1614700dwg11of22CIVIL_EROSION_03.pdf

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P347 Perimeter Security Improvement, Portsmouth Naval Shipyard, NCTS Cutler, Maine
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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

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PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

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CUTLER, MAINE" PREPARED BY DEPARTMENT OF THE NAVY,

ENTITLED "REAL ESTATE PLAN - U.S. NAVAL RADIO STATION -

PROPERTY LINE PLACED PER INFORMATION FOUND ON A PLAN

PAVEMENT

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CATCH BASIN

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SEWER

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RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

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STREAM

APPROXIMATE HIGHWATER LINE

POND

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SHIPPING CONTAINER

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V

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INV. IN: 83.94

INV. OUT: 82.97

STATION "61

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D

STAGING AREA FOR VARIOUS

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DIESEL TANK

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SHIPPING CONTAINER

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42 GATE

GRAVEL

CATCH BASIN

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ROAD

R

ID

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CO

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SEPTIC FIELD

(POSSIBLE TANK

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S

DY

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87.13STATION

94.13STATION

600594.70BOLLARD

600694.80BOLLARD

600794.82BOLLARD

16515494.84BOLLARD

16515594.88BOLLARD

16515695.01BOLLARD

16515795.17BOLLARD

16515895.26BOLLARD

16515995.38BOLLARD

W

16516095.59BOLLARD

16516295.67BOLLARD

16516195.71BOLLARD

S

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

APPROXIMATE HIGH

WATER LINE

STATION "600"

GPS CONTROL

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0 9

75 8

90 90

N-12

N-1

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

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N

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INV. 35.80'

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CATCH BASIN

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CATCH BASIN

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SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

STREAM

SAND /

SALT

SHED

ANTENNA TOWER

WITH GUY CABLES

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

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R

ID

G E R

O A

D

F O

G H

A R B O

R R

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HUDSON B

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18"

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N: 6

9.62

INV. O

UT: 6

8.46

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

SHIPPING CONTAINER

SIT

E 0

9 - A

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OADS

SIT

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MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

IT

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

P O

IS

S O

N 'S P

A T

H

GATE

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

GRANIT

E MONUMENT WIT

H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

GATE

R

ID

G E R

O A

D

GRAVEL

CATCH B

ASIN

RIM

: 92 .0

R O

A D

R

ID

G E

F O

G H

A R

B O

R R

O A

D

F O

G H

A R

B O

R R

O A

D

COMMUNICATIONS BOX

CO

VENT

SOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

W

SOFTWOOD TREE

" R

C P

IN

V

. IN

: 2 .2

IN

V . O

U T : 2

.7

SEPTIC

FIE

LD

(POSSI

BLE

TANK

LOCATIO

N P

ER G

IS)

INV. IN: 11.49INV. OUT: 11.32

24" CMP

S

DY

H

SS

W

S

SEWER MANHOLE

RIM: 91.36

TOE OF BANK

TOE OF BANK

STOP LITE

STOP LITE

TOE OF BANK

TOP OF BANK

WVW

SO

TOP OF BANK

TOP OF BANK

MAILBOX

W

S

M H

W (6 .6

H A

T (9 .8

H A

T (9 .8 ')M

H W (6 .6

" R

C P

IN

V

. IN

: 7 .7

IN

V . O

U T : 6 .8

" H

D P

E

IN

V

. IN

: 6 .3

IN

V . O

U T : 5 .9

RIDGE ROAD

134135

WATERLINE

(PER GIS PLAN)

GUARDRAIL

HYDRAULICS/ELECTRICAL

FOR BARRIER

15"

RCP

INV. I

N: 8

3.94

INV. O

UT: 8

2.97

PAVEMENT

GRAVEL

APPROXIM

ATE

HIG

H

WATER L

INE

" R

C P

IN

V

. IN

: 4 .0

IN

V . O

U T : 4

.3

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

F O

G H

A R B O

R R

O A D

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

U D

U

6003 60

2034+74.5

CE11

CE11

C E

C E

CE10

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

:4

:4

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CE109

JSK JSK TCW

E R

O S

D

IM

E

N T

O

A S

A N

NOTE:

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

E

NORTH

PLAN

50' 100'0

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

STOCKPILE AREA

F L O

W

FLOW

CE

CE

SF

FS

FS

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

FS

FS

SF

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

SD

SD

AREA SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED

CE116

MATCH LINE STA. 2006+20 - SEE SHEET

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

164 358

12880946

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

:3

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

71727374

HUDSON BOULEVARD

INV. IN: 65.27

INV. OUT: 64.58

SITE 00009 - AOC 13 DIRT ROADS

AOC 000014 - NORTH BORROW PIT

24" RCP

SITE 00002 - RECYCLABLE MATERIAL YARD

1006100710081009101010111012101310141015

5 2

5 8

0 9

95 9

75 8

90 90

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

H U

N T

L E

Y H

O L

L E

R R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D x

X

S

R C P

R C P

2' R

CP

CC

CMP

S

S

S

S

S

MONUMENT

FOUND IN 2014

GUARD

SHACK

S

IT

E A

O C D

IR

T R

O A

D S

130A

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

STREAM

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

ANTENNA TOWER

WITH GUY CABLES

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

IT

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

P O

IS

S O

N 'S P

A T

H

GATE

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

GRANIT

E MONUMENT WIT

H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

F O

G H

A R

B O

R R

O A

D

COMMUNICATIONS BOX

CO

VENT

SOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

W

SOFTWOOD TREE

" R

C P

IN

V

. IN

: 2 .2

IN

V . O

U T : 2

.7

" R

C P

IN

V

. IN

: 1 .2

IN

V . O

U T : 1

.1

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

S

DY

H

SS

W

S

SEWER MANHOLE

RIM: 91.36

TOE OF BANK

TOE OF BANK

STOP LITE

STOP LITE

TOE OF BANK

TOP OF BANK

WVW

SO

TOP OF BANK

TOP OF BANK

MAILBOX

W

GATE

S

M H

W (6 .6

H A

T (9 .8

H A

T (9 .8 ')M

H W (6 .6

" R

C P

IN

V

. IN

: 7 .7

IN

V . O

U T : 6 .8

" H

D P

E

IN

V

. IN

: 6 .3

IN

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

R

ID

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

IN

V

. IN

: 4 .0

IN

V . O

U T : 4

.3

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

U D

U

6003 60

2034+74.5

CE11

CE11

C E

C E

C E

CE10

CE110

JSK JSK TCW

E R

O S

D

IM

E

N T

R

A S

A N

NOTE:

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

E

50' 100'0

NORTH

PLAN

FLOW

FLOW

SD

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

SD

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

E

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

165 358

12880947

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

:1

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

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N -N

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F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

7 77

18" RCP

INV. IN: 69.62

INV. OUT: 68.46

HUDSON BOULEVARD

SITE 00002 - RECYCLABLE MATERIAL YARD

HUDSON BOULEVARD

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

COMMUNICATIONS BOX

165220

73.99MISC COMMBOX

1016101710181019102010211022102310241025

102710281029

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

INV. 29.31'

INV. 30.42'

RCP

INV. 33.77'

INV. 33.82'

8" STEEL

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

ST. LA

U R

EN

T STR

EET

H U

N T

L E

Y H

O L

L E

R R

O A

D

H U

N T L E

Y H

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R R

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R C P

R C P

2' R

CP

CC

CMP

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T R

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IN

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IN

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S

IT

E A

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IR

T R

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D S

W

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E A

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H O

R A

G E S

T O

W E R N

G

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IN

T S

C R

A P A

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A

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IT

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M

IS

T H

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A O

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W E R N

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G E R

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HUDSON B

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HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

D

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

R

C P

IN

V

IN

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IN

V O

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R

C P

IN

V

IN

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IN

V O

U T .2

IN

V

IN

.5

IN

V O

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H U

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V A R

D

S T.

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TR

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T R

A N S F O

R M

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A O

C V

SIT

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9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

IT

24"

RCP

S T E E L

HUDSON B

OULEVARD

H U

D S

O N B

O U L E

V A R

D

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

P O

IS

S O

N 'S P

A T

H

GATE

SPRAGUE'S NECK ROAD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

N

TLE

Y H

O

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R R

O A D

GRANIT

E MONUMENT WIT

H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

B

B

COMMUNICATIONS BOX

G P S

C O

N T R

O L

S T A T

IO

N "6

GRAVEL

IN

V

. IN

: 4 .0

IN

V . O

U T : 4

.3

STATIO

N "6

00"GPS

CONTROL

SPRAGUE'S NECK RD

CE11

CE11

C E

C E

C E

C E

CE111

JSK JSK TCW

E R

O S

D

IM

E

N T

R

A S

A N

FLOW

FLO

W

M A

T C

H L

IN

E S

T A

S

E E S

H E

E T C

E

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

E

NORTH

PLAN

50' 100'

NOTE:

SD

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

SD

SD

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

166 358

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IN

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R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

52 53 54 55

61 62 63 64

66 67 68 69

IN

V

.8

SITE 00009 - AOC 13 DIRT ROADS

HUDSON BOULEVARD

HUDSON BOULEVARD

20" RCP

INV. IN: 51.57

INV. OUT: 51.18

INV. IN: 56.54

INV. OUT: 55.78

8" STEEL

HUDSON BOULEVARD

PO

IS

SO

N 'S P

ATH

S P

R A

G U

E 'S N

E C

K R

O A

D

WIRE ANCHORAGES

TOWER N11 GUY

H U

N T

L E

Y H

O L L E

R R

O A

D

GPSCONTROL

STATION"615"

1031103210331034103510361037

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

INV. 29.31'

INV. 30.42'

RCP

INV. 33.77'

INV. 33.82'

8" STEEL

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

ST. LA

U R

EN

T STR

EET

H U

N T

L E

Y H

O L

L E

R R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D

R C P

R C P

2' R

CP

CC

CMP

S

IT

E A

O C D

IR

T R

O A

D S

R

C P

IN

V

IN

.3

IN

V O

U T .1

S

IT

E A

O C D

IR

T R

O A

D S

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

U Y P A

IN

T S

C R

A P A

R E

A

S

IT

E F

O R

M

IS

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

G

APPROXIMATE HIGHWATER LINE

ID

G E R

O A

D

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

D

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

R

C P

IN

V

IN

.5

IN

V O

U T .1

R

C P

IN

V

IN

.1

IN

V O

U T .2

IN

V

IN

.5

IN

V O

U T .7

H U

D S

O N B

O U L E

V A R

D

S T.

L

A U R E N T S

TR

E E T

T R

A N S F O

R M

E R H

O U S E S

A O

C V

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

IT

24"

RCP

S T E E L

HUDSON B

OULEVARD

H U

D S

O N B

O U L E

V A R

D

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

P O

IS

S O

N 'S P

A T

H

GATE

SPRAGUE'S NECK ROAD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

N

TLE

Y H

O

LLE

R R

O A D

GRANIT

E MONUMENT WIT

H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

B

B

COMMUNICATIONS BOX

G P S

C O

N T R

O L

S T A T

IO

N "6

GRAVEL

" R

C P

IN

V

. IN

: 4 .0

IN

V . O

U T : 4

.3

STATIO

N "6

00"GPS

CONTROL

U D

U

SPRAGUE'S NECK RD

CE11

CE11

C E

C E

C E

C E

TCW TCW SCS

NORTH

PLAN

50' 100'0

CE112

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

E

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

E

E R

O S

D

IM

E

N T

R

A S

A N

NOTE:

F L

O W

FLOW

FLOW

F L

O W

SD

SD

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

SD

SD

SD

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

167 358

12880949

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1 2 3 4 5

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IT

IE

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

3636 3737

20" RCP

INV. IN: 30.30

INV. OUT: 29.12

WIRE ANCHORAGES

TOWER N11 GUY

PAINT SCRAP AREA

SITE 00004 - FORMER

HOIST HOUSES

AOC 000015 - 42 VLF

WIRE ANCHORAGES

TOWER N11 GUY

HUDSON BOULEVARD

TOWER N11

20" RCP

INV. IN: 30.10

INV. OUT: 29.27 TRANSFORMER HOUSES

AOC 000016 - 24 VLF

H U

N T

L E

Y H

O L L E

R R

O A

D

B396

B398

10521053105410551056105710581059106010611062

N-10

N-12

INV. 38.08'

INV. 39.64'

INV. 29.31'

INV. 30.42'

RCP

INV. 33.77'

INV. 33.82'

8" STEEL

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

RCP

INV. 16.40'

INV. 16.73'

12" STEEL

INV. 16.31'

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

H U

N T

L E

Y H

O L

L E

R R

O A

D

INV. 17.26'INV. 16.99'

8" S

TEEL

2' R

CP

E U

C

C

E U

E

E

C

CC

CMP

S

IT

E A

O C D

IR

T R

O A

D S

R

C P

IN

V

IN

.3

IN

V O

U T .1

H O

IS

T H

O U S E S

A O

C V

L F P A

IN

T S

C R

A P A

R E

A

S

IT

E F

O R

M

IT

E A

O C D

IR

T R

O A

D S

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

U Y P A

IN

T S

C R

A P A

R E

A

S

IT

E F

O R

M

IS

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

G

D S

O N B

O U L E

V A R

D

DUKE'S PASS

R

C P

IN

V

IN

.8

IN

V O

U T .5

T O

W E R N

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

D

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

HUDSON B

OULE

VARD

R

C P

IN

V

IN

.5

IN

V O

U T .1

R

C P

IN

V

IN

.1

IN

V O

U T .2

C U L V E R T

IN

V

IN

.7

IN

V O

U T .6

IN

V

IN

.5

IN

V O

U T .7

H U

D S

O N B

O U L E

V A R

D

S T.

L

A U R E N T S

TR

E E T

BAY VIEW

R

O

AD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

A N S F O

R M

E R H

O U S E S

A O

C V

S T E E L

H U

D S

O N B

O U L E

V A R

D

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

IS

S O

N 'S P

A T

H

SPRAGUE'S NECK ROAD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

A R N -9 V

L F T

O W

E R

A O

C L

A Y

D O

W N A

R

E A

N C

H O

R A

G E S

T O

W E R N

G

T .8

M H

W .6

M H

W .6

H A T .8

H U

N

TLE

Y H

O

LLE

R R

O A D

GRANIT

E MONUMENT WIT

H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

G P S C

O N T R

O L S

T A T

IO

N

B

B

B

B

G P S

C O

N T R

O L

S T A T

IO

N "6

1085+89

SPRAGUE'S NECK RD

CE11

C E

C E

C E

JSK JSK TCC

NORTH

PLAN

50' 100'0

CE113

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

E

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

E

E R

O S

D

IM

E

N T

R

A S

A N

SD

NOTE:

FLOW

F L

O W

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

SD

SD

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

168 358

12880950

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

43 44

S T . L

A U

R E

N T S

T R

E E

T

SITE 00009 - AOC 13 DIRT ROADS18" RCP

INV. IN: 33.81

INV. OUT: 33.57

HUDSON BOULEVARD

S T L

A U

R E

N T S

T R

E E

T

WIRE ANCHORAGES

TOWER N9 GUY

10631064106510661067106810691070107110721073107410751076

N-10

N-0

INV. 38.08'

INV. 39.64'

INV. 29.31'

INV. 30.42'

RCP

INV. 33.77'

INV. 33.82'

8" STEEL

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 35.80'

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

RCP

INV. 16.40'

INV. 16.73'

12" STEEL

INV. 16.31'

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

R

ID

G E R

O A

D

INV. 17.26'INV. 16.99'

ST.LAU

REN

T STREET

S T .L

A U

R E

N T S

T R E E T

D

C A B L E S

E U

E (2

K V

P

B L E S

E U

E (2

K V

P

ESD(15"RCP)

S D (1

"R

C P

ESD(15"RCP)

E U E

E U C

ESD(24"RCP)

ESD(24"RCP)

(G

RAVEL)

8" S

TEEL

2' R

CP

E U

E

E U

E

E U E

E U E

E U E

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

C

C

C

C

20WAYEUE/EUC

E U

E

E U

E

E U

E

E U

E

E U

C

E

E

E

E

CMP

S

IT

E A

O C D

IR

T R

O A

D S

R

C P

IN

V

IN

.3

IN

V O

U T .1

H O

IS

T H

O U S E S

A O

C V

A N S F O

R M

E R H

O U S E S

A O

C V

IN

T S

C R

A P A

R E

A

S

IT

E F

O R

M

E A

N C

H O

R A

G E S

T O

W E R N

G

U Y P A

IN

T S

C R

A P A

R E

A

S

IT

E F

O R

M

IS

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

G

D S

O N B

O U L E

V A R

D

DUKE'S PASS

R

C P

IN

V

IN

.8

IN

V O

U T .5

T O

W E R N

H U

D S

O N B

O U L E

V A R

D

T O

W E R N

R

C P

IN

V

IN

.1

IN

V O

U T .2

C U L V E R T

IN

V

IN

.7

IN

V O

U T .6

IN

V

IN

.5

H

D P E

IN

V O

U T .0

A P P R

O X

IM

A T E

H

IG

H W

A T E R L

IN

E

IN

V

IN

.5

IN

V O

U T .7

H U

D S

O N B

O U L E

V A R

D

S T.

L

A U R E N T S

TR

E E T

R O

A D

B A

Y V

IE

W

BAY VIEW

R

O

AD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

D S O

N B

O U

LE

V A R

D

BAY VIEW ROAD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

D

IR

T R

O A

D S

S

IT

E A

A N S F O

R M

E R H

O U S E S

A O

C V

S T E E L

H U

D S

O N B

O U L E

V A R

D

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

S T E E L

IN

V

IN

.3

IN

V O

U T .9

B A

Y V

IE

W R

O A

D

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

SPRAGUE'S NECK ROAD

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

E A

N C

H O

R A

G E S

T O

W E R N

G

E A

N C

H O

R A

G E S

T O

W E R N

G

A R N -9 V

L F T

O W

E R

A O

C L

A Y

D O

W N A

R

E A

N C

H O

R A

G E S

T O

W E R N

G

T .8

M H

W .6

M H

W .6

H A T .8

H U

N

TLE

Y H

O

LLE

R R

O A D

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

S C

O N T R

O L S

T A T

IO

N

B

B

B

B

G P S

C O

N T R

O L

S T A T

IO

N

1085+89

C E

C E

C E

C E

JSK JSK TCC

NORTH

PLAN

50' 100'0

CE114

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

E

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

E

NOTE:

E R

O S

D

IM

E

N T

R

A S

A N

FLOW

FLOW FLOW

SD

SD

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

SD

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

169 358

12880951

C

D

1 2 3 4 5

1 2 3 4 5

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

1 22 2 3 2

HOIST HOUSES

AOC 000015 - 42 VLF

TRANSFORMER HOUSES

AOC 000016 - 24 VLF

PAINT SCRAP AREA

SITE 00004 - FORMER

H U

D S

O N B

O U

L E

V A

R D

D U

K E 'S P

A S S

TOWER N9

CULVERT

INV. IN: 19.78

INV. OUT: 18.67

B A

Y V

IE

W R

O A

D

HUDSON BOULEVARD

WIRE ANCHORAGES

TOWER N9 GUY

B A Y V

IE

W R

O A D

WIRE ANCHORAGES

TOWER N9 GUY

WIRE ANCHORAGES

TOWER N9 GUY

NEAR N-9 VLF TOWER

AOC 000002 - LAYDOWN AREA

WIRE ANCHORAGES

TOWER N9 GUY

HAT (9.8')

MHW (6.6')

MHW (6.6')

HAT (9.8')

.9

TR

E E

LIN

E

1.3

TR

E E

LIN

E

.6

TR

E E

LIN

E

.7

TR

E E

LIN

E

.4

TR

E E

LIN

E

.7

TR

E E

LIN

E

WIRE ANCHORAGES

TOWER N9 GUY

.0

TR

E E

LIN

E

1.2

TR

E E

LIN

E

.5

TR

E E

LIN

E

.0

TR

E E

LIN

E

.7

TR

E E

LIN

E

.4

TR

E E

LIN

E

.6

TR

E E

LIN

E

GPS CONTROL STATION "614"

B391

B393

N-10

N-0

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

INV. 10.06'

30" RCP

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

RCP

INV. 16.40'

INV. 16.73'

C M

P

INV. 45.79'

INV. 45.65'

12" STEEL

INV. 16.31'

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

R

ID

G E R

O A

D

S T . L

A U

R E

N T S

T R

E E

T

S T . L

A U

R E

N T S

T R

E E

T

INV. 17.26'INV. 16.99'

ST.LAU

REN

T STREET

S T .L

A U

R E

N T S

T R E E T

D

C A B L E S

E U

E (2

K V

P

B L E S

E U

E (2

K V

P

B L E S

E U

E (2

K V

P

ESD(15"RCP)

S D (1

"R

C P

ESD(15"RCP)

E U C

E U C

E U E

E U E

E U E

E U E

E U C

E U C

E U C

ESD

ESD(24"RCP)

ESD(24"RCP)

(G

RAVEL)

8" S

TEEL

2' R

CP

E U

E

E U

E

E U E

E U E

E U E

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

C

C

C

C

20WAYEUE/EUC

E U E

E U

E

E U

E

E U

E

E U

E

E U

C

E

E

E

E

C

S

IT

E A

O C D

IR

T R

O A

D S

H O

IS

T H

O U S E S

A O

C V

A N S F O

R M

E R H

O U S E S

A O

C V

IN

T S

C R

A P A

R E

A

S

IT

E F

O R

M

E A

N C

H O

R A

G E S

T O

W E

R N

G

E A

N C

H O

R A

G E S

T O

W E R N

G

D S

O N B

O U L E

V A R

D

H U

D S

O N B

O U

L E

V A

R D

DUKE'S PASS

R

C P

IN

V

IN

.8

IN

V O

U T .5

T O

W E R N

TOWER N8

H U

D S

O N B

O U L E

V A R

D

C U L V E R T

IN

V

IN

.7

IN

V O

U T .6

IN

V

IN

.5

H

D P E

IN

V O

U T .0

H

D P E

IN

V

IN

.6

IN

V O

U T .0

C

M P

IN

V

IN

.1

IN

V O

U T .6

C

M P

IN

V

IN

.3

IN

V O

U T .5

A P P R

O X

IM

A T E

H

IG

H W

A T E R L

IN

E

H U

D S

O N B

O U L E

V A R

D

S T.

L

A U R E N T S

TR

E E T

R O

A D

B A

Y V

IE

W

BAY VIEW

R

O

AD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

D S O

N B

O U

LE

V A R

D

BAY VIEW ROAD

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

D

IR

T R

O A

D S

S

IT

E A

E A

N C

H O

R A

G E S

T O

W E R N

G

S T E E L

IN

V

IN

.3

IN

V O

U T .9

B A

Y V

IE

W R

O A

D

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

J

K E

S L

A N

E

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

E A

N C

H O

R A

G E S

T O

W E R N

G

A R N -9 V

L F T

O W

E R

A O

C L

A Y

D O

W N A

R

E A

N C

H O

R A

G E S

T O

W E R N

G

T .8

M H

W .6

M H

W .6

H A T .8

W

IR

E A

N C

H O

R A

G E S

T O

W E R N

G

S C

O N T R

O L S

T A T

IO

N

B

B

1085+89

C E

C E

C E

TCW TCW SCS

NORTH

PLAN

50' 100'0

CE115

MATCH LI

NE STA. 1

076+

20 -

SEE SHEET CE11

NOTE:

E R

O S

D

IM

E

N T

R

A S

A N

SD

F L

O W

F

LO

W

F L

O W

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

SD

SD

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

170 358

12880952

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IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

RIDGE ROAD

RIDGE ROAD

15" RCP

INV. IN: 28.25

INV. OUT: 26.77

15" RCP

INV. IN: 46.08

INV. OUT: 45.32

2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020

5 2

5 8

0 9

95 9

75 8

90 90

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

H U

N T

L E

Y H

O L

L E

R R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D x

X

S

CMP

INV.

INV.

R C P

R C P

2' R

CP

CC

CMP

S

S

S

S

S

MONUMENT

FOUND IN 2014

GUARD

SHACK

S

IT

E A

O C D

IR

T R

O A

D S

130A

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

STREAM

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

ANTENNA TOWER

WITH GUY CABLES

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

IT

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

P O

IS

S O

N 'S P

A T

H

GATE

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

GRANIT

E MONUMENT WIT

H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

F O

G H

A R

B O

R R

O A

D

COMMUNICATIONS BOX

CO

VENT

SOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

W

SOFTWOOD TREE

" R

C P

IN

V

. IN

: 2 .2

IN

V . O

U T : 2

.7

" R

C P

IN

V

. IN

: 1 .2

IN

V . O

U T : 1

.1

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

INV. IN: 11.49INV. OUT: 11.32

24" CMP

S

DY

H

SS

W

S

SEWER MANHOLE

RIM: 91.36

TOE OF BANK

TOE OF BANK

STOP LITE

STOP LITE

TOE OF BANK

TOP OF BANK

WVW

SO

TOP OF BANK

TOP OF BANK

MAILBOX

W

GATE

S

M H

W (6 .6

H A

T (9 .8

H A

T (9 .8 ')M

H W (6 .6

" R

C P

IN

V

. IN

: 7 .7

IN

V . O

U T : 6 .8

" H

D P

E

IN

V

. IN

: 6 .3

IN

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

R

ID

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

IN

V

. IN

: 4 .0

IN

V . O

U T : 4

.3

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

U D

U

6003 60

2034+74.5

CE11

CE11

C E

C E

C E

CE10

TCW TCW SCS

NORTH

PLAN

50' 100'0

CE116

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

E

E R

O S

D

IM

E

N T

R

A S

A N

NOTE:

FLOW

SD

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

SD

SD

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

S E

E S

H E

E T C

E

M A

T C

H L

IN

E S

T A

AREA SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

171 358

12880953

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

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IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

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IM

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M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

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G F

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D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

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A V

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T A

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N -N

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F O

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M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

0 1

RIDGE ROAD

FO

G

HARBO

R RO

AD

RIDGE ROAD

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

MHW (6.6')

HAT (9.8')

HAT (9.8')

MHW (6.6')

56" RCP

INV. IN: 7.77

INV. OUT: 6.86

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

2021 2022 2023 2024 2025 2026 2027 2

.5

5 2

5 8

90 90

95 9

75 8

90 90

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

H U

N T

L E

Y H

O L

L E

R R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D x

X

S

CMP

INV.

INV.

R C P

R C P

2' R

CP

C

CC

CMP

S

S

S

MONUMENT

FOUND IN 2014

GUARD

SHACK

S

IT

E A

O C D

IR

T R

O A

D S

130A

F O

G H

A R

B O

R R

O A

D

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

GRAVEL

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

STREAM

SAND / SALT

SHED

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

IT

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

P O

IS

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R

ID

G E R

O A

D

F O

G H

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B O

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GRANIT

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H B

RASS

DIS

K F

OUND

"US N

AVY B

ASELIN

E"

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

F O

G H

A R

B O

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COMMUNICATIONS BOX

CO

VENT

" R

C P

IN

V

. IN

: 2 .2

IN

V . O

U T : 2

.7

" R

C P

IN

V

. IN

: 1 .2

IN

V . O

U T : 1

.1

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

INV. IN: 11.49INV. OUT: 11.32

24" CMP

S

S

STOP LITE

STOP LITE

TOE OF BANK

WVW

SO

TOP OF BANK

TOP OF BANK

MAILBOX

GATE

M H

W (6 .6

H A

T (9 .8

H A

T (9 .8 ')M

H W (6 .6

" R

C P

IN

V

. IN

: 7 .7

IN

V . O

U T : 6 .8

" H

D P

E

IN

V

. IN

: 6 .3

IN

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

R

ID

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

" R

C P

IN

V

. IN

: 4 .0

IN

V . O

U T : 4

.3

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

U

U D

U

2034+74.5

CE11

CE11

C E

C E

C E

CE10

TCW TCW SCS

NORTH

PLAN

50' 100'0

CE117

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

E

E R

O S

D

IM

E

N T

R

A S

A N

NOTE:

SD

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

SD

SD

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

AREA SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

172 358

12880954

163-CE108 - OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 3
164-CE109 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
165-CE110 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
166-CE111 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
167-CE112 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
168-CE113 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
169-CE114 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
170-CE115 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
171-CE116 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
172-CE117 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3
2023-03-16T18:59:48-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:00:47-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:00:57-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:00:58-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:01:08-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:01:17-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:01:19-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:01:28-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:01:38-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:01:39-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:36-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:51-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:53-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:54-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:56-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:58-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:03:59-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:04:01-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:04:03-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2023-03-16T19:04:04-0400
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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