1596300_dwg_10of35_V1_Civil.pdf

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOCLOC

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LO

C

LOCLOCLOC

LO

C

LO

C

LO

C

LO

C

LOC LOC

LOCLOC

LO

C

LO

C

LO

C

25.5 25.0

24.5

24.0

23.5

24.5

24.0

24.0

24.5

23.0

21.5

22.0

23.5

22.5

21.5

24.5

A1 BID OPTION INTERMEDIATE EROSION CONTROL PLAN - AREA 3

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MA

TC

H

LIN

E

SH

EE

T

CE

MATCH LINE SHEET CE114

PLAN

NORTH

WORK NOTES

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH CE111

CE112

CE114 CE113

IS

SU

ED

F

OR

B

ID

/18

/22

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CE100 FOR EROSION CONTROL NOTES.

1. TEMPORARY SEEDING AND MULCHING, SEE SHEET CE503

X

ALL WORK THIS SHEET IS

A BID OPTION - EXISTING

CONSTRUCTION TO BE

REMOVED

ESC LEGEND

BARRIER MOUNTED FENCE

WITH FILTER FABRIC

INLET PROTECTION

FILTER RING

CE113

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC LOC LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

26.0

24.5

25.5

24.0

23.5 23.5

25.0

A1 BID OPTION INTERMEDIATE EROSION CONTROL PLAN - AREA 4

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MATCH LINE SHEET CE113

PLAN

NORTH

WORK NOTES

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

IS

SU

ED

F

OR

B

ID

X

CE111

CE112

CE114 CE113

ESC LEGEND

BARRIER MOUNTED FENCE

WITH FILTER FABRIC

INLET PROTECTION

MA

TC

H

LIN

E

SH

EE

T

CE

CONSTRUCTION EXIT

ALL WORK THIS SHEET IS

A BID OPTION - EXISTING

CONSTRUCTION TO BE

REMOVED

1. TEMPORARY SEEDING AND MULCHING, SEE SHEET CE503

CE114

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

6TH AVENUE

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LO

C

LOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOCLOC

LOCLOC

LO

C

LOC

LOC

LOC

LO

C

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

25.5

.5

25.0

25.0

24.0

.0

.0

27.0

26.0

25.0

25.0

27.0

26.0

27.0

26.0

26.0

.0

.0

.0

24.0

24.0

24.0

25.025.0

25.0

25.0

27.0

26.0

25.0

27.0

27.0

FIRE PUMP

HOUSE

ATCT

FFE 28.00

RMD

FFE 28.00

NO PARKINGNO

P

AR

KI

NG

MTRACON

FFE 28.00

X

XX

X X

X

X X

X

X

X

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X X

X X

X

X X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXX

.025

.5

.5

.5

.0

.5

25.

.0

.0

.0

.0

.5

.0

.0

.5

.0

27.0

27.0

26.0

.0

.0

.0

.0

.526

.0

25.

.5

.0

.5

.0

.5

.5

.5

27.5

D

CO

S S

S

CO

CO

S

S

S

CO

CO

CO

A1 FINAL EROSION CONTROL PLAN - AREA 1

WORK NOTES

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

1. PERMANENT SOD, SEE LANDSCAPE PLANS

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

IS

SU

ED

F

OR

B

ID

3. REMOVE ALL TEMPORARY EROSION CONTROL BEST

MANAGEMENT PRACTICES AFTER FINAL SURFACE STABILIZATION.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

X

CE121

CE122

CE124 CE123

ESC LEGEND

PERMANENT SOD

CE121

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LOC

LO

C

LOC

LO

C

LOC

LOC

LOC

LO

C

LOC

LOC LOC LOC LOC LOC

LOC

LOC

LOC LOC LOC

LO

C

LO

C

LOC LOC LOC LOC

X X

X

X X

X

X X

X

XX

X X X X

X

X X X X X

NO PARKING

LANE

LANE

NO PARKING

LA

NE

FI

RE

NO PARKING

P

FIRE

P

FIRE

P

LANE

FIRE

P

AIRFIELD

OPERATIONS

BUILDING

X X X

XX

XX

24.0

25.0

24.0

25.0

26.0

25.0

25.025.0

24.5

24.5

24.5

24.

23.5

24.5

25.524.5

24.5

24.5

24.5

.0

25.0

.0

D

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD

UD UD UD UD UD

UD UD UD UD UD UD UD UD

CO

CO

CO

CO

A1 FINAL EROSION CONTROL PLAN - AREA 2

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

WORK NOTES

KEY PLAN

MA

TC

H

LIN

E

SH

EE

T

CE

MA

TC

H

LIN

E

SH

EE

T

CE

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

IS

SU

ED

F

OR

B

ID

3. REMOVE ALL TEMPORARY EROSION CONTROL BEST

MANAGEMENT PRACTICES AFTER FINAL SURFACE STABILIZATION.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

1. PERMANENT SOD, SEE LANDSCAPE PLANS

X

CE121

CE122

CE124 CE123

ESC LEGEND

PERMANENT SOD

CE122

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

U K

U K

U K

U K

U K

U K

UK

C O M M

C O M M

C O M M

COMM

COMM

WW

W W

W W

W W

W W

W

W

W

W

W

W

W W W

EEE

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

W W W W

E E

E E

E E

EE

C O M M

C O M M

C O M M

E E E E E

COMM COMM COMM

COMM COMM COMM

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOCLOC

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LO

C

LOCLOCLOC

LO

C

LO

C

LO

C

LO

C

LOC LOC

LOCLOC

LO

C

LO

C

LO

C

G

G

G

G

G

G

G

G G

G

G G

G G

G G

25.5 25.0

24.5

24.0

23.5

24.5

24.0

24.0

24.5

23.0

21.5

22.0

23.5

22.5

21.5

24.5

A1 BID OPTION FINAL EROSION CONTROL PLAN - AREA 3

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MA

TC

H

LIN

E

SH

EE

T

CE

MATCH LINE SHEET CE124

PLAN

NORTH

WORK NOTES

1. PERMANENT SOD, SEE LANDSCAPE PLANS

2. EXISTING CONCRETE TO REMAIN

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH CE121

CE122

CE124 CE123

IS

SU

ED

F

OR

B

ID

3. REMOVE ALL TEMPORARY EROSION CONTROL BEST

MANAGEMENT PRACTICES AFTER FINAL SURFACE STABILIZATION.

X

ALL WORK THIS SHEET IS

A BID OPTION - EXISTING

CONSTRUCTION TO BE

REMOVED

ESC LEGEND

PERMANENT SOD

CE123

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

U K

U K

U K

UK

UK

UK

UK

UK

UK

U K

U K

U K

U K

U K

U K

U K

U K

U K

U K

U K

U K

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E E

LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC LOC LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

G

G G

G

G

G G

G G

G G G G G G GG G G G G G G

G G

G G

G G

26.0

24.5

25.5

24.0

23.5 23.5

25.0

A1 BID OPTION FINAL EROSION CONTROL PLAN - AREA 4

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MATCH LINE SHEET CE123

MA

TC

H

LIN

E

SH

EE

T

CE

PLAN

NORTH

WORK NOTES

1. PERMANENT SOD, SEE LANDSCAPE PLANS

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CE100 FOR OVERALL FINAL EROSION CONTROL PLAN.

IS

SU

ED

F

OR

B

ID

X

CE121

CE122

CE124 CE123

ALL WORK THIS SHEET IS

A BID OPTION - EXISTING

CONSTRUCTION TO BE

REMOVED

ESC LEGEND

PERMANENT SOD

CE124

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE MUST BE IN ACCORDANCE WITH NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (NCDOT CLASS A STONE

2"-6").

4. GRAVEL PAD MUST HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH MUST BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP

OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY

CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.

10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

6" M

IN

6" M

IN

50' MIN.

20' MIN.

FLOW

FLOW

ENTRANCE ELEVATION

(IF NEEDED)

1'

MI

N.

2'

MA

X.

NOTE:

1. INSTALL HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL

BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.

2. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM

DRAIN. THE FIRST ROW OF BLOCKS WILL BE PLACED HERE FOR LATERAL SUPPORT.

3. ONE BLOCK (AS SHOWN) IS TO BE PLACED ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE

BOTTOM ROW TO ALLOW FOR POOL DRAINAGE.

FOUNDATION SET 2" BELOW

CREST OF STORM DRAIN

SEDIMENT DROP INLET

W/ GRATE

TEMPORARY

SEDIMENT POOL

GRAVEL CLEAN NCDOT #57

DEWATERING

RUNOFF WATER

WITH SEDIMENT

WIRE SCREEN

BLOCK AND GRAVEL SECTION

WIRE SCREEN

DROP INLET GRATE

GRAVEL FILTER SHOULD

HAVE SLOPE OF 2:1

CONCRETE BLOCK

DEWATERING

BLOCK AND GRAVEL PERSPECTIVE

10 MIL. PLASTIC LINING

LATH & FLAGGING

ON ALL SIDES

SANDBAG

(TYP.)

A A

10' MIN.

VA

RI

ES

3'

10 MIL. PLASTIC

LINING

SANDBAG

BERM

1. THE CONTRACTOR MUST PROVIDE A DESIGNATED AREA FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF THE VEHICLES. THIS AREA MUST HAVE A CONCRETE WASHOUT FACILITY AND BE CONSTRUCTED ACCORDING TO THE

DETAIL SHOWN.

2. THE CONCRETE WASHOUT FACILITY BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES.

3. DO NOT DISPOSE OF EXCESS CONCRETE ON SITE. WASHOUT DISCHARGE FROM THE CLEANING OF CONCRETE TRUCKS, TOOLS, AND OTHER

EQUIPMENT NOT BE DISCHARGED INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS.

4. TRANSPORT ALL EXCESS CONCRETE OFF-SITE AND DISPOSED OF PROPERLY.

5. IT IS PROHIBITED TO WASHOUT THE MIXING DRUM OF CONCRETE TRUCKS ON-SITE.

PLAN SECTION A-A

NOTES:

C1 CONCRETE WASHOUT AREA

NTS C3 BLOCK AND GRAVEL INLET PROTECTION

NTS

A1 CRUSHED STONE CONSTRUCTION EXIT

NTS A3 SILT FENCE

NTS

4. GRAVEL MUST BE NCDOT WASHED #57 STONE.

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CE501

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T06:59:19-0400

2022-08-15T06:59:35-0400

2022-08-15T06:59:36-0400

2022-08-15T06:59:36-0400

2022-08-15T06:59:37-0400

2022-08-15T06:59:38-0400

2022-08-15T06:59:39-0400