1374744dwg10of27_Vol1-Sht 124-160.pdf

0.39%

0.88%

S T

A

E L E

V

PVI STA:203+71.92

PVI ELEV:19.72

LVC:48.00

K:98.95

LOW PT STA: 203+47.92

LOW PT ELEV: 19.63

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:204+73.35

PVI ELEV:20.61

LVC:39.87

K:63.66

HIGH PT STA: 204+93.28

HIGH PT ELEV: 20.66

P V

C

S

T A

E L E

P V

T

S

T A

E L E

203+00

204+00

205+00

206+00

207+00

P R

O P

G

R A

D E

PROP. GRND @ ℄

STA. 203+54.82

BEGIN PROJECT

BEGIN OVERLAY

BEGIN WIDENING

BEGIN PROFILE

ADJUSTMENT

DESIGN SPEED:

40 MPH

DESIGN SPEED: 40 MPH

H P

D

R I V

E

S T

A

E L

E V

B L

D G

D

R I V

E

S T

A

E L

E V

0.57%

1.00%

0.25%

PVI STA: 211+88.55

PVI ELEV: 23.26

K: 65.41

LVC: 28.00

HIGH PT. STA.=212+02.55

HIGH PT. ELEV.=23.34

B V

C S

B V

C E

E V

C S

E V

C E

B V

C S

B V

C E

208+00

209+00

210+00

211+00

212+00

PROP. GRND @ ℄

M C

H U

G H

B

L V

D

S T

A

E L

E V

0%

-6%

+6%

PC

STA. 212+14.55

STA. 211+50 BEGIN LT EOP

TRANSITION FROM -0.4%

LEFT EOP

RIGHT EOP

P R

O P

G

R A

℄ 3

-0.82%

-0.91%

-0.82%

-0.91%

S T

E L E

STA = 210+50.00

ELEV = 19.98

S T

E L E

S T

E L E

-1 .7

-1 .7

STA = 211+63.87

ELEV = 20.50

SPECIAL

DITCH 3

SPECIAL

DITCH 2

0.13%

1.40%

S T

E L E

STA = 210+25.00

ELEV = 18.00

STA = 210+50.00

ELEV = 19.00

SPECIAL

DITCH 1

STA = 209+75.00

ELEV = 17.30

DESIGN

SPEED:

25 MPH

DESIGN SPEED: 40 MPH

STA. 211+25

BEGIN RT EOP

TRANSITION FROM 0.0%

PVI STA.=210+73.60

PVI ELEV.=22.11

L=48.00

K=64.28

LOW PT. STA.=210+49.60

LOW PT. ELEV.=22.05

P V

C

S

T A

E l e v

P V

T

S

T A

E l e v

B L

D G

D

R I V

E

S T

A

E L

E V

M c

H

U

G

H

CP200

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

KEY PLAN

C1

PROFILE - BIRCH STREET STA. 202+50 TO 207+50

A1

PROFILE - BIRCH STREET STA. 207+50 TO 212+50

PLAN

NORTH

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP100 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP200

-0.75%

0.46%

PVI STA:214+82.39

PVI ELEV:22.28

LVC:100.00

K:82.91

LOW PT STA: 214+94.57

LOW PT ELEV: 22.42

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA: 212+81.39

PVI ELEV: 23.78

K: 75.84

LVC: 100.00

E V

C S

E V

C E

HIGH PT. STA: 212+74.50

HIGH PT ELEV: 23.62

PVI STA: 217+40.90

PVI ELEV: 23.46

K: 501.19

LVC: 100.00

B V

C S

B V

C E

213+00

214+00

215+00

216+00

217+00

PROP. GRND @ ℄

PT

STA. 216+45.21LEFT EOP

RIGHT EOP

STA. 213+43.57

END RT EOP

TRANSITION

STA. 214+42.58

END LT EOP

TRANSITION

STA. 215+93.78

BEGIN LT EOP

TRANSITION FROM 6%

STA. 217+36.63

END RT EOP TRANSITION

-2.0% (NORMAL CROWN)

P R

O P

G

R A

STA = 216+00.00

ELEV = 15.40

1.00% 1.00%

STA = 212+60.59

ELEV = 18.80

STA = 214+39.20

ELEV = 20.59

SPECIAL DITCH 4

SPECIAL DITCH 3

D R

I V

E

R

T

S T

A

E L

E V

DESIGN SPEED: 40 MPH

DESIGN SPEED: 25 MPH

DESIGN SPEED: 40 MPH

0%

-6%

+6%

0%

-6%

+6%

0%

-6%

+6%

LEFT EOP

RIGHT EOP

STA. 215+53.78

BEGIN RT EOP

TRANSITION FROM 6%

M c

H

U

G

H

C

P

C

P

C

P

C

P

W

A

L

L

A

C

R

E

E

K

C

P

0.26%

P V

T

S

T A

E L E

PVI STA: 222+20.37

PVI ELEV: 24.69

K: 592.14

LVC: 300.00

P V

C

S

T A

E L E

HIGH PT. STA: 222+22.33

HIGH PT ELEV: 24.50

218+00

219+00

220+00

221+00

222+00

P R

O P

G

R A

PROP. GRND @ ℄

W A

L L

A C

E

C

R E

K

S

O U

T

S T

A

E L

E V

W A

L L

A C

E

C

R E

S T

A

E L

E V

0%

-6%

+6%

LEFT EOP

STA. 217+99.50

END LT EOP TRANSITION

-2.0% (NORMAL CROWN)

1.3 6%

STA = 220+50.00

ELEV = 21.51

1.3 6%

-2 .0

STA = 221+50.00

ELEV = 19.00

SPECIAL DITCH 4

SPECIAL DITCH 5

DESIGN SPEED: 40 MPH

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

C1

PROFILE - BIRCH STREET STA. 212+50 TO 217+50

A1

PROFILE - BIRCH STREET STA. 217+50 TO 222+50

PLAN

NORTH

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP101 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP201

I

R

C

H

C

P

C

P

W

A

L

L

A

E

E

K

C

P

C

P

228+00

229+00

230+00

231+00

232+00

-0.50%

P R

O P

G

R A

PROP. GRND @ ℄

STA. 230+14.25

END WIDENING

D R

I V

E

R

T

S T

A

E L

E V

D R

I V

E

R

T

S T

A

E L

E V

DESIGN SPEED: 40 MPH

PVI STA:228+69.03

PVI ELEV:24.84

LVC:250.00

K:333.33

HIGH PT STA: 228+77.37

HIGH PT ELEV: 24.70

P V

T

S

T A

E L E

D R

I V

E

R

T

S T

A

E L

E V

-0.25% 0.25%

PVI STA.=225+13.15

PVI ELEV.=23.95

L=100.00

K=200.00

LOW PT. STA.=225+13.15

LOW PT. ELEV.=24.02

P V

C

S

T A

E l e v

P V

T

S

T A

E l e v

PVI STA: 222+20.37

PVI ELEV: 24.69

K: 592.14

LVC: 300.00

P V

T

S

T A

E L

E V

223+00

224+00

225+00

226+00

227+00

P R

O P

G

R A

PROP. GRND @ ℄

-2 .0

STA = 223+50.00

ELEV = 15.00

S T

E L

SPECIAL DITCH 5

D R

I V

E

L T

S

T A

E L E

V

D R

I V

E

R

T

S T

A

E L E

V

D R

I V

E

R

T

S T

A

E L E

V

D R

I V

E

R

T

S T

A

E L E

V

HIGH PT. STA: 222+22.33

HIGH PT ELEV: 24.50

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

P V

C

S

T A

E L

E V

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 C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP102 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

KEY PLAN

PLAN

NORTH

C1

PROFILE - BIRCH STREET STA. 222+50 TO 227+50

A1

PROFILE - BIRCH STREET STA. 227+50 TO 232+50

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP202

S T

E L E

233+00

234+00 235+00 236+00 237+00

P R

O P

G

R A

PROP. GRND @ ℄

STA. 233+60.71

END PROFILE

ADJUSTMENT

MATCH EX. GRND.

NO SURVEY DATA

MILL & OVERLAY

EXISTING PAVEMENT

TO MATCH EXISTING PAVEMENT ELEVATION AND

CROSS SLOPE

-0.50%

238+00 239+00 240+00 241+00 242+00

NO SURVEY DATA

MILL & OVERLAY

EXISTING PAVEMENT

TO MATCH EXISTING PAVEMENT ELEVATION AND

CROSS SLOPE

B

E

A

V

E

R

B

I

R

C

H

S

T

R

E

E

T

B E A R

C

P

H

E

A

D

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

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

PLAN

NORTH

C1

PROFILE - BIRCH STREET STA. 232+50 TO 237+50

A1

PROFILE - BIRCH STREET STA. 237+50 TO 242+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP103 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP203

243+00 244+00 245+00 246+00 247+00

S T

E L E

S T

E L E

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

NO SURVEY DATA

MILL & OVERLAY

EXISTING PAVEMENT

TO MATCH EXISTING PAVEMENT ELEVATION AND

CROSS SLOPE

STA. 246+95.40

BEGIN PROFILE

ADJUSTMENT

MATCH EX. GRND.

-0.37% 0.22%

S T

E L E

S T

E L E

248+00

249+00

250+00

251+00

252+00

-0.38%

0.58%

1.1 9%

-0.38%

0.58%

1.1 9%

PVI STA:249+40.29

PVI ELEV:20.21

LVC:65.00

K:67.50

LOW PT STA: 249+33.43

LOW PT ELEV: 20.29

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:251+89.09

PVI ELEV:21.67

LVC:40.00

K:66.43

LOW PT STA: 251+69.09

LOW PT ELEV: 21.55

P V

C

S

T A

E L E

P V

T

S

T A

E L E

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

STA. 251+10.00

BEGIN WIDENING

1.2 5%

1.2 5%

STA = 249+10.00

ELEV = 15.60

S T

E L E

S T

E L E

1.85%

S T

E L E

P A

R A

C H

U T

E

T

O W

T A

E L E

V

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

SPECIAL DITCH 11

SPECIAL DITCH 12

B

E

A

V

E

R

D

A

M

S

T

R

E

E

T

B E A R

C

P

C

P

C

P

H

E

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

PLAN

NORTH

PLAN

NORTH

KEY PLAN

GENERAL NOTES

KEY PLAN

C1

PROFILE - BIRCH STREET STA. 242+50 TO 247+50

A1

PROFILE - BIRCH STREET STA. 247+50 TO 252+50

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP104 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP204

0.33%

0.75%

PVI STA:255+17.69

PVI ELEV:23.61

K:237.09

LVC:100.00

LOW PT STA: 254+67.69

LOW PT ELEV: 23.44

B V

C S

B V

C E

E V

C S

E V

C E

PVI STA:252+89.96

PVI ELEV:22.86

LVC:59.22

K:69.08

HIGH PT STA: 253+19.57

HIGH PT ELEV: 22.96

P V

C

S

T A

E L E

P V

T

S

T A

E L E

253+00

254+00

255+00

256+00

257+00

PROP. GRND @ ℄

S T

A

E L E

V

STA. 255+38.86

END OVERLAY

BEGIN FULL DEPTH

REPLACEMENT

DESIGN SPEED: 40 MPH

S T

A

E L E

V

S E

R V

I C

E

R

D

E X

C H

A N

I V

E W

Y

DESIGN SPEED: 40 MPH

E X

G

R A

P

R O

P

G

R A

-0.50%

PVI STA:259+75.00

PVI ELEV:27.04

LVC:200.00

K:160.00

HIGH PT STA: 259+95.00

HIGH PT ELEV: 26.74

P V

C

S

T A

E L

E V

P V

T

S

T A

E L

E V

258+00

259+00

260+00

261+00

262+00

PROP. GRND @ ℄

DESIGN SPEED: 40 MPH

0.75%

S T

A

E L

E V

B U

I L

D I N

G

D

R I

P R

O P

G

R A

E

X

G R

A D

E

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

C

P

C

P

C

P

C

P

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

PLAN

NORTH

C1

PROFILE - BIRCH STREET STA. 252+50 TO 257+50

A1

PROFILE - BIRCH STREET STA. 257+50 TO 262+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP105 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP205

0.50%

PVI STA:264+11.47

PVI ELEV:24.86

LVC:200.00

K:200.00

LOW PT STA: 264+11.47

LOW PT ELEV: 25.11

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:267+01.55

PVI ELEV:26.31

LVC:200.00

K:200.00

HIGH PT STA: 267+01.55

HIGH PT ELEV: 26.06

P V

C

S

T A

E L E

-0.72%

0.82%

263+00

264+00

265+00

266+00

267+00

PROP. GRND @ ℄

SPECIAL DITCH 6

SEE SHEET C008 AND

CP106 FOR DETAILS

S T

E L E

S T

E L E

STA = 267+50.00

ELEV = 24.75

DESIGN SPEED: 40 MPH DESIGN SPEED: 40 MPH

S T

A

E L E

V

E X

I S

T I N

G

D

R I V

E W

X

G

R A

P

R O

P

G

R A

S T

A

E L E

V

E X

I S

T I N

G

D

R I V

E W

-0.50%

0.75%

-0.50%

PVI STA:270+09.59

PVI ELEV:24.77

LVC:200.00

K:160.00

LOW PT STA: 269+89.59

LOW PT ELEV: 25.07

P V

C

S

T A

E L

E V

P V

T

S

T A

E L

E V

PVI STA:272+75.00

PVI ELEV:25.56

LVC:100.00

K:100.00

LOW PT STA: 272+75.00

LOW PT ELEV: 25.69

P V

C

S

T A

E L

E V

PVI STA:267+01.55

PVI ELEV:26.31

LVC:200.00

K:200.00

HIGH PT STA: 267+01.55

HIGH PT ELEV: 26.06

P V

T

S

T A

E L

E V

-1.25%

268+00

269+00

270+00

271+00

272+00

PROP. GRND @ ℄

SPECIAL DITCH 6

SEE SHEET C008 AND

CP106 FOR DETAILS

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

S T

A

E L

E V

S T

A

E L

E V

STA. 271+42.33

END FULL DEPTH

REPLACEMENT

BEGIN OVERLAY

H O

L C

O M

B

B

L V

D

S T

A

E L

E V

T A

O

L

L

D

R I V

E

D U

N K

I N

D

O N

U T

S

D

R I

X

G

R A

P

R O

P

G

R A

STA = 267+50.00

ELEV = 24.75

S T

E L

DESIGN SPEED:

40 MPH

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

P

C

P

C

P

C

P

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

PLAN

NORTH

C1

PROFILE - BIRCH STREET STA. 262+50 TO 267+50

A1

PROFILE - BIRCH STREET STA. 267+50 TO 272+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP106 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP206

A

D

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

P

C

P

C

P

C

P

C

P

0.50%

PVI STA:272+75.00

PVI ELEV:25.56

LVC:100.00

K:100.00

LOW PT STA: 272+75.00

LOW PT ELEV: 25.69

P V

T

S

T A

E L E

PVI STA:276+75.00

PVI ELEV:27.56

LVC:98.53

K:69.58

HIGH PT STA: 276+60.52

HIGH PT ELEV: 27.40

P V

C

S

T A

E L E

P V

T

S

T A

E L E

.5

S T

E L E

S T

E L E

273+00

274+00

275+00

276+00

277+00

PROP. GRND @ ℄

STA. 274+50.00

END WIDENING

BEGIN FULL DEPTH

REPLACEMENT

S T

A

E L E

V

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

-0.92%

SPECIAL DITCH 7

SEE SHEET C009 AND

CP107 FOR DETAILS

S T

A

E L E

V

S T

A

E L E

V

B U

I L D

I N

G

D

R I

U

I L D

I N

G

D

R I

W E

E X

G

R A

P

R O

P

G

R A

-0.92%

-0.50%

1.5 0%

PVI STA:279+05.75

PVI ELEV:25.74

LVC:75.00

K:36.79

LOW PT STA: 278+88.06

LOW PT ELEV: 25.89

P V

C

S

T A

E L

E V

P V

T

S

T A

E L

E V

PVI STA:282+25.00

PVI ELEV:27.53

LVC:75.00

K:75.00

LOW PT STA: 282+25.00

LOW PT ELEV: 27.62

P V

C

S

T A

E L

E V

PVI STA:280+75.00

PVI ELEV:28.28

LVC:125.00

K:62.50

HIGH PT STA: 281+06.25

HIGH PT ELEV: 28.04

P V

C

S

T A

E L

E V

P V

T

S

T A

E L

E V

278+00

279+00

280+00

281+00

282+00

PROP. GRND @ ℄

S T

A

E L

E V

STA. 282+25.00

END FULL DEPTH

REPLACEMENT

RXR CROSSING

STA. 278+54.30

END FULL DEPTH

REPLACEMENT

MATCH EX. GRND.

TO STA. 278+64.24

BEGIN FULL DEPTH

REPLACEMENT

DESIGN SPEED: 25 MPH

DESIGN SPEED: 40 MPH DESIGN SPEED: 40 MPH

G I B

B

R

O A

D

S T

A

E L

E V

C E

N T

0.40% -0.54%

E X

G

R A

P

R O

P

G

R A

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

C1

PROFILE - BIRCH STREET STA. 272+50 TO 277+50

A1

PROFILE - BIRCH STREET STA. 277+50 TO 282+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP107 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

CP207

0.50%

PVI STA:289+00.00

PVI ELEV:30.90

LVC:400.00

K:400.00

HIGH PT STA: 289+00.00

HIGH PT ELEV: 30.40

P V

C

S

T A

E L E

P V

T

S

T A

E L E

283+00

284+00

285+00

286+00

287+00

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

STA. 286+00

END OVERLAY

BEGIN FULL DEPTH

REPLACEMENT

E A

S T

A

E L E

V

B U

I L D

I N

G

D

R I

T A

E L E

V

D R

I V

E W

A Y

S

T A

E L E

V

B U

I L D

I N

G

D

R I

T A

E L E

V

DESIGN SPEED: 40 MPH

-0.50%

PVI STA:289+00.00

PVI ELEV:30.90

LVC:400.00

K:400.00

HIGH PT STA: 289+00.00

HIGH PT ELEV: 30.40

P V

T

S

T A

E L E

288+00

289+00

290+00

291+00

292+00

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

H A

M M

O N

D

R

D

S T

A

E L E

V

M I C

H A

E L

R

D

S T

A

E L E

V

DESIGN SPEED: 40 MPH

D R

I V

E W

A Y

S T

A

E L E

V

C

S

XB

I

R

R

E

E

T

C

P

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

PLAN

NORTH

C1

PROFILE - BIRCH STREET STA. 282+50 TO 287+50

A1

PROFILE - BIRCH STREET STA. 287+50 TO 292+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP108 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

FEET

HOZ. SCALE: 1" = 20'

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

CP208

R

R

E

E

T

C

P

C

P

C

P

C

P

0.50%

PVI STA:294+00.00

PVI ELEV:28.40

LVC:70.50

K:70.50

LOW PT STA: 294+00.00

LOW PT ELEV: 28.49

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:295+50.00

PVI ELEV:29.15

LVC:100.00

K:100.00

HIGH PT STA: 295+50.00

HIGH PT ELEV: 29.03

P V

C

S

T A

E L E

P V

T

S

T A

E L E

293+00

294+00

295+00

296+00

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

-0.50%

-0.50%

STA. 294+53.50

END FULL DEPTH

REPLACEMENT

BEGIN OVERLAY

-0.50%

0.50%

PVI STA:298+64.00

PVI ELEV:27.58

LVC:125.00

K:125.00

LOW PT STA: 298+64.00

LOW PT ELEV: 27.74

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:300+50.00

PVI ELEV:28.51

LVC:100.00

K:97.98

HIGH PT STA: 300+48.99

HIGH PT ELEV: 28.38

P V

C

S

T A

E L E

P V

T

S

T A

E L E

297+00

298+00

299+00

300+00

301+00

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

STA. 300+75.00

END OVERLAY

BEGIN FULL DEPTH

REPLACEMENT

L O

U

S T

A

E L E

V

F R

A N

K L

N

S T

A

E L E

V

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

-0.52%

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

C1

PROFILE - BIRCH STREET STA. 292+50 TO 296+50

A1

PROFILE - BIRCH STREET STA. 296+50 TO 301+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP109 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

CP209

U

N

C

A

N

B

I

R

R

E

E

T

C

P

C

P

C

P

302+00

303+00

304+00

305+00

306+00

PROP. GRND @ ℄

STA. 303+98.96

END FULL DEPTH

REPLACEMENT

BEGIN OVERLAY

O

S

T

L T

S

T A

E L E

V

O

S

T

R

T

S T

A

E L E

V

E X

G

R A

P

R O

P

G

R A

-0.52%

307+00

308+00

309+00

E X

G

R A

P

R O

P

G

R A

PROP. GRND @ ℄

D U

N C

L V

D

S T

A

E L E

V

STA. 307+56.34

END PROFILE

ADJUSTMENT

MATCH EX. GRND.

STA. 309+05.20

END OVERLAY

END PROJECT

-0.52%

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

C1

PROFILE - BIRCH STREET STA. 301+50 TO 306+50

A1

PROFILE - BIRCH STREET STA. 306+50 TO 309+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP110 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

CP210

0.26%

-0.25%

S T

E L E

PVI STA:407+38.50

PVI ELEV:20.73

K:68.37

LVC:35.00

HIGH PT STA: 407+38.64

HIGH PT ELEV: 20.71

B V

C S

B V

C E

E V

C S

E V

C E

404+00

405+00

406+00

407+00

408+00

409+00

P R

O P

G

R A

PROP. GRND @ ℄

PVI STA:408+84.22

PVI ELEV:20.36

LVC:250.00

K:331.93

LOW PT STA: 408+43.50

LOW PT ELEV: 20.57

P V

C

S

T A

E L E

STA. 406+56.60

BEGIN PROJECT

BEGIN OVERLAY

BEGIN WIDENING

DESIGN SPEED: 40 MPHDESIGN SPEED:

40 MPH

M c

H

U

G

H

CP200

C

P

C

P

C

P

W

A

L

L

A

E

E

K

0.50%

0.24%

PVI STA:411+04.55

PVI ELEV:21.46

K:61.78

LVC:16.00

HIGH PT STA:411+12.55

HIGH PT ELEV:21.48

B V

C S

B V

C E

E V

C S

E V

C E

409+00

410+00

411+00

412+00

413+00

414+00

P R

O P

G

R A

PROP. GRND @ ℄

PVI STA:408+84.22

PVI ELEV:20.36

K:331.93

LVC:250.00

LOW PT STA: 408+43.50

LOW PT ELEV: 20.57

E V

C S

E V

C E

D R

I V

E

R

T

S T

A

E L E

V

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

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

C1

PROFILE - MCHUGH BLVD. STA. 404+00 TO 409+00

A1

PROFILE - MCHUGH BLVD. STA. 409+00 TO 414+00

PLAN

NORTH

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP111 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP211

0.37%

0.50%

0.08%

STA = 415+50.73

ELEV = 22.532

PVI STA:416+20.00

PVI ELEV:22.79

LVC:50.00

K:384.09

LOW PT STA: 415+95.00

LOW PT ELEV: 22.70

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:418+48.70

PVI ELEV:23.93

LVC:35.00

K:83.22

HIGH PT STA: 418+66.20

HIGH PT ELEV: 23.95

P V

C

S

T A

E L E

P V

T

S

T A

E L E

414+00

415+00

416+00

417+00

418+00

419+00

P R

O P

G

R A

PROP. GRND @ ℄

0.24%0.24%

STA = 415+99.01

ELEV = 19.000

STA = 417+36.59

ELEV = 19.330

0.78% 0.78%

STA = 415+97.82

ELEV = 20.500

SPECIAL DITCH 3

SPECIAL DITCH 10

B I R

S T

A

E L E

V

0.24%

DESIGN SPEED: 40 MPH

DESIGN SPEED: 40 MPH

B L D

G

D

R I V

E

S T

A

E L E

V

-0.26%

S T

E L E

PVI STA:419+34.70

PVI ELEV:24.00

LVC:35.00

K:102.50

HIGH PT STA: 419+25.34

HIGH PT ELEV: 23.99

P V

C

S

T A

E L E

P V

T

S

T A

E L E

419+00

420+00

421+00

421+50

P R

O P

G

R A

PROP. GRND @ ℄

STA. 420+60.16

END PROJECT

END OVERLAY

STA = 419+80.84

ELEV = 23.500

DESIGN SPEED:

40 MPH

B L D

G

D

R I V

E

S T

A

E L E

V

-0.26%

0.08%

STA. 419+80.89

END WIDENING

M c

H

U

G

H

CP200

C

P

C

P

C

P

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

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

C1

PROFILE - MCHUGH BLVD. STA. 414+00 TO 419+00

A1

PROFILE - MCHUGH BLVD. STA. 419+00 TO 421+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP112 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP212

498+00 499+00 500+00 501+00 502+00 502+50

-1.47%

STA = 500+00.00

ELEV = 24.38

PVI STA:500+83.98

PVI ELEV:23.14

LVC:50.00

K:83.10

LOW PT STA: 501+08.98

LOW PT ELEV: 22.93

P V

C

S

T A

E L E

P V

T

S

T A

E L E

P R

O P

G

R A

PROP. GRND @ ℄

H O

L C

O M

B

B

L V

D

S T

A

E L E

V

DESIGN SPEED: 40 MPH

-0.87%

503+00 504+00 505+00 506+00 507+00 507+50

-2 .2

-0.87%

PVI STA:505+09.91

PVI ELEV:19.43

LVC:100.00

K:72.14

HIGH PT STA: 504+59.91

HIGH PT ELEV: 19.87

P V

C

S

T A

E L E

P V

T

S

T A

E L E

P R

O P

G

R A

PROP. GRND @ ℄

DESIGN SPEED: 40 MPH

P A

R K

I N

G

L O

T

D

R I V

E W

T

A

E L E

V

-2 .2

-0.87%

-2 .2

-0.87%

-2 .2

-0.87%

-2 .2

-0.87%

B

I

R

C

H

C

P

C

P

W

A

L

L

A

E

E

K

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

C1

PROFILE - WALLACE CREEK RD. STA. 500+00 TO 502+50

A1

PROFILE - WALLACE CREEK RD. STA. 502+50 TO 507+50

PLAN

NORTH

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP113 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP213

508+00 509+00 510+00 510+50

S T

E L E

-1.10%

PVI STA:507+89.70

PVI ELEV:13.12

LVC:75.00

K:64.64

LOW PT STA: 508+27.20

LOW PT ELEV: 12.70

P V

C

S

T A

E L E

P V

T

S

T A

E L E

P R

O P

G

R A

STA. 509+55.15

END PROJECT

END WIDENING

END OVERLAY

END PROFILE

ADJUSTMENT

PROP. GRND @ ℄

DESIGN SPEED: 40 MPH

-1.10%

-1.10%

B

I

R

C

H

C

P

C

P

W

A

L

L

A

E

E

K

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

PLAN

NORTH

C1

PROFILE - WALLACE CREEK RD. STA. 507+50 TO 510+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP114 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP214

601+00

602+00

603+00

604+00

0.30% -1.75%

PVI STA:603+50.71

PVI ELEV:25.60

LVC:200.00

K:97.79

HIGH PT STA: 602+79.57

HIGH PT ELEV: 25.35

P V

C

S

T A

E L E

P V

T

S

T A

E L E

B I R

S T

A

E L E

V

P R

O P

G

R A

PROP. GRND @ ℄

SPECIAL DITCH 8 AND 9

DESIGN SPEED: 25 MPH

606+00

607+00

608+00

1.5 0%

PVI STA:608+47.72

PVI ELEV:26.56

LVC:200.00

K:57.14

HIGH PT STA: 608+33.43

HIGH PT ELEV: 25.70

P V

C

S

T A

E L

E V

PVI STA:605+50.70

PVI ELEV:22.11

LVC:200.00

K:61.54

LOW PT STA: 605+58.39

LOW PT ELEV: 22.91

P V

T

S

T A

E L

E V

P R

O P

G

R A

PROP. GRND @ ℄

T A

L

L

D R

I V

E W

A Y

S

T A

E L

E V

SPECIAL DITCH 9

SPECIAL DITCH 8

DESIGN SPEED: 25 MPH

DESIGN SPEED: 25 MPH

0.51%

SPECIAL DITCH 13

PROP. 72" RCP

12" EXCAVATION, GEOTEXTILE, GEOGRID,

AND 12" COARSE #57 AGGREGATE. SEE

GEOTECHNICAL REPORT FOR DETAILS.

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

P

C

P

C

P

C

P

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

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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

C1

PROFILE - SERVICE RD. STA. 600+00 TO 605+00

A1

PROFILE - SERVICE RD. STA. 605+00 TO 609+00

KEY PLAN

GENERAL NOTES

KEY PLAN

PLAN

NORTH

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP115 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP215

610+00

611+00

612+00

613+00

-2.00%

.5

-0.56%

P V

T

S

T A

E L E

PVI STA:611+33.59

PVI ELEV:25.57

LVC:100.00

K:47.21

HIGH PT STA: 611+57.19

HIGH PT ELEV: 25.37

P V

C

S

T A

E L E

P V

T

S

T A

E L E

PVI STA:610+00.65

PVI ELEV:23.50

LVC:100.00

K:28.10

LOW PT STA: 610+06.84

LOW PT ELEV: 23.94

P V

C

S

T A

E L E

P V

T

S

T A

E L E

P V

C

S

T A

E L E

P R

O P

G

R A

PROP. GRND @ ℄

DESIGN SPEED: 25 MPH

DESIGN SPEED: 25 MPH

SPECIAL DITCH 11

614+00

615+00

616+00

617+00

618+00

0.59%

.2

S T

E L E

S T

E L E

PVI STA:613+91.39

PVI ELEV:24.13

LVC:200.00

K:173.82

LOW PT STA: 613+88.57

LOW PT ELEV: 24.42

P V

T

S

T A

E L E

P R

O P

G

R A

PROP. GRND @ ℄

P A

R K

I N

G

L O

T

D

R I

T A

E L E

V

DESIGN SPEED: 25 MPH

PROP. 66" RCP

12" EXCAVATION, GEOTEXTILE, GEOGRID,

AND 12" COARSE #57 AGGREGATE. SEE

GEOTECHNICAL REPORT FOR DETAILS.

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

P

C

P

C

P

C

P

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

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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

1" = 20'

C1

PROFILE - SERVICE RD. STA. 609+00 TO 613+50

A1

PROFILE - SERVICE RD. STA. 613+50 TO 618+25

KEY PLAN

GENERAL NOTES

KEY PLAN

PLAN

NORTH

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP116 AND

CP117 FOR ROADWAY

PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP216

702+00

703+00

704+00

705+00

706+00

E X

G

R A

P

R O

P

G

R A

B I R

S T

A

E L E

V

STA. 701+75.00

BEGIN OVERLAY

PROP. GRND @ ℄

.6

-0.50%

-1.47% 1.2

0%

STA. 704+00.00

END PROFILE

ADJUSTMENT

B L D

G

S T

A

E L E

V

STA. 703+83.78

END OVERLAY

707+00

708+00

709+00

710+00

711+00

E X

G

R A

STA. 711+02.30

END PROJECT

S E

R V

I C

E

R

D

S T

A

E L E

V

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

P

C

P

C

P

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

PLAN

NORTH

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

C1

PROFILE - HOLCOMB BLVD. STA. 701+50 TO 706+50

A1

PROFILE - HOLCOMB BLVD. STA. 706+50 TO 711+50

KEY PLAN

GENERAL NOTES

KEY PLAN

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP117 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

0 20 40

FEET

0 5 10

CP217

801+00

802+00

803+00

E X

G

R A

B I R

S T

A

E L E

V

STA. 800+74.60

BEGIN OVERLAY

END WIDENING

805+00

806+00

807+00

808+00

E X

G

R A

B L D

G

D

R I V

E

S T

A

E L E

V

P A

R K

I N

G

L O

T

D

R I V

E W

T A

E L E

V

D

U

N

C

A

N

C

P

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

C1

PROFILE - DUNCAN ST. STA. 800+00 TO 804+00

A1

PROFILE - DUNCAN ST. STA. 804+00 TO 808+50

KEY PLANKEY PLAN

GENERAL NOTES

PLAN

NORTH

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP118 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP218

809+00

810+00

811+00

812+00

813+00

E X

G

R A

H I C

K O

S T

A

E L E

V

B U

I L D

I N

G

A

C C

E S

S

R

T A

E L E

V

D R

I V

E W

S T

A

E L E

V

814+00

815+00

816+00

817+00

E X

G

R A

M U

L B

E R

S T

A

E L E

V

P A

R K

I N

G

L O

T

A

C C

E

T A

E L E

V

T A

O

S S

I N

G

S T

A

E L E

V

M C

I

E

A S

T

R

E G

I O

N A

L

B

R

C

E

T A

E L E

V

D

U

N

C

A

N

C

P

C

P

CP220

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

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0B

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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

C1

PROFILE - DUNCAN ST. STA. 808+50 TO 813+50

A1

PROFILE - DUNCAN ST. STA. 813+50 TO 818+00

KEY PLANKEY PLAN

GENERAL NOTES

PLAN

NORTH

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP119 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP219

819+00

820+00

821+00

STA. 820+97.81

END PROJECT

END OVERLAY

END WIDENING

E X

G

R A

D

U

N

C

A

N

C

P

CP220

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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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

1" = 20'

C1

PROFILE - DUNCAN ST. STA. 818+00 TO 821+25

KEY PLANKEY PLAN

GENERAL NOTES

1. SEE SHEET C001 AND C002

FOR CIVIL NOTES AND

LEGEND.

2. SEE SHEET CP120 FOR

ROADWAY PLAN.

3. EXISTING GROUND

ELEVATIONS ARE BASED

UPON UNSEALED SURVEY

INFORMATION PROVIDED

FROM MULTIPLE

SOURCES. CONTRACTOR

TO NOTIFY ENGINEER

IMMEDIATELY IF EXISTING

CONDITIONS FOUND

DURING CONSTRUCTION

CONFLICT WITH THE

PROPOSED

IMPROVEMENTS SHOWN.

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

VERT. SCALE: 1" = 5'

HOZ. SCALE: 1" = 20'

FEET

40200

FEET

CP220

45 LF

15"RCP

S=0.50%

CB 840.02

STA: 212+10.41 OFF: 2.70R

TOP: 23.19

INV OUT: 19.04 15" (NE) RCP

142 LF

24"RCP

S=0.50%

95 LF

24"RCP

S=0.50%

88 LF

24"RCP

S=0.50% 57 LF

36"RCP

S=0.30%

CB 840.02

STA: 213+99.99 OFF: 2.67R

TOP: 22.62

INV IN: 17.79 24" (W) RCP

INV OUT: 17.78 24" (E) RCP

CB 840.02

STA: 214+95.09 OFF: -3.51L

TOP: 22.51

INV IN: 17.30 24" (W) RCP

INV OUT: 17.30 24" (E) RCP

200A

200A

EW 838.01

STA: 215+74.56 OFF: -57.79L

TOP: 18.78

INV IN: 15.03 36" (S) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEETEX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

ES 310.03

STA: 212+60.00 OFF: 42.80R

TOP: 21.55

INV OUT: 18.80 18" (NW) RCP

CB 840.02

STA: 212+55.85 OFF: 2.67R

TOP: 23.39

INV IN: 18.82 15" (SW) RCP

INV IN: 18.60 18" (SE) RCP

INV OUT: 18.50 24" (E) RCP

40 LF

18"RCP

S=0.50%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

PROP. GRND @ ℄ PIPE

EX. GRND @ PIPE

10-YR HGL

154 LF

24"R

CP

S=1.00%

ES 310.03

STA: 209+05.00 OFF: 48.38R

TOP: 20.10

INV OUT: 16.72 24" (SW) RCP

DI 840.19

STA: 207+55.58 OFF: 46.35R

TOP: 19.50

INV IN: 15.18 24" (NE) RCP

INV OUT: 15.18 24" (S) RCP

18 LF

24"RCP

S=1.00%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

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

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0B

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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

B1

1" = 20' (HORIZONTAL) 1'=5' (VERTICAL)

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 208-200A

GENERAL NOTES

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

1" = 20' (HORIZONTAL) 1'=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 210-206

C1

1" = 20' (HORIZONTAL) 1'=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 106-108

CP300

EW 838.01

STA: 210+00.00 OFF: -50.50L

TOP: 19.94

INV OUT: 18.00 15" (S) RCP

100 LF

15"RCP

S=0.70%

EW 838.01

STA: 209+75.00 OFF: 46.38R

TOP: 19.24

INV IN: 17.30 15" (N) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

ES 310.02

STA: 210+17.26 OFF: 58.59R

TOP: 19.48

INV IN: 18.04 15" (E) RCP

54 LF

15"RCP

S=0.39%

EW 838.01

STA: 416+25.00 OFF: 46.00R

TOP: 20.50

INV OUT: 18.25 15" (W) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

114 116

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

JB 840.34

STA: 214+80.54 OFF: 64.64R

TOP: 23.97

INV OUT: 17.70 15" (NE) RCP

37 LF

15"RCP

S=0.50%

JB 840.34

STA: 215+18.04 OFF: 45.58R

TOP: 22.78

INV IN: 17.51 15" (SW) RCP

INV IN: 15.84 15" (N) RCP

INV OUT: 15.84 15" (E) RCP

66 LF

15"RCP

S=0.55%

JB 840.34

STA: 215+93.37 OFF: 51.99R

TOP: 19.90

INV IN: 15.47 15" (W) RCP

INV IN: 15.56 24" (S) RCP

INV OUT: 15.40 30" (N) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

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

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E E

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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

B1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 112-110

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 114-116

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

CP301

C1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 213-214

200A

EW 838.01

STA: 215+74.56 OFF: -57.79L

TOP: 18.78

INV IN: 15.03 36" (S) RCP

57 LF

36"RCP

S=0.30%

CB 840.02

STA: 215+83.03 OFF: -1.20L

TOP: 22.71

INV IN: 16.86 24" (W) RCP

INV IN: 15.24 30" (S) RCP

INV OUT: 15.20 36" (N) RCP

JB 840.34

STA: 215+93.37 OFF: 51.99R

TOP: 19.90

INV IN: 15.47 15" (W) RCP

INV IN: 15.56 24" (S) RCP

INV OUT: 15.40 30" (N) RCP

ES 838.01

STA: 215+95.73 OFF: 61.82R

TOP: 18.65

INV OUT: 15.70 24" (N) RCP

10 LF

24"RCP

S=1.42%

54 LF

30"RCP

S=0.30%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

200A

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

26 LF

60"RCP

S=0.27%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

2B

2B

JB 840.52

STA: 224+82.82 OFF: 63.18R

TOP: 18.50

INV IN: 3.54 60" (SW) RCP

INV IN: 11.00 24" (E) RCP

INV OUT: 3.54 60" (NE) RCP

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

2A

ES 101.08

STA: 224+72.15 OFF: 86.17R

TOP: 10.50

INV OUT: 3.61 60" (NE) RCP

2A

EX. 60" CMP

2B

JB 840.52

STA: 224+82.82 OFF: 63.18R

TOP: 18.50

INV IN: 3.54 60" (SW) RCP

INV IN: 11.00 24" (E) RCP

INV OUT: 3.54 60" (NE) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

2B

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

2C

CB 840.02

STA: 225+66.00 OFF: 40.70R

TOP: 23.36

INV IN: 17.00 18" (E) RCP

INV IN: 17.00 15" (S) RCP

INV OUT: 11.90 24" (W) RCP

2C

2D

CB 840.02

STA: 226+62.50 OFF: 37.00R

TOP: 23.46

INV IN: 19.40 15" (E) RCP

INV IN: 18.00 15" (S) RCP

INV OUT: 18.00 18" (W) RCP

2D

2E

CB 840.02

STA: 227+44.63 OFF: 33.91R

TOP: 23.52

INV IN: 20.25 15" (S) RCP

INV OUT: 20.25 15" (W) RCP

2E

85 LF

15"RCP

S=1.00%

100 LF

18"R

CP

S=1.00%

90 LF

24"R

CP

S=1.00%

EX. 8" SEWER

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

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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

B1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 200-216

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 2B-2A

C1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 2B-2E

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

CP302

DI 840.14

STA: 228+45.79 OFF: 47.54R

TOP: 23.04

INV IN: 18.40 36" (W) RCP

INV OUT: 18.40 36" (N) RCP

14 LF

36"RCP

S=0.40%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

EX. 8" SEWER

CB 840.02

STA: 225+63.22 OFF: 67.15R

TOP: 23.18

INV IN: 18.73 18" (S) RCP

INV OUT: 18.73 24" (E) RCP

ES 310.02

STA: 250+15.00 OFF: -39.43L

TOP: 19.13

INV IN: 16.92 18" (E) RCP

ES 310.02

STA: 251+45.00 OFF: -44.16L

TOP: 19.71

INV OUT: 17.50 18" (W) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

300 302

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

130 LF

18"RCP

S=0.44%

CB 840.02

STA: 257+35.81 OFF: -39.46L

TOP: 24.25

INV IN: 19.47 18" (S) RCP

INV OUT: 19.47 18" (SE) RCP

CB 840.02

STA: 258+39.97 OFF: -39.00L

TOP: 25.04

INV IN: 19.15 18" (NW) RCP

INV OUT: 19.15 18" (SE) RCP

CB 840.02

STA: 260+50.00 OFF: -38.99L

TOP: 25.66

INV OUT: 20.84 15" (NW) RCP

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

104 LF

15"RCP

S=0.30%

S=0.30%

114 LF

18"RCP

S=0.30%

108 LF

18"RCP

S=0.30%

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

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 2B-2D

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 300-302

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

CP303

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

C1

PIPE PROFILE - BIRCH ST. STRUCTURE 408-512

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

410A

JB 840.34

STA: 259+50.00 OFF: -42.25L

TOP: 26.37

INV IN: 18.81 18" (NW) RCP

INV IN: 20.53 15" (SE) RCP

INV OUT: 18.80 18" (NE) RCP

410A

410B

ES 310.03

STA: 259+51.02 OFF: -95.94L

TOP: 20.91

INV IN: 18.64 18" (SW) RCP

410B

54 LF

18"RCP

S=0.30%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

10-YR HGL

CB 840.02

STA: 263+00.73 OFF: -39.00L

TOP: 24.42

INV IN: 17.67 15" (NW) RCP

INV OUT: 17.67 15" (SE) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

115 LF

15"RCP

S=0.30%

604B

604B

DI 840.14

STA: 260+16.14 OFF: -98.50L

TOP: 21.50

INV OUT: 18.60 15" (S) RCP

604A

604A

JB 840.34

STA: 261+00.00 OFF: -42.00L

TOP: 26.11

INV IN: 18.28 15" (N) RCP

INV OUT: 18.28 15" (SE) RCP

105 LF

15"RCP

S=0.30%

205 LF

15"RCP

S=0.30%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

CB 840.02

STA: 264+14.61 OFF: -54.71L

TOP: 23.90

INV IN: 17.33 15" (NW) RCP

INV OUT: 17.33 18" (SE) RCP

DI 840.14

STA: 264+51.87 OFF: -56.99L

TOP: 24.50

INV IN: 17.22 18" (NW) RCP

INV IN: 20.54 15" (SE) RCP

INV IN: 17.42 12" (NE) RCP

INV OUT: 15.90 36" (SW) RCP

CB 840.02

STA: 264+75.00 OFF: -51.00L

TOP: 23.98

INV IN: 20.66 15" (SE) RCP

INV OUT: 20.66 15" (NW) RCP

CB 840.02

STA: 266+25.01 OFF: -51.00L

TOP: 24.68

INV OUT: 21.41 15" (NW) RCP

37 LF

18"RCP

S=0.30%

24 LF

15"RCP

S=0.50%

150 LF

15"RCP

S=0.50%

10-YR HGL

EX. GRND @ PIPE

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

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 410A-410B

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 604B-604

C1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 602-610

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

CP304

CB 840.02

STA: 269+00.00 OFF: -39.00L

TOP: 24.32

INV OUT: 20.78 12" (SE) RCP

CB 840.02

STA: 270+12.34 OFF: -39.09L

TOP: 24.10

INV IN: 20.44 12" (NW) RCP

INV IN: 20.44 12" (NE) RCP

INV OUT: 20.00 15" (SW) RCP

DI 840.14

STA: 270+14.04 OFF: -57.78L

TOP: 23.25

INV OUT: 20.50 12" (SW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

702 700 704

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

112 LF

12"RCP

S=0.30%

19 LF

12"RCP

S=0.30%

700C

JB 840.34

STA: 269+28.76 OFF: 48.95R

TOP: 24.31

INV IN: 19.19 15" (SE) RCP

INV IN: 19.25 15" (NW) RCP

INV OUT: 19.07 18" (SW) RCP

700C

219 LF

18"RCP

S=0.30%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

10-YR HGL

EX. GRND @ PIPE

CB 840.02

STA: 271+03.62 OFF: -73.49L

TOP: 23.69

INV OUT: 21.02 12" (S) RCP

800C

JB 840.34

STA: 271+29.00 OFF: -43.50L

TOP: 25.24

INV IN: 20.82 12" (N) RCP

INV IN: 19.10 30" (SE) RCP

INV OUT: 19.11 30" (SW) RCP

800C

39 LF

12"RCP

S=0.50%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

10-YR HGL

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

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E M

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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

B1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 702-704

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST.STRUCTURE 700C

C1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 706-800C

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

CP305

CB 840.02

STA: 270+12.34 OFF: -39.09L

TOP: 24.10

INV IN: 20.44 12" (NW) RCP

INV IN: 20.44 12" (NE) RCP

INV OUT: 20.00 15" (SW) RCP

700A

DI 840.14

STA: 268+89.59 OFF: 49.15R

TOP: 22.97

INV OUT: 19.42 15" (SE) RCP

INV OUT: 19.07 15" (SW) RCP

700B

DI 840.14

STA: 270+05.23 OFF: 48.57R

TOP: 22.50

INV IN: 19.74 15" (NE) RCP

INV OUT: 19.42 15" (NW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

700A 700B 700

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

76 LF

15"RCP

S=0.30%

88 LF

15"RCP

S=0.30%

EX. GRND @ PIPE

10-YR HGL

800H

800G

800H

DI 840.34

STA: ??? OFF: ??????

TOP: 21.50

INV IN: 16.08 36" (NE) RCP

INV IN: 16.50 30" (SE) RCP

INV OUT: 16.08 48" (NW) RCP

800G

DI 840.34

STA: ??? OFF: ??????

TOP: 21.00

INV IN: 16.45 36" (NE) RCP

INV OUT: 16.45 36" (SW) RCP

59 LF

48"RCP

S=0.20%

184 LF

36"RCP

S=0.20%

231 LF

36"RCP

S=0.20%

LIMITS OF INCOMPLETE SURVEY

CONTRACTOR TO VERIFY

RIM ELEVATIONS AND POSITIVE DRAINAGE

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

800F

DI 840.34

STA: ??? OFF: ??????

TOP: 23.00

INV IN: 16.91 36" (NE) RCP

INV OUT: 16.91 36" (SW) RCP

800F

800E

DI 840.34

STA: 700+60.03 OFF: -55.75L

TOP: 21.49

INV IN: 17.23 30" (NE) RCP

INV OUT: 17.24 36" (SW) RCP

800E

165 LF 36"RCP

S=0.20%

269 LF

30"RCP

S=0.70%

LIMITS OF INCOMPLETE SURVEY

CONTRACTOR TO VERIFY

RIM ELEVATIONS AND POSITIVE DRAINAGE

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

10-YR HGL

EX. GRND @ PIPE

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

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 700A-700

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - HOLCOMB BLVD. STRUCTURE 800H-800G

C1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - HOLCOMB BLVD. STRUCTURE 800F-800E

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

CP306

800C

JB 840.34

STA: 271+29.00 OFF: -43.50L

TOP: 25.24

INV IN: 20.82 12" (N) RCP

INV IN: 19.10 30" (SE) RCP

INV OUT: 19.11 30" (SW) RCP

800C

804A

JB 840.34

STA: 271+82.29 OFF: -57.69L

TOP: 24.95

INV IN: 20.08 12" (NE) RCP

INV IN: 19.49 30" (SE) RCP

INV OUT: 19.49 30" (NW) RCP

804A

DI 840.34

STA: 272+35.18 OFF: -51.75L

TOP: 25.98

INV IN: 19.86 30" (SE) RCP

INV IN: 20.25 15" (NE) RCP

INV OUT: 19.86 30" (NW) RCP

812A

CB 840.02

STA: 272+82.83 OFF: -48.80L

TOP: 24.49

INV IN: 20.28 30" (SE) RCP

INV OUT: 20.00 30" (NW) RCP

812A

55 LF

30"RCP

S=0.70%

53 LF

30"RCP

S=0.70%

48 LF

30"RCP

S=0.30%

114 LF

30"RCP

S=0.30%

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

CB 840.02

STA: 273+97.00 OFF: -46.67L

TOP: 25.04

INV IN: 20.74 30" (SE) RCP

INV OUT: 20.62 30" (NW) RCP

10-YR HGL

110 LF

30"RCP

S=0.30%

JB 840.34

STA: 275+06.65 OFF: -46.80L

TOP: 26.31

INV IN: 21.07 30" (SE) RCP

INV OUT: 21.07 30" (NW) RCP

45 LF

30"RCP

S=0.30%

JB 840.34

STA: 275+50.29 OFF: -35.19L

TOP: 26.01

INV IN: 21.20 12" (NE) RCP

INV IN: 21.20 30" (SE) RCP

INV OUT: 21.21 30" (NW) RCP

58 LF

30"RCP

S=0.37%

JB 840.34

STA: 276+07.50 OFF: -28.37L

TOP: 26.60

INV IN: 21.47 15" (NE) RCP

INV IN: 21.47 18" (SE) RCP

INV IN: 21.31 18" (SW) RCP

INV OUT: 21.42 30" (NW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

EX. 18" RCP

10-YR HGL

PROP. GRND @ ℄ PIPE

ES 310.02

STA: 701+82.11 OFF: 57.75R

TOP: 23.90

INV IN: 21.96 15" (NE) RCP

JB 840.34

STA: 272+44.40 OFF: 45.70R

TOP: 25.00

INV IN: 22.14 15" (SE) RCP

INV OUT: 22.13 15" (SW) RCP

800A

DI 840.14

STA: 272+75.00 OFF: 39.48R

TOP: 24.50

INV IN: 22.24 15" (SE) RCP

INV IN: 22.24 12" (NE) RCP

INV OUT: 22.23 15" (NW) RCP

EW 838.01

STA: 272+93.14 OFF: 39.33R

TOP: 25.08

INV OUT: 22.29 15" (NW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

800 808 800A 810

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

10-YR HGL

58 LF

15"RCP

S=0.30%

31 LF

15"RCP

S=0.30%

18 LF

15"RCP

S=0.30%

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

A1

PIPE PROFILE - BIRCH ST. STRUCTURE 800C-820

GENERAL NOTES

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - BIRCH ST. STRUCTURE 818-827

C1

1" = 20' (HORIZONTAL) 1"=5' (VERTICAL)

PIPE PROFILE - DUNCAN ST. STRUCTURE 800-810

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

CP307

EW 838.01

STA: 273+79.36 OFF: 37.81R

TOP: 25.77

INV IN: 23.05 15" (SE) RCP

EW 838.01

STA: 274+31.78 OFF: 37.11R

TOP: 25.93

INV OUT: 23.20 15" (NW) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

52 LF

15"RCP

S=0.30%

CB 840.02

STA: 277+30.00 OFF: -10.17L

TOP: 26.67

INV OUT: 23.00 15" (NE) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

FEET

FEET

EX. GRND @ PIPE

PROP. GRND @ ℄ PIPE

15 LF

15"RCP

S=0.50%

10-YR HGL

CB 840.02

STA: 277+74.00 OFF: -10.67L

TOP: 26.26

INV OUT: 22.23 15" (NE) RCP

HORIZ. SCALE: 1" = 20'

VERT. SCALE:…