1614700dwg14of22LANDSCAPING.pdf

PDF 35 MB Posted May 2, 2023

Attached to: P347 Perimeter Security Improvement, Portsmouth Naval Shipyard, NCTS Cutler, Maine
Solicitation number: N4008523R2539
Issued by: Department of the Navy Naval Facilities Engineering Command

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1 2 3 4 5

A/E INFO

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

S H

E E

T S

G F

L P

.d g n

Y O

U T

M E

P lo t

O T T E

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

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

FLOODED AREA

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

G E R

O A

F O

G H

A R

B O

R R

O A

N ° 4

' 0

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

P R

O P

E R

T Y L

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

G E R

O A

G E R

O A

G E R

O A

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

G E R

O A

F O

G H

A R

B O

R R

O A

G E R

O A

G E R

O A

D R

G E R

O A

F O

G H

A R

B O

R R

O A

NO TOPO HERE

GRAVEL

GRAVEL ROAD

G R

AVEL

M P

INV. 11.14'

INV. 11.64'

" C

MP INV. 9.39'

INV. 9.04'

24" STEEL

INV. 7.67'

INV. 7.69'

G E R

O A

F O

G H

A R

B O

R R

O A

G E R

O A

G E R

O A

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

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

V A R

B U S

R B

O U

V A R

B U S T E R B

O U L E V A R

TOWER N3

TOWER S1

TOWER S2

TOWER S3

B U S T E R B

O U L E

V A R

B U S T E R B

O U L E

V A R

BUSTER BOULEVARD

F A

R R

F A

R R

J O

Y L

A N

D L

E D

ILDLIFE DRIVE

D L

E D

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

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

D L

E D

F E D

D L

E D

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

SEPTIC

FIELD

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

INV. OUT: 12.16(S)

TOWER S9

TOWER S7

TOWER S7 GUY WIRES

HUDS

ULE

VARD

HUDS

ULE

VARD

H U

D S

O N B

O U

A R

HUDSON BOULEVARD

H U

D S

O N B

O U

A R

HUDSO

ULE

VARD

HUDSO

ULE

VARD

DUKE'S PASS

BAY

OAD

BAY

OAD

B A

Y V

W R

O A

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

S O

N 'S P

A T

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

TLE

Y H

LLE

R R

O A D

H U

D S

O N B

O U L E

V A R

H U

D S

O N B

O U L E

V A R

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

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

MOVABLE

EXISTING FENCE

GRAVEL

8" DRILLED WELL

6" DRILLED WELL

SERIES OF CONCRETE BLOCKS

SHIPPING CONTAINER

NEW SIGN POST(NO SIGN)

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

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

S T

E E

L E

S A

V E

N U

INV. = 6.34

INV. = 6.86

HIGH WATER MARK

INV. = 6.95

INV. = 6.97

HIGH WATER MARK

INV. = 7.14

HIGH WATER MARK

INV. = 7.66

INV. = 7.67

INV. = 7.69

INV. = 7.72

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. = 8.81

HIGH WATER MARK

INV. = 9.04

HIGH WATER MARK HIGH WATER MARK

HIGH WATER MARK

INV. = 9.34

HIGH WATER MARK

INV. = 9.39

HIGH WATER MARK

INV. = 9.58

INV. = 9.59

INV. = 9.61

HIGH WATER MARK

INV. = 9.71

HIGH WATER MARK

INV. = 9.77

HIGH WATER MARK

INV. = 10.00

HIGH WATER MARK

INV. = 10.04

HIGH WATER MARK

INV. = 10.04

HIGH WATER MARK

INV. = 10.20

HIGH WATER MARK

INV. = 10.38

HIGH WATER MARK

INV. = 10.43

INV. = 10.50

INV. = 10.53

HIGH WATER MARK

INV. = 10.62

HIGH WATER MARK

INV. = 10.74

HIGH WATER MARK

INV. = 10.97

HIGH WATER MARK

EDGE OF GRAVEL

ELECTRIC BOX 147

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

INV. = 11.12

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

INV. = 11.40

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

INV. = 11.47

EDGE OF GRAVEL

HIGH WATER MARK

INV. = 11.53

INV. = 11.54

HIGH WATER MARK

INV. = 11.54

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

INV. = 11.63

INV. = 11.64

EDGE OF GRAVEL

INV. = 11.68

EDGE OF GRAVEL

INV. = 11.72

" C

M P

. IN

: 1 .9

V . O

U T : 1

INV. = 11.77

EDGE OF GRAVEL

INV. = 11.89

EDGE OF GRAVEL

ELECTRIC BOX NO#

EDGE OF GRAVEL

INV. = 12.35

EDGE OF GRAVEL

INV. = 12.49

EDGE OF GRAVEL

INV. = 14.42

INV. = 14.64

INV. = 14.92

INV. = 14.97

INV. = 15.12

INV. = 15.20

EDGE OF GRAVEL

INV. = 15.30

EDGE OF GRAVEL

INV. = 15.72

ELECTRIC BOX 145

INV. = 15.97

INV. = 15.98

INV. = 16.18

INV. = 16.26

INV. = 16.62

EDGE OF GRAVEL

INV. = 16.75

EDGE OF GRAVEL

INV. = 17.27

EDGE OF GRAVEL

INV. = 17.34

INV. = 17.58INV. = 17.60

EDGE OF GRAVEL

INV. = 18.67

EDGE OF GRAVEL

EDGE OF GRAVEL EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 19.21INV. = 19.26

ELECTRIC BOX NO#

EDGE OF GRAVEL

INV. = 19.78

EDGE OF GRAVEL

INV. = 19.83

INV. = 20.00

INV. = 20.11

EDGE OF GRAVEL

INV. = 20.45

INV. = 20.59

INV. = 20.74

EDGE OF GRAVEL

Y H

EDGE OF GRAVEL

INV. = 21.27

INV. = 21.36

INV. = 21.39

EDGE OF GRAVEL

INV. = 21.75

INV. = 21.80

INV. = 21.85

EDGE OF GRAVEL

INV. = 21.93

EDGE OF GRAVEL

INV. = 22.30

INV. = 22.92

EDGE OF GRAVEL

INV. = 24.60

EDGE OF GRAVEL

INV. = 24.75

BUILDING CORNER

EDGE OF GRAVEL

BUILDING CORNER

EDGE OF GRAVEL

F O

G H

A R B O

R R

O A D

G H

R R

F O

G H

A R

B O

R R

O A

EDGE OF GRAVEL

ELECTRIC BOX 117

INV. = 27.77

INV. = 27.81

INV. = 27.92

INV. = 27.94

EDGE OF GRAVEL

INV. = 28.25

EDGE OF GRAVEL

INV. = 29.12

INV. = 29.27

EDGE OF GRAVEL

INV. = 30.10

EDGE OF GRAVEL

EDGE OF GRAVELEDGE OF GRAVEL

INV. = 30.30

EDGE OF GRAVEL

ELECTRIC BOX 118

EDGE OF GRAVEL

ELECTRIC BOX 119

EDGE OF GRAVEL

INV. = 33.57

INV. = 33.81

6" DRILLED WELL

INV. = 38.58

INV. = 39.89

INV. = 50.33

INV. = 51.11

INV. = 51.18

INV. = 51.57

EDGE OF PAVEMENT

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

POWER PLANT

BUILDING CORNER

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

: 2 .4

V . O

U T : 1

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

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

WATER SHUTOFF

STOP LIGHT

AB SS FIELD

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

GATE

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

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

°3

" 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

1085+89

2034+74.5

6003 60

TCW TCW SCS

NORTH

PLAN

LP100

750' 1500'0

LP1

L P

LP1

L P

LP101LP102

LP103

LP1

L A

N D

S C

A P

A N

GENERAL LANDSCAPE NOTES:

CLEARING VEGETATION AND TREES TO A HEIGHT 6 INCHES OR LESS.

14. CLEAR WITHIN LIMITS OF THE LOD. AVOID IMPACTS TO GROUNDING WIRE BY

UNDER PART 3.3 - "GROUNDCOVER ESTABLISHMENT PERIOD".

SPECIFICATION SECTION 32 05 33 - LANDSCAPE ESTABLISHMENT,

MAINTENANCE DURING THE ESTABLISHMENT PERIOD AS OUTLINED IN

13. ALL AREAS OF SEEDING ALONG THE PERIMETER FENCE WILL RECEIVE

SEEDED WITH SEED MIX 2.

FENCE AND ALL DESIGNATED CLEAR AREAS OF THE PERIMETER FENCE WILL BE

12. ALL AREAS DISTURBED DURING CONSTRUCTION OF THE PERIMETER

MAINTENANCE UNTIL LAWNS ARE FULLY SATISFSCTOR TO THE OWNER.

REESTABLISH LAWNS THAT DO NOT COMPLY WITH REQUIREMENT AND CONTINUE

10 SQUARE FOOT AREA AND BARE SPOTS NOT EXCEEDING 3 INCHES BY 3 INCHES.

SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 95 PERCENT OVER ANY

UNIFORM, CLOSE STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS AND

11. SATISFACTORY SEEDED LAWN: AT END OF MAINTENANCE PERIOD, A HEALTHY,

BEFORE EXPIRATION OF THIS PERIOD.

LONG-TERM MAINTENANCE PROCEDUES WILL BE PROVIDED TO THE OWNER

SPRAYING FOR DISEASE AND INSECTS, AND REPAIRING ANY TREE SUPPORTS.

CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANT SAUCERS,

SUBSTANTIAL COMPLETION. MAINTENANCE WILL INCLUDE (AT A MINIMUM) PRUNING,

10. MAINTAIN ALL PLANT MATERIAL FOR A PERIOD OF 365 DAYS FROM DATE OF

ONE (1) CALENDAR YEAR AFTER FINAL ACCEPTANCE.

MATERIALS WILL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF

REQUIRED PERMITS NECESSARY TO COMPLETE WORK. ALL WORKMANSHIP AND

ORDINANCES. COORDINATE WITH THE CONTRACTING OFFICER TO OBTAIN ANY

9. INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH ALL LOCAL CODES AND

OPERATING UTILITY AGENCY AT NO ADDITONAL COST.

ALL DAMAGED UTILITIES TO THE SATISFACTION OF THE CONTRACTING OFFICER AND

8. VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO BEGINNING WORK. REPAIR

TERM PLANT HEALTH.

AND FERTILIZERS MUST BE USED TO AMEND TOPSOIL AS NEEDED FOR LONG-

LAND, BOGS, OR MARSHES. INORGANIC AMENDMENTS, ORGANIC AMENDMENTS,

INSUFFICIENT. DO NOT OBTAIN SUPPLEMENTAL TOPSOIL FROM AGRICULTURAL

IMPORTED TOPSOIL FROM OFF-SITE SOURCES WHEN QUANTITIES ARE

EXTRANEOUS OR FOREIGN MATERIALS LARGER THAN 1". SUPPLEMENT WITH

WHICH IS CLEAN OF ROOTS, PLANTS, SOD, STONES, CLAY LUMPS, AND OTHER

SOURCES MAY INCLUDE THE REUSE OF SURFACE SOIL STOCKPILED ON SITE

TOPSOIL IS REQUIRED FOR LAWN AREAS; 12" DEPTH FOR PLANT BEDS. TOPSOIL

PLANT BED AREAS TO MEET ASTM D5268 STANDARDS. A MINIMUM OF 6" DEPTH OF

7. THE CONTRACTOR WILL INSTALL AND/ OR AMEND TOPSOIL IN ALL PROPOSED

NOTED TO RECEIVE PAVEMENT, PLANTING BED, OR OTHER TREATMENT.

AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT OTHERWISE

AS DIRECTED BY THE MANUFACTURER PRIOR TO INSTALLING MULCH. SEED ALL

BARK MULCH (UNLESS OTHERWISE NOTED). APPLY PRE-EMERGENT HERBICIDE

6. ALL PLANT BEDS WILL RECEIVE 3" MINIMUM OF SHREDDED HARDWOOD

GOVERNED BY PLANT SPACING PER SCHEDULE.

VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS

OFFICER IF ANY AREAS REQUIRE ADJUSTMENTS TO PLANT QUANTITIES.

PLANTING AREAS AND CONFIRM PLANT QUANTITIES. NOTIFY CONTRACTING

INFORMATION BASED ON THE PLANTING DESIGN. REVIEW FINAL AVAILABLE

5. PLANT COUNTS INDICATED ON DRAWINGS ARE FOR CONTRACTOR'S BIDDING

PLANTING. REPLACE IMMEDIATELY WITH APPROVED SPECIFIED MATERIAL.

MATERIAL THAT TURNS BROWN OR DEFOLIATES WITHIN TEN (10) DAYS AFTER

AND ENSURE ROOTBALLS REMAIN INTACT. REMOVE FROM THE SITE ANY PLANT

'AMERICAN STANDARDS FOR NURSERY STOCK'. MAIN LEADERS OF ALL TREES

4. ROOTBALLS WILL MEET OR EXCEED SIZE STANDARDS AS SET FORTH IN

HEALTH, OR ALTER THE CHARACTERISTICS OF PLANT MATERIALS.

IN A MANNER AS TO NOT DESTROY THE NATURAL SHAPE, COMPROMISE THE

3. PLANTS ARE TO BE FRESHLY DUG. TRANSPORTING OF PLANTS WILL BE DONE

REQUIRED.

CONTRACTING OFFICER PRIOR TO PLANTING. ON-SITE ADJUSTMENTS MAY BE

OFFICER. STAKE ALL PLANT LOCATIONS FOR REVIEW AND APPROVAL BY THE

2. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE CONTRACTING

AND EXPERIENCED LANDSCAPE INSTALLER.

1. PLANT MATERIAL TO BE INSTALLED AND MAINTAINED BY A QUALIFIED

188 358

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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

A P

P R

D A

T E

D E

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N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

L P

Y O

M E

O T T E

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

S E

N G

E E

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T E

M S C

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M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

80 80

90 90

(A B )E

S S

SIGN

36"x36"

RIDGE ROAD

B137

B134B135

PAVEMENT

GRAVEL

SEWER MANHOLES

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

OLD GPS CONTROL STATION

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

F O

G H

A R B O

R R

O A D

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

BUILDING AND SHED

SITE 00008 - MAINTENANCE

U D U D

U U D

U D U D

UU D

F D

S °1 '2 .2

S 77°30'00.87" W

S 77°14'04.15" W

S 75°25'02.53" W

TPF

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

G E R

O A

N ° 4

' 0

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

G E R

O A

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

MOVABLE

EXISTING FENCE

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

F O

G H

A R B O

R R

O A D

INV. = 28.25

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

BUILDING CORNER

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)

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

WATER SHUTOFF

STOP LIGHT

AB SS FIELD

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

GATE

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

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

°3

" 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

6003 60

L P

LP1

LP101LP102

LP103

LP1

S E

E S

H E

E T L

M A

T C

H L

E S

T A

S E

E S

H E

E T L

M A

T C

H L

E S

T A . 3

LP101

JSK JSK TCW

NORTH

PLAN

30' 60'0

L A

N D

S C

A P

A N

PLANT LIST

SYM. ROOT

EASTERN SHADBUSH

LEGEND

SEED MIX #1

SEED MIX #2

SEED MIX #3

QTY SIZELATIN NAME/ COMMON NAME

(LIMBED TO 4')

(SINGLE TRUNK)

8'-10' HT.

AMELANCHIER CANADENSIS/

BB5

3 BB

TREE PROTECTION FENCETPF

NOTE:

SEEDING ALONG PERIMETER FENCING.

SEE LP100 FOR NOTES REGARDING

CORNUS RACEMOSA/

GREY DOGWOOD

30"-36"

CONT

BB/

NYSSA SYLVATICA/

BLACK TUPELO

QR 3

QUERCUS RUBRA/

RED OAK

BB2"-2.5" CAL.

ACER SACCHARUM/

SUGAR MAPLE

2"-2.5" CAL.

RTRTRTRT

RTRTRT

(5) TM

(4) TS

TM 10 BB

TS 4 BB

DENSE YEW

TAXUS X MEDIA 'DENSIFORMIS'/ 24"-30"

THUJA STANDISHII X PLICATA/

GREEN GIANT ARBORVITAE

5'-6' HT.

RHUS TYPHINA/

STAGHORN SUMAC

10 30"-36"

CONT

BB/

32'R

18'R 18'R

TREE REMOVAL

(NO MOW)

NO MOW SEED MIX INDICATES

SEED MIX TO BE USED IN

STORMWATER MANAGEMENT

BASIN AREAS.

TYPE SPECIES DBH

REMOVED

NO.

HARDWOOD

10 IN.APPLE 1

BIRCH

4 IN.

6 IN.

9 IN.

12 IN.

14 IN.

20 IN.

36 IN.

BIRCH CLUSTER

CHERRY

CHERRY CLUSTER

3 IN.

4 IN.

20 IN.

FRUIT TREE 6 IN. 1

POPLAR

6 IN.

3 IN.

4 IN.

5 IN.

7 IN.

8 IN.

4 IN.

6 IN.

7 IN.

POPLAR CLUSTER 9 IN. 1

3 IN.

4 IN.

6 IN.

SUMAC

6 IN.

14 IN.

SUMAC CLUSTER

POPLAR (DOUBLE)

TREE REMOVAL

UNKNOWN

3 IN.

4 IN.

16 IN.

24 IN. 1

UNKNOWN CLUSTER

UNKNOWN UNKNOWN 31

SOFTWOOD

FIR 3 IN. 1

SPRUCE

3 IN.

8 IN.

9 IN.

16 IN.

20 IN.

UNKNOWN UNKNOWN 37

189 358

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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

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

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DSN

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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T S

G F

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O T T E

E R jk n ig h t

AS NOTED

D E

P A

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M E

N T O

F T

H E N

A V

Y N

A V

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A C

S E

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E E

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

1 8 2 8

EUE

SIGN

24"x24"

SIGN

12"x18"

SIGN

8"x24"

SIGN

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

B132

B140

G E R

O A

PAVEMENT

EXISTING

FENCE

GRAVEL

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

FFE: 96.29

EXISTING FENCE

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

SEPTIC FIELD

GATE

SAOC 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

U D

°3

" W

S 75°25'02.53" W

N 67°33'56.71" W

TPF

DIESEL TANK

500 GALLON

SHIPPING CONTAINER

165171 71.00

UNDERGROUND ELECTRIC

165172 71.55

UNDERGROUND ELECTRIC

165179 71.66

UNDERGROUND ELECTRIC

165178 72.05

UNDERGROUND ELECTRIC

165176 72.32

UNDERGROUND ELECTRIC

165177 72.36

UNDERGROUND ELECTRIC

165173 72.42

UNDERGROUND ELECTRIC

165175 72.79

UNDERGROUND ELECTRIC

165174 72.81

UNDERGROUND ELECTRIC

165166 84.98

BUILDING CORNER

165167 85.13

BUILDING CORNER

165168 85.18

BUILDING CORNER

165169 85.42

BUILDING CORNER

165154 94.84

BOLLARD

165155 94.88

BOLLARD

165156 95.01

BOLLARD

165157 95.17

BOLLARD

165158 95.26

BOLLARD

165159 95.38

BOLLARD

165160 95.59

BOLLARD

165162 95.67

BOLLARD

165161 95.71

BOLLARD

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

G E R

O A

N ° 4

' 0

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

G E R

O A

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

MOVABLE

EXISTING FENCE

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

F O

G H

A R B O

R R

O A D

INV. = 28.25

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

BUILDING CORNER

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)

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

WATER SHUTOFF

STOP LIGHT

AB SS FIELD

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

GATE

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

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

°3

" 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

6003 60

L P

LP1

LP101LP102

LP103

LP1

S E

E S

H E

E T L

M A

T C

H L

E S

T A . 3

S E

E S

H E

E T L

M A

T C

H L

E S

T A

LP102

JSK JSK TCW

NORTH

PLAN

30' 60'0

SEE SHEET LP103

ATCH LINE STA. 313+40 -

S E

E S

H E

E T L

M A

T C

H L

E S

T A . 4

L A

N D

S C

A P

A N

LEGEND

SEED MIX #1

SEED MIX #2

SEED MIX #3

TREE PROTECTION FENCETPF

NOTE:

SEEDING ALONG PERIMETER FENCING.

SEE LP100 FOR NOTES REGARDING

ASNS

QRQR

TREE REMOVAL

TYPE SPECIES DBH

REMOVED

NO.

HARDWOOD

9 IN. 1BIRCH

12 IN.

4 IN.

6 IN.

10 IN.

POPLAR

SUMAC

SUMAC CLUSTER

SOFTWOOD SPRUCE

TREE REMOVAL

22UNKNOWN

(NO MOW)

NO MOW SEED MIX INDICATES SEED MIX

TO BE USED IN STORMWATER MANAGEMENT

BASIN AREAS

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T L

A N

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

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N S

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1614700

CRH/LAF

R O

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M E

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P -3

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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

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E R jk n ig h t

AS NOTED

D E

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02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

SITE 00009 - AOC 13 DIRT ROADS

GRAVEL

AOC 000014 - NORTH BORROW PIT

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

404404

S 61 °35'

17.0 0" W

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

G E R

O A

N ° 4

' 0

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

G E R

O A

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

MOVABLE

EXISTING FENCE

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

F O

G H

A R B O

R R

O A D

INV. = 28.25

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

BUILDING CORNER

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)

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

WATER SHUTOFF

STOP LIGHT

AB SS FIELD

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

GATE

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

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

°3

" 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

6003 60

L P

LP1

LP101LP102

LP103

LP1

LP103

JSK JSK TCW

NORTH

PLAN

30' 60'0

SEE SHEET LP102

ATCH LINE STA. 313+40 -

S E

E S

H E

E T L

M A

T C

H L

E S

T A . 4

L A

N D

S C

A P

A N

LEGEND

SEED MIX #1

SEED MIX #2

SEED MIX #3

NOT TO SCALE LP103

1TREE PROTECTION FENCE DETAIL

ORANGE POLYETHYLENE FABRIC

(TENSAR SAFETY BARRIER OR EQUAL)

CONVENTIONAL METAL

"T" OR "U" POST

AREA TO BE

PROTECTED

METAL TIE WIRES

M a x.

AREA

FOREST

1/2 X 1/2 X

LIFTS

PREPARE TOPSOIL IN 3"

MIXED WITH 1/2 SUBSOIL

1/2 PREPARED TOPSOIL

STAKES (3 PER TREE)

2" x 2"

3" MULCH

FORM SAUCER

3" LIP OF SOIL TO

FROM TOP OF BALL

CUT & REMOVE BURLAP

FINISHED GRADE

UNDISTURBED SUBGRADE

PLACE ROOTBALL ON

2DECIDUOUS TREE PLANTING

NOT TO SCALE

NOTES

4. REMOVE GUY WIRES & STAKES AFTER 1 YEAR GUARANTEE.

3. RETAIN NATURAL CHARACTER OF TREE.

2. NEVER CUT LEADER. NEVER CUT FLUSH. ALWAYS PRUNE TO A BRANCH COLLAR.

1. TOP OF ROOTBALL TO BE SET 3" ABOVE FINISHED GRADE.

LP103

TREE

WIRES ARE IN CONTACT WITH

GUYS W/ HOSE GUARD WHERE

#12 GAUGE GALVANIZED WIRE

M A

T C

H L

E S

T A . 1

- S

E E S

H E

E T L

SEE SHEET LP110MATCH LINE STA. 2006

+20 -

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

STATION RANGE DESCRIPTION

VEGETATION MANAGEMENT

FENCE

OFFSET FROM

OPTION

VEGETATION MANAGEMENT

1000+00 - 1000+99 RIGHT STEEP SLOPES

AND MAINTAIN IN THE CUT CONDITION

VEGETATION WITH AN APPROVED HERBICIDE, CLEAR OVERHANGING TREE LIMBS WITHIN THE CLEAR ZONE, CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE CUT WOODY

1000+00 - 1003+51

UPLAND AREAS

WETLAND BUFFERS AND

1000+99 - 1005+20

UPLAND AREAS

WETLAND BUFFERS AND

TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN IN THE CUT CONDITION

THE CUT WOODY VEGETATION WITH AN APPROVED HERBICIDE, CLEAR OVERHANGING

CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE AS NEEDED, SPOT TREAT OR SPRAY

2003+16 - 2006+20

UPLAND AREAS

WETLAND BUFFERS AND

1003+51 - 1005+20 WETLAND CROSSINGS

ARE NOT PART OF THE SEED MIX #2 AREAS

TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN ANY WOODY GROWTH OR VOLUNTEER SPECIES THAT

WITHIN THE CLEAR ZONE, COVER WITH TOPSOIL, SEED WITH SEED MIX #2, CLEAR OVERHANGING

WITHIN THE CLEAR ZONE WITH AN APPROVED HERBICIDE, PLACE GEOTEXTILE OVER THE WETLAND AREA

CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE WETLAND

LEFT

RIGHT

V A

2(A)

UNDISTURBED SUBGRADE

PLACE ROOTBALL ON

3" MULCH, SETTLED DEPTH

EARTH SAUCER (IF NOT IN PLANT BED)

PLANTING BACKFILL MIX

3SHRUB PLANTING DETAIL

LP103NOT TO SCALE

REMOVE COMPLETELY

1/3 OF ROOTBALL. IF PLASTIC WRAP,

CUT AND REMOVE BURLAP FROM UPPER

LEFT

(NO MOW)

NO MOW SEED MIX INDICATES SEED MIX

TO BE USED IN STORMWATER MANAGEMENT

BASIN AREAS

AREA SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED

GRADE

HIGHER THAN SURROUNDING FINISHED

TOP OF BALL MUST BE SLIGHTLY

191 358

12880973

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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

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

L P

Y O

M E

O T T E

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

S E

N G

E E

G S

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T E

M S C

O M

M A

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L A

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C C

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F O

L K

V A

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T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

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

P O

E S

T A . 4

404+50

1006100710081009101010111012101310141015

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

G E R

O A

F O

G H

A R

B O

R R

O A

N ° 4

' 0

PAVEMENT

P R

O P

E R

T Y L

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

G E R

O A

G E R

O A

G E R

O A

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

G E R

O A

F O

G H

A R

B O

R R

O A

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

S O

N 'S P

A T

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

18" RCP

INV. IN: 69.62INV. OUT: 68.46

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

STREAM

MOVABLE

EXISTING FENCE

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 6.86

INV. = 7.77

INV. = 15.12

INV. = 16.26

F O

G H

A R B O

R R

O A D

G H

R R

INV. = 28.25

EDGE OF PAVEMENT

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

BUILDING CORNER

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

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

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

WATER SHUTOFF

STOP LIGHT

AB SS FIELD

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

GATE

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

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

°3

" 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+74.5

6003 60

LP1

L P

LP1

LP101LP102

LP103

LP1

TCW TCW SCS

NORTH

PLAN

50' 100'0

LP104

M A

T C

H L

E S

T A S

E E S

H E

E T L

M A

T C

H L

E S

T A S

E E S

H E

E T L

CLEAR ZONE

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

L A

N D

S C

A P

A N

STATION RANGE DESCRIPTION

VEGETATION MANAGEMENT

FENCE

OFFSET FROM

OPTION

VEGETATION MANAGEMENT

1005+20 - 1007+92 RIGHT STEEP SLOPES

1007+21 - 1007+28 OUTFALLS

1005+20 - 1009+95 WETLAND CROSSINGS

1007+52 - 1015+80 RIGHT

UPLAND AREAS

WETLAND BUFFERS AND

LEFT

1009+95 - 1011+32 LEFT

UPLAND AREAS

WETLAND BUFFERS AND

TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN IN THE CUT CONDITION

THE CUT WOODY VEGETATION WITH AN APPROVED HERBICIDE, CLEAR OVERHANGING

CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE AS NEEDED, SPOT TREAT OR SPRAY

(CUT ANYTHING GROWING THROUGH THE RIPRAP)

CLEAR OVERHANGING TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN IN THE CUT CONDITION

AN APPROVED HERBICIDE, PLACE GEOTEXTILE ON THE SLOPES AT THE INLET AND OUTLET, RIPRAP SLOPES, CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE AREA WITH

AND MAINTAIN IN THE CUT CONDITION

VEGETATION WITH AN APPROVED HERBICIDE, CLEAR OVERHANGING TREE LIMBS WITHIN THE CLEAR ZONE, CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE CUT WOODY

ARE NOT PART OF THE SEED MIX #2 AREAS

TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN ANY WOODY GROWTH OR VOLUNTEER SPECIES THAT

WITHIN THE CLEAR ZONE, COVER WITH TOPSOIL, SEED WITH SEED MIX #2, CLEAR OVERHANGING

WITHIN THE CLEAR ZONE WITH AN APPROVED HERBICIDE, PLACE GEOTEXTILE OVER THE WETLAND AREA

CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE WETLAND

192 358

12880974

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A N

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

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

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

L P

Y O

M E

O T T E

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

S E

N G

E E

G S

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T E

M S C

O M

M A

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L A

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T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

HUDSON BOULEVARD

18" RCP

INV. IN: 69.62

INV. OUT: 68.46

HUDSON BOULEVARD

SITE 00002 - RECYCLABLE MATERIAL YARD

HUDSON BOULEVARD

COMMUNICATIONS BOX

P O

S O

N 'S P

A T

80 1016101710181019102010211022102310241025

102710281029

SITE 00009 - AOC 13 DIRT ROADS

GRAVEL

STATION "600"

GPS CONTROL

G E R

O A

HUDS

ULE

VARD

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

S O

N 'S P

A T

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

TLE

Y H

LLE

R R

O A D

H U

D S

O N B

O U L E

V A R

H U

D S

O N B

O U L E

V A R

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

GRAVEL

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

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

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

BUILDING CORNER

GPSCONTROLSTATION

"615"

BUILDING CORNER

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

AOC 000014 - NORTH BORROW PIT

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

404404

N 67°33'56.71" W

S 61 °35'

17.0 0" W

LP1

L P

LP1

L P

LP102

LP103

TCW TCW SCS

NORTH

PLAN

50' 100'0

LP105

L A

N D

S C

A P

A N

CLEAR ZONE

M A

T C

H L

E S

T A

E E S

H E

E T L

M A

T C

H L

E S

T A . 1

- S

E E S

H E

E T L

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

STATION RANGE DESCRIPTION

VEGETATION MANAGEMENT

FENCE

OFFSET FROM

OPTION

VEGETATION MANAGEMENT

1017+18 - 1024+90 RIGHT STEEP SLOPES

1027+74 - 1027+79 OUTFALLS

1025+85 - 1028+09 WETLAND CROSSINGS

1015+80 - 1017+18 RIGHT

UPLAND AREAS

WETLAND BUFFERS AND

1024+90 - 1025+84

UPLAND AREAS

WETLAND BUFFERS AND

TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN IN THE CUT CONDITION

THE CUT WOODY VEGETATION WITH AN APPROVED HERBICIDE, CLEAR OVERHANGING

CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE AS NEEDED, SPOT TREAT OR SPRAY

(CUT ANYTHING GROWING THROUGH THE RIPRAP)

CLEAR OVERHANGING TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN IN THE CUT CONDITION

AN APPROVED HERBICIDE, PLACE GEOTEXTILE ON THE SLOPES AT THE INLET AND OUTLET, RIPRAP SLOPES, CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE AREA WITH

AND MAINTAIN IN THE CUT CONDITION

VEGETATION WITH AN APPROVED HERBICIDE, CLEAR OVERHANGING TREE LIMBS WITHIN THE CLEAR ZONE, CLEAR AND CUT WOODY VEGETATION TO THE GROUND SURFACE, SPOT TREAT OR SPRAY THE CUT WOODY

ARE NOT PART OF THE SEED MIX #2 AREAS

TREE LIMBS WITHIN THE CLEAR ZONE, AND MAINTAIN ANY WOODY GROWTH OR VOLUNTEER SPECIES THAT

WITHIN THE CLEAR ZONE, COVER WITH TOPSOIL, SEED WITH SEED MIX #2, CLEAR OVERHANGING

WITHIN THE CLEAR ZONE WITH AN APPROVED HERBICIDE, PLACE GEOTEXTILE OVER THE WETLAND…

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File details come from the government source that posted it. Updated May 2, 2023.