ACPh1RTAPlansVol120171109_-_Part_8_of_17.pdf

PDF 10 MB Posted Nov 16, 2017

Attached to: Aircraft Apron and Airfield Site Improvements
Solicitation number: W9123617R0001
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

From the source

AC_Ph1_RTA_Plans_Vol1_2017_11_09: Due to large files of Plans Volume 1, a total of 17 parts will be attached for Plans Volume 1: 8 of 17

View the file

Other files

File	Type	Posted
ACPh1RTAPlansVol120171109_-_Part_10_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_13_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_14_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_7_or_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_2_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_3_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_15_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_4_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_16_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_1_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_9_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_6_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_11_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_12_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_17_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_5_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol320171109.pdf	PDF	Nov 16, 2017
AC_RTA_Geotech_Horiz_2017-07-12.pdf	PDF	Nov 16, 2017
W91236-17-R-0001_Aircraft_Apron_Airfield_Site_Improvement.pdf	PDF	Nov 16, 2017
ACPh1RTASpecsPart220171109.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol220171109.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109.zip	ZIP file	Nov 16, 2017
ACPh1RTASpecsPart320171109.pdf	PDF	Nov 16, 2017
ACPh1RTASpecsPart120171109.pdf	PDF	Nov 16, 2017

Show all 24

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

R M

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

L Y

P R

O J E

C T

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

M E

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

M A

T C

L I N

H E

CG104

G R

A D

I N

A G

L A

P C

G D

W G

EOP

RPA

NOTE:

1. SEE UTILITIES PLAN SHEET CU104 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

2. THE CONTRACTOR MAY PROPOSE TO THE

CONTRACTING OFFICER MINOR GRADING OF THE

CONTRACTOR LAYDOWN AREAS AS REQUIRED.

3. SEE CS104 FOR ALIGNMENT AND GEOMETRY DETAILS.

VEGETATED FILTER STRIP

WIDTH: 35 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

WETLAND LIMIT

LIMIT OF GRADING

C AC

CONTRACTOR LAYDOWN AREA 2

EL. 6.31'

CAUSEWAY STA. 51+25.29

12.00' RT

EL. 6.10'

CAUSEWAY STA. 51+32.84

12.00' LT

EL. 6.55'

AC STA. 142+15.71

12.00' LT

EL. 7.01'

AC STA. 142+43.79

12.00' RT

EL. 6.33'

AC STA. 141+59.77

12.00' RT

EL. 6.12'

CAUSEWAY STA. 50+68.17

12.00' LT

EL. 5.29'

CAUSEWAY STA. 50+29.11

12.00' LT

EL. 5.15'

CAUSEWAY STA. 50+29.11

12.00' RT

RIDGE LINE

R E

V I S

O N

T R

A C

X X

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

CG105

G R

A D

I N

A G

L A

P C

G D

W G

WETLAND LIMIT

EOP

RPA

EDGE OF

3' WIDE LINEAR

SAND FILTER

NOTES:

1. SEE SHEET CG402 FOR LINEAR SAND FILTER DETAILS.

2. SEE SHEET CG406 FOR VEGETATED FILTER STRIP

DETAILS.

3. SEE UTILITY PLAN SHEET CU105 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

4. SEE SHEET CS401 FOR ADDITIONAL GRADING DETAILS.

5. SEE SHEET CS601 FOR GEOMETRY COORDINATES.

VEGETATED FILTER STRIP

WIDTH: 35 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

START OF THE

WALL RWE

(GABION WALL)

M A

T C

L I N

MATCH LINE, SEE SHEET CG111

M A

T C

L I N

RPA

LIMIT OF

GRADING

LIMIT OF

GRADING

B SA

L PK

EL. 7.67'

SA STA. 10+63.61

12.00' LT

EL. 7.60'

PK STA. 12+71.24

12.00' RT

EL. 9.73'

SA STA. 11+53.02

12.00' LT

EL. 9.37'

PK STA. 13+57.63

19.82' RT

EL. 8.01'

PK STA. 12+96.88

12.00' RT

EL. 11.20'

SA STA. 11+93.22

33.00' RT

BARRIER

CURB

EL. 11.15'

SA STA. 11+93.22

12.00' LT

EL. 11.79'

SA STA. 12+41.44

12.00' LT

EL. 11.42'

SA STA. 12+41.24

33.04' LT

EL. 14.32'

SA STA. 14+14.12

15.99' LT

EL. 14.43'

SA STA. 14+13.94

12.00' LT

EL. 14.13'

SA STA. 13+91.50

18.54' LT

EL. 13.92'

SA STA. 13+73.08

21.04' LT

EL. 13.95'

SA STA. 13+70.83

19.33' LT

EL. 14.08'

SA STA. 13+70.12

14.28' LT

EL. 14.16'

SA STA. 13+72.10

12.00' LT

CONTRACTOR LAYDOWN AREA 2

VEGETATED FILTER

STRIP, LENGTH: 35 FT.

TRANSVERSE SLOPE: 1%

WETLAND LIMIT

RPA

MOUNTABLE

CURB

BARRIER

CURB

BARRIER

CURB

BARRIER

CURB

CS401

WHEEL STOP

AutoCAD SHX Text

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text W.E.=2.8 10/30/15 2:24

AutoCAD SHX Text W.E.=2.9 10/30/15 1:09

18+00

20+00 21+00 22+00 23+00 24+00

X X

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

X X

S D

13.2

13.4

13.6

13.4

13.8

14.0

14.214.2

14.4 14.4

14.6

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

CG106

G R

A D

I N

A G

L A

P C

G D

W G

RPA

EOP

WETLAND

LIMIT

FACE OF WALL RWS

(GABION WALL)

CB-19

CB-18

SIDEWALK

CROSSDRAINS (TYP.)

SEE SHEET CP512

FOR DETAILS

EP-02

EP-03

EDGE OF

3' WIDE LINEAR

SAND FILTER

NOTES:

1. SEE SHEET CG402 FOR LINEAR SAND FILTER DETAILS.

2. THE INLETS CB-18 AND CB-19, AND ASSOCIATED PIPES ARE

FOR DRAINAGE FROM THE FOOT PRINT OF FUTURE

BUILDINGS/HANGAR TO BE CONSTRUCTED BY OTHERS.

THESE INLETS AND CONNECTED PIPES WILL BE REMOVED/

ABANDONED AS PART OF NEXT PHASE OF THE PROJECT.

3. SEE UTILITY PLAN SHEET CU106 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

4. SEE SHEET CP512 FOR SIDEWALK CROSSDRAIN DETAILS.

5. SEE SHEET CG202 FOR STORMDRAIN PROFILES.

FACE OF WALL RWS

(GABION WALL)

MATCH LINE, SEE SHEET CG112

M A

T C

L I N

M A

T C

L I N

B SA

EL. 12.89'

SA STA. 17+70.61

26.00' LT

EL. 13.20'

SA STA. 17+40.75

61.94' LT

EL. 14.00'

SA STA. 20+01.73

0.00' LT

EL. 14.00'

SA STA. 20+52.24

0.00' LT

EL. 14.00'

SA STA. 20+54.24

2.00' RT

EL. 14.00'

SA STA. 20+54.24

24.50' RT

EL. 14.00'

SA STA. 20+02.38

24.72' RT

EL. 14.15'

SA STA. 20+20.68

26.00' LT

C P

F L O

C P

F L O

WHEEL STOP (TYP.)

EL. 14.00'

SA STA. 20+27.40

0.00' LT

EL. 13.63'

SA STA. 20+76.74

0.00' LT

EL. 13.14'

SA STA. 20+82.78

24.50' RT

EL. 13.54'

SA STA. 19+81.64

4.50' RT

SLOPE

VARIES

AutoCAD SHX Text

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

25+00 26+00 27+00 28+00 29+00 30+00 31+00

X X X X X X X X X X X

X X X X

X X X X X X X

141414

14.4

14.6 14.6

13.4

13.6

13.8

13.2

14.2 14.2

13.4

13.6

13.8

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

CG107

G R

A D

I N

A G

L A

P C

G D

W G

WETLAND LIMIT

RPA

MATCH LINE, SEE SHEET CG113

M A

T C

L I N

EOP

VEGETATED FILTER STRIP

WIDTH: 35 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

FACE OF WALL RWS

(GABION WALL)

CB-20

EP-04

EDGE OF

3' WIDE LINEAR

SAND FILTER

SIDEWALK

CROSSDRAINS (TYP.)

SEE SHEET CP512 FOR

DETAILS.

START OF WALL RWS

(GABION WALL)

NOTES:

1. SEE SHEET CG402 FOR LINEAR SAND FILTER DETAILS.

2. THE INLET CB-20, AND ASSOCIATED PIPE ARE FOR

DRAINAGE FROM THE FOOT PRINT OF FUTURE BUILDINGS

TO BE CONSTRUCTED BY OTHERS. THIS INLET AND

CONNECTED PIPE WILL BE REMOVED/ ABANDONED AS

PART OF NEXT PHASE OF THE PROJECT.

3. SEE UTILITY PLAN SHEET CU107 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

4. SEE SHEET CP512 FOR SIDEWALK CROSSDRAIN DETAILS.

5. SEE SHEET CG406 FOR VEGETATED FILTER STRIP

DETAILS.

6. SEE SHEET CG202 FOR STORMDRAIN PROFILES.

LIMIT OF

GRADING

B SA

ADD GRADING AT THE OPENING OF THE

TRENCH DRAIN THAT ALLOWS THE DRAIN

TO FLOW FREELY DOWN THE SLOPE.

SEE SHEET CP515 FOR DETAILS.

EL. 14.15'

SA STA. 28+66.68

26.00' LT

EL. 14.15'

SA STA. 28+89.68

49.02' LT

WETLAND LIMIT

RPA

CS402

WHEEL STOP

C P

F L O

R=23'

AutoCAD SHX Text W.E.=1.3 10/30/15 11:37

AutoCAD SHX Text

794+00 795+00 796+00

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

WETLAND LIMIT

RPA

WETLAND LIMIT

RPA

FACE OF WALL RWE

(GABION WALL)

EOP

EDGE OF

3' WIDE LINEAR

SAND FILTER

M A

T C

L I N

MATCH LINE, SEE SHEET CG105

CG111

G R

A D

I N

A G

L A

P C

G D

W G

NOTES:

1. SEE SHEET CG402 FOR LINEAR SAND FILTER DETAILS.

2. SEE UTILITY PLAN SHEET CU111 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

LIMIT OF GRADING

EP-01

B PK

C TL

CONTRACTOR LAYDOWN AREA 2

WETLAND LIMIT

RPA

AutoCAD SHX Text

S D

SD SD SD

S D

13.6

13.8

13.8 13.8

14.0

14.2

14.4

14.6

14.8

14.2

13.8

14.0

13.8

14.0 14.214.0

13.4

X X

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

25+00

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

X X

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

CG112

G R

A D

I N

A G

L A

P C

G D

W G

CB-2A

CB-4A

C P

RPA

WETLAND LIMIT

EOP

LIMIT OF GRADING

24" RCP

CB-1A

CB-3B

CB-3A

CB-1B

CB-2B

CB-4B

CB-14

CB-15

15" RCP

C P

EDGE OF

3' WIDE LINEAR

SAND FILTER

NOTES:

1. SEE SHEET CG402 FOR LINEAR SAND FILTER DETAILS.

2. SEE UTILITY PLAN SHEET CU112 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

3. INLET GRATE AND STRUCTURES CB-1A, CB-1B, CB-2A,

CB-2B, CB-3A, CB-3B, CB-4A, AND CB-4B ARE TO BE

CAPABLE OF WITHSTANDING MINIMUM 100,000-POUND

LOADS . SEE SHEET CP501 FOR DETAILS.

4. SEE SHEET CP509 FOR DETAIL PAVEMENT GARDE .

5. MANHOLE STRUCTURE MH-02 SEE SHEET CP514 FOR

DETAILS.

6. SEE SHEET CG503 FOR DETAILS OF INLET GRATE AND

STRUCTURES CB-11, CB-12, CB-13, CB-14 AND CB-15.

7. SEE SHEET CG406 FOR VEGETATED FILTER STRIP

DETAILS.

8. GRATES AT INLETS CB-11, CB-12 AND CB-13 WILL BE

BELOW PROPOSED GRADE AND COVERED AT THE END

OF PHASE 1 TO PREVENT RUNOFF FROM ENTERING

DURING PHASE 2 CONSTRUCTION. PLACE A 3/4"

TREATED PLYWOOD OR EQUAL SOLID LID ON THE

COLLAR/FRAME. COVER THE LID BY A PIECE OF FILTER

FABRIC (4.5'X4.5') BEFORE PLACING THE GRATE. COVER

THE INLET WITH DIRT TO THE TEMPORARY FINISHED

GRADE.

TAXI LANE

MATCH LINE, SEE SHEET CG117

MATCH LINE, SEE SHEET CG106

M A

T C

L I N

M A

T C

L I N

FLOW

FLOWCB-13

F L O

MH-02

30" RCP

FLOW

VEGETATED FILTER STRIP

WIDTH: 50 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

CB-11

CB-12

F L O

C P

C TL

B PK

EL. 13.20'

N 3576821.055

E 12032980.331

EL. 13.60'

N 3576808.950

E 12032996.252

EL. 13.60'

N 3576905.269

E 12033069.488

EL. 13.20'

N 3576917.374

E 12033053.568

EL. 13.53'

N 3576931.803

E 12033106.010

EL. 13.68'

N 3576878.347

E 12033176.315

EL. 14.83'

N 3576832.112

E 12033182.600

EDGE OF CONCRETE SURFACE

9.5" VERTICAL FACE

WALL RWN

(GABION WALL)

FLOW

F L O

C P

F L O

C P

F L O

C P

FLOW

RIDGE LINE (TYP.)

R E

V I S

O N

T R

A C

SETTLEMENT PLATE

N 3576780

E 12033130

SEE SHEET CG104

FOR DETAILS

SETTLEMENT PLATE

N 3576550

E 12033220

SEE SHEET CG104

FOR DETAILS

14.4

14.2

13.4

13.6

13.8

14.0 14.0

14.2

13.8 13.8

14.0 14.0 14.0

14.214.0 14.214.0

803+00 804+00 805+00 806+00 807+00 809+00 810+00

XXXXXXXX

803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

CG113

G R

A D

I N

A G

L A

P C

G D

W G

ES-01

CB-6A

C P

EOP

C P

WETLAND LIMIT

RPA

OIL/WATER

SEPARATOR

DIVERSION STRUCTURE

SEE SHEET CG402 FOR

DETAILS

LIMIT OF GRADING

EOP

30" RCP

MH-01

DS-01

30" RCP

CB-6B

CB-8A

CB-8B

CB-5A

CB-5B

CB-7A

CB-7B

C P

END WALL RWE

WALL RWE

NOTES:

1. SEE SHEET CG401 FOR SAND FILTER/DETENTION BASIN

DETAILS.

2. SEE UTILITY PLAN SHEET CU113 FOR LOCATIONS OF OTHER

UNDERGROUND CONDUITS.

3. SEE SHEET CG403 FOR OIL/WATER SEPARATOR DETAILS.

4. SEE SHEET CG402 FOR DIVERSION STRUCTURE DETAILS.

5. INLET GRATE AND STRUCTURES CB-5A, CB-5B, CB-6A, CB-6B,

CB-7A, CB-7B, CB-8A, AND CB-8B ARE TO BE CAPABLE OF

WITHSTANDING 100,000-POUND LOAD. SEE SHEET CP501

FOR DETAILS.

6. SEE SHEET CP510 FOR PAVEMENT GARDE DETAILS.

7. SEE SHEET CG504 FOR MANHOLE STRUCTURE MH-01

DETAILS.

8. SEE SHEET CG406 FOR VEGETATED FILTER STRIP DETAILS.

9. SEE SHEET CG201 AND CG202 FOR STORMDRAIN PROFILES.

VEGETATED FILTER STRIP

WIDTH: 50 FT.

MAX. 6% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

VEGETATED FILTER STRIP

WIDTH: 50 FT.

MAX. 6% SLOPE

EQUAL OR LESS THAN 2%

WITHIN FIRST 10 FT.

MATCH LINE, SEE SHEET CG118

M A

T C

L I N

MATCH LINE, SEE SHEET CG107

M A

T C

L I N

F L O

FLOW

30" RCP

FLOW

VEGETATED FILTER STRIP

WIDTH: 35 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 15 FT.

SAND FILTER/

DETENTION BASIN

SIDEWALK

LIMIT OF

GRADING

C TL

C TW

EDGE OF CONCRETE SURFACE

9.5" VERTICAL FACE

FOR DETAILS SEE

SHEET CG401

F L O

C P

F L O

FLOW

CLASS AI RIPRAP

BLANKET OF SIZE 5'X40'X1.5'

RIDGE LINE (TYP.)

R E

V I S

O N

T R

A C

SETTLEMENT PLATE

N 3576130

E 12033770

SEE SHEET CG104

FOR DETAILS

810+00 811+00 812+00

810+00 811+00 812+00 813+00 814+00

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

WETLAND LIMIT

RPA

RIPRAP OUTFALL

CHANNEL

M A

T C

L I N

CG114

G R

A D

I N

A G

L A

P C

G D

W G

SAND FILTER/DETENTION BASIN

FOREBAY

LIMIT OF GRADING

C AC

RS-01

RIPRAP WEIR

ES-02

NOTES:

1. SEE SHEET CG401 FOR SAND FILTER/DETENTION

BASIN/OUTFALL CHANNEL DETAILS.

2. SEE UTILITY PLAN SHEET CU114 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

CG401

AutoCAD SHX Text W.E.=1.5 10/28/15 3:00

AutoCAD SHX Text W.E.=1.2 10/29/15 10:30

AutoCAD SHX Text

12 12

WALL RWE

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

CG117

G R

A D

I N

A G

L A

P C

G D

W G

RPA

WETLAND LIMIT

LIMIT OF GRADING

NOTE:

SEE SHEET CG406 FOR VEGETATED FILTER STRIP DETAILS.

VEGETATED FILTER STRIP

WIDTH: 50 FT.

MAX. 6% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

MATCH LINE, SEE SHEET CG112

M A

T C

L I N

RPA

WETLAND LIMIT

EDGE OF

3' WIDE LINEAR

SAND FILTER

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text

BOR#RW5 ELEV=5.3

AutoCAD SHX Text

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

MATCH LINE, SEE SHEET CG113

MATCH LINE, SEE SHEET CG126

CG118

G R

A D

I N

A G

L A

P C

G D

W G

WETLAND LIMIT

LIMIT OF GRADING

WALL MSE-S

ELEVATED TAXIWAY

M A

T C

L I N

KEY PLAN

SCALE: 1"=1000'

C TW

NOTES:

1. SEE UTILITY PLAN SHEET CU118 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

2. SEE SHEET CG406 FOR VEGETATED FILTER STRIP DETAILS.

VEGETATED FILTER STRIP

WIDTH: 50 FT.

MAX. 6% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

VEGETATED FILTER STRIP

WIDTH: 50 FT.

MAX. 6% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

EOP

WALL RWE

(GABION WALL)

RPA

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text

122+00120+00 121+00119+00117+00 118+00116+00

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

CG126

G R

A D

I N

A G

L A

W G

LIMIT OF GRADING

RPA

LIMIT OF GRADING

EOP

WETLAND LIMIT

WALL MSE-S

STONE-LINED WATERWAY TO

CONVEY RUNOFF FROM

ELEVATED TAXIWAY.

RIPRAP CLASS I

MIN. THICKNESS 26 INCH

VEGETATED FILTER STRIP

WIDTH: 35 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

VEGETATED FILTER STRIP

WIDTH: 35 FT.

MAX. 4% SLOPE

EQUAL TO OR LESS THAN 2%

WITHIN FIRST 10 FT.

NOTES:

1. SEE UTILITY PLAN SHEET CU126 FOR LOCATIONS OF

OTHER UNDERGROUND CONDUITS.

2. SEE SHEET CP502 FOR RIPRAP STONE-LINED WATERWAY

LINED CHANNEL DETAILS.

3. SEE SHEET CG406 FOR VEGETATED FILTER STRIP DETAILS.

ELEVATED TAXIWAY

MATCH LINE, SEE SHEET CG118

STONE-LINED WATERWAY

TO CONVEY RUNOFF FROM

ELEVATED TAXIWAY.

RIPRAP CLASS I

MIN. THICKNESS 26 INCH

C RW

C TW

RPA

WETLAND LIMIT

SEE SHEET SB103 FOR

SLOPE PROTECTION DETAILS

AutoCAD SHX Text

EOI

AutoCAD SHX Text

131+00

132+00

133+00

134+00

135+00AC

ESS D

IVE

S F

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

CG133

E R

O S

I O

I M

E N

O N

T R

W G

M A

T C

I N

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS

LEGEND, REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEET CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS103.

LIMIT OF DISTURBANCE

SILT FENCE WITH

WIRE SUPPORT

C AC

CONTRACTOR LAYDOWN AREA 1

LOD

N 3577536.030

E 12031729.792

N 3577518.731

E 12031575.168

N 3577480.136

E 12031540.105

AutoCAD SHX Text N 50°04'35" W 1,246.74'

AutoCAD SHX Text

"CATTLE CROSSING"

AutoCAD SHX Text

"HIGH SEAT 20"

AutoCAD SHX Text

SURVEY

AutoCAD SHX Text N 50°04'35" W 1,246.74'

AutoCAD SHX Text

SURVEY

AutoCAD SHX Text

GRAVEL TRAIL

AutoCAD SHX Text

GRAVEL SHOULDER

AutoCAD SHX Text

GRAVEL SHOULDER

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

APPROXIMATE BLDG PER GIS ORTHOS

AutoCAD SHX Text

136+00

137+00

138+00

139+00 140+00

LOD

D L

L O

S F

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEETS CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS104.

KEY PLAN

SCALE: 1"=1000'

CG134

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

LIMIT OF DISTURBANCE

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

SILT FENCE WITH

WIRE SUPPORT

M A

T C

L I N

MATCH LINE, SEE SHEET CG140

WETLAND LIMIT

RPA

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

SILT FENCE WITH

WIRE SUPPORT

M A

T C

L I N

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

LOD

CONTRACTOR LAYDOWN AREA 2

CONTRACTOR LAYDOWN AREA 1

N 3577390.359

E 12031899.029

N 3577316.582

E 12031869.451

N 3577248.372

E 12031817.151

N 3577048.428

E 12032174.441

LIMIT OF DISTURBANCE

AutoCAD SHX Text

X X

L O

S F

L O

S F

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEET CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS105.

KEY PLAN

SCALE: 1"=1000'

CG135

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

LIMIT OF DISTURBANCE

WETLAND LIMIT

RPA

SILT FENCE WITH

WIRE SUPPORT

M A

T C

L I N

MATCH LINE, SEE SHEET CG141

M A

T C

L I N

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

LOD

CONTRACTOR LAYDOWN AREA 2

AutoCAD SHX Text

AutoCAD SHX Text W.E.=2.8 10/30/15 2:24

18+00

20+00 21+00 22+00 23+00 24+00

X X

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

X X

S D

13.2

13.4

13.6

13.4

13.8

14.0

14.214.2

14.4 14.4

14.6

L O

LOD

LOD LOD

LOD

S F

SF SF

S F

SF SF SF SF SF SF SF

S F

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

CG136

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

RPA

WETLAND

LIMIT

MATCH LINE, SEE SHEET CG142

M A

T C

L I N

M A

T C

L I N

LIMIT OF DISTURBANCE

SILT FENCE WITH

WIRE SUPPORT

TEMPORARY SEDIMENT TRAP

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEETS CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS106.

TEMPORARY SEDIMENT TRAP (STD. SPEC.3.13, VIRGINIA

EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD

EDITION, 1992 (VESCH)):

MINIMUM 201 CY OF WET STORAGE AND 201 CY OF

DRY STORAGE ARE REQUIRED FOR DRAINAGE AREA LESS

THAN 3.0 ACRES. THE TRAP WILL BE FORMED BY

CONSTRUCTING TEMPORARY DIVERSION DIKE (STD.

SPEC.3.09, VESCH) WITH A STONE OUTLET.

PLAN SHOWS THE TENTATIVE LOCATION OF THE TRAP

AND THE REQUIRED SURFACE AREA AT THE BASE OF THE

STONE OUTLET IF CONSTRUCTED AT THE CURRENT

LOCATION. LOCATION OF DIVERSION DIKE AND STONE

OUTLET CAN VARY BUT AREA DRAINING TO SEDIMENT

TRAP AND OUTLET MUST BE LESS THAN 3.0 ACRES.

WET STORAGE DRY STORAGE

SURFACE AREA AT SURFACE AREA AT THE

SUMP BOTTOM BASE OF OUTLET

LENGTH =46 FT LENGTH =70 FT

WIDTH =11 FT WIDTH =35 FT

DEPTH = 4 FT MIN. DEPTH = 2 FT

SIDE SLOPE 3:1 SIDE SLOPE 3:1

WEIR LENGTH = 18 FT

VOLUME PROVIDED

219 CY PER EACH SEDIMENT TRAP

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

INLET PROTECTION

LOD

C P

F L O

C P

F L O

AutoCAD SHX Text

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

AutoCAD SHX Text W.E.=2.9 10/30/15 1:09

AutoCAD SHX Text

25+00 26+00 27+00 28+00 29+00 30+00 31+00

X X X X X X X X X X X

X X X X

X X X X X X X

141414

14.4

14.6 14.6

13.4

13.6

13.8

13.2

14.2 14.2

13.4

13.6

13.8

LOD

L O

SF SF

S F

SF SF SF SF

SF SF

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEET CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS107.

KEY PLAN

SCALE: 1"=1000'

CG137

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

RPA

SILT FENCE

WITH WIRE

SUPPORT

LIMIT OF DISTURBANCE

MATCH LINE, SEE SHEET CG143

M A

T C

L I N

M A

T C

L I N

TEMPORARY

SEDIMENT

TRAP

TEMPORARY

SEDIMENT

TRAP

TEMPORARY SEDIMENT TRAP (STD. SPEC.3.13, VESCH):

MINIMUM 201 CY OF WET STORAGE AND 201 CY OF

DRY STORAGE ARE REQUIRED FOR DRAINAGE AREA LESS

THAN 3.0 ACRES. THE TRAP WILL BE FORMED BY

CONSTRUCTING TEMPORARY DIVERSION DIKE (STD. SPEC.

3.09, VESCH) WITH A STONE OUTLET.

PLAN SHOWS THE TENTATIVE LOCATION OF THE TRAP

AND THE REQUIRED SURFACE AREA AT THE BASE OF THE

STONE OUTLET IF CONSTRUCTED AT THE CURRENT

LOCATION. LOCATION OF DIVERSION DIKE AND STONE

OUTLET CAN VARY BUT AREA DRAINING TO SEDIMENT

TRAP AND OUTLET MUST BE LESS THAN 3.0 ACRES.

WET STORAGE DRY STORAGE

SURFACE AREA AT SURFACE AREA AT THE

SUMP BOTTOM BASE OF OUTLET

LENGTH =46 FT LENGTH =70 FT

WIDTH =11 FT WIDTH =35 FT

DEPTH = 4 FT MIN. DEPTH = 2 FT

SIDE SLOPE 3:1 SIDE SLOPE 3:1

WEIR LENGTH = 18 FT

VOLUME PROVIDED

219 CY PER EACH SEDIMENT TRAP

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

INLET PROTECTION

RPA

WETLAND LIMIT

LOD

C P

F L O

AutoCAD SHX Text W.E.=1.3 10/30/15 11:37

AutoCAD SHX Text

RPA

WETLAND LIMIT

LIMIT OF DISTURBANCE

SILT FENCE

WITH WIRE SUPPORT

WETLAND LIMIT

32+00 33+00 34+00 35+00

RPA

WETLAND LIMIT

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEETS CG505-CG521.

KEY PLAN

SCALE: 1"=1000'

MATCH LINE, SEE SHEET CG144

M A

T C

L I N

CG138

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

LOD

N 3575553.206

E 12033888.185

N 3575741.469

E 12034154.672

N 3575490.454

E 12034073.817

AutoCAD SHX Text

L O

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

MATCH LINE, SEE SHEET CG134

WETLAND LIMIT

RPA

M A

T C

I N

LIMIT OF DISTURBANCE

SILT FENCE

WITH WIRE SUPPORT

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. SEE SHEET CG519 FOR TYPICAL ESC MEASURES FOR

NEC LINE TRENCH EXCAVATION.

3. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEETS CG505-CG521.

4. SEE SHEET CG519 FOR EROSION AND SEDIMENT

CONTROL DETAILS OF NEC-LINE TRENCH EXCAVATION.

MATCH LINE, SEE SHEET CG146

LIMIT OF DISTURBANCE

CG140

E R

O S

I O

I M

E N

O N

T R

W G

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

LOD

CONTRACTOR LAYDOWN AREA 2

NEC LINE CORRIDOR

SEE SHEET CU110

FOR LAYOUT

N 3577475.784

E 12032281.934

N 3577531.269

E 12032382.086

AutoCAD SHX Text

794+00 795+00 796+00

L O

S F

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

WETLAND LIMIT

RPA

LIMIT OF DISTURBANCE

SILT FENCE WITH

WIRE SUPPORT

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEETS CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS111.

WETLAND LIMIT

RPA

MATCH LINE, SEE SHEET CG135

M A

T C

I N

M A

T C

I N

CG141

E R

O S

I O

I M

E N

O N

T R

W G

LIMIT OF DISTURBANCE

SILT FENCE WITH

WIRE SUPPORT

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

RPA

L TL

LOD

CONTRACTOR LAYDOWN AREA 2

N 3577306.546

E 12032601.052

N 3577196.237

E 12032497.222

AutoCAD SHX Text

S D

SD SD SD

S D

13.6

13.8

13.8 13.8

14.0

14.2

14.4

14.6

14.8

14.2

13.8

14.0

13.8

14.0 14.214.0

13.4

X X

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

25+00

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

X X

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

CG142

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

RPA

WETLAND LIMIT

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEETS CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS112.

4. ALL INLETS WILL BE PROTECTED DURING

CONSTRUCTION.

5. SEE SHEET CG511 FOR DETAILS.

MATCH LINE, SEE SHEET CG136

M A

T C

L I N

M A

T C

L I N

MATCH LINE, SEE SHEET CG147

TEMPORARY

SEDIMENT TRAP

TEMPORARY

SEDIMENT TRAP

SILT FENCE WITH WIRE SUPPORT

LIMIT OF DISTURBANCE

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

KEY PLAN

SCALE: 1"=1000'

TEMPORARY

SEDIMENT TRAP

TEMPORARY SEDIMENT TRAP (STD. SPEC.3.13, VESCH):

MINIMUM 201 CY OF WET STORAGE AND 201 CY OF

DRY STORAGE ARE REQUIRED FOR DRAINAGE AREA LESS

THAN 3.0 ACRES. THE TRAP WILL BE FORMED BY

CONSTRUCTING TEMPORARY DIVERSION DIKE (STD.

SPEC.3.09, VESCH) WITH A STONE OUTLET.

PLAN SHOWS THE TENTATIVE LOCATION OF THE TRAP

AND THE REQUIRED SURFACE AREA AT THE BASE OF THE

STONE OUTLET IF CONSTRUCTED AT THE CURRENT

LOCATION. LOCATION OF DIVERSION DIKE AND STONE

OUTLET CAN VARY BUT AREA DRAINING TO SEDIMENT

TRAP AND OUTLET MUST BE LESS THAN 3.0 ACRES.

WET STORAGE DRY STORAGE

SURFACE AREA AT SURFACE AREA AT THE

SUMP BOTTOM BASE OF OUTLET

LENGTH =46 FT LENGTH =70 FT

WIDTH =11 FT WIDTH =35 FT

DEPTH = 4 FT MIN. DEPTH = 2 FT

SIDE SLOPE 3:1 SIDE SLOPE 3:1

WEIR LENGTH = 18 FT

VOLUME PROVIDED

219 CY PER EACH SEDIMENT TRAP

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

INLET PROTECTION

24" RCP

15" RCP

C P

FLOW

CB-13

F L O

30" RCP

FLOW

F L O

C P

L TL

LOD

C P

F L O

C P

F L O

C P

F L O

C P

AutoCAD SHX Text

803+00 804+00 805+00 806+00 807+00 809+00 810+00

XXXXXXXX

803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00

S D

SD SD

S D

SD SD SD SD SD

14.4

14.2

13.4

13.6

13.8

14.0 14.0

14.2

13.8 13.8

14.0 14.0 14.0

14.214.0 14.214.0

S F

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND,

REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS SEE SHEET CG505-CG521.

3. SEE SHEET CG505 FOR DETAILS OF FILL PLACEMENT

ADJACENT TO GABION WALL.

4. FOR PAVEMENT LEGEND SEE SHEET CS113.

5. ALL INLETS WILL BE PROTECTED DURING

CONSTRUCTION.

6. SEE SHEET CG511 FOR DETAILS.

KEY PLAN

SCALE: 1"=1000'

CG143

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

WETLAND LIMIT

LIMIT OF DISTURBANCE

RPA

SILT FENCE WITH

WIRE SUPPORT

M A

T C

L I N

M A

T C

L I N

MATCH LINE, SEE SHEET CG137

MATCH LINE, SEE SHEET CG148

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

INLET PROTECTION

30" RCP

C P

F L O

FLOW

30" RCP

FLOW

L TL

LOD

C P

F L O

FLOW

C P

F L O

AutoCAD SHX Text

810+00 811+00 812+00

810+00 811+00 812+00 813+00 814+00

LOD

7 9

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A M

A N

A M

A N

H A

E A

V E

A V

I A

T I O

O M

P L

E X

V O

L U

I T

O N

S T

R U

C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

WETLAND LIMIT

RPA

LIMIT OF DISTURBANCE

M A

T C

L I N

MATCH LINE, SEE SHEET CG138

CG144

E R

O S

I O

I M

E N

O N

T R

P C

G D

W G

SILT FENCE WITH WIRE SUPPORT

TEMPORARY SEDIMENT TRAP

RIPRAP WEIR OUTLET

SEE SHEET CG513

FOR DETAILS

TEMPORARY SEDIMENT TRAP (STD. SPEC.3.13, VESCH):

MINIMUM 402 CY OF WET STORAGE AND 402 CY OF

DRY STORAGE ARE REQUIRED FOR DRAINAGE AREA OF

6.0 ACRES; PENDING ACCEPTANCE OF VARIANCE

REQUEST THAT THIS SPECIFIC SEDIMENT TRAP

INSTALLATION/CONFIGURATION BE ALLOWED TO TREAT

ENTIRE AREA OF APRON DRAINAGE SYSTEM,

APPROXIMATELY 6 ACRES. THIS TEMPORARY SEDIMENT

TRAP WILL BE CONVERTED TO PERMANENT BMP (SAND

FILTER/DETENTION BASIN) AS SHOWN ON PLAN SHEET

CG114, ONCE THE APRON AREA IS STABILIZED.

WET STORAGE DRY STORAGE

VOLUME PROVIDED SURFACE AREA AT THE

407 CY BASE OF THE OUTLET

DEPTH MEASURED LENGTH=130 FT

FROM LOW PONT TO WIDTH =65 FT

THE BASE OF STONE DEPTH = 1.5 FT

=2.6 FT

SIDE SLOPE 3:1 SIDE SLOPE 3:1

WEIR LENGTH = 36 FT

NOTES:

1. FOR EROSION AND SEDIMENT CONTROL ITEMS LEGEND, REFER TO SHEET G-004.

2. FOR EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SEE SHEET CG505-CG521.

3. FOR PAVEMENT LEGEND SEE SHEET CS114.

LIMIT OF DISTURBANCE

LEGEND

SILT FENCE WITH

WIRE SUPPORT

NOTE:

THE FIRST FLUSH OF STORMWATER RUNOFF FROM THE APRON WILL BE CONVEYED TO AN OIL/WATER

SEPARATOR. EFFLUENT FROM THE OIL/WATER SEPARATOR WILL BE FURTHER TREATED IN THE PROPOSED SAND

FILTER/DETENTION BASIN BEFORE IT DISCHARGES TO A NEW OUTFALL. THE NEW OUTFALL WILL BE COVERED

UNDER THE FACILITY'S EXISTING VPDES PERMIT FOR INDUSTRIAL ACTIVITY (PERMIT NO. VA0025216).

STEPS CONVERTING SEDIMENT TRAP INTO FILTERING PRACTICES:

ONCE THE APRON AREA HAS BEEN STABILIZED, FOLLOWING

STEPS SHALL BE CONSIDERED FOR A CONVERSION INTO A

PERMANENT DETENTION/SAND FILTER FACILITY:

1. USE SILT FENCE WITH WIRE SUPPORT AS EROSION AND

SEDIMENT CONTROL MEASURE WHILE CONVERTING

TEMPORARY SEDIMENT TRAP INTO SAND FILTER/DETENTION

BASIN.

2. THE WET STORAGE AREA MUST BE DEWATERED FOLLOWING

THE METHODS OUTLINED IN THE 1992 VIRGINIA EROSION &

SEDIMENT CONTROL HANDBOOK (VESCH) DEWATERING

SECTION.

3. SEDIMENT AND OTHER DEBRIS SHALL BE REMOVED TO A

CONTAINED SPOIL AREA OR SHALL BE DISPOSED OF OFFSITE.

THE OFFSITE DISPOSAL AREA LOCATION BE UPDATED IN THE

SWPPP AND COVERED BY APPROPRIATE PERMITS IF

UTILIZED.

4. THE BOTTOM ELEVATION OF THE FILTERING PRACTICE IS

LOWER THAN THE BOTTOM ELEVATION OF THE SEDIMENT

BASIN. RE-GRADING OF THE TRAP BOTTOM SHALL BE

COMPLETED TO ACHIEVE THE FINAL DESIGN GRADE. INSTALL

THE SAND FILTER MEDIA WITH ALL ITS COMPONENT I.E.

GRAVEL, UNDERDRAIN, SAND, FILTER FABRIC AND TOP SOIL.

5. TEMPORARY STONE OUTLET SHALL BE REMOVED.

PERMANENT RISER STRUCTURE AND OUTLET PIPE WILL BE

INST…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.