m4-5 m4-8 m4-5 m3-1 m1-4

TMP-24C

PHASE III - STEP 4

MA

TC

HLI

NE -

Y-

ST

A 47

+00

SE

E

TM

P-24

DE

PA

RT

EN

OF ANSP

O

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ATI

ON

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OF

NORTH

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DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

APPROVED:

DATE:

SEAL

Responsive People | Creative Solutions

www.rkk.com

Engineers | Construction Managers | Planners | Scientists

NC License No. F-0112

Raleigh, North Carolina 27615-3960

8601 Six Forks Road, Forum 1,Suite 700

P: (919) 878-9560

PROJ. REFERENCE NO. SHEET NO.

R-4707

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INNG

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21047

KEVIN W.BISBY

-Y5- S

R 2790

EC

KE

RS

ON

RD

-Y2-

ONLY

ONLY

B

D

C

E

A B C D E

24"X12"

M4-5

21"X15"

M6-1

24"X12"

M3-1

24"X12"

M4-8

** *

21"X15"

M6-3

24"X12"

M3-1

24"X12"

M4-5

24"X12"

M4-8

21"X15"

M6-1

24"X12"

M3-1

24"X12"

M4-8

F

F

G

24"X12"

M4-5

24"X12"

M3-1

24"X12"

M4-8

G

24"X18"

M5-4

FOR SIGNING AND DEVICES

USE RDWY STD 1101.03 SHEET 1

A

H

*

*

* *

I

H

H J

**PREVIOUSLY ERECTED

*COVER WHEN DETOUR IS ACTIVE

** **

**** ** ** ** ** **

** ** **

I

J

J

24"X24"

M1-4

24"X24"

M1-4

24"X24"

M1-4

24"X24"

M1-4

50

55

DocuSign Envelope ID: BEAC55D4-3724-4A5D-9668-D4BC6C6BE092

3/31/2020

TMP-25

MA

TC

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ST

A 76

+50

SE

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TM

P-24

PHASE III - STEP 4

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

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E

OF

NORTH

R

OL

NA

WO

RK

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ON

E TRAFFIC

C

ON

TR

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DIV

ISIO

N OF HIG

HW

AY

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APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

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SEAL

INNG

L

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AC OIL

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21047

KEVIN W.BISBY

-L- US 29

SR 2526 (SUMMIT AVE)

48'' X 48''

W1-4R

-RPA- STA 11+96±

-L- STA 77+05±

80

85

90


3/31/2020

TMP-26

MA

TC

HLI

NE -

L-

ST

A 76

+50

SE

E

TM

P-27

STEPS 5 THROUGH 7

PHASE III

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

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E

OF

NORTH

R

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NA

WO

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E TRAFFIC

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ON

TR

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DIV

ISIO

N OF HIG

HW

AY

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APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

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INNG

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21047

KEVIN W.BISBY

50

55

65

70

30

35

40

45

15

20

30 3

5

40

15

20

20

25

20

25

30

-Y1- SR 2526 (SUMMIT AVE)

-AP

S-

-B

PS-

-CP

S-

-BPR-

-CPR-

ONLYONLY

ONLYONLY

-L- STA 76+40±

16'

A

PSPS

MI

MI

B

ROAD

CLOSED

R11-2

48'' x 30''

TYPE III BARRICADE(S)

A

B YW

KP

KR

OF

YD

EE

R -

Y-

16'

4' PS

4' PS

TRAFFIC PATTERN AS DIRECTED BY THE ENGINEER.CHANGEABLE MESSAGE SIGNS SHALL BE DEPLOYED ON -L- US 29 INDICATING THE NEW500'± IN ADVANCE OF THE PROJECT LIMIT OR AS DIRECTED BY THE ENGINEER.ERECT SIGNS W23-2 (NEW TRAFFIC PATTERN) ON -L- US 29 AND -Y- REEDY FORK PKWY2"MAX

5' MIN

4'±

*MUST BE ADA-COMPLIANT*

PEDESTRIAN BARRICADE

24'' X 12''CLOSED

SIDEWALKR9-9

E

M

P

T

E

M

P

T

D

30'' X 30''TURN RIGHT

MUSTR3-7 R

RIGHT LANE

W4-1R

48'' X 48''

CD

C

ONLY

ONLY

-L- US 29

-DPR-

-APR-

ONLY

ONLY

-DP

S-

A

-L- STA 72+80±

PSPS

16'

4' PS

14' PS

12' PS

4' PS

W4-1R

48'' X 48''

P6

P7

P7

P6

A

A

A

A1

2

3

5

6

O

O

-RPD- STA 14+21±

-L- STA 63+35±

-L- STA 64+28±

4

W1-4R

48'' X 48''

**

**

**

UNCOVER SIGN

UNCOVER SIGN

**

**

****

**

**

-L- STA 72+46±

-RPA- STA 16+55±

E F

E

F

**

**PREVIOUSLY ERECTED

AS DIRECTED BY THE ENGINEER.

ERECT ADDITIONAL SIGNS IN ACCORDANCE WITH THE SIGNING PLAN

SEE TMP-26C FOR SECTION VIEWS.

SEE TMP-26A AND 26B FOR ADDITIONAL PAVEMENT MARKING LAYOUT.

**

**


3/31/2020

MA

TC

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NE -

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ST

A 41

+00

SE

E

TM

P-26

B

TMP-26A

PHASE III - STEP 5

PAVEMENT MARKINGS

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

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TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

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E

SEAL

INNG

L

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AC OIL

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21047

KEVIN W.BISBY

35

ONLYONLY

ONLY

YWKP KROF YDEER -Y-

-A

P

S-

-B

PS-

AP

R-

-B

PR

-

MIPC

PE

P8P8

PA

P8

P13

P3

P2

QC

QC

QN

MI

-YWB- STA 35+64±

-YWB- STA 36+05±

-YWB- STA 36+77±

-SPA- STA 28+65±

-RPA- STA 27+45±

-YEB- STA 38+12±

-YEB- STA 35+57±

-YEB- STA 39+33±

16'

16'

15'

12'

12'

15'

-Y- STA 33+00±

-Y- STA 32+00±

PD

-Y- REEDY FORK PKWY

4' PS

4' PS

6' TO FACE6' PS

-SPA- STA 28+22±

-SPA- STA 28+08±

-YEB- STA 37+98±

CB

DI

PB

C13MI

BEGIN APPROACH SLAB

-Y- STA 40+38±

P6P7

* CHANGE BETWEEN 4" AND 6" MARKINGS.

TRAFFIC CONTROL DEVICES NOT SHOWN FOR CLARITY.

*

*

MI

-YEB- STA 36+84±

-L-

US 29

BEGIN APPROACH SLAB

-YEB- STA 40+53±

-YWB- STA 40+62±

-Y- STA 40+37±

P2

QA


3/31/2020

MA

TC

HLI

NE -

Y-

ST

A 41

+00

SE

E

TM

P-26

A

TMP-26B

PHASE III - STEP 5

PAVEMENT MARKINGS

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

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E

SEAL

INNG

L

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SSI

AC OIL

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21047

KEVIN W.BISBY

ONLY

ONLY

ONLY QE

-D

PR-

-DP

S-

-C

PS-

P8P8

P3

QN

MIMI

-SPD- STA 25+90±

-SPD- STA 24+54±

-RPD- STA 24+51±

-RPD- STA 23+63±

-YEB- STA 43+76±

-YEB- STA 42+75±-YWB- STA 47+53±

-YWB- STA 47+12±

-YWB- STA 46+60±

-SPD- STA 26+05±

-YWB- STA 46+41±

-RPD- STA 25+70±

-YEB- STA 43+33±MI

-SPD- STA 26+45±

-Y- REEDY FORK PKWY

16'

16'

16'

12'

6' TO FACE

4' PS

4' PS

6' PS

4'4'

C13CB

DA DI

P13

MI

P7

P6

P6

*

*

* CHANGE BETWEEN 4" AND 6" MARKINGS.

TRAFFIC CONTROL DEVICES NOT SHOWN FOR CLARITY.

P11

QC

-L-

US 29

-RP

C-

PN

PNPN

END APPROACH SLAB

-YEB- STA 42+59±

-YWB- STA 42+67±

-Y- STA 42+42±

QA


3/31/2020

TMP-26C

SECTION VIEWS

STEPS 6 AND 7

PHASE III

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

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E

SEAL

INNG

L

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AC OIL

R

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21047

KEVIN W.BISBY

11' 11' 4' 11'11'4' 2'2'

CL

US 29 NBLUS 29 SBL

SECTION O-O STEP 7

11' 11' 4' 11'11'4'

BACKFILL BACKFILL

**0.04 MAX ROLLOVER

*ADJUST GUARDRAIL

******

CL

US 29 NBLUS 29 SBL

SECTION O-O STEP 6


3/31/2020

TMP-27

MA

TC

HLI

NE -

L-

ST

A 76

+50

SE

E

TM

P-26

PHASE III - STEP 6

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

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ON

P

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E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

80

85

90

-L- US 29

SR 2526 (SUMMIT AVE)TIE TO EXISTING MARKINGS

-L- STA 84+28±

TIE TO EXISTING MARKINGS

-L- STA 85+40±

PS

PSPS


-L- STA 83+50±

-L- STA 82+40±TIE TO EXISTING MARKINGS

-L- STA 80+17±TIE TO EXISTING MARKINGS

-L- STA 78+03±

QP QP QP

MI

MI

16'

P6

P6

PK

P6 PK

48'' X 48''

W1-4R

-L- STA 81+06±

USI

NG

ME

TH

OD

S

AP

PR

OV

ED

BY

TH

E

EN

GI

NE

ER.

GR

OU

ND

MO

UN

T

SI

GN

ON

TE

MP

OR

AR

Y

SU

PP

OR

TS


-L- STA 76+65±


3/31/2020

TMP-28

MA

TC

HLI

NE -

L-

ST

A 33

+50

SE

E

TM

P-29

MA

TC

HLI

NE -

L-

ST

A 20

+50

THI

S

SH

EE

T

MA

TC

HLI

NE -

L-

ST

A 20

+50

THI

S

SH

EE

T

STEPS 1 THROUGH 3

PHASE IV

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

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P

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E

SEAL

INNG

L

RE

SSI

AC OIL

R

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21047

KEVIN W.BISBY

-L- STA 20+00±

-L- US 29

SR 2788A

NITA LN

11'

11'

12'

11'

11'

11'

11'

12'

16'

12'

11'

11'

12'

-L- STA 33+04±

-L- STA 32+45±

-L- STA 32+50±

-L- STA 31+73±

2' OFFSET FROM TRAVEL LANE

BEGIN PORTABLE CONCRETE BARRIER

-L- STA 33+00±

P6

P6

P6 P7

P7PJ

PJ PKPSPS

P7P7

QB

QP QP QP

QB

QC

QC

QC

QC

MI MI

MI

MI

MI

MI

4' PS

4' PS4' PS

SEE INSET

QA 12'

QB

11'

11'

12'

P7P6*

ONLY QI

-L- STA 25+65±


-L- STA 21+50±

QBQBQB QB12'

11'

11'

12'

11'

11'

-L- STA 29+23±

-L- STA 28+51±

-L- STA 28+24±

-L- STA 27+71±

-L- STA 27+44±

2' OFFSET FROM ISLAND**

1' OFFSET FROM ISLAND*

**

**

PS

PI

PLPLP6 P6

2' PS

4' PS

PS

P7P7**

PK PT

MIMIMI

-L- STA 24+15±

-L- STA 23+29±

MI

-L- STA 30+30±

-L- STA 30+55±

P14

P14

P12

165' TAPER - 2' SHIFT

11'

11'

16'


-RPB- STA 14+42±

P7

INSET

12'

*

P

P



-L- STA 19+85±

WEDGING

-L- STA 31+96±

SEE TMP-28A FOR SECTION VIEW.

BY THE ENGINEER.

ERECT SIGNING PER SIGNING PLAN AS DIRECTED

-L- STA 32+46±

20'

25

30

11'

11'

PK

-L- STA 20+00±


-L- US 29


-L- STA 18+35±

P6P7 PJMI

48'' X 48''

W5-1

NARROWS

ROAD



-L- STA 19+85±

P7 PJ

MI

BY THE ENGINEER.



3/31/2020

SECTION VIEWS

TMP-28A

STEPS 1 AND 3

PHASE IV

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

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P

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E

SEAL

INNG

L

RE

SSI

AC OIL

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21047

KEVIN W.BISBY

11'11'12'4' 11' 11' 7' 4'

TURN LANE TAPER

11'11'12'4' 11' 11' 7' 4'

TURN LANE TAPER

SECTION P-P STEP 1

SECTION P-P STEP 3

CL-L-

CL-L-


3/31/2020

MA

TC

HLI

NE -

L-

ST

A 33

+50

SE

E

TM

P-28

MA

TC

HLI

NE -

L-

ST

A 47

+50

SE

E

TM

P-30

TMP-29

STEPS 1 THROUGH 3

PHASE IV

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

MI

P14

Q

Q

12'

11'

11'

11'

11'


-RPC- STA 11+71±


-L- STA 47+08±

16'

PS

MI

12'

11' 11' 6'

2'

6' 11' 11' 12' 4'

2'

CL-L-

US 29 NBLUS 29 SBL

SECTION Q-Q

12'

ONLYQB QBQI

P6

P7

PJ

PJ-L- STA 44+08±

MI

MI

4' PS-L- US 29

7'16'12'12'

ONLY

11'

11'

11'

11'

12'

-L- STA 37+50±

QBQI

PS

P6

P7

P7

MI

MI


BEGIN PORTABLE CONCRETE BARRIER

-L- STA 42+61±

QA

QA

-L- STA 39+94±

PKPSPSMI

12'

P6 P7* *

*1' OFFSET FROM ISLAND

P14

BY THE ENGINEER.


35

40

45

20

30

25


3/31/2020

SEE T

MP-32

-Y1- ST

A 21+50

MATC

HLI

NE

SEE TMP-

32

-Y- S

TA 34

+00

MATCHLINE

TMP-30

MA

TC

HLI

NE -

L- S

TA 47

+50 S

EE

TMP-29

MA

TC

HLI

NE -

L-

ST

A 76

+50

SE

E

TM

P-31

STEPS 1 THROUGH 3

PHASE IV

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

default

R4707_

TM

P_P

SH30.d

gn

3/31/

2020

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

-CP

S-

-DP

S-

-DPR-

-CPR-

ONLYONLY

ONLY

A

-L- STA 50+66±PS P6

P6 P7

P7

PJ

PJ

12' PS

12' PS

11' LANES

11' LANES

ONLYONLY

ONLY

-L- US 29

-L- STA 75+04±

-L- STA 72+80±


-RPD- STA 13+80±


-RPD- STA 14+21±

-L- STA 75+29±

-L- STA 72+19±

PS

PSPSP6

PK

16'

TIE TO EXISTING MARKING

-Y1- STA 34+50±

A

S

S

MI

MI

MI

MI

2"MAX

5' MIN

4'±



24'' X 12''CLOSED

SIDEWALKR9-9

MI

W4-1R

48'' X 48''

B

W4-1R

48'' X 48''

ONLY

-Y1- STA 31+96±


-Y1A-

R

R

SEE TMP-30B FOR SECTION VIEWS.

SEE TMP-30A FOR ADDITIONAL PAVEMENT MARKING LAYOUT.

50

55

65

70

75

35

40

45

15

20

35

40

15

20

15

20

25

25

30


3/31/2020

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

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ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

75

40

15

25

30

TMP-30A


-Y1- STA 22+95±


-Y1- STA 26+92±


-Y1- STA 35+64±

PAPI

12'

12'

-Y1A-


PIPI

PA

-Y1- STA 31+25±

2922'R3465'R

2391'R

-Y1- STA 32+75±

12'

12'

12'

12'

PP

PRC -Y1- STA 32+10±


PT -Y1- STA 34+50±

PC -Y1- STA 29+18±

PHASE IV - STEP 3

PAVEMENT MARKINGS


3/31/2020

TMP-30B

SECTION VIEWS

PHASE IV - STEP 3

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

CL

US 29 NBLUS 29 SBL

-L-2'

11'11'12'

2'

11' 11' 12'

CL-Y1-

SECTION S-S STEP 3

12'12'4' 2'

SECTION R-R STEPS 2 AND 3


3/31/2020

TMP-31

MA

TC

HLI

NE -

L-

ST

A 76

+50

SE

E

TM

P-30

MA

TC

HLI

NE -

L-

ST

A 90

+00

THI

S

SH

EE

T

MA

TC

HLI

NE -

L-

ST

A 90

+00

THI

S

SH

EE

T

STEPS 1 THROUGH 3

PHASE IV

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY


12'

11'

11'

11'

11'

-L- STA 89+00±

-L- STA 86+00±

P6 P7

MI

PJ

QP QP

10' PS

10' PS

11'

11'

12'

11'

11'

16'

-L- US 29

-L- STA 82+16±


-L- STA 78+18±

PS

P6 P7 PJ PK

PK

MI

MI

QP

4' PS

80

85

90


-L- US 29


(LT AND RT)


END PORTABLE CONCRETE BARRIER

-L- STA 92+25±

11'

11'

11'

11'

P6

P6

P7

P7

PJ

PJ

MI

MI

-L- STA 90+25±

CONNECT BARRIER TO GUARDRAIL


3/31/2020

MA

TC

HLI

NE -

Y- S

TA 34

+00 S

EE

TMP-30

TMP-32

-Y1- ST

A 21+50 SEE T

MP-30

MAT

CHLI

NE

PHASE IV - STEP 3

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

SUMMIT AVE

-Y- SR 2526

-Y1-

EVA TIMMUS

6

25

2

RS

-Y4-

SA

LE

S

EN

TR

AN

CE

GA

RD

NE

R

DI

XI

E

-Y1- STA 13+76±

-Y1- STA 16+50±

-Y1- STA 18+20±

EC

NA

RT

NE

EL

BM

A

G

DNA ROTCORP

-1

RD

-

YWKP KROF YDEER -Y-

A

A

-Y- STA 26+30±

2"MAX

5' MIN

4'±



24'' X 12''CLOSED

SIDEWALKR9-9


MUSTR3-7 R

RIGHT LANE


MUSTR3-7 R

RIGHT LANE

-Y- STA 29+00±

ONLY

ONLY

P

M

E

T

SIGNING PLAN AS DIRECTED BY THE ENGINEER.ERECT ADDITIONAL SIGNING IN ACCORDANCE WITH THE

20

25

30

15

20

15


3/31/2020

TMP-33

-Y1- ST

A 21+50 SEE T

MP-34

MAT

CHLI

NE

PHASE IV - STEP 4

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

YWKP KROF YDEER -Y-

-A

3Y-

EC

NA

RT

NE

EL

BM

A

G

DNA ROTCORP

-1

RD

-

SUMMIT AVE

-Y- SR 2526

-Y1-

EVA TIMMUS

6

25

2

RS

-Y4-

SA

LE

S

EN

TR

AN

CE

GA

RD

NE

R

DI

XI

E

GREU TL-3

CAT-1

GREU TL-3

-Y1- STA 10+52±

PA PB PC

15'

15'

12'

12'

15'

15' -Y1- STA 11+28±

YWKP KROF YDEER -Y-

ONLY

P13

QT

12'

12'

-Y1- STA 20+97±

60"X36"

R3-23A

24"X12"

M4-4

-Y1- STA 16+00±

24"X12"

M4-4

24"X24"

R3-4

-Y1- STA 19+00±

ONLY

ONLY

SD-1

P

M

E

T


SEE TMP-2D FOR SIGN DESIGN

20

25

30

15

20

15

DocuSign Envelope ID: C196F463-6365-4FF7-9076-481C5F3F713B

3/31/2020

-Y1- S

TA 21+50 S

EE

TMP-33

MA

TC

HLI

NE

TMP-34

PHASE IV - STEP 4

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR



APPROVED:

DATE:

SEAL


www.rkk.com





P: (919) 878-9560


R-4707

R

H

E

ON

P

RT NFE ONAO

E

SEAL

INNG

L

RE

SSI

AC OIL

R

A

21047

KEVIN W.BISBY

-B

PS

-

PA


-Y1- STA 34+50±

PI

YW

KP

KR

OF

YD

EE

R -

Y-


-Y1A-

PA

PAPB

PA

4' PS

12' 12'

T

T

ONLY

ONLY

-Y1A- STA 31+86±

-Y1- STA 32+75±

QT

QTQTQI

QI

P13PR

QA

P24' PS

4' PS16'

12'

12'

12'

12'

12'

CL CL-Y1- -Y1A-

12'4' 12' 4'16'

SECTION T-T

-Y1- STA 31+62±

-Y1- STA 31+22±

-Y1- STA 30+60±

-Y1- STA 20+97±

60"X36"

R3-23A

60"X36"

R3-23A -Y1- STA 26+49±

24"X12"

M4-4

THROUGH THE INTERSECTION

REMOVE DOUBLE YELLOW CENTERLINE

SD-2

2' PS

PP

-Y1- STA 27+50±

-Y1A- STA 27+50±

MI

PN

-Y1- STA 24+00±

PN


SEE TMP-2D FOR SIGN DESIGN

40

15

25

30


3/31/2020

m4-5 m4-8 m4-5 m3-1 m1-4

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