DB 4794 PG 212

ANNIE N. BAUCOMGEORGE L. AND

DB 4678 PG 566

TAMMY H. HASTY

DB 5491 PG 86

BERNICE P. KIMBRELLWILLR. AND

DB 1978 PG 583

VIRGINIA P. STRINGERWILLIAM J. PARKER AND

DB 197 PG 104

LUCILLE G. HASTY

DB 815 PG 652

SHERRY S. BRENEMANBRIAN E. AND

DB 154 PG 418

BETTY SIMPSONSHERRILL R. AND

SHIRLEY L. GREENEFRANKIE L. AND

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

60.0

0’

EXISTING R/W

EXISTING R/W

60.0

0’

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

N 61°41’3

4" E

255.00’

S 24°0

6’4

1" E

238.3

7’

N 61°34’31" E

874.44’

N 63

°32’11"

E

956.

47’

N 67

°17’41" E

401.6

1’

N 01°15’2

6"

E

132.0

0’

N 88°43’21" W

365.41’

N 55°29’07" W

198.84’

N 55°29’07" W

78.06’

S 03°4

9’19"

W

131.20’

S 15

°31’20"

W13

9.3

1’

N 55°29’07" W

262.35’

S 30°16’4

4"

W

160.6

5’

15"

RC

P

12" C

MP

10" C

MPGR

BST

GR

15" R

CP

GR

S

S

GR

GR

GR

CO

NC

GR CANOPY

MTL

TANKA/G

GR

15" RCP

S

HTL

2SWD

HT

L

CONC

TANKA/G

SILOMTL

S

CO

NC

FIELDPLANTED

FIELDPLANTED

60.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

1.5SBKD

CONC

GR

GR

FIELDPLANTED

FIELDPLANTED

15"

RC

P

15"

RC

P

2.19’

EIP-COR

N 22°0

9’4

2"

E275.4

6’

S 85°44’57" W

116.74’

N 33°15’2

3" E

281.54’

COR-EIP 4.08’

6" CLAY

W

W

W

DB 426 PG 744

REVOCABLE TRUSTHENRY VAN STEWART

DB 227 PG 180

DB 364 PG 651

EIP

S

T

T

T

PIPEVENTGAS

ALLTELL COMMUNICATIONS

AL

LT

EL

L

CO

MM

UNIC

ATIO

NS

ALLTELL Co

mmunic

atio

ns

ALLTELL Co

mmunic

atio

ns

AL

LT

EL

L

CO

MM

UNIC

ATIO

NS

12" DIP

12" D

IP

8"

PV

C

12" DIP

6" DIP

6" PVC

6" PLASTIC

12" DIP

6" PLASTIC

6" DIP

6" PVC

6"

DIP

8"

PV

C8"

PV

C

8"

Pla

stic

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)


POPLIN R

D. (S

R-15

08)

18" RC

P-IV

15"

2:1 2:1

D

( Not to Scale)

STANDARD ’V’ DITCH

D

SEE DETAIL 1PROP. DITCH

D


D


D

( Not to Scale)

B

Ground

Natural

Ground

Natural6:1

Class B Rip-Rap

as directed by the Engineer.

of Truck Mounted Aprons

To be placed at the end

6:1

B= 1 Ft.

D= 0.5 Ft.

Min. D= 1 Ft.

DETAIL 1

Ground

NaturalGround

Natural

FROM STA. 11+75 LT-L1- TO STA. 13+00 LT-L1-

FROM STA. 12+75 RT-L1- TO STA. 14+25 RT-L1-

FROM STA. 15+50 LT-Y- TO STA. 16+00 LT-Y-

DETAIL 3

-Y-

-Y-

-L-

-L-

-Y1-

-Y1-

-Y1-

-L1-

PI Sta 13+32.28

D

L = 239.32’

T = 119.70’

R = 3,715.00’

PI Sta 15+52.15

D

L = 196.46’

T = 100.25’

R = 400.00’

PT Sta.

16+48.36 -

L-

PCC Sta. 14+51.90 -L-

PC Sta. 12+12.58 -L-

POT Sta. 10+00.00 -L-

PI Sta 12+09.87

D

L = 416.74’

T = 209.87’

R = 1,425.00’

PI Sta 16+99.96

D

L = 185.08’

T = 94.23’

R = 400.00’

PC Sta. 10

+00.0

0 -

Y-

PT

Sta. 14

+16.7

4 -

Y-

PC Sta. 16

+05.73 -

Y-

PT Sta. 17

+90.81 -

Y-

PI Sta 10+95.62

D

L = 187.71’

T = 95.62’

R = 400.00’

PC Sta.

10+00.00 -

L1-

PCC Sta. 11+87.71 -L1-

PI Sta 11+72.94

D

L = 103.61’

T = 52.94’

R = 205.00’

PI Sta 12+80.64

D

L = 113.83’

T = 57.03’

R = 730.00’

PI Sta 13+90.21

D

L = 105.53’

T = 52.77’

R = 2,650.00’

POT Sta. 10+

00.00 -

Y1-

PC

Sta. 11+20.00 -

Y1-

PRC Sta. 12

+23.61 -

Y1-

PRC

Sta. 13+

37.44 -Y1-

PT

Sta. 14

+42.96 -Y1-

16+45.30 -L-

17+00 -Y-

10+66 -L1-

15+60 -L-

11+00 -Y1-

30.52’

12+15.72 -Y1-

11+75 -Y1-

10+75 -Y1-

10+58 -Y1-

10+00 -L1-

10+75 -L1-

11+30 -L1-

+00

29.81’

49.88’

+50

+77

1

2 3

4

6

+05

29’

5

36.90’

26.65’ 39.57’

+02.60

+22.45 +25.88

+00

45’

+75

45’

47’

27.44’

46.77’

80.28’

99.92’

72.05’

+75

+75

+93.16

+85.35

+89.59

108.98’

+71.48

117.46’

+50.23

27.60’

+9214+76.53 -L-

+00

39.67’29.67’

17+05.20 -Y-

30’ LT

30’ LT

23.82’ LT

56.07’ LT

44.14’ RT

35.23’ RT

18’ LT

18’ LT

34’ LT

51’ LT

30’ RT

26’ RT

26.80’ RT

+98.58

16+34 -Y-

29.43’ RT

56.53’ RT

7

39.31’

+33

38.26’ RT

41.03’

+49.53

+56.86

+83.61

104.97’

102.26’

+80.41

+99.59

+66.82+65.82

87.65’

69.71’

66.29’35.89’

C

C

C

C

C

F

F

F

F

F F

F

F

F

F

F

C

C

F

F

F

F

C

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 REMOVAL

11+87.71 -L1-

16+05.73 -Y-

14+42.78 -L1-

13+37.44 -Y1-

5




3-2015

14+26 -L-

45340.3.14

DB 1207 PG 828


DB 962 PG 357

GRADY L. SUTTON

DB 5935 PG 692


DB 4794 PG 212


DB 4678 PG 566

TAMMY H. HASTY

DB 5491 PG 86


DB 197 PG 104

LUCILLE G. HASTY

DB 815 PG 652


DB 154 PG 418



EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

60.0

0’

EXISTING R/W

EXISTING R/W

60.0

0’

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

N 61°34’31" E

874.44’

N 63

°32’11"

E

956.

47’

N 67

°17’41" E

401.6

1’

N 01°15’2

6"

E

132.0

0’

N 88°43’21" W

365.41’

N 55°29’07" W

198.84’

N 55°29’07" W

78.06’

S 03°4

9’19"

W

131.20’

S 15

°31’20"

W13

9.3

1’

N 55°29’07" W

262.35’

S 30°16’4

4"

W

160.6

5’

GR

BST

GR

GR

S

S

GR

CONC

GR

GR

CO

NC

GR CANOPY

MTL

TANKA/G

GR

S

HTL

2SWD

HT

L

CONC

TANKA/G

SILOMTL

S

CO

NC

FIELDPLANTED

FIELDPLANTED

60.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

1.5SBKD

CONC

GR

GR

FIELDPLANTED

FIELDPLANTED

2.19’

EIP-COR

N 22°0

9’4

2"

E275.4

6’

S 85°44’57" W

116.74’

N 33°15’2

3" E

281.54’

COR-EIP 4.08’

W

W

W

DB 426 PG 744


DB 227 PG 180

DB 364 PG 651

EIP

S

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)


POPLIN R

D. (S

R-15

08)

5/28/99


HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

6 45340.3.14

05-

AU

G-2015 11:0

1S:\

DD

C\

RD

Y\

Union\rocky river_poplin_roundabout\

PR

OF\rocky river_poplin_uc1_pfl.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

633.4

2

PI = 15+20.35

EL = 633.18’

(-)0.2451% (-)2.7536%

VC = 130’

629.6

6

10 11 12 13 14 15 16

600

610

620

630

640

-L-

10 11 12 13 14 15 16

600

610

620

630

628.4

3

PI = 10+94.00

EL = 625.84’

(-)2.7520%(-)4.1042%

VC = 100’ PI = 12+36.00

EL = 620.02’

(-)4.1042%(-)2.0778%

VC = 175’

617.7

7

-L1-

5/28/99


HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

7 45340.3.14

05-

AU

G-2015 11:0

2S:\

DD

C\

RD

Y\


PR

OF\rocky river_poplin_uc1_pfl.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

628.4

2

PI = 16+78.46

EL = 629.76’

(+)1.5826% (-)1.6475%

VC = 139’

627.9

1

12 13 14 15 16 17

600

610

620

630

10 11 12 13 14 15 16 17 18

600

610

620

630

629.8

1

PI = 11+16.00

EL = 630.92’

(+)1.6111% (-)4.0273%

VC = 100’ PI = 12+52.00

EL = 625.44’

(-)4.0273%(-)2.4788%

VC = 125’

622.5

0

-Y-

-Y1-

DONALD HARWARD EROSION CONTROL DESIGNER

3028 LEVEL III-A CERTIFICATION #

S. M.

Bento

nLn.

IvahLee Way

Bruce Ct.


Idle

wild R

d

Lawyers Rd W

Lawyers Rd W

Stinso

n Hartis R

d

Circle Dr

Circle Dr

Friendly Baptist Church R

d

Kate R

d

E Lawyers Rd


d

Stinso

n Hartis R

d

Faith C

hurc

h R

d

Stinson H

artis R

d

Secrest S

hort C

ut R

d

Pin O

ak Dr

Oak S

prin

g R

d

Sutton Dr

Ridge

view Ln

Rid

ge R

d

Beverly Dr

Price Rd

Lander Benton R

d

Station Dr

3rd A

ve

Beverly DrO

akland Ave

Vance Pl

Moser Cir

Faith Ln

Moser C

ir

Reid Rd

Carol Ave

Stinson H

artis R

d

Beverly Dr

Courtla

nd St

Moser Cir

Woodhaven R

d

Carol Ave

Faith Chu

rch Rd

Ginger Ln

Courtland S

t

Friendly

Baptist Church

Rd

Rid

ge R

d

Benton Acres Dr

Grace Ct

Conifer Cir

Stin

son H

artis R

d

Mother Teresa Dr

Etheridge St

N R

ocky River

Rd

Poplin Rd

Woodhaven L

n

Kennedy Dr

Lander B

ento

n R

d

3rd A

ve


d

Conifer

Cir

Brittany Ct

Rose Dr

2nd A

ve

West St

Unionville In

dian Trail Rd

W

Rose Dr

Alden St

Mimosa St

1st A

ve

Younts R

d

Bro

wn Ln

Creft C

ir

Hartis R

d

Creft Cir

Secre

st Short C

ut R

d

Conifer Cir

Paula Ln

Conifer Cir

Woodla

wn Ln

E Unionville-Indian Trail Rd

Lake P

ark R

d

Creft C

ir

Poplin Rd

Meeting St

Creft Cir

Creft CirWoo

dhaven Ln

Maness D

r

Alden St

Ruth St

N R

ocky River

Rd

Wampum Dr

Bauco

m H

elms Dr

Woodla

wn Ln

Alden St

Creft C

ir

Ruth St B

alsa

m St

Faith C

hurch R

d

Woo

dhaven Ln

Wikiup D

r

Sanctuary Ln

Poplin R

d

Fennell St

Frost Ct

Ridge R

d

Younts R

d

Guess St

Creft C

ir

Maness Dr

Kenm

ore Ln Frederick St

Rocky Pine Ct

Conifer Cir

Brow

n Ln

Wampum Dr

Mayh

urst D

r

Wikiup D

r

Creft C

ir

Olsen Ln

Poplin Rd

Kristofer Dr

Granite Ct

Loga

n Cir

Creft Cir

E C J Tho

mas Rd

Queen St

Creft Cir

Denis

e Dr Hoover Ave

Iris St

Vine Ct

E C J Thomas

Rd

Arth

ur St

Secre

st Short C

ut R

d

Kenryan Dr

Esther St

Pennigar Rd

Duncan R

d

Faith C

hurc

h R

d

Pennigar Rd

Mam

moth O

aks Dr

Columbus Ln

Kenryan Dr

Union

ville I

ndian Tr

ail Rd WP

oplin R

d

Hard R

ock CtB

rooksto

ne Trl

Bro

oktre

e L

n

Rocky Meadow Way

Scott L

ong R

d

Poplin R

d

Union

ville In

dian Trail Rd

W

Vineyard Dr

Nia

gra Ct

Younts R

d

Braefield Dr

Bro

oksto

ne Trl

Bro

oktre

e L

n

Lake P

ark R

d

Faith C

hurc

h R

d

Sun Rose Ct

Alexis Dr

Nikkie PlAshton Ct

Unionville Indian Trail

Rd W

Baucom and Son Rd

Quail Hollow Ct

Compton Ct


Emerald Ln

Danbrooke Dr

Muscadine L

n

Bern

ard Sim

pson R

d

Arminius Ct

Chinkapin Ln

Dunca

n RdR

idge Rd

Wesley Ct

Secrest S

hort Cut R

d

Regency Dr

Plyler R

d

Parkland Dr

Farrington Dr

Goldenrod Ct

Penrose Ct

Crimson Wing DrTec

hnolog

y Dr

Ashe Croft Dr

Woodcreek Ct

W C J

Thomas

Rd

Southern Ginger Dr


Ambrose Ln

Vander L

n

Beaverbrook Dr

Poplin R

d

Croftwood Ln

White Cliffs Dr

Selway Dr

N R

ocky River

Rd

Creekside D

r

Heathrow Ct Spring Harve

st Dr

Armell Dr Swan Sea Ct

Brick Landing Dr

Asbury Dr

Vander L

n

Faith C

hurch R

d

Eugene Hobbs Rd

Prestwick Ln

Forest Dr

Creek Trail Rd

Highwood DrAs

bury

Dr

Chaney Rd

Loring Dr

Cottage Creek Rd

Cascade Dr

Windjammer DrTree Ridge Rd

Faith Church

Rd

Sardis Church

Rd

Trego Ln

Yaupon Ct

Martina Dr

Blackvine Dr

Manchester L

n

Blackvine Dr

Bern

ard Sim

pson R

d

Sustar D

r

Pressley D

r

Chaney RdW C J Thomas Rd

New Castle Ln

Oakwood L

n

Vagabond Dr

Blackvine Dr

Oakwood Ln

Oakdale Pl

Rosetta D

r

Runaway Cir

Ridge R

d

Burning Ridge Dr

Gumtree Rd

Size

more R

d

Woo

dcrest Pl

Sizemore Rd

Suburban L

n

Indigo R

un

Hillc

rest C

hurc

h R

d

Rosetta D

r

Barefoot Ln

Crosswinds Ct

Jim Cir

Sun Valley Pl

Carolina Manor Ct

Autumn Trace Ln

Cannon Dr

Sikes

Mill R

d

Sardis Church

Rd

N R

ocky River R

d

Fawnbrooke Dr

Coral Ridge Ln

Cannon D

r

Bridgeway Dr

Poplin R

d

Willis Long Rd

Winchester R

d

Haywoo

d Rd

Sleepy Hollow RdHe

lmsville Rd

East Fork Ln

Gray Fox Rd

Archie Hargette Rd

Haywood Rd

Radiator Rd

Secrest S

hort Cut R

d

Persimmon Ct

Poplin R

d

Orr R

d

Cha

mber

Dr

Starcrest Dr Starcrest DrTo

phill Rd

Bethel L

n

Hillcrest

Churc

h R

d

Myers Rd

Baucom

Rd

Tra

vis Ct.

Jacquelyne Dr

BrookforestLn

Rams Ct

Braefield Dr

Red Robin Ct

White Swan Ct

Babbling Brook

CtCrystal

Creek Ct

Trilliu

m Pl.

Galen

a Chas

e Dr.

Enderb

ury Dr

Enderb

ury Dr

Makin D

r

Onotoa

Dr

Cristobal Dr

Bikar

Dr

Ponapa Ct

McKean Rd

Banaba Ct

Mortlock Ct

Thicke

tty Pkw

y

%601

%74

74%601%

PROJECT

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 CAROLINA05-

AU

G-2015 11:0

7S:\

DD

C\

RD

Y\

Union\rocky river_poplin_roundabout\erosion\rocky river_poplin_erosion_titlesheet.d

gn

jdhar

ward

AT

D10

DIV

CA

D277126

0

0

0

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

TSD

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

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

W-5210N

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

DDC UNIT DIVISION 10


DEPARTMENT OF TRANSPORTATION

TIP: W

-5210

NP

ROJE

CT: 4

5340.3.14

2479

24802481

2479

24802481

1612

1531

1520

1527

1528

1558

1508

15141508

1577

1556

1509

1367

1501

1513

1514

1504

1504

1367

1529

1529

1613

1530

1550

1508

1665

1613

1367

2365

2356

2398

2399

1504

24532455

2454

2394

16201001

155015041508

151423602362

1001

1665

1613

1367

2712

2710

2709

2708

2707

2711

15011525

1562

1521

1520

15181501

1522

1522

1522

1580

1576

1566

1557

1557

1584

15871576

2343 1585

1519

1373

1418

1375

2511

1374

1417

15511377

1515

1516

1367

1515

1523

2368

1518

2394

262326242626

2629

2631

2352

26352636

2634

2637

2638

2632

2633

26272628

2630

24122414

2415

2421

2657

2658

2659

2660

2652

2656

2653

2655

1501

1518

2654

2433

2432

1367

1520

2634

1009

2625

2623

2622

1551

2412

2415

24592460

2461

2462

2394

2865

2873

2874

2875

2876

2877

2878

2872

2431

2413

2350

1517

1561

2454

2483

2484

2888

3000

2499

2498

2495

2497

2494

2494

2493

2496

2496

30023003

3027

3028

3014

3017

3015

30163023

3019

3022

3018

30213025

30243020

30333035 3033

3033

1518

3026

3037

30383039

3040

3045

3041

3043

3042

3044

3036

3038

3036

2735

3323

-Y-

-Y-

-L-

-L-

-Y1-

-Y1-

-Y1-

-L1-

PI Sta 13+32.28

D

L = 239.32’

T = 119.70’

R = 3,715.00’

PI Sta 15+52.15

D

L = 196.46’

T = 100.25’

R = 400.00’

PT Sta.

16+48.36 -

L-

PCC Sta. 14+51.90 -L-

PC Sta. 12+12.58 -L-

PI Sta 12+09.87

D

L = 416.74’

T = 209.87’

R = 1,425.00’

PI Sta 16+99.96

D

L = 185.08’

T = 94.23’

R = 400.00’

PC Sta. 10

+00.0

0 -

Y-

PT

Sta. 14

+16.7

4 -

Y-

PC Sta. 16

+05.73 -

Y-

PT Sta. 17

+90.81 -

Y-

PI Sta 10+95.62

D

L = 187.71’

T = 95.62’

R = 400.00’

PC Sta.

10+00.00 -

L1-

PCC Sta. 11+87.71 -L1-

PI Sta 11+72.94

D

L = 103.61’

T = 52.94’

R = 205.00’

PI Sta 12+80.64

D

L = 113.83’

T = 57.03’

R = 730.00’

PI Sta 13+90.21

D

L = 105.53’

T = 52.77’

R = 2,650.00’

POT Sta. 10+

00.00 -

Y1-

PC

Sta. 11+20.00 -

Y1-

PRC Sta. 12

+23.61 -

Y1-

PRC

Sta. 13+

37.44 -Y1-

PT

Sta. 14

+42.96 -Y1-

D

D24’

15+20.73

RESURFACING

BEGIN

D

DD

D21’

24’

DD

15+20.77

D D24’

DD24’

RESURFACING

END

RESURFACING

END

d

d24’

13+55

d

d23.5’

d

d65’

d

d18’

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

3-2015

RWB




DB 1207 PG 828


DB 962 PG 357

GRADY L. SUTTON

DB 5935 PG 692


DB 4794 PG 212


DB 4678 PG 566

TAMMY H. HASTY

DB 5491 PG 86


DB 1978 PG 583

VIRGINIA P. STRINGERWILLIAM J. PARKER AND

DB 197 PG 104

LUCILLE G. HASTY

DB 815 PG 652


DB 154 PG 418



60.0

0’

EXISTING R/W

EXISTING R/W

60.0

0’

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

15"

RC

P

12" C

MP

10" C

MPGR

BST

GR

15" R

CP

GR

GR

GR

GR

CO

NC

GR CANOPY

MTL

TANKA/G

GR

15" RCP

S

HTL

2SWD

HT

L

CONC

TANKA/G

SILOMTL

S

CO

NC

FIELDPLANTED

FIELDPLANTED

60.00’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

1.5SBKD

CONC

GR

GR

FIELDPLANTED

FIELDPLANTED

15"

RC

P

15"

RC

P

6" CLAY

W

W

W

DB 426 PG 744


DB 227 PG 180

DB 364 PG 651

6" PLASTIC

6" PLASTIC

8"

Pla

stic

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)


POPLIN R

D. (S

R-15

08)

1

2

3

4

6

5

18" RC

P-IV

15"

EC-2

IN FIELD AS DIRECTED BY THE ENGINEER.

EROSION CONTROL MEASURES MAY BE CHANGED,

14+01

BEGIN RESURFACING

D

D24’

D

D24’

d

d24’

23’

24’d

d

45340.3.14

C

C

C

C

C

F

F

F

F

F F

F

F

F

F

F

C

CF

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




14+26

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)


POPLIN R

D. (S

R-15

08)

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)


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


BEGIN TA TI

MARKINGS

PAVEMENT

TIE TO EXIST.

15+21

10.5’10.5’

12’

12’

16+06

T17

T17

T17

T17

UN

UN

UN

UN

16+97

TB

END

BEGIN

TI

16+16

d

d

14.7’

TA

TA

TA

TA

BEGIN TA TI

MARKINGS

PAVEMENT

TIE TO EXIST.

14+01

14+73

12’12’

15+53

TB

END

BEGIN

TI

dd

14.7’

TB

TB

TA TI

MARKINGS

PAVEMENT

TIE TO EXIST.

15+21

END

9’9’

14+96

12’12’

13+71

12’12’

13+71

11+16

TI

END

BEGIN

TB

TA TI

MARKINGS

PAVEMENT

TIE TO EXIST.

13+55

END

12’12’11+86

dd14.7’

d

d18’

11+06

TI

END

BEGIN

TB

13+30

11.75’11.75’

N

RO

CK

Y RIV

ER

RD. (S

R-15

14)

3/2015

PMP-1

12’12’

11.5’11.5’

45340.3.14

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

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PROJ. REFERENCE NO. SHEET NO.0

630 630

635 635

640 640

645 645

625 625

14+25.00

630 630

635 635

640 640

645 645

625 625

14+50.00

630 630

635 635

640 640

645 645

625 625

14+75.00

630 630

635 635

640 640

645 645

625 62515+00.00

X-1

-L-

2.5 5

45340.3.14

0.040 S.S. 632.822:12:1

631.62

2:1

S.S. 636.76

0.030S.S. 632.93

632.89

2:12:1

631.17

2:1

S.S. 638.56

0.020S.S. 632.88

632.78

2:12:1

630.69

2:1

S.S. 639.53

0.010S.S. 632.52

632.34

2:10.0202:1

630.47

2:1

S.S. 639.31

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

05-

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630 630

635 635

640 640

645 645

625 62515+25.00

630 630

635 635

640 640

645 645

625 62515+50.00

630 630

635 635

640 640

625 62515+75.00

625 625

630 630

635 635

640 640

620 620

16+00.00

X-2

-L-

2.5 5

45340.3.14

0.020 0.000S.S. 632.07

631.61

2:12:1

630.08

2:1

S.S. 638.35

0.020 0.019 S.S. 631.44

630.70

2:12:1

629.59

2:1

S.S. 637.22

0.020 0.0202:1

629.00

2:1

S.S. 635.43

2:1

S.S. 633.34

628.22

2:1 0.020

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

05-

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D277126

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625 625

630 630

620 620

10+50.00

625 625

630 630

620 620

10+75.00

625 625

630 630

620 62011+00.00

625 625

630 630

620 62011+25.00

620 620

625 625

630 630

615 615

11+50.00

620 620

625 625

630 630

615 615

11+75.00

X-3

-L1-

2.5 5

45340.3.14

0.020

S.S. 624.142:1

0.020

S.S. 623.032:1

2:1S.S. 624.17 2:1

0.0200.020

S.S. 621.39

2:1

0.020

S.S. 620.23

0.0202:1S.S. 623.11

2:1

0.020

S.S. 619.38

0.0202:1

S.S. 622.22

2:1

0.020

S.S. 618.67

0.0202:1

S.S. 621.39

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

05-

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DD

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XS


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AT

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DIV

CA

D277126

8/23/99


615 615

620 620

625 625

610 610

12+00.00

615 615

620 620

625 625

610 610

12+25.00

615 615

620 620

625 625

610 610

12+50.00

615 615

620 620

625 625

610 61012+75.00

615 615

620 620

625 625

610 61013+00.00

X-4

-L1-

2.5 5

45340.3.14

2:1

0.020

S.S. 618.59

0.0202:1S.S. 620.70

617.88

2:1

0.020

S.S. 617.83

0.0202:1S.S. 620.01

616.79

2:1

0.020

S.S. 617.06

0.0202:1

S.S. 619.32

615.99

2:1

0.020

S.S. 616.12

0.0202:1S.S. 618.67

615.16

2:1 S.S. 615.592:1S.S. 618.18 0.015 0.025

614.57

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X-5

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2.5 5

45340.3.14

2:1 S.S. 615.33

S.S. 617.74 0.015 0.035

614.05

613.45

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X-6

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2.5 5

45340.3.14

625.35626.66

625.69627.07

2:1

S.S. 626.46

625.93

2:10.0040.049

627.43

S.S. 627.54

2:1

S.S. 626.83

626.23

2:10.0060.052

627.80

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X-7

-Y-

2.5 5

45340.3.14

2:1

S.S. 627.15

626.73

2:10.0080.04

S.S. 628.18

628.17

S.S. 627.480.0080.04

S.S. 628.49

628.48

2:1

S.S. 627.750.02 0.02

DRIVEWAY

2:1

S.S. 627.572:1

S.S. 629.810.02 0.02 2:

1

627.56

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X-8

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2.5 5

45340.3.14

S.S. 629.58

625.86

2:1 2:1

2:1

S.S. 627.210.02 0.02

2:1

S.S. 626.780.02

2:1

S.S. 626.460.02

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X-9

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2.5 5

45340.3.14

2:1

S.S. 627.60 0.020 0.020S.S. 628.50

2:1

2:1

S.S. 627.630.020 0.020 S.S. 627.252:1

0.020 0.020 S.S. 626.232:12:1S.S. 627.41

0.020 0.020S.S. 626.882:12:

1S.S. 627.48

625.65

0.0202:1

S.S. 627.502:1 S.S. 626.542:1

0.018

625.26

627.31

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X-10

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2.5 5

45340.3.14

0.0202:1S.S. 626.57

626.31

2:1 S.S. 626.062:10.008

625.01

0.0202:1S.S. 625.46

625.37

2:1 S.S. 625.562:10.002

624.57

0.0202:1S.S. 624.73

624.51

2:1 S.S. 624.912:10.012

623.98

0.0202:1

S.S. 623.77

623.73

2:1S.S. 623.78

623.75

2:10.018

0.0202:1S.S. 623.14

623.03

2:1S.S. 623.39

623.17

2:10.008

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X-11

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2.5 5

45340.3.14

0.0202:1S.S. 622.66

622.33

S.S. 622.74

622.62

2:10.002

0.0202:1

S.S. 621.82

621.45

S.S. 622.05

621.88

2:10.012

S.S. 621.41

621.23

2:1DRIVEWAY

S.S. 620.83

620.64

2:12:1S.S. 620.33

620.08

S.S. 620.18

620.13

2:12:1S.S. 620.38

619.87

619.15

2:1S.S. 620.02

619.52

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X-12

-Y1-

2.5 5

45340.3.14

2:1S.S. 619.59

618.96

DRIVEWAY

618.56618.31

union county - ncdot 10... · 9/9/2015 · lc re s c u rc h r r o a ke ch urc hr d roanoke church...

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