1374744dwg11of27_Vol1-Sht 161-180.pdf

ES 310.03

STA: 260+11.07 OFF: -110.84L

TOP: 20.82

INV IN: 18.80 15" (SE) RCP

CB 840.02

STA: 260+74.91 OFF: -99.93L

TOP: 23.07

INV IN: 19.28 15" (NE) RCP

INV IN: 19.11 15" (S) RCP

INV OUT: 19.01 15" (NW) RCP

CB 840.02

STA: 606+15.96 OFF: 36.71R

TOP: 22.76

INV OUT: 19.76 15" (SW) RCP

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

70 LF

15"RCP

S=0.30%

95 LF

15"RCP

S=0.50%

10-YR HGL

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

CB 840.02

STA: 260+74.91 OFF: -99.93L

TOP: 23.07

INV IN: 19.28 15" (NE) RCP

INV IN: 19.11 15" (S) RCP

INV OUT: 19.01 15" (NW) RCP

CB 840.02

STA: 261+28.96 OFF: -63.74L

TOP: 22.60

INV IN: 19.46 15" (SE) RCP

INV OUT: 19.45 15" (N) RCP

CB 840.02

STA: 261+55.63 OFF: -62.04L

TOP: 22.60

INV OUT: 19.60 15" (NW) RCP

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

68 LF

15"RCP

S=0.50%

28 LF

15"RCP

S=0.50%

10-YR HGL

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

CB 840.02

STA: 613+74.91 OFF: 245.90R

TOP: 24.27

INV IN: 20.90 15" (S) RCP

INV OUT: 20.86 15" (N) RCP

DI 840.36

STA: 613+98.70 OFF: 280.20R

TOP: 23.34

INV IN: 21.01 15" (S) RCP

INV OUT: 20.96 15" (N) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

938 936

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

EX. 15" RCP

EX. 15" RCP

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

B1

1" = 20'

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 514-508

GENERAL NOTES

WORK NOTES

1" = 20'

PIPE PROFILE - BIRCH ST. STRUCTURE 510-518

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEETS CP100 THRU

CP120 FOR DRAINAGE

LAYOUT AND ROADWAY

PLANS.

3. SEE SHEETS CP200 THRU

CP220 FOR ROADWAY

PROFILES

4. SEE SHEETS CG201 THRU

CG203 FOR SITE GRADING

AND DRAINAGE

CP316

C1

PIPE PROFILE - SERVICE RD. STRUCTURE 938-936

CB 840.02

STA: 614+05.51 OFF: 123.97R

TOP: 23.98

INV IN: 20.18 15" (NE) RCP

INV IN: 21.00 15" (SE) RCP

INV OUT: 17.26 18" (W) RCP

CB 840.02

STA: 614+27.64 OFF: 127.86R

TOP: 24.09

INV OUT: 21.13 15" (NW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

932 934

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

CONNECT TO EXISTING

CONCRETE COLAR 840.72

EX. 18" RCP

26 LF

15"RCP

S=0.50%

8 LF

18"RCP

S=0.54%

DI 840.14

STA: 615+68.07 OFF: 126.21R

TOP: 23.25

INV OUT: 21.00 15" (SE) RCP

ES 310.03

STA: 615+97.62 OFF: 156.40R

TOP: 22.76

INV IN: 20.82 15" (NW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

713712

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

59 LF

15"RCP

S=0.30%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

DI 840.14

STA: 614+00.00 OFF: -30.00L

TOP: 23.00

INV IN: 19.28 15" (SE) RCP

INV IN: 19.28 24" (NE) RCP

INV OUT: 18.74 30" (W) RCP

46 LF

15"RCP

S=0.54%

DI 840.14

STA: 614+47.93 OFF: -28.49L

TOP: 22.53

INV OUT: 19.53 15" (NW) RCP

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

B1

1" = 20'

A1

PIPE PROFILE - SERVICE RD. STRUCTURE 932-934

GENERAL NOTES

WORK NOTES

1" = 20'

PIPE PROFILE - SERVICE RD. STRUCTURE 712-713

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEETS CP100 THRU

CP120 FOR DRAINAGE

LAYOUT AND ROADWAY

PLANS.

3. SEE SHEETS CP200 THRU

CP220 FOR ROADWAY

PROFILES

4. SEE SHEETS CG201 THRU

CG203 FOR SITE GRADING

AND DRAINAGE

CP317

C1

1" = 20'

PIPE PROFILE - SERVICE RD. STRUCTURE 928-926

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

EOP

BIRCH STREET - 204+92.30

0 10 20 30 40 500-10-20-30

2.0%

2.0%

4.9%

OFF: -26.00

ELEV: 20.13

OFF: 0.00

ELEV: 20.65

OFF: 17.66

ELEV: 20.30

OFF: 42.60

ELEV: 19.09

OFF: -35.00

ELEV: 19.96

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

OFF: 12.00

ELEV: 20.41

EX. GRND

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

EOP

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

TIE INTO EX. GRADE

BIRCH STREET - 205+05.17

0 10 20 30 400-10-20-30-40-50-60-70-80

2.0%

2.0%

OFF: 18.13

ELEV: 20.32

OFF: 0.00

ELEV: 20.69

OFF: -26.01

ELEV: 20.16

OFF: -67.88

ELEV: 18.99

OFF: 40.00

ELEV: 19.13

2.8%

5.5%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

OFF: 11.09

ELEV: 20.49

EDGE OF SHOULDER

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

TIE INTO EX. GRADE

PFG

CROWN

BIRCH STREET - 206+34.55

0 10 20 30 40 500-10-20-30-40

OFF: -36.63

ELEV: 16.62

OFF: -26.00

ELEV: 20.49

OFF: -20.77

ELEV: 20.59

OFF: 0.00

ELEV: 21.01

OFF: 11.83

ELEV: 20.77

OFF: 23.02

ELEV: 20.55

OFF: 47.27

ELEV: 18.65

2.0%

2.0%

6.4%

2.0%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

WEDGING / OVERBUILD

.3

OFF: 41.40

ELEV: 19.38

OFF: -29.00

ELEV: 20.43

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

PFG

CROWN

BIRCH STREET - 208+82.13

0 10 20 30 40 50 600-10-20-30

OFF: 61.81

ELEV: 20.05

OFF: 34.23

ELEV: 20.94

OFF: -6.34

ELEV: 21.75

OFF: -18.57

ELEV: 21.51

2.0%

2.0%

3.2%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

OFF: 12.35

ELEV: 21.38

WEDGING / OVERBUILD

EX. GRND

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

A1

DRIVEWAY PROFILES - BIRCH STREET STA. 204+92

B1

DRIVEWAY PROFILES - BIRCH STREET STA. 205+05

C1

DRIVEWAY PROFILES - BIRCH STREET STA. 206+34

D1

DRIVEWAY PROFILES - BIRCH STREET STA. 208+82

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP400

CP501

C1

PFG

TIE INTO EX. DRIVEWAY

END DRIVEWAY

FACE OF CURB

EDGE OF FULL-DEPTH

FACE OF CURB

EDGE OF FULL-DEPTH

BIRCH STREET - 214+48.51

0 10 20 30 40 50 60 70 80 90 100 1100-10-20

OFF: 111.21

ELEV: 23.73

OFF: 10.67

ELEV: 22.03

OFF: 9.82

ELEV: 22.53

OFF: -0.12

ELEV: 23.06

OFF: -0.79

ELEV: 22.56

6.0%

5.3%

5.0%

7.3

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND

1.1%

OFF: 0.00

ELEV: 22.39

OFF: 48.10

ELEV: 20.13

OFF: 65.33

ELEV: 20.38

VALLEY GUTTER

PROP. 15" RCP

PROP. 24" RCP

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

LP

FACE OF CURB

EDGE OF FULL-DEPTH

EOP

FACE OF CURB

EDGE OF FULL-DEPTH

EDGE OF SHOULDER

TIE INTO EX. GRADE

TIE INTO EX. GRADE

END DRIVEWAY

BIRCH STREET - 225+31.25

0 10 20 30 40 50 60 70 800-10-20-30-40

OFF: -37.32

ELEV: 18.93

OFF: -28.65

ELEV: 23.27

OFF: -23.64

ELEV: 23.55

OFF: 2.02

ELEV: 24.06

OFF: 2.69

ELEV: 24.56

OFF: 14.18

ELEV: 24.79

OFF: 14.86

ELEV: 24.29

OFF: 40.95

ELEV: 23.77

.0

2.0%

2.0%

2.0%

1.9%

OFF: 57.66

ELEV: 23.45

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

OFF: -25.64

ELEV: 23.51

WEDGING / OVERBUILD

EX. GRND

0.4%

OFF: 80.50

ELEV: 23.55

OFF: 0.00

ELEV: 24.02

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

EDGE OF SHOULDER

TIE INTO EX. GRADE

END DRIVEWAY

FACE OF CURB

EDGE OF FULL-DEPTH

FACE OF CURB

EDGE OF FULL-DEPTH

EOP

TIE INTO EX. GRADE

BIRCH STREET - 226+28.85

0 10 20 30 40 50 600-10-20-30-40

OFF: -33.68

ELEV: 20.77

OFF: -28.22

ELEV: 23.50

OFF: -23.22

ELEV: 23.78

OFF: 2.00

ELEV: 24.28

OFF: -25.22

ELEV: 23.66

OFF: 2.67

ELEV: 24.78

OFF: 10.44

ELEV: 24.94

OFF: 11.11

ELEV: 24.44

OFF: 37.12

ELEV: 23.92

.0

2.0%

2.0%

2.0%

OFF: 60.00

ELEV: 23.56

1.6%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

OFF: 0.00

ELEV: 24.24

PROP. 18" RCP

PROP. 24" RCP

PFG

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

FACE OF CURB

EDGE OF FULL-DEPTH

FACE OF CURB

EDGE OF FULL-DEPTH

EDGE OF SHOULDER

TIE INTO EX. GRADE

EOP

BIRCH STREET - 227+20.16

0 10 20 30 40 500-10-20-30-40

OFF: -36.09

ELEV: 21.00

OFF: -27.86

ELEV: 23.72

OFF: -24.86

ELEV: 23.96

OFF: 2.00

ELEV: 24.51

OFF: 2.67

ELEV: 25.01

OFF: 6.98

ELEV: 25.10

OFF: 7.64

ELEV: 24.60

OFF: 33.65

ELEV: 24.08

.0

2.0%

2.0%

OFF: 50.00

ELEV: 23.49

3.6%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

2.0%

WEDGING / OVERBUILD

EX. GRND

OFF: 0.00

ELEV: 24.46

PROP. 15" RCP

PROP. 30" RCP

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

A1

DRIVEWAY PROFILES - BIRCH STREET STA. 214+48

B1

DRIVEWAY PROFILES - BIRCH STREET STA. 225+31

C1

DRIVEWAY PROFILES - BIRCH STREET STA. 226+28

D1

DRIVEWAY PROFILES - BIRCH STREET STA. 227+20

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP401

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

CROWN TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EOP

PFG

TIE INTO EX. GRADE

BIRCH STREET - 228+09.78

0 10 20 30 40 50 600-10-20-30-40

OFF: -24.19

ELEV: 23.72

OFF: 0.00

ELEV: 24.62

OFF: -22.85

ELEV: 24.17

OFF: 1.58

ELEV: 24.66

OFF: 24.82

ELEV: 24.20

2.0% 2.0%

1 2.0%

OFF: 47.97

ELEV: 23.73

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

OFF: 31.04

ELEV: 24.07

EX. GRND

PROP. 30" RCP

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

CROWN

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EOP

PFG

TIE INTO EX. GRADE

BIRCH STREET - 228+95.06

0 10 20 30 40 500-10-20-30-40

OFF: -24.42

ELEV: 23.60

OFF: 0.00

ELEV: 24.68

OFF: -22.53

ELEV: 24.23

OFF: 0.78

ELEV: 24.58

OFF: 25.26

ELEV: 24.10

2.0% 2.0%

0.4%

OFF: 29.15

ELEV: 24.14

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

OFF: 47.35

ELEV: 24.06

WEDGING / OVERBUILD

EX. GRND

TIE INTO EX. GRADE

EOP

PFG

CROWN

TIE INTO EX. GRADE

EOP

BIRCH STREET - 230+09.70

0 10 20 30 400-10-20-30-40

OFF: -23.82

ELEV: 23.31

OFF: -22.71

ELEV: 23.69

OFF: 0.00

ELEV: 24.14

OFF: 24.87

ELEV: 23.64

2.0% 2.0%

2.0%

OFF: 33.77

ELEV: 23.82

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

END PARACHUTE

TOWER RD. OVERLAY

PFG

CROWN

EOP

TIE INTO EX. GRADE

EOP

BIRCH STREET - 250+98.87

0 10 20 300-10-20-30-40-50-60-70

OFF: -23.82

ELEV: 20.42

OFF: 0.00

ELEV: 21.14

OFF: 29.41

ELEV: 21.03

OFF: 30.00

ELEV: 21.00

2.0%

0.4% 5.3%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND

OFF: -65.61

ELEV: 19.58

3.0%

WEDGING / OVERBUILD

OFF: -35.60

ELEV: 20.17

OFF: -42.60

ELEV: 20.04

2.1%

PROP. 18" RCP

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

A1

DRIVEWAY PROFILES - BIRCH STREET STA. 228+09

B1

DRIVEWAY PROFILES - BIRCH STREET STA. 228+95

C1

DRIVEWAY PROFILES - BIRCH STREET STA. 230+09

D1

DRIVEWAY PROFILES - BIRCH STREET STA. 250+98

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP402

GRADE BREAK

FACE OF CURB

EDGE OF FULL-DEPTH

FACE OF CURB

EDGE OF FULL-DEPTH

EOP

TIE INTO SITE PLAN - SHEET CS201

PFG

CROWN

EOP

BIRCH STREET - 261+38.42

0 10 20 300-10-20-30-40-50-60-70-80

OFF: -37.07

ELEV: 25.48

OFF: -11.18

ELEV: 26.01

OFF: 0.00

ELEV: 26.72

OFF: -10.51

ELEV: 26.51

OFF: 8.81

ELEV: 26.55

OFF: -62.70

ELEV: 24.98

OFF: 9.48

ELEV: 26.05 OFF: 35.00

ELEV: 25.54

2.0%

6.8

2.0%

2.0% 2.0%

2.0%

OFF: -80.00

ELEV: 23.80

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND

PROP. 15" RCP

HP

FACE OF CURB

EDGE OF FULL-DEPTH

FACE OF CURB

EDGE OF FULL-DEPTH

EOP

TIE INTO PROP. ACCESS ROAD - SHEET CS203

PFGEOP

BIRCH STREET - 267+85.61

0 10 20 300-10-20-30-40-50-60-70-80-90

OFF: -43.28

ELEV: 24.40

OFF: 0.00

ELEV: 25.88

OFF: 30.00

ELEV: 25.28

2.0%

.4

2.0%

0.5%

OFF: -90.00

ELEV: 25.00

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

OFF: -12.00

ELEV: 25.64

OFF: -11.33

ELEV: 26.14

OFF: -7.67

ELEV: 26.52

OFF: -7.00

ELEV: 26.02

EX. GRND

0.5%

OFF: -65.00

ELEV: 25.12

FACE OF CURB

EDGE OF FULL-DEPTH

PFG

FACE OF CURB

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

EOP

BIRCH STREET - 269+29.98

0 10 20 30 40 50 60 70 800-10-20-30

OFF: 0.00

ELEV: 25.18

OFF: 38.01

ELEV: 24.42

2.0%

.4

2.0%

1.0%

OFF: 74.11

ELEV: 24.06

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

OFF: -12.00

ELEV: 24.94

OFF: -11.33

ELEV: 25.44

OFF: -7.67

ELEV: 25.82

OFF: -7.00

ELEV: 25.32

EX. GRND

PROP. 15" RCP

EDGE OF LANE

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

BIRCH STREET - 274+07.00

0 10 20 30 400-10-20-30

OFF: 38.39

ELEV: 25.57

OFF: 22.45

ELEV: 25.77

OFF: 12.00

ELEV: 25.98

OFF: 0.00

ELEV: 26.22

OFF: -12.00

ELEV: 25.98

2.0%2.0%

1.3%

2.0% 2.0%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

PROP. 15" RCP

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

A3

DRIVEWAY PROFILES - BIRCH STREET STA. 261+38

B3

DRIVEWAY PROFILES - BIRCH STREET STA. 267+85

C3

DRIVEWAY PROFILES - BIRCH STREET STA. 269+30

D3

DRIVEWAY PROFILES - BIRCH STREET STA. 274+07

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP403

EDGE OF SHOULDER

TIE INTO EX. GRADE

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

FACE OF CURB

EDGE OF FULL-DEPTH

TOP OF CURB

SIDEWALK

BIRCH STREET - 276+70.85

0 10 20 30 40 500-10-20-30-40

OFF: -28.54

ELEV: 25.19

OFF: -20.93

ELEV: 27.72

OFF: 38.33

ELEV: 25.51

OFF: -15.01

ELEV: 27.61

OFF: -14.34

ELEV: 27.11

OFF: 0.00

ELEV: 27.39

OFF: 14.20

ELEV: 27.11

2.0%

2.0% 2.0%

7.0%3

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

PROP. 18" RCP

TIE INTO EX. GRADE

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

PFG

CROWN

EOP

BIRCH STREET - 283+44.39

0 10 20 300-10-20-30-40

OFF: -42.85

ELEV: 27.05

OFF: -12.00

ELEV: 27.88

OFF: 0.00

ELEV: 28.12

OFF: 26.63

ELEV: 28.31

2.7%

2.0%

0.7%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

TIE INTO EX. GRADE

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

SHOULDER

EDGE OF FULL-DEPTH

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

BIRCH STREET - 286+08.26

0 10 20 300-10-20-30-40

OFF: -10.36

ELEV: 29.23

OFF: -31.70

ELEV: 28.58

OFF: 0.00

ELEV: 29.44

OFF: 10.96

ELEV: 29.22

2.0% 2.0%

3.1%

OFF: 15.60

ELEV: 28.93

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

2.0%

OFF: 14.96

ELEV: 29.14

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

BIRCH STREET - 286+65.26

0 10 20 30 400-10-20-30-40-50

OFF: -30.13

ELEV: 28.53

OFF: -11.30

ELEV: 29.50

OFF: 0.00

ELEV: 29.73

OFF: 10.98

ELEV: 29.51

OFF: 33.06

ELEV: 28.58

2.0% 2.0%

5.2 % 4.4%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

WEDGING / OVERBUILD

EX. GRND

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

A1

DRIVEWAY PROFILES - BIRCH STREET STA. 276+71

B1

DRIVEWAY PROFILES - BIRCH STREET STA. 283+44

C1

DRIVEWAY PROFILES - BIRCH STREET STA. 286+08

D1

DRIVEWAY PROFILES - BIRCH STREET STA. 286+65

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP404

PFG

CROWN

EOP

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

TIE INTO EX. GRADE

BIRCH STREET - 300+46.35

0 10 20 300-10-20-30-40

OFF: -15.63

ELEV: 28.07

OFF: 0.00

ELEV: 28.38

OFF: -34.49

ELEV: 27.68

OFF: 28.04

ELEV: 27.82

2.0% 2.0%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

CROWN

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

BIRCH STREET - 289+57.69

0 10 20 30 40 500-10-20-30-40-50

OFF: -19.68

ELEV: 29.00

OFF: -11.31

ELEV: 30.13

OFF: 0.00

ELEV: 30.36

OFF: 11.34

ELEV: 30.13

OFF: 26.66

ELEV: 28.99

.5

2.0% 2.0%

.4

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

WEDGING / OVERBUILD

EX. GRND

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

A1

DRIVEWAY PROFILES - BIRCH STREET STA. 289+58

B1

DRIVEWAY PROFILES - BIRCH STREET STA. 300+46

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP405

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

PFG

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

SHOULDER

EDGE OF FULL-DEPTH

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

CROWN

TIE INTO EX. GRADE

EDGE OF SHOULDER

MCHUGH - 411+72.48

0 10 20 30 40 50 60 70 800-10-20-30-40

OFF: -29.64

ELEV: 20.82

OFF: -25.64

ELEV: 21.14

OFF: -39.79

ELEV: 17.44

OFF: 78.17

ELEV: 20.96

OFF: -0.72

ELEV: 21.64

OFF: 26.04

ELEV: 21.11

.0

2.0% 2.0%

0.3%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%

EX. GRND

OFF: 0.00

ELEV: 21.62

OFF: 18.11

ELEV: 21.26

OFF: -21.24

ELEV: 21.23

PROP. 18" RCP

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

SHOULDER

EDGE OF FULL-DEPTH

EDGE OF SHOULDERDITCH BOTTOM

TIE INTO EX. GRADE

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

PFG

CROWN

MCHUGH - 417+79.66

0 10 20 300-10-20-30-40-50

OFF: -41.29

ELEV: 22.68

OFF: -39.03

ELEV: 21.92

OFF: -36.98

ELEV: 22.61

OFF: -32.98

ELEV: 22.93

OFF: 0.00

ELEV: 23.59

OFF: 20.64

ELEV: 23.38

.0

2.0%

1.0%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

WEDGING / OVERBUILD

EX. GRND

OFF: -20.13

ELEV: 23.18

EDGE MILL & OVERLAY

EDGE OF FULL-DEPTH

SHOULDER

EDGE OF FULL-DEPTH

EDGE OF SHOULDER

DITCH BOTTOM

TIE INTO EX. GRADE

TIE INTO EX. GRADE

END DRIVEWAY OVERLAY

PFG

CROWN

MCHUGH - 419+16.86

0 10 20 300-10-20-30-40

OFF: -29.75

ELEV: 23.30

OFF: -28.85

ELEV: 23.00

OFF: -28.30

ELEV: 23.18

OFF: -24.30

ELEV: 23.50

OFF: 0.00

ELEV: 23.99

OFF: 17.24

ELEV: 23.84

.0

2.0%

0.8%

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND

OFF: -17.34

ELEV: 23.64

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

A1

DRIVEWAY PROFILES - MCHUGH BLVD STA. 411+72

B1

DRIVEWAY PROFILES - MCHUGH BLVD STA. 417+80

C1

DRIVEWAY PROFILES - MCHUGH BLVD STA. 419+17

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

1" = 5' (HORIZONTAL) 1" = 5' (VERTICAL)

CP406

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

H

S

T

R

E

E

T

C

E

C

E

C

E

C

E

C

E

E

C

E

C

E

C

E

C

E

24.00 23.00

23.00

23.00

22.00

23.00

23.00

.0

23.0024.00

24.00

23.00

24.00

24.00

22.00

24.00

24.0

24.00

24.00

15.00

20.00

S

E

R

V

I

O

A

D

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR GENERAL SITE NOTES.

3. SEE SHEETS CP201 FOR NEW ROADWAY

PLAN.

PLAN

NORTH

CE201

B1

EXISTING CONDITIONS SITE PLAN - CREDIT UNION PARKING LOT

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

C

C

A1

EXISTING CONDITIONS SITE PLAN - DUNKIN' DONUTS DRIVE

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

C

C

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 R E E K

B

I

R

R

E

E

T

C

E

C

E

C

E

C

E

C

E

C

E

C

E

C

E

C

E

.0

.00

25.00

.0

24.00

24.0

20.00

.0

.0

.0

.0

.0

.0

24.00

.0 .0

.0

.0

.0

.0

.00

23.00 23.00

24.00

24.00

24.00

24.00

24.00

24.00

21.00 22.00 23.00

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR GENERAL SITE NOTES.

3. SEE SHEETS CP202 FOR NEW ROADWAY

PLAN.

PLAN

NORTH

A1

EXISTING CONDITIONS SITE PLAN - WENDY'S PARKING LOT

PLAN

NORTH

SCALE IN FEET

20' 40'

1" = 20'

CE202

C

E

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

E

C

E

C

E

C

E

C

E

C

E

C

E

C

E

C

E

25.00

.0

.0

.0

24.00

.0

.0

.0

.0

24.0

.0

23.00 22.00 21.00

20.00

24.00

25.00

.0

.00

.0

.0

.0

.0 0 20

.0

24.00

22.00

23.00

.00

.00

.0

.0

.0

20.00

1.0

22.00

.0

.0

25.00

BORING LOCATION

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR GENERAL SITE NOTES.

3. SEE SHEETS CP203 FOR NEW ROADWAY

PLAN.

PLAN

NORTH

A1

EXISTING CONDITIONS SITE PLAN - TACO BELL PARKING LOT

PLAN

NORTH

SCALE IN FEET

20' 40'

PLAN

NORTH

C3

EXISTING CONDITIONS SITE PLAN -

SUBSTATION DRIVEWAY

SCALE IN FEET

20' 40'

1" = 20'

CE203

1" = 20'

C

E

WORK NOTES

1. BMP-2

LEGEND

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

E

C

E

C

E

C

E

C

E

C

E

C

E

C

E

C

E

BORING LOCATION

PLAN

NORTH

CE204

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR GENERAL SITE NOTES.

3. SEE SHEETS CP117 FOR NEW ROADWAY

PLAN.

WORK NOTES

LEGEND

1. PC-16

B1

EXISTING CONDITIONS SITE PLAN - HOLCOMB BLVD.

A1

EXISTING CONDITIONS SITE PLAN - HOLCOMB BLVD.

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

C

E

E E K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

C R E E K

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

24.00 23.00

23.00

23.00

22.00

23.00

23.00

.0

23.0024.00

24.00

23.00

24.00

24.00

22.00

24.00

24.0

24.00

24.00

15.00

20.00

PLL

SC

SC

PLL

P L L

PLL

N: 341100.29

E: 2499782.09

N: 341129.51

E: 2499839.74

N: 341051.10

E: 2499726.63

N: 340224.75

E: 2499929.44

N: 340217.41

E: 2499936.22

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP201 FOR NEW ROADWAY

PLAN.

WORK NOTES

DEMO LEGEND

1. REMOVE CONCRETE CURBING AND BASE

2. REMOVE STORM DRAIN STRUCTURE

3. PLUG END OF PIPE AND FILL WITH FLOWABLE

FILL

PLAN

NORTH

CD201

C

D

C

C

B1

DEMOLITION SITE PLAN - CREDIT UNION PARKING LOT

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

A1

DEMOLITION SITE PLAN - DUNKIN' DONUTS DRIVE

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

E E K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

C R E E K

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

.0

.00

25.00

.0

24.00

24.0

20.00

.0

.0

.0

.0

.0

.0

24.00

.0 .0

.0

.0

.0

.0

.00

23.00 23.00

24.00

24.00

24.00

24.00

24.00

24.00

21.00 22.00 23.00

N: 340659.73

E: 2500101.82

N: 340674.17

E: 2500016.16

N: 340732.59

E: 2499945.85

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP202 FOR NEW ROADWAY

PLAN.

WORK NOTES

DEMO LEGEND

PLL

PLL

SC

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE CONCRETE CURBING AND BASE

PLAN

NORTH

A1

DEMOLITION SITE PLAN - WENDY'S PARKING LOT

SCALE IN FEET

20' 40'

SC

STA. 265+11.48

OFF: 79.50 LT

PLAN

NORTH

1" = 20'

CD202

SC

PLL

PLL

PLL

C

D

E E K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

C R E E K

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

25.00

.0

.0

.0

24.00

.0

.0

.0

.0

24.0

.0

23.00 22.00 21.00

20.00

24.00

25.00

.0

.00

.0

.0

.0

.0 0 20

.0

24.00

22.00

23.00

.00

.00

.0

.0

.0

N: 340538.71

E: 2500428.38

N: 340572.66

E: 2500397.24

N: 340543.13

E: 2500410.24

N: 340531.10

E: 2500424.76

N: 340587.98

E: 2500164.95

N: 340664.10

E: 2500270.59

N: 340680.59

E: 2500309.97

N: 340416.58

E: 2500350.22

N: 340507.93

E: 2500150.41

20.00

1.0

22.00

.0

.0

25.00

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

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP203 FOR NEW ROADWAY

PLAN.

WORK NOTES

DEMO LEGEND

PLL

SC

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE CONCRETE CURBING AND BASE

3. PLUG PIPING BETWEEN STORM STRUCTURE

1046 AND 1047 AND FILL PIPE WITH FLOWABLE

FILL.

4. REMOVE AND RELOCATE SIGN PER DRAWING

CM203 (TYP).

PLAN

NORTH

PLL

PLL

SC

A1

DEMOLITION SITE PLAN - TACO BELL PARKING LOT

PLAN

NORTH

SCALE IN FEET

20' 40'

PLAN

NORTH

C1

DEMOLITION SITE PLAN - SUBSTATION DRIVEWAY

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CD203

PLL

PLL

PLL

SC

PLL

C

D

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

N: 339863.73

E: 2499785.39

N: 339848.81

E: 2499798.75

N: 340009.49

E: 2499963.61

N: 339993.81

E: 2499977.71

N: 340038.17

E: 2500006.95

N: 340047.93

E: 2500030.18

N: 340023.11

E: 2499989.83

N: 340023.96

E: 2500002.91

N: 339987.23

E: 2499947.35

N: 339972.87

E: 2499929.61

N: 339955.44

E: 2499920.89

N: 339975.49

E: 2499945.56

N: 339780.27

E: 2499589.38

N: 339760.72

E: 2499578.46

N: 339739.53

E: 2499659.83

N: 339714.74

E: 2499663.20

C

E

C

E

C

E

C

E

C

E

C

E

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

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP203 FOR NEW ROADWAY

PLAN.

WORK NOTES

DEMO LEGEND

1. REMOVE STORM STRUCTURE (TYP)

2. REMOVE STORM DRAIN PIPE (TYP)

3. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

CD204

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

PLAN

NORTH

KEY PLAN

B1

DEMOLITION PLAN - HOLCOMB BLVD.

A1

DEMOLITION PLAN - HOLCOMB BLVD.

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

C

D

PLL

PLL

PLL

PLL

PLL

2 2

SC

SC

SC

SC

SOIL

STABILIZATION

BLANKET

B/M

CONCRETE

WASH AREA

SF

CE

CWA

IP

OUTLET

PROTECTION

SPEC 6.41

OP

CHECK DAM

SPEC 6.87

CD

PERMANENT

SODDING

PS

PS

B/M

4" TOPSOIL AND CENTIPEDE SOD

LIMIT OF DISTURBANCE

INLET

PROTECTION

SPEC 6.52

CONSTRUCTION

ENTRANCE

SPEC 6.06

SILT FENCE

TITLE KEY SYMBOL

CULVERT INLET

PROTECTION

CIP

A2

CC502

A3

CC501

A4

CC505

A1

CC501

A4

CC503

A1

CC503

A4

CC504

B2

CC504

DETAIL

DRAINAGE FLOW ARROW

24.00 23.00

23.00

23.00

22.00

23.00

23.00

.0

23.0024.00

24.00

23.00

24.00

24.00

22.00

24.00

24.0

24.00

24.00

15.00

20.00

R

C P

R

C P

R

C

P

R

C

P

15"RCP

R

C

P

R

C

P

R

C

P

15"RCP

R

C

P

R

C

P

15"RCP

I P

SF

IP

IP

OP

IP

IP

IP

S

E

R

V

I

O

A

D

IP

IP

IP

IP

I P

P

S

PS

PS

PS

PS

PS

OP

P

S

604B

410B

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

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

18"RCP

IP

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

B1

EROSION AND SEDIMENT CONTROL SITE PLAN - CREDIT UNION PARKING LOT

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY NOTES

AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET CC500 FOR EROSION AND

SEDIMENT CONTROL NOTES.

3. SEE SHEETS CP201 FOR NEW ROADWAY PLAN.

4. ALL AREAS OF DISTURBANCE OUTSIDE THE

LIMITS OF NEW PAVEMENT SHALL BE

PERMANENTLY RESTORED WITH 4 INCHES OF

TOPSOIL AND PERMANENT SOD. EROSION

CONTROL BLANKET SHALL BE USED

WHEREVER FINISHED GRADE SLOPE IS 3H:1V

OR GREATER.

5. EROSION AND SEDIMENT CONTROL FOR

UTILITY CONSTRUCTION SHALL BE PROVIDED IN

ACCORDANCE WITH APPROVED PLANS. UTILITY

CONSTRUCTION SHALL ONLY BE FOR AREAS

WITHIN THE DELINEATED LIMIT OF

DISTURBANCE. WHEN SAME DAY

STABILIZATION IS APPROVED:

A. EXCAVATED TRENCH MATERIAL SHALL BE

PLACED ON THE HIGH SIDE OF THE TRENCH.

B. TRENCHES FOR UTILITY INSTALLATION SHALL

BE BACKFILLED, COMPACTED, AND

STABILIZED AT THE END OF EACH WORKING

DAY.

6. FOLLOWING INITIAL SOIL DISTURBANCE OR

RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION SHALL BE

COMPLETED WITHIN:

A. THREE (3) CALENDAR DAYS AS TO THE

SURFACE OF ALL PERIMETER CONTROLS,

DITCHES AND SLOPES 3H:1V OR STEEPER;

AND

B. SEVEN (7) CALENDAR DAYS IF DISTURBED

AREAS ARE NOT UNDER ACTIVE GRADING.

LEGEND

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

CC201

PLAN

NORTH

C

C

A1

EROSION AND SEDIMENT CONTROL SITE PLAN - DUNKIN' DONUTS DRIVE

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

C

C

BLANKET

B/M

CONCRETE

WASH AREA

SF

CE

CWA

IP

OUTLET

PROTECTION

SPEC 6.41

OP

CHECK DAM

SPEC 6.87

CD

PERMANENT

SODDING

PS

PS

B/M

4" TOPSOIL AND CENTIPEDE SOD

LIMIT OF DISTURBANCE

INLET

PROTECTION

SPEC 6.52

CONSTRUCTION

ENTRANCE

SPEC 6.06

SILT FENCE

TITLE KEY SYMBOL

CULVERT INLET

PROTECTION

CIP

A2

CC502

A3

CC501

A4

CC505

A1

CC501

A4

CC503

A1

CC503

A4

CC504

B2

CC504

DETAIL

DRAINAGE FLOW ARROW

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

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

.0

.00

25.00

.0

24.00

24.0

20.00

.0

.0

.0

.0

.0

.0

24.00

.0 .0

.0

.0

.0

.0

.00

23.00 23.00

24.00

24.00

24.00

24.00

24.00

24.00

21.00 22.00 23.00

SF

IP

IP

IP

I P

IP

IP

IP

IP

PS

PS

PS

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

PLAN

NORTH

A1

EROSION AND SEDIMENT CONTROL SITE PLAN - WENDY'S PARKING LOT

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY NOTES

AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET CC500 FOR EROSION AND

SEDIMENT CONTROL NOTES.

3. SEE SHEETS CP202 FOR NEW ROADWAY PLAN.

4. ALL AREAS OF DISTURBANCE OUTSIDE THE

LIMITS OF NEW PAVEMENT SHALL BE

PERMANENTLY RESTORED WITH 4 INCHES OF

TOPSOIL AND PERMANENT SOD. EROSION

CONTROL BLANKET SHALL BE USED

WHEREVER FINISHED GRADE SLOPE IS 3H:1V

OR GREATER.

5. EROSION AND SEDIMENT CONTROL FOR

UTILITY CONSTRUCTION SHALL BE PROVIDED IN

ACCORDANCE WITH APPROVED PLANS. UTILITY

CONSTRUCTION SHALL ONLY BE FOR AREAS

WITHIN THE DELINEATED LIMIT OF

DISTURBANCE. WHEN SAME DAY

STABILIZATION IS APPROVED:

A. EXCAVATED TRENCH MATERIAL SHALL BE

PLACED ON THE HIGH SIDE OF THE TRENCH.

B. TRENCHES FOR UTILITY INSTALLATION SHALL

BE BACKFILLED, COMPACTED, AND

STABILIZED AT THE END OF EACH WORKING

DAY.

6. FOLLOWING INITIAL SOIL DISTURBANCE OR

RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION SHALL BE

COMPLETED WITHIN:

A. THREE (3) CALENDAR DAYS AS TO THE

SURFACE OF ALL PERIMETER CONTROLS,

DITCHES AND SLOPES 3H:1V OR STEEPER;

AND

B. SEVEN (7) CALENDAR DAYS IF DISTURBED

AREAS ARE NOT UNDER ACTIVE GRADING.

LEGEND

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

CC202

C

C

STABILIZE DISTURBED PORTION OF

CHANNEL WITH STABILIZATION MATTING

UPON REMOVAL OF EXISTING SLUICE

GATE AND GRADING OPERATIONS

BLANKET

B/M

CONCRETE

WASH AREA

SF

CE

CWA

IP

OUTLET

PROTECTION

SPEC 6.41

OP

CHECK DAM

SPEC 6.87

CD

PERMANENT

SODDING

PS

PS

B/M

4" TOPSOIL AND CENTIPEDE SOD

LIMIT OF DISTURBANCE

INLET

PROTECTION

SPEC 6.52

CONSTRUCTION

ENTRANCE

SPEC 6.06

SILT FENCE

TITLE KEY SYMBOL

CULVERT INLET

PROTECTION

CIP

A2

CC502

A3

CC501

A4

CC505

A1

CC501

A4

CC503

A1

CC503

A4

CC504

B2

CC504

DETAIL

DRAINAGE FLOW ARROW

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

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

25.00

.0

.0

.0

24.00

.0

.0

.0

.0

24.0

.0

23.00 22.00 21.00

20.00

24.00

25.00

.0

.00

.0

.0

.0

.0 0 20

.0

24.00

22.00

23.00

.00

.00

.0

.0

.0

15"RCP

R

C

P

R

C

P

R

C

P

R

C

P

R

C P

R

C

P

R

C

P

R

C P

12"RCP

15"RCP

IP

IP

SF

IP

IP

IP

IP

IP

IP

IP

IP

SF

SF

IP

IP

IP

PS

PS

PS

RR

OP

P S

SF

SF

B/M

B/M

RR

B/M

OP

IP

20.00

1.0

22.00

.0

.0

25.00

R

C

P

R

C

P

R

C

P

R

C

P

IP

IP

IP

PS

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

PLAN

NORTH

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY NOTES

AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET CC500 FOR EROSION AND

SEDIMENT CONTROL NOTES.

3. SEE SHEETS CP203 FOR NEW ROADWAY PLAN.

4. ALL AREAS OF DISTURBANCE OUTSIDE THE

LIMITS OF NEW PAVEMENT SHALL BE

PERMANENTLY RESTORED WITH 4 INCHES OF

TOPSOIL AND PERMANENT SOD. EROSION

CONTROL BLANKET SHALL BE USED

WHEREVER FINISHED GRADE SLOPE IS 3H:1V

OR GREATER.

5. EROSION AND SEDIMENT CONTROL FOR

UTILITY CONSTRUCTION SHALL BE PROVIDED IN

ACCORDANCE WITH APPROVED PLANS. UTILITY

CONSTRUCTION SHALL ONLY BE FOR AREAS

WITHIN THE DELINEATED LIMIT OF

DISTURBANCE. WHEN SAME DAY

STABILIZATION IS APPROVED:

A. EXCAVATED TRENCH MATERIAL SHALL BE

PLACED ON THE HIGH SIDE OF THE TRENCH.

B. TRENCHES FOR UTILITY INSTALLATION SHALL

BE BACKFILLED, COMPACTED, AND

STABILIZED AT THE END OF EACH WORKING

DAY.

6. FOLLOWING INITIAL SOIL DISTURBANCE OR

RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION SHALL BE

COMPLETED WITHIN:

A. THREE (3) CALENDAR DAYS AS TO THE

SURFACE OF ALL PERIMETER CONTROLS,

DITCHES AND SLOPES 3H:1V OR STEEPER;

AND

B. SEVEN (7) CALENDAR DAYS IF DISTURBED

AREAS ARE NOT UNDER ACTIVE GRADING.

LEGEND

A1

EROSION AND SEDIMENT CONTROL SITE PLAN - TACO BELL PARKING LOT

PLAN

NORTH

SCALE IN FEET

20' 40'

PLAN

NORTH

C3

EROSION AND SEDIMENT CONTROL SITE PLAN -

SUBSTATION DRIVEWAY

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC203

C

C

STABILIZE DISTURBED

PORTION OF CHANNEL WITH

STABILIZATION MATTING

2020-06-12T09:54:25-0400

2020-06-12T09:54:33-0400

2020-06-12T09:54:37-0400

2020-06-12T09:54:38-0400

2020-06-12T09:54:38-0400

2020-06-12T09:54:42-0400

2020-06-12T09:54:46-0400

2020-06-12T09:54:47-0400

2020-06-12T09:54:51-0400

2020-06-12T09:54:52-0400

2020-06-12T09:54:56-0400

2020-06-12T09:54:59-0400

2020-06-12T09:55:00-0400

2020-06-12T09:55:01-0400

2020-06-12T09:55:05-0400

2020-06-12T09:55:05-0400

2020-06-12T09:55:06-0400

2020-06-12T09:55:10-0400

2020-06-12T09:55:14-0400

2020-06-12T09:55:18-0400