1374744dwg07of27_Vol1-Sht 77-90.pdf

.0

21.

.00

.0

.0

21.

25.0

20.00

.0

24.

24.

23.

22.

21.0021.

.0

23.00

23.

22.0

23.00

24.00

20.00 20.00 20.00 20.00

.0

22.0

.0

24.

.00

23.00

22.00 21.00 20.00 19.00

20.00

21.00

22.00

18.00

17.00

.0

18.0

.0

.0

21.00

18.00

19.00

20.00

21.00

20.0021.0022.0023.0024.0025.00

20.00

22.00

23.00

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C

P

R

C P

R

C P

R

C P

R

C

P

R

C P

SF

OP

IP

C

D

I

P

OP

SF

SF

SF

IP

IP

IP

CIP

IP

IP

OP

B/M

PS

B/M

PS

200A

B

I

R

C

H

S

T

R

E

E

T

CD

PS

PS

23.00

23.00

22.00 21.00

21.00

.0

20.00

24.00

24.00

23.00

22.00

21.0020.00

22.00 23.00

22.00 .0

.0

23.00

22.00

21.00

24.00

23.00

22.00

22.00

.0

SF

SF

SF

SF

OP

B/M

PS

B/M

PS

BIRCH STREET

W A

L L A

E

R E

K

D

SF

CD

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

M c

H

U

G

H

C

C

C

C

C

C

C

C

C

C

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

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 212+50 TO 217+50

PLAN

NORTH

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 217+50 TO 222+50

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 CP101 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC101

C

C

23.00

22.00 21.00

20.00 19.00

18.00

.0

16.

15.

14.0

.0

.0

11.00 10.00

6.

7.

8.

00 9.

.0

21.00

22.00

22.00 23.00

24.00

24.00

23.00

22.00

.0

.0

15.00

10.00

5.00

.0

.0 .0

.0

.0

.0

.0

.0

24.00

24.00

21.0

R

C

P

R

C

P

18"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

"R

C P

SF

IP

SF

OP

IP

IP

B/M

PS

B

I R

R

E

E

T

SF

SF

SF

OP

RR

RR

CD

CD

PS

PS

PS

IP

IP

IP

IP

IP

PS

PS

SF

B/M

CD

RR

24.00

19.00

20.00

21.00

22.00

23.00

24.00

23.00

22.00

24.00

24.00

24.00

.0

24.00

24.00

22.00

21.00

20.00

19.00

.0

18.0019.00 20.00

R

C

P

R

C P

R

C

P

R

C

P

IP

SF

SF

BIR

CH S

TREET

SF

SF

PS

PS

PS

IP

IP

SF

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

B

I

R

C

H

C

C

C

C

C

C

C

C

C

C

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

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 222+50 TO 227+50

PLAN

NORTH

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 227+50 TO 232+50

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 CP102 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

RIP-RAP ARMORED

SLOPE

RR

A1

CC226

CC102

C

C

TASK 1300

REPAIR EXISTING EROSION

UPON REMOVAL OF SEDIMENT IN THE VICINITY

OF THE FOOT BRIDGE, THE CONTRACTOR SHALL

COORDINATE AN INSPECTION OF THE FOOT

BRIDGE WITH THE CONTRACTING OFFICER FOR

REVIEW AND FURTHER ACTION.

PROVIDE 26 TONS RIP-RAP STONE

AT 2' THICK SECTION. INLET

PROTECTION SHALL BE SET FLUSH

WITH STREAM BED, NOT BUILT UP.

INLET AND OUTLET PROTECTION

SHALL BE SET FLUSH WITH

STREAM BED, NOT BUILT UP.

SF

SF

SF

B

IR

C H

S

TR

E E

T

P

S

P

S

12.00

13.00 14 .0

15.00

.00

16.00

15.00

OP

CIP

SF

SF

SF

SF

BIRCH STREET

PS

PS

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

B

E

A

V

E

R

B

I

R

C

H

S

T

R

E

E

T

B E A R H

E

A

D

C

C

C

C

C

C

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

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 232+50 TO 237+50

PLAN

NORTH

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 237+50 TO 242+50

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 CP103 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC103

C

C

OP CIP

SF

SF

BIRCH STREET

PS

PS

.0

20.

20.00

19.00

.0

.0

.0

.0

.00

.00

.0

.0

.0

.0 0 21.00

.0

.0

1.

22.00

20.00

21.00

21.00

20.00 19.00

18.00

19.00

.0 020.00

15.00

16.

.0

17.00 18.00

19.00

20.00

20.00

20.00

21.00

23.00

19.00 18.00

17.00

19.0019.00

18"R

CP

CIP

SF

SF

SF

OP

CIP

BIRCH STREET

PS

PS

P A

R A

C H

U T

E

T O

W E

R

R

D

B/M

B/M

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

B

E

A

V

E

R

D

A

M

B

I

R

C

H

S

T

R

E

E

T

B E A R

C

R

E

E

K

H

E

A

D

C

C

C

C

C

C

4 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

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 242+50 TO 247+50

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 247+50 TO 252+50

PLAN

NORTH

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 CP104 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC104

C

C

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

D

A

M

N

E

W

S

E

R

V

I

C

E

C

R

E

E

K

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

22.00

25.00

26.00

25.00

24.00

23.00

23.00

24.00

25.00

24.00

25.00

23.00

24.00

24.00

24.00

23.00

24.00

23.00

24.00

23.00

24.00

25.00

25.00

26.00

26.00

25.00

25.00

R

C

P

R

C

P

15"RCP

R

C

P

R

C

P

R

C P

R

C P

R

C

P

R

C

P

IP

I

P

IP

I P

SF

I P

BIR

CH S

TREET

I P

PS

PS

PS

P

S

P

S

SF

PS

PS

25.00

24.00

23.00

22.00

23.00

.0 021.0

22.00

21.00 19.00

22.00

21.00

20.0 019.0018.00

22.00

.0

21.00

22.

23.00

22.00

21.00

21.00

22.00

23.00

.0

24.00

23.00 22.00

24.00

22.00

22.00

24.00

24.00

R

C P

SF

IP

IP

SF

SF

SF

BIR

CH S

TREET

S

E

R

V

I

O

A

D

S

E

R

V

I

A

D

PS

PS

CWA

CE

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

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 CP105 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

PLAN

NORTH

C1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 252+50 TO 257+50

PLAN

NORTH

SCALE IN FEET

20' 40'

A1A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 257+50 TO 262+50

PLAN

NORTH

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC105

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

D

A

M

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

25.00

25.00

24.00

21.00 22.00

23.00

24.00

24.00

24.00

25.00

24.00

24.00

23.00

25.00

25.

26.00

24.00

25.00

25.00

R

C

P

18"R C

P

15"RCP

R

C

P

SF

SF

IP

IP

IP

IP

IP

IP

IP

IP

IP

BIRCH STREET

IP

PS

PS

PS

PS

PS

24.00

25.00

25.00

24.00

24.00

.00

23.00

24.00

25.

24.00

24.00

24.00

.0

.0

.0

.0

24.00

25.

25.0

.0

.0

12"RCP

R

C P

R

C P

R

C P

R

C

P

R

C

P

R

C P

15"RCP

15"RCP

R

C

P

I P

I P

IP

IP

IP

IP

IP

SF

SF

IP

IP

BIRCH STREET

H O

L C

O M

B

B

L V

D

PS

PS

PS

P S

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

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 CP106 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

C1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 262+50 TO 267+50

PLAN

NORTH

SCALE IN FEET

20' 40'

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 267+50 TO 272+50

0 20' 40'

PLAN

NORTH

SCALE IN FEET

1" = 20'

1" = 20'

CC106

C

C

R

P

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

S

X

C

S

X

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

25.00

25.00

.0

.0

25.00

25.00

24.00 23.00

24.00

25.00

.0

25.00

.0

25.00

26.00

26.00

26.00

26.00

.00

25.00

25.00

25.00

.0

R

C

P

R

C

P

R

C

P

R

C P

30"RCP

15"RCP

15"RCP

R

C P

"R

C P

R

C

P

30"RCP

R

C P

IP

SF

IP

IP

IP

IP

IP

IP

CIP

SF

SF

SF

SF

SF

CIP

OP

OP

IP

B/M

PS

CIP

OP

BIRCH STREET

W E

A

D

IP

IP

IP

IP

PS

PS

PS

CIP

26.00

.00

26.00

27.00

.0

.0

.0

.0

26.00

26.00

27.00

27.00

27.00

27.00

26.00

.0

R

C P

15"RCP

IP

IP

IP

IP

IP

IP

SF

SF

BIRCH STREET

C E

N T

A

D

PS

PS

PS

PS

PS

G I B

B

R

D

G I B

B

R

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

C1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 272+50 TO 277+50

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 277+50 TO 282+50

PLAN

NORTH

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 CP107 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC107

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

S

X

C

S

X

B

I

R

R

E

E

T

C

C

C

C

C

C

27.00

27.

.0

.00

27.00

28.0

29.00

.00

.0

.0

.0

.0

29.

29.00

29.00

28.00

28.00

29.0

.0

29.00

SF

SF

SF

SF

SF

SF

SF

CIP

CIP

OP

IP

BIRCH STREET

E A

A

D

SF

PS

PS

PS

29.0

28.00

.0

.0

.0

29.00

28.00

28.00

27.00

29.00

29.

28.

.00

29.00

29.

29.00 28.00

.0

.0

28.00

29.00

28.00

.0

29.00

29.0

.0

29.00

29.00

CIP

SF

SF

SF

SF

SF

SF

SF

SF

IP

CIP

CIP

OP

OP

OP

BIRCH STREET

H A

M M

O N

D

R

O A

D

M I C

H A

L

A

D

SF

PS

PS

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

C1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 282+50 TO 287+50

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 287+50 TO 292+50

PLAN

NORTH

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 CP108 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC108

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

B

I

R

R

E

E

T

C

C

C

C

C

C

C

C

28.00

29.00

28.0

28.00

29.00

28.00

27.00

28.00

29.00

28.00

29.00

29.00

28.00

28.00

R

C

P

IP

SF

SF

SF

SF

BIRCH STREET

IP

PS

PS

.00

.0

8.

8.

.0

.00

30.00

29.00

28.00

27.00

27.00

27.00

28.00

.0

30.0029.00

30.00

.0

.00

29.0

27.00

28.

28.00

29.00

.0

29.00 .0

.0

R

C P

18"RCP

R

C P

R

C P

R

C P

R

C

P

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

OP

SF

SF

BIRCH STREET

L O

U I

A

D

F R

A N

K L

I N

R

E E

T

SF

PS

PS

PS

PS

PS

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

PLAN

NORTH

C1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 292+50 TO 296+50

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 296+50 TO 301+50

PLAN

NORTH

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 CP109 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC109

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

D

U

N

C

A

N

C

C

C

C

C

C

25.00

26.00

.0

.0

27.00

27.00

28.00

.0

26.00

.0

27.00

27.00

R

C

P

R

C P

R

C P

R

C P

IP

IP

IP

IP

IP

SF

SF

SF

SF

SF

BIRCH STREET

O

S

T R

E E

T

PS

PS

PS

25.00

25.

.00

24.

.00

.0

.0

23.00

22.00

21.00

21.00

.0

24.0

25.00

22.00

23.00

23.00 24.00

25.00

26.

.0

26.00

22.00

.0 7.

23.00

24.00

25.00

.00

R

C P

IP

CE

IP

OP

SF

CWA

BIRCH STREET

D U

N C

A N

R

E E

T

SF

SF

SF

SF

PS

PS

STA: 309+05.20

END PROJECT

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

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 301+50 TO 306+50

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 306+50 TO 311+50

PLAN

NORTH

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 CP110 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC110

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

M c

H

U

G

H

CC100

C

C

C

C

C

C

15"RCP

15"RCP

MCHUGH BLVD

18.00

.2

W

OR

K

PO

IN

T

.15

W

OR

K

PO

IN

T

.9

*U

TI

LI

TY

P

OL

E

.13

W

OR

K

PO

IN

T

FO

W

PF

IB

ER

O

PT

IC

W

IT

NE

SS

P

OS

T

.3

W

OR

K

PO

IN

T

18.00 19.00

20.

20.00

18.00

19.00

20.00

20.00

19.00

20.00

20.00

19.00

SF

SF

OP

PS

PS

IP

IP

STA: 406+56.60

BEGIN PROJECT

CD

MCHUGH BLVD

21.00

21.0

20.00

21.00

20.00 19.00

19.00

20.00

21.00

20.00

19.00

21.0021.0021.00

21.00

22.00

21.00

20.00

21.00

22.0

18.00

SF

SF

SF

SF

OP

CIP

CD

CD

PS

PS

PS

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

C1

EROSION AND SEDIMENT CONTROL PLAN - MCHUGH BLVD. STA. 405+00 TO 409+75

A1

EROSION AND SEDIMENT CONTROL PLAN - MCHUGH BLVD. STA. 409+75 TO 414+75

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-500 FOR EROSION AND SEDIMENT

CONTROL NOTES.

3. SEE SHEETS CP111 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'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC111

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

M c

H

U

G

H

CC100

C

C

C

C

C

C

C

C

MCHUGH BLVD

23.0

23.00

22.00

23.00

24.00

SF

OP

CIP

CD

CD

B/M

PS

B/M

PS

MCHUGH BLVD

24.00

23.00

23.00

21.00

22.00

20.00

25.0

26.0

.0

SF

CIP

B/M

PS

PS

STA: 420+60.16

END PROJECT

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

EROSION AND SEDIMENT CONTROL PLAN - MCHUGH BLVD. STA. 416+40 TO 419+00

A1

EROSION AND SEDIMENT CONTROL PLAN - MCHUGH BLVD. STA. 419+00 TO 420+60.16

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-500 FOR EROSION AND SEDIMENT

CONTROL NOTES.

3. SEE SHEETS CP112 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

PLAN

NORTH

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC112

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

B

I

R

C

H

C

C

C

C

C

C

C

C

WALLACE CREEK RD.

WALLACE CREEK RD.

.0

.0

23.00

22.00

21.00 21.00

20.00

20.00 21.00 22.00

SF

SF

PS

PS

SF

PS

WALLACE CREEK RD.

22.00

1.0

.0

.00

.0

20.00 21.00

22.00

19.00

19.00

19.00

19.00 18.00

17.00 16.00

15.00

15.00

16.00 17.00

16.00 14.00

14.00

18.00

18.00

SF

SF

B/M

PS

SF

CD

B/M

PS

SF

SF

SF

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

C1

EROSION AND SEDIMENT CONTROL PLAN - WALLACE CREEK RD. STA. 500+50 TO 502+50

A1

EROSION AND SEDIMENT CONTROL PLAN - WALLACE CREEK RD. STA. 502+50 TO 507+50

KEY PLAN

LEGEND

PLAN

NORTH

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC113

C

C

GENERAL NOTES

1. SEE SHEET C-023 TO C-0326 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-500 FOR EROSION AND SEDIMENT

CONTROL NOTES.

3. SEE SHEETS CP113 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.

ROADSIDE DITCH IMPROVEMENTS TO BE

PERFORMED AND STABILIZED WITH P-4042

MEDICAL DENTAL FACILITY PROJECT (TYP)

ROADSIDE DITCH IMPROVEMENTS TO BE

PERFORMED AND STABILIZED WITH P-4042

MEDICAL DENTAL FACILITY PROJECT (TYP)

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

W

A

L

L

A

E

K

D

13.00

12.00

15.00

.00

SF

SF

B/M

PS

B

M

P

S

C

D

CD

STA: 509+55.15

END PROJECT

S

F

S

F

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

C

C

C

C

C

C

C

C

C

C

C

C

C

C

23.0

24.00

24.00

22.00

24.00

S

F

SF

SF

B

I

R

C

H

C

C

C

C

C

C

C

C

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

EROSION AND SEDIMENT CONTROL PLAN - WALLACE CREEK RD. STA. 507+50 TO 509+55.15

GENERAL NOTES

1. SEE SHEET C-023 TO C-0326 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-500 FOR EROSION AND SEDIMENT

CONTROL NOTES.

3. SEE SHEETS CP112 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'

KEY PLAN

PLAN

NORTH

A1

EROSION AND SEDIMENT CONTROL PLAN - EXCHANGE DRIVEWAY STA. 1000+00 TO 1002+11.55

SCALE IN FEET

20' 40'

PLAN

NORTH

1" = 20'

1" = 20'

KEY PLAN

CC114

C

C

C

C

2020-06-12T09:20:00-0400

2020-06-12T09:20:10-0400

2020-06-12T09:20:11-0400

2020-06-12T09:20:11-0400

2020-06-12T09:20:12-0400

2020-06-12T09:20:13-0400

2020-06-12T09:20:17-0400

2020-06-12T09:20:18-0400

2020-06-12T09:20:19-0400

2020-06-12T09:20:20-0400

2020-06-12T09:20:21-0400

2020-06-12T09:20:22-0400

2020-06-12T09:20:23-0400

2020-06-12T09:20:24-0400