STATE OF NORTH CAROLINA DIVISION OF HIGHWAYSNC 211 ( SOU THP R U PLYRD)-Y22A-See Sheet 1C-1 thru...

BRUNSWICK COUNTY

NC 211 FROM WEST OF NC 906 (MIDWAY ROAD)

TO EAST OF NC 87

25 50 10050

25 50 10050

5 10 2010

D

T

V

=

=

=

=

=

=

44,000

8

55

6

40-60

%

%

MPH

ADT

ADT

2019

2039

% *

FUNC CLASS =

RURAL MAJOR COLLECTOR

4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627

28

29

30

31

32

33

34

40

NC 211

-Y1-

-Y2-

-Y3-

-Y4-

-Y5-

-Y6-

-Y7-

-Y8-

-Y9-

-Y10-

-Y11-

-Y12-

-Y14-

-Y13-

-Y15-

-Y16-

-Y17-

-Y19-

-Y20-

-Y21-

REGIONAL TIER

VICINITY MAP

BEGIN PROJECT

END PROJECT

LENGTH OF ROADWAY T.I.P. PROJECT R-5021 =

LENGTH OF STRUCTURES T.I.P. PROJECT R-5021 =

TOTAL LENGTH OF T.I.P. PROJECT R-5021 =

-L- STA. 368+79.52

-L- STA. 370+18.89

See Sheet 1B For Conventional Symbols

K

* (TTST 2% + DUAL 4%)

(SA

ND

Y LA

NE)

(WEST TR

AC

E

DR.)

(PA

TRIC

K

NE

WTO

N

DR.)

(CREE

K

RO

AD)

(RE

GE

NC

Y

CR

OSSIN

G)

(ARB

OR C

REE

K

DR.)

(EXEC

UTIV

E P

AR

K

BLV

D.)

(JA

MES

DRIV

E)

(WIN

AFRE

D

STREET)

(AC

RES LA

NE)

(OA

KVIE

W

DRIV

E)

SO

UT

HP

ORT

CIT

Y LIMIT

S

CIT

Y LIMIT

S

SO

UT

HP

ORT

CIT

Y

LIMIT

OA

K IS

LA

ND

CIT

Y

LIMIT

OA

K IS

LA

ND

CIT

Y LIM

IT

ST JA

MES C

ITY

LIM

IT

ST JA

MES

CIT

Y LIMIT

OA

K IS

LA

ND

CIT

Y LIMIT

OAK IS

LAN

D

OA

K IS

LA

ND

CIT

Y

LIMIT

CITY LIMIT

OAK ISLAND

CITY LIMITST JAMES

ST JA

MES CIT

Y LIM

IT

CITY LIMIT

SOUTHPORT

CIT

Y LIM

ITS

SO

UTHP

ORT

0

0

0

PROFILE (HORIZONTAL)

41582.1.1 PE

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

R-5021DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

30-J

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Road

way\

Proj\r5021_rdy

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gn

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TB CO

NT

RA

CT:

TIP P

ROJE

CT:

R-5021

AR

TM

E

N

N

A

S

O H

DE

P

TOF TRA

SPO

RT

TIO

N

TA

TE

OF N RTC

A

RO

LIN

A

27

NA

D 83/ N

SRS 2007

CITY LIMIT

SOUTHPORT

Polly

Gulley

Creek

ELIZABETH

RIVER

Intracostal

Waterway

Beaverda

m

Dutc

hm

an

See Sheet 1A For Index of Sheets

28,000

NOTES:

41582.2.2

NC 211 TO

SO

UTH

PO

RT

-L-

TO SUPPLY

CIT

Y

LIMIT

OA

K IS

LA

ND

CIT

Y

LIMIT

OA

K IS

LA

ND

CITY LIMIT

ST JAMES

CIT

Y LIMIT

ST JA

MES

ST JAMES CITY LIMIT

CIT

Y

LIMIT

ST JA

MES

CITY LIMIT

ST JAMES

CITY LIMIT

ST JAMESCITY LIMIT

ST JAMES

CIT

Y

LIM

IT

ST JA

MES

CITY LIMIT

SOUTHPORT

CIT

Y

LIMIT

SO

UT

HP

OR

T

CIT

Y

LIM

IT

SO

UT

HP

OR

T

CITY LIMIT

SOUTHPORT

7.244 MILES

0.086 MILES

7.158 MILES

-L- POT STA. 47+50.00

BEGIN TIP PROJECT R-5021

BEGIN CONSTRUCTION

BEA

VER

DA

M

DU

TC

HM

AN

CREEK

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

JANUARY 28, 2016

UTILITIES

41582.2.3 R/W

BEGIN BRIDGE

END BRIDGE

-YREV- STA. 30+66.39

-YREV- STA. 32+07.06

133

87

87

133

211

211

211

24A

36

35

37

38

39

133

906

906

-Y9

A-

(AB

BIN

GTO

N

OA

KS

WA

Y)

(JABBERTOWN ROAD)

-Y24-

END BRIDGE

BEGIN BRIDGE

-Y18-

CP&

L C

AN

AL -

Y22-

(NC 87)

-Y23-

-Y22-

-Y14A- STA. 38+95.97

-Y14A- STA. 40+16.47

-Y14

A-

(MIDW

AY ROAD)

NC 906

-YREV-

-Y

RE

V-

(MID

DLETO

N

BLV

D)

NC 906

SUPPLY RD)

(SO

UTH

PO

RT

-L-

SUPPLY RD)(SOUTHPORT

NC 211(SOUTHPORT SUPPLY RD)

-Y22A-

See Sheet 1C-1 thru 1C-10 For Survey Control Sheets

(LO

NG

BE

AC

H

RO

AD)

NC 13

3

(LO

NG

BEA

CH

RO

AD)

NC 13

3

2018 STANDARD SPECIFICATIONS

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

-YA-

-YF-

-YE--YD-

-DRW01-

-YC-

-YB- -Y2A-

C20412

3

-Y14B-

-Y14E-

-Y14F-

-Y14D-

-Y14G-

(J. S

WAIN

BLV

D.)

ROURK D

R.)

ROBE

RT

(SR

1832

-Y17

A-

-Y14C-

41582.3.1 CONSTRUCTION

BEGIN -LREV- 370+85.00END -L- 370+85.00

STP-0211(021)

STP-0211(021)

STP-0211(021)

STP-0211(021)

1. THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.

-Y5A-

-Y5B--YASLIP-

BEGIN -L- 387+80.00 R 2END -LREV- 387+76.87

-L- STA. 388+63.60 R 2

-L- STA. 391+73.86 R 2

-Y1A-

-Y1C-

DOUGLAS M. WHEATLEY, PE

ANDREW HALL, EI

MICHAEL BASS

BEGIN BRIDGE WBL

END BRIDGE WBL

BEGIN BRIDGE EBL-L- STA. 368+64.42

END BRIDGE EBL

-L- STA. 370+05.05

-L- STA. 391+60.09 R 2

-L- STA. 388+47.34 R 2BEGIN BRIDGE EBL

BEGIN BRIDGE WBL

END BRIDGE EBL

END BRIDGE WBL

STRUCTURES LENGTH BASED ON EBLALL LENGTH BASED ON -L- CENTERLINE

-L- POT STA. 432+50.00 R 2END CONSTRUCTION

-L- POT STA. 430+01.50 R 2

END TIP PROJECT R-5021

APRIL 16, 2019

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FOR

NEERNGIE

SEAL36786

NCDOT CONTACT

E

E

R

FES ONAL

NGR

N

N

PO

SI

INE

ORT

H CAROLI

A

SEAL

15764

J A M E S A.

B Y R

D

34

A

GRADING, DRAINAGE, PAVING, STRUCTURES,

CULVERTS, SIGNALS, AND RETAINING WALLS

-Y14

A-

37

A

-Y14H-

IA-MASH TL-3IA-MASH TL-3

IA-MASH TL-3

-Y22

A- P

OT Sta. 12

+25.00

-Y22

A- PT Sta. 11+

99.22

-Y22

A- P

C Sta. 11+

64.27

Island

Buck

Oak

Island

BATTERY

ISLAND

NSRS 2007

NA

D 83/

ST. JAMES

SOUTHPORT

OAK ISLAND

NC License No: C-1554

Raleigh, North Carolina 27609

343 E. Six Forks Road, Suite 200

HNTB NORTH CAROLINA, P.C.

21'

21'

16'24'

24.25'32.25'

12'

9'

9'

24'

15'

3'

26' 38'

30'

36'

12'16'

12'

21'21'

4'

24'

12'

12'

24'

6' FD

PS

6' FD

PS

6' FD

PS

5' FD

PS

(KEYED IN)CONC. ISLANDPROP. 5" MONOLITHIC

AND GUTTER1'-6" CURB

150' MEDIAN BAY TAPER

200' MEDIAN TAPER

12'


12'

12'

26'

12'

14'

12'

14'

12'

14'

12'

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


48'

24'

12'

6'

14.5'

20'

36'

12'

24'

4'

FD

PS

5'

FD

PS

5'

9'

60'

120' EOT TAPER

120' EOT TAPER

+56.93 -L-BEGIN 2'-6" C&G

+58.08 -L-END 2'-6" C&G

5' FD

PS

5' FD

PS

16'

24'

12'

16'


3'

24'


24'

26'

24'

2B-1



N

ORTH ROLIN

A

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GLAS M.WHEA

TEY

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P

ESSIONAL

FOR

NEERNGIE

SEAL36786

EXISTING TRAFFIC SIGNAL

NA

D 83/ N

SRS 2007

NA

D 83/ N

SRS 2007

8040 20

PLANS

400

0

PLANS

40 8040 20

-L- STA 66+00.00 CROSSOVER INTO MDI MANAGEMENT, INCINTERSECTION DETAIL AND DIRECTIONAL

-L-,Y2A, -Y3- AND -Y4-INTERSECTION DETAILS AT

FOR -Y2A-, -Y3-, & -Y4- PROFILES, SEE SHEET 60FOR -Y4- ALIGNMENT, SEE SHEET 16FOR -Y2A- & -Y3- ALIGNMENT, SEE SHEET 15FOR -L- PROFILE, SEE SHEET 44 & 45FOR -L- ALIGNMENT, SEE SHEET 15 & 16

EXTEND 50' UNLESS NOTED ON PLANS.PAVED TURNOUTS FOR SHOULDER SECTION SHOULD2.ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS.1.

NOTE:


NOTE:

FOR EMERCENCY MEDIAN CROSSOVERE DETAIL, SEE SHEET 2B-10FOR -YA- PROFILE, SEE SHEET 57FOR -YA- ALIGNMENT, SEE SHEETS 6 & 34FOR -YE- & -YF- PROFILES, SEE SHEET 58 FOR -YE- & -YF- ALIGNMENTS, SEE SHEET 5FOR -L- PROFILE, SEE SHEET 39FOR -L- ALIGNMENT, SEE SHEET 5

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ROADWAY DESIGN

ENGINEER

R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.

R-5021

025

025

02

01

025

02

01

015

01

INC.

+49.63

INC.

+87.40

CAT-1

CAT-1

AT-1

CAT-1 AT-1

025

02

01

00

025

00

01

02

02

01

00

02

00

01

+85.0

038'

36'

15'

15'

24'

15'

15'

36'

+36.0

7

24'

+86.0

5

36'

38'

18'

24'

GUARDRAILPROPOSED

15'

15'

GUARDRAILPROPOSED

5' FD

PS

NC 211 SOUTHPORT SUPPLY ROAD

60'

7.50 R'00.00' LT

+37.75 -YE-

+13.43 -YE-END SBGAND GUTTER

1'-6" CURB

TAPER8:1

8:1 TAPER

+00.0

0BE

GIN

SB

G

-YE-+00.55

-L-

+73.7

7


GUARDRAILPROPOSED



100'R

+08.43 TO +13.42 -YE-BETWEEN 2'-6" C&G TO SBG

5' TAPER FOR TRANSITION

3.75' R10.5' LT+76.00

3.75' R10.5' RT+86.00

26'

12'

40' R

+55.0

0

3.75' R10.5' RT+65.00

+07.71 -YE-END SBG

+70.58 -YE-BEGIN SBG

45'

3.75' R10.50' LT+55.00

2.00' R47.00 RT

+77.86 -L-

+80.9

6

+52.38

-L-

+22.4

8

+45.0

0

+77.97 -YA-END SBG

+19.4

4

-YF-+19.98

-YF-+32.02

100'

R

-YA-+83.00




2.00' R47.00 RT

+06.54 -L-

-YA- POT Sta. 10+00.00-L- POT Sta. 72+00.00=

-YF- POT Sta. 13+03.00-L- POT Sta. 70+77.41=

50'R

30'

R

30'R

45'R

GUTTERAND 1'-6" CURB

-YE- POT Sta. 13+03.00-L- POT Sta. 66+00.36=

40'R

50'R


+17.4

5

+36.0

0

+70.0

0

150' EOT BAY TAPER

150' MEDIAN TAPER

+55.0

0

150' EOT BAY TAPER

65 70

D '00"°00=45

EMERGENCY CROSSING

15

-Y2A- POT Sta. 12+41.00

-L- POT Sta. 205+07.51 =

025

025

025

025

02

01

02

01

02 02

01 01

INC

24'

+35.00

00003

INC

25'

01

025

02

025

02

01

00

5' FD

PS

5' FD

PS

15'

51'

48'

3'

5' FD

PS

14'

17.66' RT

+80.02

60'

TAPER

8:1

FD

PS

5'

+20.6

6

+23.3

9

51'

+13.6

7

+70.7

8

39'

50' R

20' 18' 17'

9'

9'

50' R

20'+63.00 18.5' 20'

50' R

4'

50' R

+72.9

7

+70.4

9

+12.00 -L-BEGIN C&G


JAM

ES

DRIV

E SE

+16.26

+25.64 -Y3-+25.66 -Y3-

+19.5

2 -L-

51.00' LT

+70.5

4 -L-


+82.18 -L-END C&G

214+56.15 RTBEGIN SBG STA



JAM

ES

DRIV

E SE

3.25' R11.00' LT+13.64

2.25' R12.00' RT+59.10

7.25' R5.25' LT

+00.00 (-Y3-)

8.25' R0.00' LT

+66.60 -Y3-


30'R

30'R

+00.0

0



-Y2

A-

-Y3- POT Sta. 13+26.60

-L- POT Sta. 210+94.60 =

-Y2A- POT Sta. 12+41.00

-L- POT Sta. 205+07.51 =

-Y2A-+70.00

-Y2A-+70.01

100' EOT BAY TAPER

350' R

370' R

100' EOT BAY TAPER

205 210

1515

-Y3-

GREU TL-3

+65.5

1

+69.5

1





15' 12'

15'

15'9'

9'

36'

12' 9'

9'

24'

FD

PS

5'

FD

PS

5'

52'

24'

24'

11'

24'

24'

22'

12'

12'


36'

5' FD

PS

(KEYED IN)CONC. ISLAND

PROP. 5" MONOLITHIC


PROP. 5" MONOLITHIC

5' FD

PS

5' FD

PS

GUTTERCURB AND

TIE TO EX. 2'6"

200' EOT BAY TAPER

3'

23'

30' R

20'

24'

10.75'

10.75'

12'

9'

5'F

DPS


PROP. 5" MONOLITHIC

100' EOT BAY TAPER200' EOT AND MEDIAN BAY TAPER

48'

24'

15'

24'

2B-2

-L- AND -Y7-INTERSECTION DETAIL AT



0

PLANS

40 8040 20

NA

D 83/ N

SRS 2007

N

ORTH ROLIN

A

DO

U

GLAS M.WHEA

TEY

L

AC

P

ESSIONAL

FOR

NEERNGIE

SEAL36786

0

PLANS

40 8040 20

NA

D 83/ N

SRS 2007

FOR -Y7- PROFILE, SEE SHEET 61

FOR -Y7- ALIGNMENT, SEE SHEET 19

FOR -L- PROFILE, SEE SHEET 46

FOR -L- ALIGNMENT, SEE SHEETS 18 & 19

2. PAVED TURNOUTS FOR SHOULDER SECTION SHOULD EXTEND 50' UNLESS NOTED ON PLANS.1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS.NOTE:


NOTE:

-Y5A-,-Y5B- AND -Y6-AT -L-, -Y5-,

INTERSECTION DETAIL

FOR EMERGENCY MEDIAN CROSSOVER DETAIL, SEE SHEET 2B-10FOR -Y5-, -Y5A-, -Y5B- & -Y6- PROFILES, SEE SHEET 61FOR -L- PROFILE, SEE SHEET 45FOR -L-, -Y5-, -Y5A-,-Y5B- & -Y6- ALIGNMENTS, SEE SHEET 17

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ROADWAY DESIGN

ENGINEER


R-5021

02

02

01

01

00

INC

24'

+06.00

02

01

0201

02

025

025

INC.

24'

0102 02

24'

+51.50

11'

11'

+21.56

35'

50' R

12' 24'

12'

12'

+33.8

1

+05.0

0

+73.8

6

3.75' R 10.5' LT+55.00


40' R

51.21' L

T+

17.2

6

+18.2

0

EXEC

UTIV

E P

AR

K

BLV

D

+25.0

0

PROP. GUARDRAIL

12.0' R 0.00' LT+16.47

50' R

40'

20.5'

8:1 TAPER

50.00' LT+09.32 -L-BERM GUTTERBEGIN SHOULDER

50.00' LT+46.82 -L-

BERM GUTTEREND SHOULDER

3.75' R 10.5' RT+65.00

3.75' R10.5' RT+25.00

CURB & GUTTERPROP. 1'-6"


62.22' LTCURB, +78.78 -L-TIE TO EX. 8"X18"



ARB

OR C

REE

K

DR

3.75' R10.50' LT+80.38 -L-

3.75' R10.5' LT

+00.00 -L-2.00' R12.25' LT+61.62 -L-

60'

60'60'

40'R

-Y5B- POT Sta. 10+00.00

-Y5A- PC Sta. 11+25.85 =

-Y6- Sta. 11+40.00END CONSTRUCTION

-L- PC Sta. 240+39.40

-Y6- POT Sta. 10+00.00

-L- POT Sta. 239+47.27=

-Y5A- PT Sta. 10+00.00-L- PT Sta. 233+73.34 =

-Y5- POT Sta. 10+00.00

-Y5- Sta. 10+50.00BEGIN CONSTRUCTION

-Y5- POC Sta. 11+87.69 -L- PT Sta. 232+52.07 =

Sta. 232+28.68-L- PT


50.00' LT+95.79 -L-BERM GUTTERBEGIN SHOULDER


+30.5

3

+06.26

30'R

30'R

50'R

50'R

-Y5A-+93.89

-Y5A-+09.75

-L-

+22.9

2

-L-

+97.9

2

11' R 0.00' LT

+68.00(-Y6-)

-L-

+46.8

2

-L-

+07.3

2


GUARDRAILPROP.

+92.00

-Y6- +00.57

100' EOT BAY TAPER

40'R


+97.8

6

+75.0

0

+89.51

230 235240

AT-1

AT-1AT-1


65.29' LT+48.52 -L-

END RETAINING WALL1

65.29' LT+02.93 -L-BEGIN RETAINING WALL2

68.82' LT+85.84 -L-BEGIN RETAINING WALL1

20'R

35'

10'

10'

CROSSINGEMERGENCY

+19.27 -Y5-, 22.02' LTSPACING WITH NESTED RAIL

BEG. 3'-1.5" STEEL POST

+60.82 -L-, 84.33' LT

SPACING WITH NESTED RAILEND 3'-1.5" STEEL POST

+93.32 -L-, 84.33' LTWITH NESTED RAILBEG. 3'-1.5" STEEL POST SPACING

GREU TL-3

+75.00 -L-, 50.00' LTEND SHOULDER BERM GUTTER

58.22' LT+90.00 -L-WALL2RETAINING END

+90.00 -L-, 52.33' LT

SPACING WITH NESTED RAILEND 3'-1.5" STEEL POST

025

025

025

025

01 02

02

0101

02

02

INC

24'

025

025

INC

24'

+99.00 -Y7-

+75.00 -Y7-

+45.0

0

3'

15'

24'

18'

40'

5' FD

PS

40'

24'


+64.0

0

+14.0

0

36' 9'

12'

9'

+04.5

1

40' R39.0' LT+10.73

45'

40' R

45'


+69.0

0

+69.0

0

24'

5' FD

PS

5' FD

PS

24'

12'

9'

+04.7

8

35' R

EXISTINGTIE TO

EXISTINGTIE TO


35' R

40' R

7.0' R3.75' LT

+77.02 -Y7-

51.25'

RT

+28.11

25.0' R14.25' RT

+91.64 -Y7-

5' FD

PS

5' FD

PS

76.0

6' LT

+95.6

7

& GUTTERPROP. 2'-6" CURB

55.18' RT+37.30 -L-& GUTTEREND CURB

56.00' RT+96.12 -L-& GUTTER

BEGIN CURB

3.75' R10.5' LT+04.00

3.75' R10.5' RT+14.00

3.75' R10.5' RT+79.00

3.75' R10.5' LT+69.00

AND GUTTERPROP. 1'-6" CURB

CR

OSSIN

G

RE

GE

NC

Y

& GUTTERPROP. 2'-6" CURB

GUTTERPROP. 1'-6" CURB &



-Y7- POT Sta. 10+00.00

-L- POT Sta. 256+62.40=

15' R39.0' LT+63.65

-Y7-+77.02

-Y7-+85.92

250 255





15'

24'

36'

36'

24' 16'30'

16'

20'

22'

24'

36'

15'

15'

24'

20'

12'

35' R

16'

200' EOT BAY TAPER

4' FD

PS

4' FD

PS

(KEYED IN)CONC. ISLANDMONOLITHICPROP. 5"

4' FD

PS


PROP. 5" MONOLITHIC

4' FD

PS

3'

3'

26'

12'

24'

15'

15'

24'

36'

50'

3'

15'

24'

4' FD

PS

4' FD

PS

22'33'

9'

9'

24'

12'

12'

8'

2'9" CURB AND GUTTER

9'

24'

GUTTER2'9" CURB AND

15'


36'

GUTTERAND 2'6" CURB

GUTTER AND

2'6" CURB

26'



24'

14'

GUTTERAND 2'6" CURB

100' EOT BAY TAPER

14'

4' FD

PS

100' TAPER

12'

101' EOT BAY TAPER

33.00' RT+95.00

+53.50 -Y17-

31.71' RT+31.65

36.00 LT+01.97

-L-, -Y11-, -Y12- AND -Y13-INTERSECTION DETAIL AT 2B-3



FOR -Y17- AND -Y17A- PROFILE, SEE SHEET 67FOR -Y17- AND -Y17A- ALIGNMENT, SEE SHEET 26FOR -L- PROFILE, SEE SHEET 50FOR -L- ALIGNMENT, SEE SHEET 26

N

ORTH ROLIN

A

DO

U

GLAS M.WHEA

TEY

L

AC

P

ESSIONAL

FOR

NEERNGIE

SEAL

36786

-L-, -Y17-, AND -Y17A-INTERSECTION DETAIL AT

0

PLANS

40 8020 40

NA

D 83/ N

SRS 2007

0

PLANS

40 8020 40

NA

D 83/ N

SRS 2007

NOTED ON PLANS.SECTION SHOULD EXTEND 50' UNLESS PAVED TURNOUTS FOR SHOULDER 2.NOTED ON PLANS.ALL DRIVEWAY RADII ARE 20' UNLESS 1.

NOTE:

EXTEND 50' UNLESS NOTED ON PLANS. PAVED TURNOUTS FOR SHOULDER SECTION SHOULD 2.ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS.1.

NOTE:

FOR -Y11-, -Y12- AND -Y13- PROFILES, SEE SHEET 62FOR -L- PROFILE, SEE SHEET 50 AND 51FOR -L-, -Y11-, -Y12- AND -Y13- ALIGNMENTS, SEE SHEET 23

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ROADWAY DESIGN

ENGINEER


R-5021

320

02

025

01

02

025

00

01

INC

36'+

06.5

3

01

00

01

INC36'

+50.5

3

AT-1

02

025

01

02

00

01

02

INC36'

+41.05

01

02

025

00

01

025

02

INC

24'

00

02

01

01

02

0202

02

INC

24'

01

01

02

02

02

+18.00

INC

21'

+55.00 -Y13-

+87.41

24'

+15.2

6

+63.8

5

OA

KVIE

W

DRIV

E

SR 15

49

+09.5

2

8' FD

PS

+08.0

6

DRIV

E

WEST TR

AC

E

TAPER8:1

211 SOUTHPORT SUPPLY ROAD

TAPER8:1

+75.0

0

LA

NE

AC

RES

+19.0

4

4' FD

PS

8' FD

PS

4' FD

PS

16.00' RT+84.18 -Y11-END GUARDRAIL

+79.5

0

+88.8

5

17.66' RT+89.92 -Y12-

END SBG

TAPER

8:1

35'R

33'R

35'R

35'R

2.00' R47.00 RT

+67.16 -L-

2.00' R47.00' RT

+49.60 -L-

2.00' R47.00' LT

+58.67 -L-

2.00' R47.00' LT

+76.65 -L-

2.00' R2.52' RT

+14.87 -Y12-

TAPER

8:1

+08.3

6

-L- PC Sta. 314+88.28

-L- PT Sta. 312+68.77-L- PT Sta. 318+29.05

-Y13- POT Sta. 12+10.05

-L- POT Sta. 322+33.04 =

-Y13- Sta. 10+80.00

BEGIN CONSTRUCTION

PT Sta. 12+59.77-Y12-

-Y11- POT Sta. 10+00.00

-L- POC Sta. 315+64.10 =



PROP. 5" MONOLITHIC

35'R

47.00' LT+25.40 -L-BEGIN SBG

+32.17

+21.52

GUARDRAILPROPOSED

2.00' R 02.51'RT

+61.25 -Y11-

GUTTERPROP. 1'-6" CURB AND

315 320


AT-1

AT-1

CAT-1

CAT-1

-Y13-+36.56

-Y12-+89.92

-Y12-+02.69

+59.9

4

-Y12- Sta. 13+79.13-L- POT Sta. 318+83.90

+30.00 -L-, 47.00' RTWITH NESTED RAILBEG. 3'-1.5" STEEL POST SPACING

-L-, 47.00' RTNESTED RAIL+80.00 POST SPACING WITH END 3'-1.5" STEEL

025

025

02

02

02

02

025 02

INC36'

01

00

01

025

02

01

01

0202

0202

01

01

0202

02 02

0101

IN

C24'

+12.00

IN

C24'

+65.4

6

IN

C24'

+55.0

0

14'

36'

38'

+33.7

2

+58.7

5

32'32'

+68.38 -L-BEGIN 2'6" C&G

211 SOUTHPORT SUPPLY ROAD

150' MEDIAN BAY TAPER LT

20.0' R45.73' RT

+01.12 -L-

51.50'

RT

+31.77

+75.0

0

+41.09

100' R

55.0' TO 72.5'VARIES

20'

R

-Y17- POC Sta. 11+95.73

-L- POC Sta. 360+51.27=

-L- PC Sta. 360+45.46

-Y17- PC Sta. 12+74.69


-Y17- PT Sta. 13+81.76

-Y17- PC Sta. 11+35.74

Sta. 11+21.54-Y17A- PC

Sta. 11+58.02-Y17A- PRC

Sta. 12+07.96-Y17A- PT

-Y17A- POT Sta. 12+65.35-L-366+37.51 =

1.00' LT+78.50 -Y17-

END LANE TAPER

3.74' RT+25.00 -Y17-

TIE TO EXISTING LANE TAPER

2.0' R5.00' LT

+39.07 -Y17-

50.0' R91.00' RT

+80.01 -L-

+91.11 -Y17-BEGIN 1'6" C&GEND 2'6" C&G

+91.03 -Y17-BEGIN 2'6" C&GEND 1'6" C&G

54.55' RT

+40.24 -L-

BEGIN 4' FDPS

END 2'6" C&G

35.0' R86.26' RT+35.84-L-

10.00' LT+78.50 -Y17-

END LANE TAPER

56.33' LT

+82.38 -L-

BEGIN 4' FDPS

END C&G

-Y17-+92.39

50'R

-L-

+29.3

2

98'R

98'

R

98'

R

50'R

1.0' R10.00' LT

+60.70 -L-

7.0' R56.33' RT

+64.17 -L-

1.0' R11.39' RT

+42.69 -L-

+48.2

1

360 365

(KEYED IN)

CONC. ISLAND

PROP. 5" MONOLITHIC

-Y17-+95.39

+73.4

6 -L-

+87.2

2

(KEYED IN)

CONC. ISLAND

PROP. 5" MONOLITHIC

+53.5

0

+81.44

-Y17-+25.30

150' EOT BAY TAPER

GUARDRAILPROPOSED

-Y17- POT Sta. 10+00.00


-Y17A- Sta. 10+39.00BEGIN CONSTRUCTION 5.72' RT

+25.00 -Y17-TIE TO EXISTING LANE TAPER

-Y17- PT Sta. 12+10.14

10.5' R1.50' LT

+20.18 -Y17-

33.92'R





10'

41'

41'

6'

26'

50'

30'

36'

14'

24'

36'12'

36'

40'

39'

TO EXISTING2'-6" C&G TIE PROP.

EXISTINGC&G TO TIE PROP. 2'-6"

SIDEWALKCONC. PROP. 4"

SIDEWALKCONC. 4" PROP.

C&GPROP 2'-6"

50'


SIDEWALKPROP. 4" CONC.

18'

20'

TO EXISTINGTIE PROP. 2'-6" C&G

14'

12'

38'

45'

4' F

DPS

4' FD

PS

3.77' R4.33' RT+40.00 -Y22-

24'

27'

2B-4



0

PLANS

40 8020 40

NAD 83/ NSRS 2007

N

ORTH ROLIN

A

DO

U

GLAS M.WHEA

TEY

L

AC

P

ESSIONAL

FOR

NEERNGIE

SEAL36786

UNLESS NOTED ON PLANS. SECTION SHOULD EXTEND 50' PAVED TURNOUTS FOR SHOULDER 2.UNLESS NOTED ON PLANS.ALL DRIVEWAY RADII ARE 20' 1.

NOTE:

-L-, -Y22A-, -Y22-, AND -Y24-INTERSECTION DETAIL AT

FOR -Y24- PROFILE, SEE SHEET 70FOR -Y22- PROFILE, SEE SHEET 68 & 69FOR -Y22A- PROFILE, SEE SHEET 69FOR -L- PROFILE, SEE SHEET 54FOR -Y24- ALIGHMENT, SEE SHEET 39FOR -Y22A- ALIGNMENT, SEE SHEETS 30 & 31FOR -L- AND -Y22- ALIGNMENTS, SEE SHEET 31

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ROADWAY DESIGN

ENGINEER


R-5021

025

025

025

025

01

02

03

02

01

00

01

02

025

03

025

025

CR

CRC

R

CR

CR

CR

CR

CR

003003

00

0101

025

0202

025

CR

CR

CRC

R

CR

CR

CR

16.5'

15.5'

11.5' R52.50' RT

+59.83 -L-

+10.5

5

12'

35'

22'

36'

20'

29'

14'

28.5'

15.5'

33'

50.00' R20.04' LT

+77.17 -Y22-

11'

PROP. 8"X18" CURB

10' R40.62' RT

+08.01 -Y22-

25' R48.32' RT+65.84

10' R45.12' RT+00.40

36.88' RT+41.5

9 -Y22

-

20' R11.86' RT

+30.80 -Y22A-

20' R8.89' RT

+81.37 -Y22A-

10' R43.96' RT

+09.98 -L-

30' R69.34' RT

+13.48 -L-

50' R55.72' RT

+52.60 -L-

20' R11.86' LT

+30.85 -Y22A-

20' R7.19' LT

+81.45 -Y22A-

5.0' R33.50' RT

+39.50 -Y22-6.14' R

21.66' LT+45.64 -Y22-

7.5' R84.28' RT

+70.33 -L-

13.5' R76.78' RT

+99.68 -L-

10.0' R77.02' RT

+42.02 -Y22-

50'R

+82.84 (-Y24-)END 2'6" C&G

TO EXIST. 8"X18" CURB

TIE PROP.

2.00' R47.47' LT

+24.53 -Y22-

2.00' R47.50' LT

+13.16 -Y22-

2.00' R3.70' LT

+67.46 -Y24-

(SURFACE MOUNTED)CONC. ISLAND

PROP. 5" MONOLITHIC

20.0' R77.14' RT

+68.94 -Y22-

10.0' R48.78' RT

+68.29 -Y22-

-Y22-

+80.07

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

1.00' R13.75' LT

+00.00 -Y22-

1.00' R1.75 ' RT

+10.00 -Y22-

40.00' R90.00' LT

+69.85 -L-

40.00' R93.00' LT

+08.16 -L-

2.00' R11.39' RT+74.65

2.00' R12.00' LT

+22.24 -L-

20.00' R46.86' LT

+29.43 -L-

20.00' R46.86' LT

+57.79 -L-

11.5' R37.33' RT

+02.73 -L-

20' R32.89' RT

+39.68 -L-20' R

31.88' RT+90.75 -L-

20' R31.12' RT

+22.44 -L-

+91.66

+72.2

6

SIDEWALKPROP. 4" CONC.

TO EXIST.8"X18" CURB TIE PROP.

EXISTINGC&G TO TIE PROP. 2'-6"


-Y24- POT Sta. 10+00.00

-Y22- POT Sta. 31+38.09 =

Sta. 34+93.33-Y22- PT

-Y22- POT Sta. 35+19.27-L- POT Sta. 424+96.08=

-Y22A- POT Sta. 12+25.00

-Y22A- PT Sta. 11+99.22

Sta. 11+64.27-Y22A- PC

Sta. 10+00.00-Y22A- POT

35

425

PC Sta. 31+55.10

-Y22-

10'R


C&G 2'6"PROP.

+94.9

7(KEYED IN)

CONC. ISLANDPROP. 5" MONOLITHIC


7' R17.58' LT

+72.02 -Y22-

-Y24-

+78.0

8

-Y22-

+62.25

-Y24-

+00.21

50'

R

40'R

40

0.18' RT+40.00 -Y22-

317.2

1' MEDIA

N

TAPER

146' M

EDIA

N

TAPER

+19.98

+94.00

8.0' R25.50' RT

+81.53 -Y22-





STATE OF NORTH CAROLINA DIVISION OF HIGHWAYSNC 211 ( SOU THP R U PLYRD)-Y22A-See Sheet 1C-1 thru...

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Transcript of STATE OF NORTH CAROLINA DIVISION OF HIGHWAYSNC 211 ( SOU THP R U PLYRD)-Y22A-See Sheet 1C-1 thru...