1614700dwg12of22CIVIL_EROSION_04.pdf

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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

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

0 2

80 80

75 8

90 90

E S D

E U

C

E U E

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C A B L E S

E U E (2

K V

P

IP

D (1

"R

C P

E S

D (8

"C

I)ES

D(1 5"R

CP)

EUE/EUC

EUE(6W)

EUE(6W)

EUE/EUC

EUE/EUC

S-6

S-8

S-4

S-0

S-12

N-5

N-10

N-12

N-1

N-2

N-4

N-0

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'

INV. 10.06'

30" RCP

STE

ELINV. 9.84'

INV. 9.67'

H D P E

INV. 12.48'

INV. 13.71'

ST

EE

LINV. 19.96'

INV. 19.73'

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'

4" STEEL

INV. 65.68'

INV. 65.88'

INV. 58.87'

INV. 58.18'

S T E E L

INV. 40.23'

INV. 39.97'

INV. 35.68'

INV. 35.92'

INV. 43.35'

INV. 43.37'

12" STEEL

INV. 38.73'

INV. 38.14'

H D P E

INV. 27.10

INV. 26.09

12" STEEL

INV. 16.31'

RIDGE ROAD

ST. LA

U R

EN

T STR

EET

ST. LA

U R

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T STR

EET

ST. LA

U R

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T STR

EET

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H U

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S T . L

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IL

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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

S T E E L E S A

V E

N U E

S T E E L E S A

V E

N U E

HUNTL

EY

H

O

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ER

R

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AD

S-10

N-6

S T E E L

INV. 70.28'

INV. 69.85'

INV. 53.21'

INV. 53.33'

INV. 37.76'

INV. 38.49'

J A

K E S L

A N

E

E X

IS

T

T U

N N E L

EXIST WELL #100

EXIST MH N1A

EXIST MH 3W

EXIST MH 4W

EXIST MH 5W

EXIST MH 6W

BANK

EXIS

T L

OAD

EXIST MH 7W

BLDG

TRANSMITTER

B100

D

D

D

E

E

C

C

C

C

E

SSCO

EXIST

C A B L E S

E U E (2

K V

P

F

(A B )E

SS

x

X

C A B L E S

E U E (2

K V

P

C

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

ES

D(1

5"R

CP)

ESD(15"RCP)

E S D (1

"R

C P

ESD(15"RCP)

E S

D (1

"S

T L

ESD(36"RCP)

ESD(4"STL)

ESD(36"RCP)

E U

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E U E

E U E

E U E

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ESD

ESD(24"RCP)

ESD(24"RCP)

E S

D (1

"R

C P

E S

D (2

"R

C P

ESS(4")

EUE(2-4")

ESD

ESD

ESD

ES

D

ESD

E S

D

(1

ESD

(12")

ESD(10")

E S S

E S S

ESS(AB)

ES

S

ESS

ESS

ESS

EOU

E O

U

EUU

EUU

EUC(2-

3/4")

F

IR

E

P

U M P

T O

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IN

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EUE

E

RIDGE ROAD

RIDGE ROAD

S T L A

U R E

N T S

T R E E T

E

C

EXIST MH 2W

EXIST MH 1W

EXIST MH N1B

W

F

F

E

C

C

C

EUE(2

-44KV

EUE(2

-44KV

EUE(2

-44KV

EUE(2

-44KV

EUE(2

-44KV

EUE(2-44KV

EUE(2-44KV

EUE(2

-44KV

DE-I

CEREXIST

(G R

A V E L

(G

RAVEL)

(G

RAVE

L)

CMP

INV.

INV.

8" S

TEEL

C

6" STEEL

28.31'

INV.

28.25'

INV.

R C P

R C P

C

C

D

D

D

2' R

CP

C

C

W

E U

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E

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E U C

E U

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E U

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E U

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20WAYEUE/EUC

E U E

E U

E

E U

E

E U

E

E U

E

E U

C

E

E

E

E

E

C

C

20WAYEUE/EUC

C

CC

CMP

E

E

C

D

V

W V

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H

D

S

M

H

D

H

D

H

D

H

D

E

E

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S-11

G A

T E

EUE

S

S

G A

TE

G A

T E

G A

TE

G A

T E

E

C

S

S

C

E

E

E W

E W

W

WV

S

S

S

S

W

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

FLOODED AREA

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

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F O

G H

A R

B O

R R

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N ° 4

' 0

"W

.1

DATED DECEMBER 5, 1960.

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

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

R

ID

G E R

O A

D

R

ID

G E R

O A

D

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

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

NO TOPO HERE

GRAVEL

GRAVEL ROAD

G R

AVEL

C

M P

INV. 11.14'

INV. 11.64'

" C

MP INV. 9.39'

INV. 9.04'

24" STEEL

INV. 7.67'

INV. 7.69'

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

B U

S T

E R B

O U

L E

V A

R D

B U

S T

E R B

O U

L E

V A

R 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

B U

S T

E R B

O U

L E

V A

R D

B U S T E R B

O U

LE

V A R

D

B U S

TE

R B

O U

LE

V A R

D

B U S T E R B

O U L E V A R

D

TOWER N3

TOWER S1

TOWER S2

TOWER S3

B U S T E R B

O U L E

V A R

D

B U S T E R B

O U L E

V A R

D

BUSTER BOULEVARD

BUSTER BOULEVARD

BUSTER BOULEVARD

F A

R R

IS

P

O

IN

T

F A

R R

IS

P

O

IN

T

J O

Y L

A N

E

W

IL

D L

IF

E D

R

IV

E

W

ILDLIFE DRIVE

W

IL

D L

IF

E D

R

IV

E

30" CMP

INV. IN: 7.14INV. OUT: 6.34

30" CMP

INV. IN: 6.97INV. OUT: 6.95

24" RCPINV. OUT: 10.74INV. OUT: 10.62

CULVERTINV. IN: 9.77INV. OUT: 9.34

28" RCP

INV. IN: 11.77INV. OUT: 11.53

28" RCP

INV. IN: 11.68INV. OUT: 11.56

15" RCP (N) AND 24" RCP (S)

INV. IN: 15.30 (N)

INV. OUT: 14.97 (N)

INV. IN: 14.64 (S)

INV. OUT: 14.42 (S)

(2) 4" PVC

INV. IN: 27.94 (N)

INV. OUT: 27.77 (N)

INV. IN: 27.92 (S)

INV. OUT: 27.81 (S)

36" RCP

INV. IN: 12.49INV. OUT: 11.82

48" RCP

INV. OUT: 10.18

24" RCP

INV. IN: 21.85INV. OUT: 20.7415" RCP

INV. IN: 22.30INV. OUT: 21.75

END SUBMERGED,

UNABLE TO LOCATE

TOWER S7

TOWER S5

T O

W E R S G

U Y W

IR

E S

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

H U

D S

O N

W

IL

D L

IF

E D

R

IV

E

W

IL

D

LI

F E D

R

IV

E

W

IL

D L

IF

E D

R

IV

E

24"

RCP

INV.

IN:

51.11

INV.

OUT:

50.33

APPROXIMATEHIGH WATER LINE

36" RCPINV. IN: 39.89INV. OUT: 38.58

36" RCPINV. IN: 24.75INV. OUT: 22.92

30" RCPINV. IN: 17.34INV. OUT: 17.27

24" RCPINV. IN: 15.62INV. OUT: 14.92

24" HDPEINV. IN: 10.97INV. OUT: 9.58

APPROXIMATE

HIGH WATER LINE

APPROXIMATE

HIGH WATER LINE

APPROXIMATEHIGH WATER LINE

SEWERMANHOLERIM: 24.51

SEWERMANHOLERIM: 24.75

CATCH BASINRIM: 24.83

CATCH BASINRIM: 21.62

UNDERGROUND HIGH

VOLTAGE CABLE

B O

U L E

V A R

D

SEPTIC

FIELD

(2) 18" CMPINV. OUT: 12.11(N)

INV. OUT: 12.16(S)

TOWER S9

TOWER S7

TOWER S7 GUY WIRES

HUDS

O

N

BO

ULE

VARD

HUDS

O

N

BO

ULE

VARD

H U

D S

O N B

O U

LE

V

A R

D

HUDSON BOULEVARD

H U

D S

O N B

O U

LE

V

A R

D

HUDSO

N

BO

ULE

VARD

HUDSO

N

BO

ULE

VARD

DUKE'S PASS

BAY

VI

EW

R

OAD

BAY

VI

EW

R

OAD

B A

Y V

IE

W R

O A

D

BAY VI

EW R

OAD

18" RCPINV. IN: 33.81INV. OUT: 33.57

APPROXIMATEHIGH WATER LINE

CULVERTINV. IN: 19.78INV. OUT: 18.67

36" HDPEINV. IN: 11.54INV. OUT: 10.04

36" HDPEINV. IN: 11.63INV. OUT: 10.04

36" CMPINV. IN: 10.19INV. OUT: 9.61

36" CMPINV. IN: 10.38INV. OUT: 10.50

CULVERTINV. IN: 12.35INV. OUT: 11.89

TOWER S9

TOWER N9

TOWER N9 GUY WIRES

TOWER N8 GUY WIRES

TOWER N8

TOWER N8 GUY WIRES

TOWER N8

TOWER N7 GUY WIRES

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

N

TLE

Y H

O

LLE

R R

O A D

H U

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

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

20" RCPINV. IN: 51.57INV. OUT: 51.18

18" RCP

INV. IN: 69.62INV. OUT: 68.46

TOWER N11

TOWER N11 GUY WIRES

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 96.29

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

EXISTING FENCE

GRAVEL

GRAVEL

8" DRILLED WELL

6" DRILLED WELL

SERIES OF CONCRETE BLOCKS

SHIPPING CONTAINER

NEW SIGN POST(NO SIGN)

WATER SEPERATOR

WATER SEPERATOR

12" STEEL PIPE

THIS END OF 15" HDPE BURIED,

INVERT IS APPROXIMATE AT 7.13'

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

OLD GPS CONTROL STATION

S T

E E

L E

S A

V E

N U

E

INV. = 6.34

INV. = 6.86

INV. = 6.86

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 6.95

INV. = 6.97

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 7.14

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 7.66

INV. = 7.67

INV. = 7.69

INV. = 7.72

INV. = 7.77

INV. = 7.77

INV. = 7.80

INV. = 7.90

INV. = 7.93

INV. = 7.94

INV. = 8.02

INV. = 8.28

INV. = 8.48

INV. = 8.79

INV. = 8.79

INV. = 8.81

INV. = 8.81

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.04

HIGH WATER MARK HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.34

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.39

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.58

INV. = 9.59

INV. = 9.59

INV. = 9.61

INV. = 9.61

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.71

INV. = 9.71

HIGH WATER MARK

INV. = 9.77

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.00

INV. = 10.00

HIGH WATER MARK

INV. = 10.04

HIGH WATER MARK

INV. = 10.04

INV. = 10.04

INV. = 10.04

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.20

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.38

INV. = 10.38

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.43

INV. = 10.43

INV. = 10.50

INV. = 10.53

INV. = 10.53

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.62

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.74

INV. = 10.74

HIGH WATER MARK

INV. = 10.97

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 11.12

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 11.40

HIGH WATER MARK

HIGH WATER MARK

INV. = 11.47

HIGH WATER MARK

INV. = 11.53

INV. = 11.53

INV. = 11.54

HIGH WATER MARK

INV. = 11.54

HIGH WATER MARK

INV. = 11.63

INV. = 11.63

INV. = 11.64

INV. = 11.68

INV. = 11.72

" C

M P

IN

V

. IN

: 1 .9

IN

V . O

U T : 1

.7

INV. = 11.77

INV. = 11.89

INV. = 12.35

INV. = 12.49

INV. = 14.42

INV. = 14.64

INV. = 14.92

INV. = 14.97

INV. = 15.12

INV. = 15.12

INV. = 15.20

INV. = 15.20

INV. = 15.30

INV. = 15.72

INV. = 15.97

INV. = 15.97

INV. = 15.98

INV. = 16.18

INV. = 16.18

INV. = 16.26

INV. = 16.26

INV. = 16.62

INV. = 16.75

INV. = 17.27

INV. = 17.34

INV. = 17.34

INV. = 17.58INV. = 17.60

INV. = 18.67

INV. = 19.21INV. = 19.26

INV. = 19.78

INV. = 19.78

INV. = 19.83

INV. = 20.00

INV. = 20.11

S

INV. = 20.45

INV. = 20.59

INV. = 20.74

D

Y H

INV. = 21.27

INV. = 21.36

WV

INV. = 21.39

INV. = 21.39

WV

INV. = 21.75

INV. = 21.80

INV. = 21.85

INV. = 21.93

INV. = 22.30

E

INV. = 22.92

INV. = 22.92

C

S

INV. = 24.60

INV. = 24.60

INV. = 24.75

INV. = 24.75

S

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 27.77

INV. = 27.81

INV. = 27.92

INV. = 27.94

INV. = 28.25

WV

WV

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

INV. = 33.57

INV. = 33.57

INV. = 33.81

INV. = 33.81

6" DRILLED WELL

INV. = 38.58

INV. = 39.89

INV. = 50.33

INV. = 50.33

INV. = 51.11

INV. = 51.18

INV. = 51.57

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

INV. = 69.62

COMMUNICATIONS BOX

POWER PLANT

WV

WV

WV

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 16.26INV. OUT: 15.12

36" RCP

INV. IN: 12.82INV. OUT: 12.08

30" RCP

INV. IN: 9.71INV. OUT: 9.59

18" RCPINV. IN: 8.81INV. OUT: 8.79

18" RCP

INV. IN: 8.48INV. OUT: 7.94

GPS CONTROLSTATION "607"

24" RCPINV. IN: 9.69INV. OUT: 8.92

30" RCPINV. IN: 15.98INV. OUT: 15.20

20" RCPINV. IN: 16.75INV. OUT: 15.97

20" RCPINV. IN: 16.62INV. OUT: 16.18

36" RCPINV. IN: 25.23INV. OUT: 23.57

30" RCPINV. IN: 15.34INV. OUT: 14.45

36" RCP

INV. IN: 10.32INV. OUT: 9.42

36" RCP

INV. IN: 10.62INV. OUT: 9.12

36" RCP

INV. IN: 10.53INV. OUT: 10.036" RCP

INV. IN: 10.43INV. OUT: 9.25

24" RCPINV. IN: 8.43INV. OUT: 8.28

30" RCPINV. IN: 15.20INV. OUT: 14.41

48" RCPINV. IN: 25.05INV. OUT: 21.95

GPS CONTROLSTATION "608""

GPS CONTROLSTATION "612"

GPS CONTROLSTATION "610"

GPS CONTROLSTATION "613"

GPS CONTROL STATION "614"

GPSCONTROLSTATION

"615"

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

" S

T E

E L

IN

V

. IN

: 2 .4

IN

V . O

U T : 1

.8

56" RCP

INV. IN: 7.77INV. OUT: 6.86

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

WV

SEPTIC FIELD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

105110

404404

S °1 '2 .2

W

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

N

°3

'2

.8

" W

S 75°25'02.53" W S 75°25'02.53" W

N 67°33'56.71" W

S 61 °35'

17.0 0" W

2034+74.50

1084+89

60066007

400340044004+39

3007+86

5002+60

SPRAGUE'S NECK RD

H U

D S

O N B

L V

D

H U

D S

O N B

L V

D

B U

S T E

R B

L V

D

W

IL

D L

IF

E D

R

BUSTER BLVD

B U S T E R B

L V

D

B U S T E R B

LV

D

B U

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E R B

L V

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ID

G E R

D

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ID

G E R

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F O

G H

A R

B O

R R

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F O

G H

A R B O

R R

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F O

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JSK JSK TCW

CE118

P H

A

A N

O V

E R

A

R

O S

IO

D

IM

E

O

N T

R

NORTH

PLAN

750' 1500'0

CE119

CE120

173 358

12880955

C

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1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

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E E

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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

:0

: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

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C C

O R

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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

2 8

X

EUE

S

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

B140

R

ID

G E R

O A

D

PAVEMENT

EXISTING

FENCE

GRAVEL

GRAVEL

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

CO

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

S

DY

H

SEPTIC FIELD

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

DIESEL TANK

500 GALLON

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

N

°3

'2

.8

" W

S 75°25'02.53" W

N 67°33'56.71" W

60066007

80 80

75 8

90 90

370 N-1

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

(A B )E

SS

x

X

EUE

S

CMP

INV.

INV.

R C P

R C P

S

WV

S

S

S

S

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

DATED DECEMBER 5, 1960.

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

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

R

ID

G E R

O A

D

R

ID

G E R

O A

D

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

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 B

OULEVARD

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 96.29

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

OLD GPS CONTROL STATION

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 28.25

COMMUNICATIONS BOX

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

WV

SEPTIC FIELD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

105110

404404

S °1 '2 .2

W

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

N

°3

'2

.8

" W

S 75°25'02.53" W S 75°25'02.53" W

N 67°33'56.71" W

S 61 °35'

17.0 0" W

2034+74.50

60066007

400340044004+39

3007+86

5002+60

CE119

CE120

CE119

JSK JSK TCW

NORTH

PLAN

30' 60'0

E R

O S

D

IM

E

N T

R

A

A N

SF

FS

SEE CG601 FOR TYPICAL

DT-101

STOCK PILE AREA

MAIN ECF

B/L OF CONSTRUCTION

RIDGE ROAD

B/L OF CONSTRUCTION

HUDSON BOULEVARD

B/L OF CONSTRUCTION

NOTE:

FS

FS

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

SF

FS

FS

FS

FENCE -PENINSULA EAST

RESTRICTED AREA SECURITY

B/L OF CONSTRUCTION

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:

FENCE -PENINSULA

RESTRICTED AREA SECURITY

B/L OF CONSTRUCTION

174 358

12880956

C

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1 2 3 4 5

1 2 3 4 5

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IN

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IN

G S

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T E

M S C

O M

M A

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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

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T L E

R

M A

IN

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CMP

INV.

INV.

APPROXIMATE HIGH

WATER LINE

STREAM

OLD GPS CONTROL STATION

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

S 77°14'04.15" WS 75°25'02.53" WS 75°25'02.53" W

S 61 °35'

17.0 0" W

CE120

JSK JSK TCW

NORTH

PLAN

30' 60'0

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

E R

O S

D

IM

E

N T

R

A

A N

P

SH SB

SB

FB

SF

MB

P

PH

PH

X

R C P

P

DETAIL

SEE 3 CG502 FOR

NOTE:

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CE001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

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

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:

80 80

75 8

90 90

370 N-1

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

(A B )E

SS

x

X

EUE

S

CMP

INV.

INV.

R C P

R C P

S

WV

S

S

S

S

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

DATED DECEMBER 5, 1960.

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

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

R

ID

G E R

O A

D

R

ID

G E R

O A

D

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

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 B

OULEVARD

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 96.29

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

OLD GPS CONTROL STATION

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 28.25

COMMUNICATIONS BOX

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

WV

SEPTIC FIELD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

105110

404404

S °1 '2 .2

W

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

N

°3

'2

.8

" W

S 75°25'02.53" W S 75°25'02.53" W

N 67°33'56.71" W

S 61 °35'

17.0 0" W

2034+74.50

60066007

400340044004+39

3007+86

5002+60

CE119

CE120

175 358

12880957

C

D

1 2 3 4 5

1 2 3 4 5

A

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C

V A

L F

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IN

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G S

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M S C

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ID

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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

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N S

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1614700

CRH/LAF

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D o c u m e n t s

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C A

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AS NOTED

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

SILT FENCE DETAIL

WOODEN STAKE TYP.

FILTER FABRIC

6"x6" TRENCH

COMPACTED

BACKFILLED AND

GROUND

EXISTING

SPACING 6'-0" O.C.

NOTES:

GRADE

MIN.

2'-0"

M

IN

FLOW

MIN.

2'-0"

L

IM

IT

O

F C

O N

S T

R U

C T

IO

N

EROSION CONTROL MIX BERM DETAIL

N.T.S. (MAY BE USED AS AN ALTERNATE TO SILT FENCE)

GROUND

EXISTING

PAVEMENT

EXISTING

PAVEMENT

EXISTING

GROUND

EXISTING

'50' MIN.

PLAN VIEW

M

IN

50' MIN.

STONE

2"

SECTION

ROADWAYS MUST BE PERFORMED AS NEEDED PRIOR TO A RAIN EVENT.

NOTE: VACUUM REMOVAL OF ANY TRACKED SEDIMENTS ONTO

STABILIZED CONSTRUCTION ENTRANCE DETAIL

N.T.S.

N.T.S.

GETEXTILE FILTER BAG DETAIL

N.T.S.

TEMPORARY STREAM DIVERSION AND SUMP HOLE DETAIL

CE500

2 3 4

N.T.S.

ACCUMULATES

ENTRANCE AS MUD/SILT MATERIAL

NOTE: CONTRACTOR MUST ADD STONE TO

STRENGTH OF 120 LBS.GRAB

SILT FENCE MUST BE A 3' FENCE WITH A MINIMUM 2.

COMPACT.

KEY FABRIC IN A 6"x6" TRENCH W/BACKFILL AND 1.

PRODUCTS).

GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD

TOXIC TO PLANT GROWTH OR UNSUITABLE MATERIAL (BARK CHIPS,

BEFORE GRINDING. THE MIX MUST BE FREE OF REFUSE, MATERIAL

ORIGINATES FROM THE ROOT BALL AND MUST NOT BE REMOVED

(SILTS AND CLAYS). IN STUMP GRINDING, THE MINERAL SOIL

PRODUCT WITH NO LARGER ROCKS (>4”) OR LARGE AMOUNTS OF FINES

MINERAL PORTION OF THE MIX MUST BE NATURALLY INCLUDED IN THE

THAT IS COMPOSED OF FIBROUS AND ELONGATED FRAGMENTS. THE

COMPONENT THAT IS BETWEEN 50 AND 100% OF DRY WEIGHT, AND

THE EROSION CONTROL MIX MUST BE WELL-GRADED WITH AN ORGANIC

NOTE:

CE500 CE500 CE500

CE500

CE500

N.T.S.

CE500

FILTER SOCK DETAIL

ADAPTER SKIRT

GEOTEXTILE

REMOVAL STRAP

CATCH BASIN GRATE

ACCUMULATION

SEDIMENT

VOLUMES)

PEAK STORM

(TO BY PASS

OVERFLOW

SEDIMENT SACK INLET PROTECTION DETAIL

N.T.S. (MAY BE USED AS AN ALTERNATE TO HAY BALES)

FULL.

MUST BE EMPTIED WHEN 1/2

SEDIMENT WITHIN INSERT 3.

MAINTAIN AS REQUIRED.

EACH RAINFALL EVENT.

INSPECT INSERT AFTER2.

APPROVED EQUAL.

ENVIRONMENTAL OR

TO BE "SILTSTACK" BY ACF

CATCH BASIN PROTECTION 1.

NOTES:

PARTICLES AND A NONWOVEN MATERIAL FOR FINER PARTICLES).

PARTICLES TRAPPED (I.E. A WOVEN MATERIAL FOR COARSE

THE TYPE OF FABRIC MUST BE BASED ON THE SIZE OF SOIL 2.

FLOW

PERPENDICULAR TO NATURAL

CONSTRUCT BERM

WOOD AND BARK COMPOST

COARSE SOURCE - SEPARATED

WHICH WILL REQUIRE DEWATERING.

CONSTRUCT THE FILTER BAG PRIOR TO INITIATING ANY ACTIVITIES 1.

NOTES:

BAG FOR TEARS OR OTHER MALFUNCTIONS.

IF A SEDIMENT DISCHARGE IS OBSERVED, INSPECT THE FILTER 6.

OVER-PRESSURIZING THE BAG OR IT MAY BURST.

COLLECTION AND MAY BE PRONE TO PLUGGING. AVOID

FILTER BAGS HAVE A FINITE CAPACITY FOR SEDIMENT 5.

IMMEDIATELY CORRECTION.

CHANNELIZATION FROM THE DISCHARGED WATER REQUIRES

OR RECENTLY VEGETATED. ANY SIGN OF EROSION OR

AVOID DISCHARGING TO AN AREA THAT IS BARE OF VEGETATION 4.

PROVIDED.

(WITH LESS THAN 5% SLOPE). A PAD OF CRUSHED GRAVEL MAY BE

A FILTER BAG MUST BE LOCATED IN AN AREA MOSTLY LEVEL 3.

STABILIZED AND RESTORED

THE END OF CONSTRUCTION, TEMPORARY STREAM DIVERSIONS MUST BE REMOVED AND AREAS

IF A MAJOR STORM IS PREDICTED, EMERGENCY MEASURES MAY BE NEEDED TO PREVENT DAMAGE. AT 9.

BLOCKED. DAMAGES MUST BE REPAIRED.

OBSTRUCTED, THAT SEDIMENT IS NOT DISCHARGING TO THE STREAM, AND FISH PASSAGE IS NOT

A STREAM DIVERSION MUST BE REGULARLY INSPECTED TO ENSURE THAT THE STRUCTURE IS NOT 8.

THE DISCHARGE HOSE(S) MUST BE SECURELY ANCHORED. 7.

IS STABLE (ROCKY STREAM BED).

GEOTEXTILE FABRIC AND RIPRAP OR EQUIVALENT MUST BE PROVIDED UNLESS THE DISCHARGE LOCATION

THE ROAD. CLEAN WATER MUST RE-ENTER THE STREAM WITHOUT SCOURING. A CREATED APRON OF

A TEMPORARY BY-PASS PIPE OR CULVERT THAT IS PROTECTED FROM CRUSHING MAY BE PLACED ACROSS 6.

AMPHIBIANS TO A PUMP.

A BLOCK NET MUST BE PROVIDED UPSTREAM OF THE INTAKE TO REDUCE ENTRAINMENT OF FISH AND 5.

BEFORE REACHING THE STREAM.

WATER FROM WITHIN THE EXCAVATION/CONSTRUCTION AREA MUST BE PUMPED TO A DEWATERING BASIN4.

RIPRAP) BEFORE USE

OR DIVERSION MUST BE CONSTRUCTED UNDER DRY CONDITIONS AND BE FULLY STABILIZED (SANDBAGS

THE THE CONDUIT AND PUMP MUST HAVE THE HYDRAULIC CAPACITY TO HANDLE ANTICIPATED FLOWS. 3.

BENEFIT FROM A COFFERDAM AS WELL AS A DIVERSION.

THE DIVERSION STRUCTURE MUST BE SIZED TO CONTAIN STREAM FLOWS. A LARGE PROJECT WOULD 2.

THE CONSTRUCTION OF A CHANNEL DIVERSION MUST BEGIN FROM DOWNSTREAM AND WORK UPSTREAM. 1.

FILTER FABRIC

FULL.

MUST BE EMPTIED WHEN 1/2

SEDIMENT WITHIN INSERT 2.

MAINTAIN AS NEEDED.

EACH RAINFALL EVENT.

INSPECT INSERT AFTER1.

NOTES:

SPREAD OUT ONTO THE GROUND. THE MESH MATERIAL SHOULD BE REMOVED.

UPON FINAL STABILIZATION, THE TUBE CAN BE CUT OPEN AND THE MATERIAL4.

STAKING MAY BE NEEDED ON STEEP SLOPES. 3.

DOWN.

IN GRASSED AREAS, THE GRASS NEEDS EITHER MOWING OR COMPRESSING

WOODED AREAS, PROTRUDING ROOTS AND DEBRIS MAY MUST BE REMOVED.

UNDER THE TUBE - THE GROUND SURFACE SHOULD BE SMOOTH AND LEVEL. IN

FULL CONTACT WITH THE GROUND IS CRITICAL TO PREVENT SHORT CIRCUITING2.

BASINS.

IN LOW FLOW DRAINAGE SWALES OR AROUND DRAINAGE OUTLETS AND CATCH

PERIMETER PROTECTION AROUND A SOIL STOCKPILE, AS A SEDIMENT BARRIER

A FILTER SOCK IS MOST EFFECTIVE USE FOR SMALL DISTURBED AREAS, AS A 1.

PHASE BASELINE STATION OFFSET

(FT)

H

PHASE 1

PHASE 2

1.00

PHASE 2

1.00PHASE 2

PHASE 3

- PENINSULA

FENCE

SECURITY

AREA

RESTRICTED1448+61.87 13.89' RT

1448+61.87 13.89' RT

1448+63.21 42.71' LT

1003+63.29 14.41' LT

1.00

1.00

1007+03.13 15.38' LT 1.00

366059.0760PHASE 4 1303524.5803 4.00

PHASE 4 1.00366002.4417 366002.4417

NORTHING- EASTING

366059.0760PHASE 4 1303524.5803 4.00

PHASE 4 1.00366002.4417 366002.4417

NORTHING- EASTING

PHASE BASELINE STATION OFFSET

(FT)

HPHASE BASELINE STATION OFFSET

(FT)

H

NOTES

COFFERDAM

DISSPERTION

SANDBAG SCHEDULE FOR STREAM DIVERSION

SANDBAG SCHEDULE FOR DITCHES

SILT FENCE DETAIL

WOODEN STAKE TYP.

FILTER FABRIC

6"x6" TRENCH

COMPACTED

BACKFILLED AND

GROUND

EXISTING

SPACING 6'-0" O.C.

NOTES:

GRADE

MIN.

2'-0"

M

IN

FLOW

MIN.

2'-0"

L

IM

IT

O

F C

O N

S T

R U

C T

IO

N

EROSION CONTROL MIX BERM DETAIL

N.T.S. (MAY BE USED AS AN ALTERNATE TO SILT FENCE)

GROUND

EXISTING

PAVEMENT

EXISTING

PAVEMENT

EXISTING

GROUND

EXISTING

'50' MIN.

PLAN VIEW

M

IN

50' MIN.

STONE

2"

SECTION

ROADWAYS MUST BE PERFORMED AS NEEDED PRIOR TO A RAIN EVENT.

NOTE: VACUUM REMOVAL OF ANY TRACKED SEDIMENTS ONTO

STABILIZED CONSTRUCTION ENTRANCE DETAIL

N.T.S.

N.T.S.

GETEXTILE FILTER BAG DETAIL

N.T.S.

TEMPORARY STREAM DIVERSION AND SUMP HOLE DETAIL

N.T.S.

ACCUMULATES

ENTRANCE AS MUD/SILT MATERIAL

NOTE: CONTRACTOR MUST ADD STONE TO

STRENGTH OF 120 LBS.GRAB

SILT FENCE MUST BE A 3' FENCE WITH A MINIMUM 2.

COMPACT.

KEY FABRIC IN A 6"x6" TRENCH W/BACKFILL AND 1.

PRODUCTS).

GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD

TOXIC TO PLANT GROWTH OR UNSUITABLE MATERIAL (BARK CHIPS,

BEFORE GRINDING. THE MIX MUST BE FREE OF REFUSE, MATERIAL

ORIGINATES FROM THE ROOT BALL AND MUST NOT BE REMOVED

(SILTS AND CLAYS). IN STUMP GRINDING, THE MINERAL SOIL

PRODUCT WITH NO LARGER ROCKS (>4”) OR LARGE AMOUNTS OF FINES

MINERAL PORTION OF THE MIX MUST BE NATURALLY INCLUDED IN THE

THAT IS COMPOSED OF FIBROUS AND ELONGATED FRAGMENTS. THE

COMPONENT THAT IS BETWEEN 50 AND 100% OF DRY WEIGHT, AND

THE EROSION CONTROL MIX MUST BE WELL-GRADED WITH AN ORGANIC

NOTE:

N.T.S.

FILTER SOCK DETAIL

ADAPTER SKIRT

GEOTEXTILE

REMOVAL STRAP

CATCH BASIN GRATE

ACCUMULATION

SEDIMENT

VOLUMES)

PEAK STORM

(TO BY PASS

OVERFLOW

SEDIMENT SACK INLET PROTECTION DETAIL

N.T.S. (MAY BE USED AS AN ALTERNATE TO HAY BALES)

FULL.

MUST BE EMPTIED WHEN 1/2

SEDIMENT WITHIN INSERT 3.

MAINTAIN AS REQUIRED.

EACH RAINFALL EVENT.

INSPECT INSERT AFTER2.

APPROVED EQUAL.

ENVIRONMENTAL OR

TO BE "SILTSTACK" BY ACF

CATCH BASIN PROTECTION 1.

NOTES:

PARTICLES AND A NONWOVEN MATERIAL FOR FINER PARTICLES).

PARTICLES TRAPPED (I.E. A WOVEN MATERIAL FOR COARSE

THE TYPE OF FABRIC MUST BE BASED ON THE SIZE OF SOIL 2.

FLOW

PERPENDICULAR TO NATURAL

CONSTRUCT BERM

WOOD AND BARK COMPOST

COARSE SOURCE - SEPARATED

WHICH WILL REQUIRE DEWATERING.

CONSTRUCT THE FILTER BAG PRIOR TO INITIATING ANY ACTIVITIES 1.

NOTES:

BAG FOR TEARS OR OTHER MALFUNCTIONS.

IF A SEDIMENT DISCHARGE IS OBSERVED, INSPECT THE FILTER 6.

OVER-PRESSURIZING THE BAG OR IT MAY BURST.

COLLECTION AND MAY BE PRONE TO PLUGGING. AVOID

FILTER BAGS HAVE A FINITE CAPACITY FOR SEDIMENT 5.

IMMEDIATELY CORRECTION.

CHANNELIZATION FROM THE DISCHARGED WATER REQUIRES

OR RECENTLY VEGETATED. ANY SIGN OF EROSION OR

AVOID DISCHARGING TO AN AREA THAT IS BARE OF VEGETATION 4.

PROVIDED.

(WITH LESS THAN 5% SLOPE). A PAD OF CRUSHED GRAVEL MAY BE

A FILTER BAG MUST BE LOCATED IN AN AREA MOSTLY LEVEL 3.

STABILIZED AND RESTORED

THE END OF CONSTRUCTION, TEMPORARY STREAM DIVERSIONS MUST BE REMOVED AND AREAS

IF A MAJOR STORM IS PREDICTED, EMERGENCY MEASURES MAY BE NEEDED TO PREVENT DAMAGE. AT 9.

BLOCKED. DAMAGES MUST BE REPAIRED.

OBSTRUCTED, THAT SEDIMENT IS NOT DISCHARGING TO THE STREAM, AND FISH PASSAGE IS NOT

A STREAM DIVERSION MUST BE REGULARLY INSPECTED TO ENSURE THAT THE STRUCTURE IS NOT 8.

THE DISCHARGE HOSE(S) MUST BE SECURELY ANCHORED. 7.

IS STABLE (ROCKY STREAM BED).

GEOTEXTILE FABRIC AND RIPRAP OR EQUIVALENT MUST BE PROVIDED UNLESS THE DISCHARGE LOCATION

THE ROAD. CLEAN WATER MUST RE-ENTER THE STREAM WITHOUT SCOURING. A CREATED APRON OF

A TEMPORARY BY-PASS PIPE OR CULVERT THAT IS PROTECTED FROM CRUSHING MAY BE PLACED ACROSS 6.

AMPHIBIANS TO A PUMP.

A BLOCK NET MUST BE PROVIDED UPSTREAM OF THE INTAKE TO REDUCE ENTRAINMENT OF FISH AND 5.

BEFORE REACHING THE STREAM.

WATER FROM WITHIN THE EXCAVATION/CONSTRUCTION AREA MUST BE PUMPED TO A DEWATERING BASIN4.

RIPRAP) BEFORE USE

OR DIVERSION MUST BE CONSTRUCTED UNDER DRY CONDITIONS AND BE FULLY STABILIZED (SANDBAGS

THE THE CONDUIT AND PUMP MUST HAVE THE HYDRAULIC CAPACITY TO HANDLE ANTICIPATED FLOWS. 3.

BENEFIT FROM A COFFERDAM AS WELL AS A DIVERSION.

THE DIVERSION STRUCTURE MUST BE SIZED TO CONTAIN STREAM FLOWS. A LARGE PROJECT WOULD 2.

THE CONSTRUCTION OF A CHANNEL DIVERSION MUST BEGIN FROM DOWNSTREAM AND WORK UPSTREAM. 1.

FILTER FABRIC

FULL.

MUST BE EMPTIED WHEN 1/2

SEDIMENT WITHIN INSERT 2.

MAINTAIN AS NEEDED.

EACH RAINFALL EVENT.

INSPECT INSERT AFTER1.

NOTES:

SPREAD OUT ONTO THE GROUND. THE MESH MATERIAL SHOULD BE REMOVED.

UPON FINAL STABILIZATION, THE TUBE CAN BE CUT OPEN AND THE MATERIAL4.

STAKING MAY BE NEEDED ON STEEP SLOPES. 3.

DOWN.

IN GRASSED AREAS, THE GRASS NEEDS EITHER MOWING OR COMPRESSING

WOODED AREAS, PROTRUDING ROOTS AND DEBRIS MAY MUST BE REMOVED.

UNDER THE TUBE - THE GROUND SURFACE SHOULD BE SMOOTH AND LEVEL. IN

FULL CONTACT WITH THE GROUND IS CRITICAL TO PREVENT SHORT CIRCUITING2.

BASINS.

IN LOW FLOW DRAINAGE SWALES OR AROUND DRAINAGE OUTLETS AND CATCH

PERIMETER PROTECTION AROUND A SOIL STOCKPILE, AS A SEDIMENT BARRIER

A FILTER SOCK IS MOST EFFECTIVE USE FOR SMALL DISTURBED AREAS, AS A 1.

CE500

JSK JSK TCW

E R

O S

D

IM

E

T A

IL

S

176 358

12880958