1374744dwg16of27_Vol2-Sht 213-231.pdf

275+00 276+00

277+00BIRCH STREET

26.69'

26.94'

27.08'

27.18'

27.19'

27.43'

27.43'

26.03'±

MATCH EX.

24.45'±

MATCH EX.

FL 26.11'

FL 26.01'

FL 25.71'±

MATCH EX.

FL 26.45'

FL 26.46'

FL 25.56'±

MATCH EX.

26.89'

26.27'

25.98'

25.48'

25.54'±

MATCH EX.

25.48'

25.85'±

MATCH EX.

25.95'

26.98'

W E

S T

R

O A

D

W E

A

D

25.50'

25.38'

25.49'±

MATCH EX.

25.63'±

MATCH EX.

25.57'±

MATCH EX.

25.76'±

MATCH EX.

25.96'±

MATCH EX.

R

C

P

R

C

P

R

C

P

R

C P

281+00 282+00

283+00

BIRCH STREET

27.90'

27.66'

27.62' 27.66'

27.90'

28.04'

G I B

B

R

O A

D

26.89'±

MATCH EX.

26.82'±

MATCH EX.

25.56'±

MATCH EX.

27.30'

27.43'

27.40'

27.42'

27.12'

27.32'

27.49'

26.92'

26.89'±

MATCH EX.

27.00'

27.26'±

MATCH EX.

26.70'±

MATCH EX.

26.79'±

MATCH EX.

27.55'

27.64'

27.62'

26.91'

27.12'

26.94'

27.23'

278+00 279+00

280+00

BIRCH STREET

26.69'

26.09'

26.06'

26.40' 27.15'

26.94'

C E

N T

E

A

D

26.10'±

MATCH EX.

25.79'±

MATCH EX.

26.56'±

MATCH EX.

26.37'±

MATCH EX.

25.97'

25.56'

25.76'

26.12'

26.02'

25.90'

26.00'

26.03'

26.06'

25.82'

25.89'

25.95'

25.82'

25.33'±

MATCH EX.

25.29'±

MATCH EX.

25.82'

26.18'

25.99'

25.99' 26.19'

25.84'±

MATCH EX.

26.08'±

MATCH EX.

25.45'±

MATCH EX.

25.79'±

MATCH EX.

26.56'

25.84'±

MATCH EX.

15"RCP

284+00 285+00

286+00

BIRCH STREET

28.65' 28.90' 28.95'

29.15' 29.40'

E A

A

D

FL 28.25'±

MATCH EX.

FL 28.31'

FL 28.37'

FL 28.54'±

MATCH EX.

FL 28.78'

FL 29.00'

FL 29.01'

FL 28.86'

FL 28.94'

FL 29.00'

FL 28.89'

FL 28.44'

FL 29.12'±

MATCH EX.

FL 28.78'

28.45'±

MATCH EX.

29.30'±

MATCH EX.

28.53'±

MATCH EX.

28.40'

C

S

X

C

S

X

H

O

L

C

O

M

B

B

I

R

C

H

R

E

E

T

C

P

C

P

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CP107 THRU CP108 FOR

ROADWAY PLANS.

3. SEE SHEETS CD107 THRU CD108 FOR

DEMOLITION PLANS.

4. SEE SHEETS CP207 THRU CP208 FOR

PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

PLAN

NORTH

C1

INTERSECTION DETAIL - BIRCH STREET AND GIBB ROAD

PLAN

NORTH

C3

INTERSECTION DETAIL - BIRCH STREET AND EAST ROAD

PLAN

NORTH

A1

INTERSECTION DETAIL - BIRCH STREET AND WEST ROAD

PLAN

NORTH

A3

INTERSECTION DETAIL - BIRCH STREET AND CENTER ROAD

PLAN

NORTH

SCALE: 1" = 20'

FEET

0 20 40

SCALE: 1" = 20'

FEET

0 20 40

SCALE: 1" = 20'

FEET

0 20 40

SCALE: 1" = 20'

FEET

0 20 40

1" = 20' 1" = 20'

1" = 20' 1" = 20'

CP708

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

287+00 288+00

289+00

BIRCH STREET

29.55'±

MATCH EX.

FL 29.33'±

MATCH EX.

FL 29.32'±

MATCH EX.

FL 29.47'±

MATCH EX.

29.76'±

MATCH EX.

FL 29.54'±

MATCH EX.

FL 29.97'

FL 29.97'

FL 29.60'

FL 29.68'

FL 30.27'

FL 30.27'

FL 29.86'

FL 29.81'

29.90'

30.12'

30.28'

30.37'

30.40'

30.07'

30.07'

H A

M M

O N

D

S

T R

E E

T

30.29'

300+00 301+00 302+00

BIRCH STREET

R

C P

R

C

P

26.91'±

MATCH EX.

27.76'±

MATCH EX.

27.66'

28.02'

27.74'

28.03'

27.64'

28.35'

27.79'

27.92'

28.03'

28.26'

28.38'

28.25'

27.99'

27.14'

27.55'

27.76'

27.79'

27.77'

27.71'

27.73'

F R

A N

K L I N

R

E E

T

28.29'

27.04'±

MATCH EX.

26.98'±

MATCH EX.

26.93'±

MATCH EX.

27.57'±

MATCH EX.

27.35'±

MATCH EX.

27.52'±

MATCH EX.

27.27'±

MATCH EX.

26.87'±

MATCH EX.

27.75'

290+00 291+00 292+00

P I

BIRCH STREET

FL 29.77'±

MATCH EX.

30.13'±

MATCH EX.

FL 30.02'±

MATCH EX.

29.35'±

MATCH EX.

FL 28.77'±

MATCH EX.

FL 29.11'±

MATCH EX.

30.28'

30.12'

29.90'

29.86'

29.65'

FL 29.42'

FL 29.30'

FL 30.02'

FL 30.02'

FL 29.37'

FL 29.14'

FL 29.85'

29.65'

29.64'

29.40'

FL 29.67'

M I C

H A

L

R

E E

T

30.14'±

MATCH EX.

30.13'±

MATCH EX.

FL 29.60'±

MATCH EX.

FL 29.51'±

MATCH EX.

303+00 304+00 305+00

BIRCH STREET

R

C

P

R

C P

R

C P

R

C P

26.69'

26.95'

26.43'

27.21' 26.17'

O

S

T R

E E

T

O

S

T R

E E

T

26.86'

26.54'

26.21'

26.13'

26.40'

26.36'

26.35'

26.33'

26.09'

26.10'

25.85'±

MATCH EX.

25.81'±

MATCH EX.

25.89'±

MATCH EX.

26.02'±

MATCH EX.

25.89'±

MATCH EX.

25.76'±

MATCH EX.

26.47'

D

U

N

C

A

N

B

I

R

R

E

E

T

C

P

C

P

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CP108 THRU CP110 FOR

ROADWAY PLANS.

3. SEE SHEETS CD108 THRU CD110 FOR

DEMOLITION PLANS.

4. SEE SHEETS CP208 THRU CP210 FOR

PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

PLAN

NORTH

C1

INTERSECTION DETAIL - BIRCH STREET AND FRANKLIN STREET

PLAN

NORTH

C3

INTERSECTION DETAIL - BIRCH STREET AND O STREET

PLAN

NORTH

A1

INTERSECTION DETAIL - BIRCH STREET AND HAMMOND ROAD

PLAN

NORTH

A3

INTERSECTION DETAIL - BIRCH STREET AND MICHAEL ROAD

PLAN

NORTH

SCALE: 1" = 20'

FEET

0 20 40

SCALE: 1" = 20'

FEET

0 20 40

SCALE: 1" = 20'

FEET

0 20 40

SCALE: 1" = 20'

FEET

0 20 40

1" = 20' 1" = 20'

1" = 20' 1" = 20'

CP709

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

CRO

SS S

TREET

M C

H U

G

B

V

D

BIR

C

H S

TR

EET

STA. 209+29 +/-

R2-1

S T

A . 2

12+ 09 +

R 4-7

4"X

36"

O M

I- 3 1

8"X 18"

10.0'

RELOCATED

"NO PARKING" AND

"PEDESTRIAN AND FOOT MOBILE"

SIGN

RELOCATED

"EMERGENCY VEHICLES"

SIGN

RELOCATED "NO PARKING" AND "PEDESTRIAN

AND FOOT MOBILE" SIGN

RELOCATED

"RUNNERS KEEP OFF ROAD SIGN"

RELOCATED MCHUGH BLVD.

STREET SIGN

RELOCATED STREET SIGN

RELOCATED "NO MOTOR VEHICLES" SIGN

208+

209+00

210+00

211+00

212+00

+80.17

+80.49

+41.54

+20.36

+10.65

+87.98

+95.50

+95.49

+55.17

+15.35

+04.35

+08.50

+07.51

+29.81

+94.27

+47.37

+33.74

+98.97

+14.53

R4.0'

R52.0'

R47.0'

R52.0'

R5.5'

+80.45

+60.15

+45.49

+45.49

+54.31

+58.64

+68.82

+54.79

+27.56

+77.38

R64.1'

2.0'

2.0'

2.0'

2.0'

12.0'

12.0'

12.0'

12.0'

12.0'

12.0'

2.0'

2.0'

2.0'

B L D

G

D

R I V

E

+78.94

+34.98

STA. 207+75 +/-

R3-7R 30"X30"

STA. 210+25 +/-

R3-7R 30"X30"

M c

H

U

G

H

CM

C

M

C

M

C

M

W

A

L

L

A

E

E

K

CROSS STREET

STA. 206+51 +/-

R1-1

STA. 204+30 +/-

W3-3 36"X36"

RELOCATE EXISTING

RELOCATED

NO PARKING SIGN

203+00 204+00 205+00

206+00

+56.75

+39.55

+15.60 +03.96

+60.66

+67.35

+80.41

+24.43

+93.69

+94.01

+54.85

+54.78

T

Y

P

+60.15

STA. 206+87 +/-

R2-1

STA. 204+78 +/-

R1-1

11.0' +/-

11.0' +/-

2.0'

STA. 205+19 +/-

R1-1

12.0'

2.0'

2.0'

12.0'

12.0'

12.0'

13.0'

STA. 205+13 +/-

R5-1 30"X30"

+91.50

+33.32

+51.79

+85.64

+03.86

B L D

G

D

R I V

E

H P

D

R I V

E

H P

D

R I V

E

+17.45

+26.97

+01.20

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 203+00 TO 207+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

A1

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 207+50 TO 212+50

PLAN

NORTH

KEY PLAN

PLAN

NORTH

C1

SCALE: 1" = 20'

FEET

40200

SCALE: 1" = 20'

FEET

40200

1" = 20'

1" = 20'

CM100

R

C

H

C

M

C

M

C

M

C

M

W

A

L

L

A

E

E

K

C

M

C

M

B

I

R

R

E

E

T

RELOCATED

"TURN LANE AHEAD"

SIGN

R348.0'

215+00

+11.32

+40.66

+11.32

+11.85

+07.61

+07.47

+17.30

+11.32

+11.34

+06.37

B

L

D

P

D

R

I

V

E

BIRCH STREET

STA. 217+62 +/-

R4-7 24"X36"

OMI-3 18"X18"

STA. 220+17 +/-

R2-1

RELOCATE

EXISTING

STA. 221+92 +/-

R4-7 24"X30"

OMI-3 18"X18"

R35.0'

R35.0'

R6.0'

R50.0'

R50.0'

218+00 219+00 220+00 221+00

222+00

+54.19

+57.17

+30.23

+06.47

+06.25

+06.25

+66.33

+67.23

+60.97

+60.97

+99.04

+24.64

+11.78

+92.47

+92.19

+00.92

+00.92

+29.19

+44.19

STA. 220+01 +/-

R2-1

RELOCATE EXISTING

12.0'

13.0'12.0'

W A

L L A

E

E K

R D

S

O U

T H

W A

L L A

C E

C R

E E

K

R

D

+16.84

R70.0'

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

C1

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 212+50 TO 217+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

A1

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 217+50 TO 222+50

PLAN

NORTH

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

40200

FEET

SCALE: 1" = 20'

40200

FEET

1" = 20'

1" = 20'

CM101

R

C

H

C

M

C

M

C

M

W

A

L

L

A

E

E

K

C

M

C

M

226+00

227+00

BIRCH STREET

STA. 224+31 +/-

R5-1 30"X30"

STA. 225+37 +/-

R6-1R 36"X12"

+58.14

+16.98

+16.98

+38.74

+99.94

+02.21

+16.98

+88.24

+37.75

+63.85

+11.01

+65.65

+99.95

+58.23

+12.88

+65.76

STA. 224+27 +/-

R6-1R 36"X12"

STA. 225+56 +/-

R1-1

+30.61

+36.98

+31.36

+21.47

+53.60

+52.43

+48.22

+33.03

STA. 226+52 +/-

R1-1

STA. 227+36 +/-

R1-1

STA. 226+28 +/-

R6-1R 36"X12"

STA. 227+19 +/-

R6-1R 36"X12"

P A

R K

I

T

D R

I V

E

B L D

G

D R

I V

E

B L D

G

D R

I V

E

B L D

G

D R

I V

E

STA. 224+29 +/-

R1-1

R3-2 24" X 24"

STA. 222+64 +/-

W4-2 36"X36"

STA. 225+36 +/-

R3-4 24" X 24"

230+00

BIR

CH STREET

STA. 229+13 +/-

W4-2 36"X36"

+34.03

+67.62

+12.38

+65.87

+65.76

+08.56

+91.85

+09.70

P A

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STA. 230+24 +/-

R1-1

STA. 228+27 +/-

R1-1

R3-2 24" X 24"

STA. 229+06 +/-

R1-1

R3-2 24" X 24"

+23.02

+03.09

+21.97

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

C1

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 222+50 TO 227+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

A1

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 227+50 to 232+50

PLAN

NORTH

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

FEET

0 20 40

0 20 40

FEET

1" = 20'

1" = 20'

CM102

BIR

CH S

TREET

+66.21 +66.21

+65.83

+04.91

+78.23

R992.0'

BIRCH STREET

+98.22

+98.32

+44.75

+38.03

+26.47

+36.49

+24.67

+99.82

+98.28

B L D

G

W

C

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B L D

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C

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B

I

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T

C

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C

M

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L

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C

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C

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 232+50 TO 237+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 237+50 to 242+50

PLAN

NORTH

KEY PLAN

PLAN

NORTH

C1

A1

SCALE: 1" = 20'

40200

FEET

SCALE: 1" = 20'

40200

FEET

1" = 20'

1" = 20'

CM103

BIRCH STREET

+49.71

+89.73

+46.55

+36.16

+49.71

+88.81

243+00 244+00 245+00 246+00

247+00

P A

R K

I N

G

L O

T

D R

I V

E

BIRCH STREET

+88.81

+50.04

+46.54

+51.60

+58.33

248+00

249+00

250+00

251+00

252+00

+90.04

+92.32

+89.04

+55.80

+50.19

+46.02

P A

R A

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E

T O

W E

R

R

O A

D

STA. 250+75 +/-

R1-1

+98.08

+78.09

B

E

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E

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D

A

M

B

I

R

C

H

S

T

R

E

E

T

B E A R

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C

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A

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IN

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 242+50 TO 247+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 247+50 to 252+50

PLAN

NORTH

KEY PLAN

PLAN

NORTH

C1

A1

SCALE: 1" = 20'

FEET

40200

SCALE: 1" = 20'

FEET

40200

1" = 20'

1" = 20'

CM104

BIR

CH S

TREET

S

T

A

R

X

O

M

I

X

+42.82

+42.12

+86.71

+86.30

+86.15

+76.04

+27.27

+53.02

+22.06

+22.00

+22.71

+66.88

+38.82

+78.96

+53.94

+43.04

+86.30

+76.00

+26.41

255+00

R25.0'

2.0'

12.0'

12.0'

S

E

R

V

I

C

E

R

O

A

D

E

X

C

H

A

N

G

E

D

R

I

V

E

B I R

R

E E

T

STA. 261+25 +/-

R1-1 30"X30"

STA. 261+37 +/-

R6-1R 36"X12"

+22.71

+82.40

+42.85

+33.00

+42.80

+72.76

+72.76

+32.43

+31.59

260+00

+42.80

+42.80

+32.60

+42.40

+30.37

+33.00

+82.39

+82.39

+32.60

B

L D

G

D

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I V

E

B

E

A

V

E

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D

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M

N

E

W

S

E

R

V

I

C

E

S

T

R

E

E

T

C

R

E

E

K

C

M

C

M

C

M

C

M

C

M

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 252+50 TO 257+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 257+50 to 262+50

PLAN

NORTH

KEY PLAN

PLAN

NORTH

C1

A1

KEY PLAN

SCALE: 1" = 20'

FEET

40200

SCALE: 1" = 20'

FEET

40200

1" = 20'

1" = 20'

CM105

263+00

264+00

265+00

266+00 267+00

+19.68

+39.71

+49.04

+53.62

+13.62 +12.91

BIRCH STREET

STA. 263+92 +/-

R5-1 30"X30"

STA. 264+52 +/-

R5-1 30"X30"

STA. 264+30 +/-

R6-1R 36"X12"

R5-1 30"X30"

STA. 264+30 +/-

R6-1R 36"X12"

R5-1 30"X30"

R3.0'

R3.0'

R21.0'

R21.0'

STA. 265+60 +/-

R3-7R 30"X30"

+64.44

+39.44

+14.43

+12.20

+74.28

+09.43

STA. 264+10 +/-

R1-1 30"X30"

+26.73

+12.16

+74.25

+49.28 +24.28

+50.91

+44.75

+40.67

+33.96

+82.70

268+00 269+00 270+00 271+00 272+00

BIRCH STREET

STA. 267+66 +/-

R1-1 30"X30"

R6-1R 36"X12"

"ONE WAY RIGHT"

STA. 271+24 +/-

R4-7 24"X30"

OMI-3 18"X18"

S T

A

R

X

O M

I

X

STA. 271+85 +/-

R4-7 24"X30"

OMI-3 18"X18"

STA. 264+30 +/-

R6-1R 36"X12"

R2.5'

R85.2'

R63.9'

STA. 269+74 +/-

R3-7R 30"X30"

+74.43

+19.42

+14.43

+14.44

+89.53

+64.72

+64.70

+77.87

+30.14

+64.18

+85.61

+19.48

+29.18

+74.78

+73.57

+74.43

+24.71

+24.44

+05.42

+18.48

+18.46

STA. 269+44 +/-

R6-1R 36"X12"

STA. 269+55 +/-

R1-1 30"X30"

STA. 271+03 +/-

R1-2 48"X48"X48"

+50.21

+28.86

T A

L L

D R

I V

E

D U

N K

I N

D O

N U

T S

D R

I V

E

STA. 270+84 +/-

R1-2 48"X48"X48"

+99.43

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

M

C

M

C

M

C

M

C

M

C

M

C

M

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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ID

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 262+50 TO 267+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 267+50 to 272+50

PLAN

NORTH

PLAN

NORTH

C1

A1

KEY PLAN

SCALE: 1" = 20'

SCALE: 1" = 20'

FEET

0 20 40

0 20 40

FEET

1" = 20'

1" = 20'

CM106

MATCHLINE - SHEET CS201 & CG201

STA. 274+79 +/-

R2-1

RELOCATE EXISTING

STA. 275+76 +/-

R1-1 30"X30"

STA. 271+73 +/-

R1-5L 36"X36"

10.0'

R3.3'

R6.5'

R1.7'

273+00 274+00 275+00 276+00 277+00

+23.42 +73.14

+89.42

+89.42

+63.45

+63.47

+14.26

+11.93

+07.49

+77.47

+28.10

+83.76

+26.18

+79.09

+91.44

+71.53

+25.34

+06.95

+96.99

STA. 274+28 +/-

R1-1 30"X30"

STA. 276+00 +/-

R1-1 30"X30"

B L D

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D

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B L D

G

D

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B L D

G

D

R I V

E

W E

A

D

STA. 276+95 +/-

R1-1 30"X30"

+98.57

+78.00

+72.93

+76.69

+06.50

+97.69

C

S

X

C

S

X

R

O

A

D

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

M

C

M

C

M

C

M

R R

R R

BIRCH STREET

STA. 267+66 +/-

R1-1 30"X30"

STA. 279+25 +/-

R1-1 30"X30"

S T

A

R

X

STA. 282+43 +/-

R1-1 30"X30"

24.0'

9.0'

(TYP.)

9.0'

(TYP.)

EXISTING STOP SIGN

TO BE RELOCATED

R5.0'

R5.0'

+26.97

+02.83

+42.30

+24.10

+07.04 +23.85

+06.54

+86.22

278+00 279+00 280+00 281+00 282+00

+46.15

+71.01

+95.01

+52.87

+64.27

+80.28

+37.08

+35.07

+65.74

+13.74

+89.75

+31.21

+32.13

+89.64

+89.00

+23.91

+26.24

+61.22

+23.22

+22.37

+60.53

STA. 279+35 +/-

W13-1 24"X24"

W8-1 48"X48"

STA. 277+69 +/-

W13-1 24"X24"

W8-1 48"X48"

T

Y P

T

Y P

+06.54

+07.03

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 272+50 TO 277+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 277+50TO282+50

PLAN

NORTH

C1

A1

SCALE: 1" = 20'

40200

FEET

SCALE: 1" = 20'

40200

FEET

1" = 20'

1" = 20'

CM107

PLAN

NORTH

283+00 284+00 285+00 286+00

287+00

BIRCH STREET

9.0'

+90.54

+10.23

+26.33

+09.23

+70.72

+69.74

+55.24 +59.00

T Y

P

D R

I V

E W

A Y

D R

I V

E W

A Y

B L

D G

D

R I V

E

E A

A

D

B L

D G

D

R I V

E

+10.22

+10.24

STA. 284+92 +/-

R1-1 30"X30"

RETAIN EXISTING

288+00 289+00 290+00 291+00

292+00BIRCH STREET

STA. 289+80 +/-

R1-1 30"X30"

STA. 291+28 +/-

R1-1 30"X30"

+08.20

+08.20

+89.02

+70.70

+70.69

+26.87

+07.19

+07.19

+11.24 +03.71

+08.33

+92.18

+45.94

+45.32

+22.82

+07.43

+07.46

+08.29

H A

M M

O N

D

R O

A D

D R

I V

E W

A Y

D R

I V

E W

A Y

M I C

H A

E L

R

O A

D

+70.82

+70.93

C

S

X

C

S

X

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

M

C

M

C

M

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 282+50 TO 287+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 287+50 TO 292+50

PLAN

NORTH

C1

A1

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

FEET

0 20 40

0 20 40

FEET

1" = 20'

1" = 20'

CM108

293+00 294+00 295+00 296+00

+53.93

+53.93

+34.51

+34.51

+43.13

+43.15

297+00

298+00

299+00 300+00 301+00

45°

45°

BIRCH STREET

10.0'

T

Y

P

T

Y

P

T

Y

P

T

Y

P

R15.0'

R15.0'

R15.0'

R10.0'

T

Y

P

+93.25

+96.95

+97.93

+94.51

+80.64

+83.13

+46.98

+92.66

+07.99

+91.74

+06.24

+06.11

+78.02

+57.28

+57.78

+66.16

+76.00

+63.76

+25.79

+98.01

+73.09

+12.65

+36.38

+17.08

+17.08 +33.08

+62.74

T

Y P

T

Y P

+21.25

+21.15

+63.25

+26.37

45°

L O

U

A

D

F R

A N

K L

A

D

+92.65

+92.78

+37.08

+24.49

+49.54

+49.40

+73.14

+48.97

DUNCAN

B I R

R E E T

C M

C M

CM118

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 292+50 TO 267+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 267+50 TO 301+50

PLAN

NORTH

C1

A1

KEY PLAN

SCALE: 1" = 20'

FEET

40200

SCALE: 1" = 20'

FEET

40200

PLAN

NORTH

1" = 20'

1" = 20'

CM109

307+00 308+00 309+00

S T

A

R

X

TIE TO EXISTING

+47.45

+09.50

+04.84

+04.89

+04.92

+62.47

+93.62

STA. 306+93 +/-

R5-1 30"X30"

D U

N C

A

R

E E

T

+63.86 +95.71

302+00 303+00 304+00 305+00 306+00

45°'

45°'

45°

45°

BIRCH STREET1

T

Y

P

T

Y

P

T

Y

P

T

Y

P

T

Y

P

R15.0'

R15.0'

+44.26

+74.49

+43.52

+60.93

+90.89

+42.00

+17.87

+88.21

+84.65

+08.77

+70.07

+27.57

+17.89

+87.08

+24.59

20.5' TYP.

20.5' TYP.

19.0' TYP.

+31.00

+02.77

+04.00

T

Y

P

O

S

T R

E E

T

O

S

T R

E E

T

+74.50

STA. 304+67 +/-

R1-1 30"X30"

STA. 303+42 +/-

R1-1 30"X30"

D

U

N

C

A

N

C

M

C

M

C

M

C

M

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 301+50 TO 306+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - BIRCH STREET STA. 306+50 TO 311+50

PLAN

NORTH

C1

A1

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

FEET

40200

SCALE: 1" = 20'

FEET

40200

1" = 20'

1" = 20'

CM110

MCHUGH BLVD.

+56.99

+85.38

+16.99

+07.72

+32.00

+32.06

+31.84

405+00 406+00 407+00 408+00

409+00

+56.99

+31.95

M c

H

U

G

H

CM

C

M

C

M

C

M

MCHUGH BLVD.

+10.96

+42.15

+02.01 +61.70

+82.04

+82.14

T

Y

P

410+00 411+00 412+00

413+00

414+00

+81.99

+02.01

+81.99

+10.83

+42.83

EXISTING "STOP SIGN"

TO BE RELOCATED

B L D

G

D

R I V

E

+00.25

+75.15

+83.39

+84.80

+71.70

+11.70

+11.70

+71.70

+11.70

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

SIGNING & PAVEMENT MARKING PLAN - MCHUGH BLVD. STA. 404+75 TO 409+75

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - MCHUGH BLVD. STA. 409+75 TO 414+75

PLAN

NORTH

C1

A1

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

40200

FEET

FEET

40200

1" = 20'

1" = 20'

CM111

MCHUGH BLVD.

+75.75

+25.74

+68.25

+25.75

+60.75

+10.75

+77.70

+77.67

R5.5'

T

Y

P

+07.34

417+00 418+00 419+00

+60.75

+60.75

EXISTING "HOSPITAL AHEAD"

SIGN TO BE RELOCATED

+11.14

B L

D G

D

R I V

E

MCHUGH BLVD.

+75.75

+60.80

419+00 420+00 421+00

422+00

423+00

B L D

G

D

R I V

E

W A

L L A

C E

C R

E E

K

R

O A

D

+09.97

+97.22

+91.21

+82.18

+16.86

M c

H

U

G

H

CM

C

M

C

M

C

M

W

A

L

L

A

E

E

K

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - MCHUGH BLVD. STA. 416+40 TO 419+00

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - MCHUGH BLVD. STA. 419+00 TO 424+00

PLAN

NORTH

C1

A1

KEY PLANKEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

FEET

0 20 40

0 20 40

FEET

1" = 20'

1" = 20'

CM112

WALLACE CREEK RD.

+52.83

+52.83

+58.04

+75.18

+12.83

+70.22

+28.65

STA. 501+00 +/-

W4-2 36"X36"

501+00 502+00

+12.83

STA. 502+00 +/-

R2-1

RELOCATE EXISTING

B

I

R

C

H

C

M

C

M

C

M

C

M

W

A

L

L

A

E

E

K

C

M

C

M

WALLACE CREEK RD.

+21.13

+11.15

+21.13

+23.63

+71.11

+26.14

+81.16

+70.23

503+00 504+00 505+00 506+00 507+00

+71.11

F U

T U

D

I V

E

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

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P R

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TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - WALLACE CREEK RD. STA. 500+50 TO 502+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - WALLACE CREEK RD. STA. 502+50 TO 507+50

PLAN

NORTH

C1

A1

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

40200

FEET

FEET

40200

1" = 20'

1" = 20'

CM113

R

C

H

C

M

C

M

C

M

W

A

L

L

A

E

E

K

C

M

C

M

+98.94

W

A

L

L

A

E

K

D

T

Y

P

R594.6'

509+00 510+00 511+00 511+80

+76.61

+87.55

EXISTING "36 TON LIMIT" SIGN

TO BE RELOCATED

1000+00

1001+00

1002+00

EXCHANGE DRIVEWAY

+89.95

+96.53

+08.68

+12.76

+20.35

+32.46

1000+00

1001+00

1002+00

EXCHANGE DRIVEWAY

+89.95

+96.53

+08.68

+12.76

+20.35

+32.46

D

A

M

N

E

W

S

T

R

E

E

T

C

M

C

M

C

M

C

M

C

M

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

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P -1

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TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

SIGNING & PAVEMENT MARKING PLAN - WALLACE CREEK RD. STA. 507+50 TO 511+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

PLAN

NORTH

C1

KEY PLAN

SCALE: 1" = 20'

FEET

40200

1" = 20'

CM114

A1

SIGNING & PAVEMENT MARKING PLAN - EXCHANGE DRIVEWAY STA. 1000+00 TO 1002+00

PLAN

NORTH

SCALE: 1" = 20'

1" = 20'

FEET

0 20 40

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN ARROW

UH ACCESSIBLE PARKING SPACE SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

KEY PLAN

PLAN

NORTH

WORK NOTES

+75.04

+63.37

+63.39

+25.00

+25.35

+64.71

+27.97

R204.8'

R210.0'

8.5'

(TYP.)

+33.27

STA. 604+23 +/-

W3-3 36"X36"

S

E

R

V

I

C

E

R

O

A

D

607+00 608+00

+27.97

+92.27+60.50

+17.14

+40.30

+96.36

+27.97

+74.17

STA. 605+78 +/-

R1-1 30"X30"

S

T

A

W

X

B

L D

G

D

R

I V

E

SERVICE

ROAD

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C

M

C

M

C

M

C

M

C

M

C

M

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - SERVICE RD. STA. 600+90 TO 604+90

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - SERVICE RD. STA. 604+90 TO 609+00

PLAN

NORTH

C1

A1

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

40200

FEET

FEET

40200

1" = 20'

1" = 20'

CM115

610+00 611+00 612+00

613+00

+96.36

+58.12

+75.00

SERVICE ROAD

615+00

+61.81

+87.88 +24.37

+24.99

+47.37

+37.61

+39.64

+74.46

+52.34

+02.66

+26.14

STA. 614+46 +/-

R1-1 30"X30"

S I T

E

B

A S

E L I N

E

D R

I V

E

S E

R V

IC

E

R O

A D

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C

M

C

M

C

M

C

M

C

M

C

M

C

M

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

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TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

WORK NOTES

T2 WHITE STOP BAR (24")

T3 WHITE CROSSWALK LINE (24")

TA WHITE EDGE LINE (4")

TB YELLOW EDGE LINE (4")

TC 10' WHITE SKIP (4")

TD 3FT-9FT SP WHITE MINISKIP (4")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

TK 3FT-9FT SP WHITE MINISKIP (8")

TO WHITE DIAGONAL (8")

TP YELLOW DIAGONAL (8")

UA LEFT TURN ARROW

UB RIGHT TURN ARROW

UC STRAIGHT ARROW

UD COMB. STRT & LT TURN ARROW

UE COMB. STRT & RT TURN ARROW

UF COMB. LT TURN & RT TURN

ARROW

UH ACCESSIBLE PARKING SPACE

SYMBOL

UI ALPHANUMERIC CHARACTER

UJ COMB. STRT. & LT & RT TURN

ARROW

UP MERGE ARROW

UR RAILROAD RXR SYMBOL

FOR REF. ITEMS ABOVE, SEE DETAILS

SHEETS CM500 - CM506.

SIGNING & PAVEMENT MARKING PLAN - SERVICE RD. STA. 609+00 TO 613+50

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C001 AND C002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC

SIGNAL PLANS.

3. REMOVE ALL CONFLICTING EXISTING

MARKINGS AND SIGNS WITHIN THE

CONSTRUCTION AREA.

4. TIE PROPOSED PAVEMENT MARKING LINES TO

EXISTING PAVEMENT MARKING LINES.

5. STOP BAR LOCATIONS AT NON-SIGNALIZED

INTERSECTIONS MAY BE ADJUSTED AS

DIRECTED BY THE ENGINEER.

6. RAISED SNOWPLOWABLE MARKERS ARE TO

BE USED FOR THIS PROJECT AND SPACED

ACCORDING TO NCDOT STD. 1250.1 AND

1253.01.

7. ALL PAVEMENT MARKINGS ARE TO BE

THERMOPLASTIC AND ADHERE TO NCDOT

2018 STANDARD SPECIFICATIONS.

8. STATIONING IS PROVIDED FOR POSITIONING

OF PROPOSED AND RELOCATED SIGNS,

UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PER NCDOT STD.

DETAIL 904.50, LATERAL POSITIONING OF THE

SIGN SHALL PROVIDE 6-FEET OF MINIMUM

CLEARANCE FROM THE TRAVEL LANE, AND

VERTICAL CLEARANCE TO BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 7-FEET.

SIGNING & PAVEMENT MARKING PLAN - SERVICE RD. STA. 613+50 TO 617+35

PLAN

NORTH

C1

A1

KEY PLAN

PLAN

NORTH

SCALE: 1" = 20'

SCALE: 1" = 20'

40200

FEET

FEET

40200

1" = 20'

1" = 20'

CM116

2020-06-12T10:17:54-0400

2020-06-12T10:18:02-0400

2020-06-12T10:18:03-0400

2020-06-12T10:18:07-0400

2020-06-12T10:18:10-0400

2020-06-12T10:18:14-0400

2020-06-12T10:18:18-0400

2020-06-12T10:18:22-0400

2020-06-12T10:18:22-0400

2020-06-12T10:18:23-0400

2020-06-12T10:18:23-0400

2020-06-12T10:18:24-0400

2020-06-12T10:18:28-0400

2020-06-12T10:18:32-0400

2020-06-12T10:18:32-0400

2020-06-12T10:18:36-0400

2020-06-12T10:18:40-0400

2020-06-12T10:18:41-0400

2020-06-12T10:18:44-0400