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STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.

13-OCT-2016 16:40S:\DDC\RDY\Union\NC522\tsh\NC522_uc9_tsh.dgndlsimpson AT D10DIVCAD279827

SHEET

1P

ROJE

CT:

DIVISION OF HIGHWAYS

STATE OF NORTH CAROLINA

DATE

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

APPROVED BY

DDC ENGINEER

DE

PA

RT

ME

NT OF TRANS

PO

RT

ATI

ON

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

GH

WA

YS

D

IVISIO N

10

DI

VISIO

N

DESIGN CONST

RU

C

T

UNIT

GRAPHIC SCALES


DIVISION OF HIGHWAYSTIP:

W-5601A

E

PLANS

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

0

0

0

RANDY BOWERS

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

NC 522 FROM THE SC STATELINE TO TRINITY CHURCH ROAD (SR-2166)

50138.3.FR32

50138.3.FR32 1.65LENGTH OF ROADWAY PROJECT = MILES

1.65

UNION COUNTY

1.0

0

.67

.66

.76

1.42

.45

.83

.42

.82

.22

.46 .24

.43

1.9

6

Pros

pect

Rd

Tom Starnes Rd

Prospect R

d

Carl B

elk R

d

To

m Greene R

d

Carl B

elk R

d

Trinity Church Rd

To

m Greene R

d

Potter R

d S

Tom Greene R

d

Potter Rd S

.14

.14

.13

.23

.13

Prospect Pointe Dr.

Marble Clay Ct.

Antler View Ct.

NORTH CAROLINA

UNION COUNTY

SOUTH CAROLINA

BEGIN PROJECT

END PROJECT

DOANLD HARWARD

OLD MONTGOMERY PLACE ROAD (SR-2165)

TRINITY CHURCH ROAD (SR-2166)

Trinity Church Rd (SR-2166)

Old Montgomery Place Rd (SR-2165)

Tom

Gree

ne Rd (

SR-11

29)

GRADING, DRAINAGE, PAVING, AND THERMOPLASTIC PAVEMENT MARKINGS

HSIP-0522(5)

HSIP-0522(5)

HSIP-0522(5)

NC 522

NC 522

NC 522

10+00

96+97

RESURFACING

END

VICINITY MAP NOT TO SCALE

AT THE STATELINE

RESURFACING

BEGIN

5013

8.3.32

50138.3.32

50138.1.32

50138.2.32

50138.3.32

DESCRIBED IN THE NCDOT STANDARD DRAWINGS

THE LIMITS ESTABLISHED BY METHOD II AS

CLEARING ON THIS PROJECT SHALL BE TO

Tom Starnes Rd (SR-1128)

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

DESIGN DATAPrepared in the Office of:

PROJECT LENGTH DIVISION OF HIGHWAYSDIVISION TEN

DIVISION DESIGN / CONSTRUCT UNIT

1131

1130

2165

1130

2168

2169

1131

2166

3100

3102

3101

3100

2012 STANDARD SPECIFICATIONS

(522

(522

522(

November 16, 2016

10/19/2016

30°-35° SLOPE

VARIESSURFACE COURSE

ASPHALT CONCRETE

SAFETY EDGE

MATERIAL

SHOULDER30°-35° SLOPE

VARIESSURFACE COURSE

ASPHALT CONCRETE

SAFETY EDGE

MATERIAL

SHOULDER

BASE COURSE

ASPHALT CONCRETE

VARIES

2’-6’

WIDENING

2’

EXISTING PAVEMENT

SHOULDER WEDGE DETAIL

2

PAVEMENT SCHEDULE

C1

EARTH MATERIAL

RATE OF 168 LBS. PER SQ. YD.

STATE

N.C.

PROJECT NO. SHEET NO.SHEETS

TOTAL

REVISIONSSCALE

DATE

DWG. BY

DESIGN BY

APPROVED

DE

PA

RT

M

EN

TOF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTHC

AR

OLI

NA

DI

VI

S

IO

NO F

HI

G

HW

AY

S

D

IVISIO N

1

0

DIVISIO

N

DESIGN CONST

RU

C

T

UNIT

-NA-

E1

T

EXISTING PAVEMENT

VAR.T

C1

E1

2:12:

1

HIN

GE

POIN

T

FO

R

CU

TS

�"/FT �"/FT

VAR.

CL

THIS LINE

GRADE TO

T

2:1

TYPICAL SECTION NO. 2

STA. 10+25.00 TO 96+72.00 -L-

0’-2’ 0’-2’9.5"

VAR. VAR.

9.5"

E1

DLS

JDH

RWB

50138.3.32

EXISTING PAVEMENT

T

C1

2:12:

1

HIN

GE

POIN

T

FO

R

CU

TS

�"/FT �"/FT

CL

T

2:1

TYPICAL SECTION NO. 1

STA. 10+00.00 TO 10+25.00 -L-

VAR. VAR.

STA. 96+72.00 TO 96+97.00 -L-

2’-4’

VAR.

2’-4’

VAR. VAR.

VAR.

2’-4’ 2’-4’

VAR.VAR.

F.A. PROJECT NO.

10/15

TO TRINTY CHURCH ROAD (SR-2166)

NC 522 FROM THE SC STATELINE

WIDENING 2’ EACH SIDE AND RESURFACING

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

9’-11’9’-11’

9’-11’ 9’-11’

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

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

AREA AREA

REMAININGEASE.

CONST.TOTAL

ACREAGE TAKEN

PROPERTY OWNERS NAMES

NO.

RIGHT OF WAY AREA DATA

PARCEL

1

TEMP.

2962 S.F.

3136 S.F.

RODGER GERALD LONG

CURTIS WAYNE STARNES & WF JIMMIE LAN

CURTIS W. STARNES & WF JIMMIE L STARNES

DONNIE SMITH LEDBETTER

HARRY W WOOD 392 S.F.

RICKY D MORRISON & WF SARAH J 784 S.F.

EMERSON BROWN MCBRIDE 305 S.F.

218 S.F.

261 S.F.4

5

6

7

8

3

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

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

ABBREVIATIONS12-

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Union\

NC522\su

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CA

D279827

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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:

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.

12-

OC

T-2016 16:3

2S:\

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RD

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Union\

NC522\su

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NC522_uc9_su

m.d

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D279827

SHEET NO.PROJECT REFERENCE NO.

TO

P ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

SLO

PE C

RITIC

AL

OTHERWISE)

NOTED

(UNLESS

STD. 838.80

OR

STD. 838.11

STD. 838.01,C.B.

N.D.I.

D.I.

J.B.

M.H.

CATCH BASIN

NARROW DROP INLET

DROP INLET

JUNCTION BOX

MANHOLE

TRAFFIC BEARING DROP INLETT.B.D.I.

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

G.D.I. GRATED DROP INLET

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

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

DR

OP IN

LET

CA

TC

H

BASIN

SEC

TIO

N

TR

AN

SITIO

NA

L

CO

NC

RETE

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

DRAINAGE PIPE

CO

RR. STEEL ELB

OW

S

NO.

& SIZ

E

CO

NC.

CO

LLA

RS C

L. "B" C.Y. STD 840.7

2

CO

NC.

&

BRIC

K PIP

E PLU

G,

C.Y. STD. 840.7

1

PIP

E RE

MO

VA

L LIN.F

T.

DO

NO

T U

SE RC

P

DO

NO

T U

SE C

SP

DO

NO

T U

SE C

AAP

DO

NO

T U

SE

HD

PE

C.S. PIPE

15" 18" 24"

.064

.064

.064

.064

(CLASS III)

R.C. PIPE

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

**" R.

C. PIP

E (C

LASS

V)

**" R.

C. PIP

E C

ULVERTS,

CO

NTR

AC

TO

R

DESIG

N

PIP

E

**" R.

C. PIP

E C

ULVERTS,

CO

NTR

AC

TO

R

DESIG

N

PIP

E

15" SID

E

DR

AIN

PIP

E

18" SID

E

DR

AIN

PIP

E

(CLASS IV)

R.C. PIPE

SUB-REGIONAL & REGIONALSee "Standard Specifications For Roads and Structures, Section 300-5".

RT

TOTAL

50138.3.32

4’

4’

4’ 4’

RT

671.74

17+73.58 -L-

45+52.40 -L-

0.5526

0.7640

401

401 402

652.15

601

601 602

1.3166

INSTALL PIPE COLLAR

EXTEND 24" RCP

INSTALL PIPE COLLAR

EXTEND 36" RCP

DLS 10-11-16

NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.

JDH 10-11-16

2 LINDA B LONG 6.605 AC 0.037 AC 6.568 AC

ST

A. 2

3+00

MAT

CH

LIN

E S

EE S

HE

ET 5

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

4

TO TRINITY CHURCH ROAD (SR-2166)



F.A. PROJECT NO.

50138.3.32

10+00

10+25

TAPER

BEGIN

11+35

BEGIN 2’ WIDENING

END TAPER

STATE LINE

SOUTH CAROLINA

RESURFACING

BEGIN

D

L = 373.56’

T = 189.28’

R = 940.00’

10

15

20

PC Sta. 15

+57.5

2 -

L-

PO

T

Sta. 10

+00.0

0 -

L-

PI Sta 17+46.79 -L-

PT Sta. 19

+31.08 -

L-

15" HDPE

24"

RC

P

NC 522

NC 522

T

HH

CONC.

CONC.

CONC.

12+00 -L-

25’ RT14+00 -L-

33’ RT16+46 -L-

31’ RT17+32 -L-

25’ RT

19+34 -L-

25’ RT

20+00 -L-

31’ RT

20+51 -L-

29’ RT

20+85 -L-

25’ RT 21+21 -L-

25’ RT21+62 -L-

25’ RT21+49 -L-

28’ RT

1

4

3

DB 6103 PG 188

FRANKLIN W HOWEY, JR.

DB 5176 PG 41

RODGER GERALD LONG

DB ???? PG ???

LINDA B LONG

DB 126 PG 167


DB ???? PG ???

WF JIMMIE LAN

AND

CURTIS WAYNE STARNES

50.0

0’

50.0

0’

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

4’ OF 24" RCP-III

COLLAR AND EXTEND

401

402

F

F

F

F

F

F

F

F

FF

FF

F

F

F F

FF

C

CC C C C

C

F

ST

A. 2

3+00

MAT

CH

LIN

E S

EE S

HE

ET 4

ST

A. 3

7+50

MA

TC

HLIN

E

SE

E

SH

EE

T 6

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

5



WIDENING 2’ ON EACH SIDE AND RESURFACING

F.A. PROJECT NO.

50138.3.32

5

5

DB ???? PG ???

WAYNE CURTIS STARNES & JIMMIE L STARNES

DB ???? PG ???

JIMMIE S STARNES

DB 4979 PG 275

WAYNE CURTIS STARNES ET AL

DB ???? PG ???


DB ???? PG ???


DB 4687 PG 900

BOBBY RAY MORRISON

DB CS15 PG 275

HARRY W HOOD

50.0

0’

50.0

0’

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

D

L = 170.42’

T = 85.47’

R = 895.00’

D

L = 161.33’

T = 80.96’

R = 770.00’

25

30

35

PI Sta 28+08.95 -L-

PC Sta. 27+23.48 -

L-

PC

C Sta. 28+93.9

0 -

L-

PT

Sta. 30+55.2

3 -

L-

PI Sta 29+74.86 -L-

HH

60"

RC

P

15" RCP

15" RCP

15" HDPE

18"

RCP

NC 522

NC 522

TT

32.00 RT

26+30 -L-

25’ RT

27+00 -L-

30’ RT

28+50 -L-

29+10 -L-

25’ RT30+37 -L-

25’ RT

30+58 -L-

29’ RT32+94 -L-

31’ RT

35+00 -L-

27’ RT

35+15 -L-

25’ RT

35+15 -L-

32’ LT

34+95 -L-

25’ LT

35+16.68 -L-

32.09’ LT

FF

FF

FF

FF

F

F

F

F

F

F

F

ST

A. 3

7+50

MA

TC

HLIN

E

SE

E

SH

EE

T 5

ST

A. 5

2+00

MA

TC

HLIN

E

SE

E

SH

EE

T 7

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

6




F.A. PROJECT NO. HSIP-0522(5)

4’ OF 36" RCP-lll

COLLAR AND EXTEND

50138.3.32

D

L = 65.26’

T = 32.64’

R = 1,850.00’

D

L = 358.43’

T = 179.22’

R = 20,090.00’

40

45

50

PI Sta 39+78.73 -L-

PC Sta. 39+46.0

9 -

L-

PC

C Sta. 40+11.3

6 -

L-

PI Sta 41+90.57 -L- PT

Sta. 43

+69.7

8 -

L-

42"

RCP

42"

RCP

15" RCP

36" R

CP

24" CMP

NC 522

NC 522

15" CMP

T HH

HH

T PAVED25’ LT

49+66 -L-

50+00 -L-

33’ LT51+00 -L-

30’ LT 51+05 -L-

25’ LT

7

LARRY RICHARDSON ET ALDB 6291 PG 106

DB 5676 PG 680

RAY T COOK & VIOLET T COOK

DB 5581 PG 173

MICHAEL D MORRISON

DB 6291 PG 106

LARRY RICHARDSON ET AL

DB CS15 PG 275

HARRY W WOOD

DB 5676 PG 680


DB ???? PG ???

ELEASE BLAKNEY

DB ???? PG ???

RICKY D MORRISON & WF SARAH J

DB ???? PG ???

RICKY D MORRISON & SARAH J MORRISON DB 1529 PG 297

DONALD JOSEPH FINCH, SR. & BETTIE WEIR FINCH

50.0

0’ 50.0

0’

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

DB CS15 PG 275

HARRY W WOOD

4’ OF 36" RCP-lll

COLLAR AND EXTEND

601

602

FF

F

ST

A. 5

2+00

MA

TC

HLIN

E

SE

E

SH

EE

T 6

ST

A. 6

5+50

MA

TC

HLIN

E

SE

E

SH

EE

T 8

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

7


50138.3.32




8

DB 1529 PG 297

DONALD JOSEPH FINCH, SR. & BETTIE WEIR FINCHDB 3437 PG 434

ALLEN J PRICE & ELAINE A PRICE

DB ???? PG ???

EMERSON BROWN MCBRIDE

DB ???? PG ???

BILLY RAY NEWELL & DONNA LYNN NEWELL

DB 5509 PG 710

WAYNE MCBRIDE

DB ???? PG ???

TOMMY J PATTERSON & CAROLYN D PATTERSON

50.0

0’

50.0

0’

EXISTING R/W

EXISTING R/WEXISTING R/W

EXISTING R/W

57+12 -L-

25’ LT

30’ LT

57+50 -L- 57+74 -L-

30’ LT

58+12 -L-

25’ LT

18" R

CP

18" CMP18" CMP18" RCP

18" R

CP

15" RCP

NC 522 NC 522

18" R

CP

T CT

TC T

15" RCP

PAVED

OL

D

MO

NT

GO

ME

RY P

LA

CE

RO

AD (S

R-216

5)

55

60

65

RESURFACING

END

F

ST

A. 7

8+00

MAT

CH

LIN

E

SE

E

SH

EE

T 9

ST

A. 6

5+50

MA

TC

HLIN

E

SE

E

SH

EE

T 7

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

8





50138.3.32

D

L = 271.02’

T = 136.16’

R = 1,135.00’

65

70

75

PI Sta 68+93.48 -L-

PC Sta. 67+57.3

2 -

L-

PT Sta. 7

0+28.3

4 -

L-

HH

HH

15" RCP

18" R

CP

15" RCP

15" RCP

NC 522

NC 522

12" HDPE

HH

T

T

T

T

C

DB 1941 PG 357

JERRY WAYNE MCBRIDE

DB 1238 PG 711

C H MCBRIDE

DB ???? PG ???

C H MCBRIDE JR

DB 1941 PG 357

JERRY WAYNE MCBRIDE

DB 1238 PG 713

CAROLYN D PATTERSON

AND

TOMMY J PATTERSON

50.0

0’

50.0

0’

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

ST

A. 7

8+00

MAT

CH

LIN

E

SE

E

SH

EE

T 8

ST

A. 9

0+00

MAT

CH

LIN

E

SE

E

SH

EE

T 10

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

9


50138.3.32




DB ???? PG ???

HOBERT CLINTON MCBRIDE

DB 4784 PG 383

KELLY A NORTHCUTT

DB ???? PG ???

JERRY WAYNE MCBRIDE

DB ???? PG ???

ELLEN G DORIS CROOK

50.0

0’

EXISTING R/W

EXISTING R/W

50.0

0’

EXISTING R/W

EXISTING R/W

15" RCP

12" RCP

15" RCP

12" RCP

18" R

CP

18" RCP

NC 522

NC 522

T C

C

CONC.

80

85

90

F

ST

A. 9

0+00

MAT

CH

LIN

E

SE

E

SH

EE

T 9

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

10





50138.3.32

RESURFACING

END

96+97

96+72

95+62

RESURFACING

END

END 2’ WIDENING

BEGIN TAPER

TAPER

END

D

L = 176.24’

T = 88.13’

R = 4,595.00’

90

95

PC Sta. 9

5+21.17 -

L-

PT Sta. 9

6+97.4

1 -L-

PI Sta 96+09.31 -L-

DB 4941 PG 830

RALPH EUGENE BAUCOM AND SHIRLEY P BAUCOM

DB 5832 PG 329

POPLAR HILL CAPITAL

DB 0978 PG 0822

DEBORAH ANN HOLMES

AND

DR RICHARD M HOLMES

DB 0978 PG 0822

DEBORAH ANN HOLMES

AND

DR RICHARD M HOLMES50.0

0’

50.0

0’

EXISTIN

G R/W

EXISTIN

G R/W

EXISTING R/W

EXISTING R/W

15" CMP

15" HDPE

36" C

MP

NC 522

NC 522

TRINIT

Y C

HU

RC

H

RO

AD (S

R-216

6)

F

F

F

DONALD HARWARD EROSION CONTROL DESIGNER

3028 LEVEL III-A CERTIFICATION #

50138.3.32

1.00

.67

.66

.76

1.4

2

.45

.83

.42

.82

.22

.46

.24

.43

1.96

Pros

pect

Rd

Tom Starnes Rd

Prospect R

d

Carl B

elk R

d

To

m Greene R

d

Carl B

elk R

d

Trinity Church Rd

To

m Greene R

d

Potter R

d S

Tom Greene R

d

Potter Rd S

.14

.14

.13

.23

.13

Prospect Pointe Dr.

Marble Clay Ct.

Antler View Ct.

UNION COUNTYNORTH CAROLINASOUTH CAROLINA

VICINITY MAP NOT TO SCALE

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 CAROLINA11-

OC

T-2016 16:0

9S:\

DD

C\

RD

Y\

Union\

NC522\erosion\

NC522_uc9_erosion title sheet.d

gn

dlsi

mpson

AT

D10

DIV

CA

D279827

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

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

BEGIN PROJECT

END PROJECT

TIP:

W-5601A

EP

ROJE

CT: 5013

8.3.32

Tom Starnes Rd (SR-1128)

Trinity Church Rd (SR-2166)

Old Montgomery Place Rd (SR-2165)

Tom

Gree

ne Rd (

SR-11

29)

1131

1130

2165

1130

2168

2169

1131

2166

3100

3102

3101

3100

(522

(522

522(

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB




4’ OF 24" RCP-III

COLLAR AND EXTEND

1

DB 6103 PG 188

FRANKLIN W HOWEY, JR.

DB 5176 PG 41

RODGER GERALD LONG

DB ???? PG ???

LINDA B LONG

DB 126 PG 167


DB ???? PG ???

WF JIMMIE LAN

AND

CURTIS WAYNE STARNES 15" HDPE

24"

RC

P

NC 522

NC 522

10+00

10+25

TAPER

BEGIN

11+35

BEGIN 2’ WIDENING

END TAPER

STATE LINE

SOUTH CAROLINA

RESURFACING

BEGIN

EC-2


IN FIELD AS DIRECTED BY THE ENGINEER.

EROSION CONTROL MEASURES MAY BE CHANGED,

ST

A. 2

3+00

MAT

CH

LIN

E S

EE S

HE

ET

EC-3

HH

T

50138.3.32

11

3

4

EXISTING R/W

50.0

0’

EXISTING R/W

EXISTING R/W50.0

0’

EXISTING R/W

CONC.

CONC.

CONC.

D

L = 373.56’

T = 189.28’

R = 940.00’

10

15

20

PC Sta. 15

+57.5

2 -

L-

PO

T

Sta. 10

+00.0

0 -

L-

PI Sta 17+46.79 -L-

PT Sta. 19

+31.08 -

L-

4’ OF 24" RCP-III

COLLAR AND EXTEND

401

402

F

F

F

F

F

F

F

F

FF

FF

F

F

F F

FF

C

CC C C C

C

F

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB



WIDENING 2’ ON EACH SIDE AND RESURFACING

DB ???? PG ???

JIMMIE S STARNES

DB 4979 PG 275

WAYNE CURTIS STARNES ET AL

DB ???? PG ???


DB ???? PG ???


DB 4687 PG 900

BOBBY RAY MORRISON

HH

60"

RC

P

15" RCP

15" RCP

15" HDPE

18"

RCP

NC 522

NC 522

EC-3

F.A. PROJECT NO. HISP-0522(5)



ST

A. 2

3+00

MAT

CH

LIN

E S

EE S

HE

ET

EC-2

ST

A. 3

7+50

MA

TC

HLIN

E

SE

E

SH

EE

T

EC-4

TT

50138.3.32

5

5

EXISTING R/W

50.0

0’

EXISTING R/W

50.0

0’

EXISTING R/W

50.0

0’

EXISTING R/W

D

L = 170.42’

T = 85.47’

R = 895.00’

D

L = 161.33’

T = 80.96’

R = 770.00’

25

30

35

PI Sta 28+08.95 -L-

PC Sta. 27+23.48 -

L-

PC

C Sta. 28+93.9

0 -

L-

PT

Sta. 30+55.2

3 -

L-

PI Sta 29+74.86 -L-

FF

FF

FF

FF

F

F

F

F

F

F

F

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB




LARRY RICHARDSON ET ALDB 6291 PG 106

DB 5676 PG 680


DB 5581 PG 173

MICHAEL D MORRISON

DB 6291 PG 106

LARRY RICHARDSON ET AL

DB CS15 PG 275

HARRY W WOOD

DB 5676 PG 680


DB ???? PG ???

ELEASE BLAKNEY

DB ???? PG ???

RICKY D MORRISON & WF SARAH J

DB ???? PG ???

RICKY D MORRISON & SARAH J MORRISON

42"

RCP

42"

RCP

15" RCP

36" R

CP

24" CMP

NC 522

NC 522

EC-4




15" CMP

4’ OF 36" RCP-lll

COLLAR AND EXTEND

ST

A. 3

7+50

MA

TC

HLIN

E

SE

E

SH

EE

T

EC-3

ST

A. 5

2+00

MA

TC

HLIN

E

SE

E

SH

EE

T

EC-5

HH

T

50138.3.32

EXISTING R/W

50.0

0’

EXISTING R/W

6

7

EXISTING R/W

50.0

0’

EXISTING R/W

PAVED

D

L = 65.26’

T = 32.64’

R = 1,850.00’

D

L = 358.43’

T = 179.22’

R = 20,090.00’

40

45

50

PI Sta 39+78.73 -L-

PC Sta. 39+46.0

9 -

L-

PC

C Sta. 40+11.3

6 -

L-

PI Sta 41+90.57 -L- PT

Sta. 43

+69.7

8 -

L-

4’ OF 36" RCP-lll

COLLAR AND EXTEND

601

602

FF

F

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

EC-5

DB 3437 PG 434

ALLEN J PRICE & ELAINE A PRICE

DB ???? PG ???

EMERSON BROWN MCBRIDE

DB ???? PG ???

BILLY RAY NEWELL & DONNA LYNN NEWELL

DB 5509 PG 710

WAYNE MCBRIDE

DB ???? PG ???

TOMMY J PATTERSON & CAROLYN D PATTERSON

18" R

CP

18" CMP18" CMP18" RCP

18" R

CP

15" RCP

NC 522 NC 522

RESURFACING

END




18" R

CP

ST

A. 6

5+50

MA

TC

HLIN

E

SE

E

SH

EE

T

EC-6

ST

A. 5

2+00

MA

TC

HLIN

E

SE

E

SH

EE

T

EC-4

TC

T CT

T

50138.3.32

15" RCP

CONC.

PAVED

EXISTING R/W

EXISTING R/W

50.0

0’

EXISTING R/W

50.0

0’

EXISTING R/W

8




OL

D

MO

NT

GO

ME

RY P

LA

CE

RO

AD (S

R-216

5)

55

60

65

F

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB




DB 1941 PG 357

JERRY WAYNE MCBRIDE

DB 1238 PG 711

C H MCBRIDE

DB ???? PG ???

C H MCBRIDE JR

DB 1941 PG 357

JERRY WAYNE MCBRIDE

DB 1238 PG 713

CAROLYN D PATTERSON

AND

TOMMY J PATTERSON

HH

HH

15" RCP

18" R

CP

15" RCP

15" RCP

NC 522

NC 522

EC-6




12" HDPE

ST

A. 6

5+50

MA

TC

HLIN

E

SE

E

SH

EE

T

EC-5

ST

A. 7

8+00

MAT

CH

LIN

E

SE

E

SH

EE

T

EC-7

T

HH

T

T

HH

HH

T

C

50138.3.32

EXISTING R/W

EXISTING R/W

50.0

0’

EXISTING R/W

50.0

0’

EXISTING R/W

D

L = 271.02’

T = 136.16’

R = 1,135.00’

65

70

75

PI Sta 68+93.48 -L-

PC Sta. 67+57.3

2 -

L-

PT Sta. 7

0+28.3

4 -

L-

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB

15" RCP

12" RCP

15" RCP

12" RCP

18" R

CP

18" RCP

NC 522

NC 522

DB 4784 PG 383

KELLY A NORTHCUTT

DB ???? PG ???

JERRY WAYNE MCBRIDE

DB ???? PG ???

ELLEN G DORIS CROOK

EC-7




ST

A. 7

8+00

MAT

CH

LIN

E

SE

E

SH

EE

T

EC-6

ST

A. 9

0+00

MAT

CH

LIN

E

SE

E

SH

EE

T

EC-8CT

C

50138.3.32

CONC.

EXISTING R/W

EXISTING R/W

50.0

0’

EXISTING R/W

50.0

0’

EXISTING R/W




80

85

90

F

1"=50’

JDH

STATE

N.C.


TOTAL

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

DLS

10-19-15

RWB




15" CMP

15" HDPE

36" C

MP

NC 522

NC 522

DB 4941 PG 830

RALPH EUGENE BAUCOM AND SHIRLEY P BAUCOM

DB 5832 PG 329

POPLAR HILL CAPITAL

DB 0978 PG 0822

DEBORAH ANN HOLMES

AND

DR RICHARD M HOLMES

DB 0978 PG 0822

DEBORAH ANN HOLMES

AND

DR RICHARD M HOLMES

RESURFACING

END

96+97

96+72

95+62

RESURFACING

END

END 2’ WIDENING

BEGIN TAPER

TAPER

END

EC-8




ST

A. 9

0+00

MAT

CH

LIN

E

SE

E

SH

EE

T

EC-7

50138.3.32

50.0

0’

EXISTING R/W

EXISTING R/W

50.0

0’

EXISTIN

G R/W

EXISTIN

G R/W

TRINIT

Y C

HU

RC

H

RO

AD (S

R-216

6)

D

L = 176.24’

T = 88.13’

R = 4,595.00’

90

95

PC Sta. 9

5+21.17 -

L-

PT Sta. 9

6+97.4

1 -L-

PI Sta 96+09.31 -L-

F

F

F

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