1614700dwg05of22CIVIL_SITE.pdf

PDF 45 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

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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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1614700

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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

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

CS001

ENTRY CONTROL POINT FENCE /

RESTRICTED AREA SECURITY FENCE

PASSIVE VEHICLE CABLE BARRIER

ENTRY CONTROL POINT FENCE WITH

MODIFIED MIDWEST GUARDRAIL

KNEE WALL

BEAM, M50 RATED

ELECTRIC DROP ARM CRASH

SLIDING GATE

6" CONCRETE CURB

RELOCATED CONCRETE JERSEY BARRIER

RELOCATED MAILBOX

CANOPY SUPPORT COLUMNS

RELOCATED BOULDERS

CANOPY OUTLINE

DOUBLE SWING GATE

PEDESTRIAN SWING GATE

PAVEMENT LEGEND

FULL DEPTH ASPHALT PAVEMENT

MILLING & OVERLAY

CIVIL SITE SYMBOLS LEGEND:

(SEE C, CS307 FOR PAVEMENT DETAILS)

(SEE B, CS307 FOR PAVEMENT DETAIL)

CONCRETE SECURITY ISLAND OR SIDEWALK

(SEE E & F, CS307 FOR PAVEMENT DETAILS)

(SEE A, CS307 FOR PAVEMENT DETAILS)

STEEL BENCH

DETECTABLE WARNING SURFACE

CIVIL SITE NOTES:

Y O

G E

T E

TRAFFIC FLOW ARROWS

MECHANICAL EQUIPMENT

FLAGPOLE

TYPICAL DEADMAN SUPPORT OUTLINE

BARRIER POST FOUNDATION

FENCE/PASSIVE VEHICLE CABLE

ROADWAY CONSTRUCTION BASELINE

BASELINE MARKERS

FENCING CONSTRUCTION

FENCE CLEAR ZONE

GRAVEL ROAD

(SEE G, CS307 FOR DETAILS)

BOLLARD

ID CHECK AREA/GATE CONCRETE PAVEMENT

BARRIERS LIST.

ALL DESIGNATED PASSIVE AND ACTIVE BARRIERS IDENTIFIED AS "VEHICLE IMPACT RATED" MUST BE SELECTED FROM THE LATEST VERSION OF THE DOD ANTI-RAM VEHICLE 16.

PERMITTED.

REFER TO WETLAND IMPACT SHEETS (CX SERIES) FOR THE EXTENT OF WETLAND IMPACTS. IMPACTS TO WETLANDS BEYOND THOSE IDENTIFIED ON THE PLANS ARE NOT 15.

SECTION 703.19, GRANULAR BORROW.

EXCAVATED ON-SITE SOILS AND IMPORTED FILL USED AS COMMON FILL IN PAVED AND LANDSCAPE AREAS MUST MEET THE REQUIREMENTS OF MAINE DOT SPECIFICATION 14.

AND FOUNDATION CONSTRUCTION CAN BE COMPLETED IN-THE-DRY.

DEWATER EXCAVATIONS USING OPEN PUMPING METHODS. SURFACE RUNOFF AND INFILTRATION OF GROUNDWATER SHOULD BE CONTROLLED SO THAT EXCAVATION, FILLING, 13.

BE COMPLETED IN-THE-DRY.

RUNOFF AND INFILTRATION OF GROUNDWATER SO THAT EXCAVATION, PLACEMENT AND COMPACTION OF FILL, FOUNDATION CONSTRUCTION AND BACKFILLING CAN THE SITE MUST BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS AND ADDITIONS BOTH DURING AND AFTER CONSTRUCTION. CONTROL SURFACE 12.

LIKELIHOOD OF EROSION OF MATERIAL INTO THE CONDUIT OR PIPE.

UTILITY CONDUITS OUTSIDE THE CONSTRUCTION AREAS THAT WILL BE ABANDONED IN-PLACE SHOULD BE FILLED WITH CONCRETE AND CAPPED TO REDUCE THE FULL EXTENT, REMOVED, AND REPLACED WITH COMPACTED GRANULAR BORROW OR STRUCTURAL FILL, DEPENDING ON LOCATION. THE ENDS OF UNDERGROUND PIPES AND OTHERWISE RECOMMENDED HEREIN, WHERE SUCH ITEMS ARE ENCOUNTERED BENEATH THE PLANNED FOUNDATION LOCATIONS, THEY SHOULD BE EXCAVATED TO THEIR OBSTRUCTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, CONCRETE FOOTINGS, MASONRY BLOCK, QUARRIED ROCK, RUBBLE FILL, AND BURIED UTILITIES. EXCEPT FOR WHERE STRUCTURES AND BUILDINGS, ASSOCIATED FOUNDATIONS, AND UNDERGROUND UTILITIES (NOTE: BOTH ACTIVE AND ABANDONED) DURING SITE WORK ACTIVITIES.

DUE TO THE PREVIOUSLY DEVELOPED NATURE OF THE SITE, BE SENSITIVE TO THE POTENTIAL OF ENCOUNTERING OBSTRUCTIONS SUCH AS REMNANTS FROM PRIOR 11.

PROJECT FILL REQUIREMENTS.

TESTED FOR CONSISTENCY WITH PROJECT FILL COMPOSITION REQUIREMENTS. IT SHOULD BE ANTICIPATED THAT EXISTING MATERIALS WILL REQUIRE PROCESSING TO MEET EXCAVATED ON-SITE SOIL AND EXISTING UNCONTROLLED FILL DESIGNATED FOR REUSE AS FILL IN CONSTRUCTION MUST BE STOCKPILED DURING CONSTRUCTION AND 10.

STRUCTURAL FILL.

BUILDING, WHICHEVER IS GREATER. OBSTRUCTIONS ENCOUNTERED WITHIN THE EXCAVATIONS MUST BE REMOVED TO THEIR FULL EXTENT AND REPLACED WITH COMPACTED PITCHED DOWN AND OUTWARD FROM THE BOTTOM OUTSIDE EDGE OF BUILDING PERIMETER FOOTINGS, OR A MINIMUM OF 10 FEET OUTSIDE THE PLAN LIMITS OF THE COMPACTED STRUCTURAL FILL. AS A MINIMUM, REMOVAL LIMITS BELOW THE BUILDINGS AND ADDITIONS SHOULD EXTEND TO THE LATERAL LIMITS DEFINED BY A 1H:1V LINE PLACED AS UNCONTROLLED FILL, ABOVE NATURALLY DEPOSITED INORGANIC SOIL ENCOUNTERED AT THE BUILDING 129 ADDITION SHOULD BE REMOVED AND REPLACED WITH CONTROL TO AN ACCEPTABLE PERCENT COMPACTION), ASPHALTIC PAVEMENT, AND DELETERIOUS SUBSTANCES. EXISTING UNCONTROLLED FILL, INCLUDING BOULDERS LANDSCAPED AREAS. UNSUITABLE MATERIALS INCLUDE UNCONTROLLED FILLS (I.E., UNCONTROLLED FILLS PLACED WITHOUT SYSTEMATIC DENSIFICATION AND MOISTURE OTHER UNSUITABLE MATERIALS MUST BE REMOVED FROM THE AREA OF CONSTRUCTION. TOPSOIL MAY BE STOCKPILED OUTSIDE THE CONSTRUCTION AREA FOR REUSE IN TOPSOIL, UNCONTROLLED FILL, BOULDERS PLACED AS FILL, PEAT, ORGANIC MATERIAL, DEBRIS, RUBBISH, FROZEN SOILS, MUCK, LOOSE, OR DISTURBED SOILS AND 9.

POSTS IS GROUP 1C, (Fy = 50 KSI).

THE ASTM F1043 'GROUP' FOR ALL FENCE LINE POSTS IS GROUP 1A, F1083 HIGH STRENGTH GRADE (Fy = 50 KSI). THE ASTM F1043 'GROUP' FOR ALL FENCE CORNER AND PULL 8.

GROUNDING WIRE WHEN EXCAVATING FOR FOUNDATION PROVISION.

OF TANGENT SECTIONS. PASSIVE VEHICLE CABLE BARRIER IS IDENTIFIED WITH NORTHING AND EASTING COORDINATES. CARE MUST BE TAKEN TO AVOID IMPACTS TO CORNER, END POSTS, AND GATE POSTS FOR FENCING AND FENCING WITH PASSIVE VEHICLE CABLE BARRIER ARE IDENTIFIED ON EACH PLANS FENCING TABLE WITH LENGTHS7.

OR DISTURBED MATERIAL DUE TO CONSTRUCTION TRAFFIC MUST BE REMOVED PRIOR TO PLACEMENT OF CONCRETE AND BACKFILLED WITH COMPACTED STRUCTURAL FILL.

FOLLOWING COMPACTION AND PRIOR TO PLACEMENT OF CONCRETE, CARE MUST BE TAKEN TO LIMIT DISTURBANCE OF THE BEARING SURFACES. LOOSE, SOFTENED, SUBGRADE PREPARATION MUST INCLUDE COMPACTION OF FILL OR NATURALLY DEPOSITED SOIL SUBGRADES WITH HAND-GUIDED, VIBRATORY COMPACTION EQUIPMENT.

EXCAVATION OF FOUNDATION BEARING SURFACES IN SOIL OR FILL MUST BE PERFORMED BY EARTHWORK EQUIPMENT FITTED WITH SMOOTH-EDGED BUCKETS. FINAL 6.

WHERE BEDROCK IS ENCOUNTERED ABOVE THE BOTTOM OF FENCE/GATE POST FOUNDATION, THE BEDROCK MUST BE REMOVED TO THE BOTTOM OF THE FOUNDATION.5.

SOIL DEPOSITS UNDERLYING ORGANIC PEAT DEPOSITS.

BELOW THE ORGANIC SOILS. WHERE APPLICABLE, THE BOTTOMS OF THE FENCE POST FOUNDATIONS MUST EXTEND A MINIMUM OF 2 FEET BELOW THE TOP OF INORGANIC THESE ORGANIC PEAT DEPOSITS CANNOT SUPPORT THE FENCE POST FOUNDATIONS. EXTEND THE FOUNDATIONS INTO NATURALLY DEPOSITED INORGANIC SOILS BURIED ORGANIC PEAT DEPOSITS WERE ENCOUNTERED IN TEST BORINGS P-4 AND P-5 AND MIGHT BE ENCOUNTERED AT OTHER LOCATIONS DURING CONSTRUCTION. 4.

HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.3.

COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN ARE IN US SURVEY FEET.2.

ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).1.

12880848 35866

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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

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P -3

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D o c u m e n t s

P r o je c t s

C A

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C S .d

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E R jk n ig h t

AS NOTED

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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

TCW TCW SCS

NORTH

PLAN

CS100

750' 1500'0

CS10

C S

Y O

A N

CS102

CS10

4 CS101

CS103

67 358

12880849

1 2 3 4 5

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

E E

T S

G F

C S .d

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

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

80 80

(A B )E

S S

EXISTING WOODEN FENCE

SIGN

36"x36"

RIDGE ROAD

B137

B134B135

PAVEMENT

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

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

165151 93.43

WATER VALVE

94.43

CLEAN OUT

94.52

CLEAN OUT

94.99

SEWER MANHOLE

95.03

SEWER MANHOLE

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

BUILDING AND SHED

SITE 00008 - MAINTENANCE

P C S

T A . 1

P O

B S

T A .0

P C S

T A .2

P C S

T A . 103+44.56

P T S

T A . 1

P T S

T A . 3

302 301 300 101 100

105106107108

P O

B S

T A .0

PT STA. 102+74.89

400340044004+39

3007+86

5002+60

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

C S

CS102

CS10

4 CS101

CS103

S E

E S

H E

E T C

M A

T C

H L

E S

T A

S E

E S

H E

E T C

M A

T C

H L

E S

T A . 3

- 2

R=75'

R=45'

R=60'

R=150'

R=2'R=2'

R=165'

R=172'

JSK JSK TCW

Y O

A N

B/L OF CONSTRUCTION RIDGE ROAD

ECF-1

ECF-2

RDG-1

NORTH

PLAN

30' 60'0

MAIN ECF

B/L OF CONSTRUCTION

+49.7 +20.0

+16.7

+58.8

' 2

+91.9 +96.5

+57.6

+38.5

+64.2 +22.1

+79.25

RIDGE ROAD STA. 300+00.00=

MAIN ECF STA. 101+45.40

ID CHECK AREA

SEE SHEET CS401 FOR

ALUMINUM MAILBOX

TAKEN AT CENTER OF

STA. 106+84.8 (93.92' RT)

37(6)

37(4)

CS101

SEE SHEET CS400 FOR

OFFICE AREA

IDENTIFICATIONPASS AND

15' 2'

R=45'

PAVEMENT LEGEND

FULL DEPTH ASPHALT PAVEMENT

MILLING & OVERLAY

(SEE C, CS307 FOR PAVEMENT DETAILS)

(SEE B, CS307 FOR PAVEMENT DETAIL)

CONCRETE SECURITY ISLAND OR SIDEWALK

(SEE E & F, CS307 FOR PAVEMENT DETAILS)

(SEE A, CS307 FOR PAVEMENT DETAILS)

S E

E S

H E

E T C

M A

T C

H L

E S

T A . 6

NOTES:

OPTION 9

14'

+36.50

46(4)

R=5'

NOSE DOWN CURB

CLEAR ZONE

30' 20'

(2)45

45(4)

(2)45

CONTROL POINT FENCE

B/L OF CONSTRUCTION ENTRY

CABLE BARRIER (2), M50RATED

POINT FENCE WITH PASSIVE VEHICLE

B/L OF CONSTRUCTION ENTRY CONTROL

WITH PASSIVE VEHICLE CABLE BARRIER (2), M30 RATED

B/L OF CONSTRUCTION ENTRY CONTROL POINT FENCE

34 ABANDONED LEACH FIELD PIPES

ENCOUNTER EXISTING

POST FOUNDATIONS MAY

RELOCATED CONCRETE JERSEY BARRIERS

KNEE WALL (SEE DETAIL 6 CS501)

RELOCATED BOULDERS14

PEDESTRIAN RAMP (SEE DETAILS 1-4, CS501)

REINFORCED CONCRETE SIDEWALK

(SEE DETAIL 1 CS500)

6" CONCRETE CURB (SEE DETAILS 3 & 4 CS500)

ENTRY CONTROL POINT FENCE

(SEE DETAILS 1-6 CS506 & 1-3 CS507)

ENTRY CONTROL POINT FENCE WITH PASSIVE

VEHICLE CABLE BARRIER, M30 RATED

10.5' WIDE RAISED CONCRETE MEDIAN

(SEE DETAIL 5 CS500)

DETECTABLE WARNING SURFACE

(SEE DETAIL 2 CS500)

CIVIL SITE IMPROVEMENT LEGEND:

(SEE CS506, CS507, CS510-CS511, CS513-CS514)

ENTRY CONTROL POINT FENCE WITH PASSIVE

VEHICLE CABLE BARRIER, M50RATED

(SEE CS506, CS507, CS510-CS511, CS513-CS514)

PASSIVE VEHICLE CABLE BARRIER, M30 RATED

(SEE CS511-CS512 & CS514-CS515)

PASSIVE VEHICLE CABLE BARRIER, M50 RATED

(SEE CS511-CS512 & CS514-CS515)

(SEE DETAILS 1-3 CS510)

(SEE DETAILS 1-2 CS513)

24' RATED DOUBLE SWING GATE

5' ACCESS CONTROLLED SWING GATE

(SEE DETAILS 4-7 CS509)

14' DOUBLE SWING GATE

(SEE DETAILS 1-3 & 6-9 CS509)

MODIFIED MIDWEST GUARDRAIL

(SEE CS502-CS505)

CONCRETE FILLED BOLLARD

(SEE DETAILS 1-4 CS516)

16' ELECTRIC DROP ARM CRASH BEAM

K12/L3 RATED (SEE DETAILS 1-7 CS517)

24' ELECTRIC DROP ARM CRASH BEAM

K12/L3 RATED (SEE DETAILS 1-7 CS517)

RAISED GRASS MEDIAN

GRASS MEDIAN

VCC PARKING AREA ASPHALT - OPTION 6

M50 RATED SHALLOW FOUNDATION BOLLARD

(SEE DETAIL 6 CS516)

E: 1302299.6542

N: 366927.6508

E: 1302241.4577

N: 366838.5903

N: 367227.2289

E: 1302757.7671

BLDG

INSPECTION OFFICE CANOPY

01 PASS AND IDENTIFICATION OFFICE (BLDG 129)

GUARD AND TRUCK INSPECTION OFFICE

PASS AND IDENTIFICATION OFFICE CANOPY

GUARD BOOTH

CHASE VEHICLE PARKING08

RELOCATED MAILBOX

GENERATOR WITH CONCRETE PAD

TRANSFORMER WITH CONCRETE PAD

CANOPY SUPPORT COLUMNS

FLAG POLE (SEE 6, CS500 FOR DETAIL)

STEEL BENCH (SEE DETAIL 5 CS501)

CIVIL SITE IMPROVEMENT LEGEND:

CONTROL POINT FENCE (OPTION 9)

B/L OF CONSTRUCTION ENTRY

+43.7

' 4

'+89.3

45(2)

.7 '1

+69.0

R=137'

R=132'

R=136'

CONCRETE DETAILS

SEE SHEET CS402 FOR

32' SINGLE CANTILEVERED SLIDING GATE

(SEE DETAILS 4-7 CS509)

5' PEDESTRIAN SWING GATE

(SEE DETAIL 5 CS516)

M30 RATED BOLLARD

(SEE DETAIL 5 CS516)

ID CHECK AREA/GATE CONCRETE PAVEMENT

CONCRETE EMBEDDED SNOW MELT SYSTEM

(SEE DETAIL B CS307 & ES 102)

SEE CU101 AND CU501 FOR FIRE TANK DETAILS.8.

SEE LP101 FOR GRASS SEEDING, PLANTING AND SLOPE TREATMENT DETAILS.7.

SEE CG101 FOR DETAILED POINT OFFSETS AND ELEVATIONS.6.

SEE DETAIL 4 CS507 FOR HEIGHT TRANSITION DETAIL.5.

SEE DETAIL 5 CS507 FOR REPLACEMENT GROUNDING GRID DETAIL.4.

SEE DETAIL 3 CS507 FOR GROUNDING DETAIL.3.

FENCE POST TABLES FOR LENGTH, HEIGHT, AND POST INFORMATION.

SEE CS600 FOR RESTRICTED AREA SECURITY AND ENTRY CONTROL POINT 2.

RESTRICTED AREA SECURITY FENCE AND ENTRY CONTROL POINT FENCE.

SEE CA101 FOR CORNER/END/GATE POST COORDINATES FOR THE 1.

CIVIL SITE IMPROVEMENT LEGEND:

22' ELECTRIC DROP ARM CRASH BEAM

K12/L3 RATED (SEE DETAILS 1-7 CS517)

20' ELECTRIC DROP ARM CRASH BEAM

K12/L3 RATED (SEE DETAILS 1-7 CS517)

M50 RATED BOLLARD

FOR EQUIPMENT DETAILS.

SEE ELEC/MECH DRAWINGS

CONCRETE PAD DETAILS.

SEE S-101 AND S-503 FOR

CONCRETE PAD DETAILS.

FOR EQUIPMENT AND

SEE CU101 AND CU503

GUARD BOOTH FOUNDATION.

SEE SHEET S-304 FOR

15'

SHEET CS511

SEE DETAIL 1 ON

FENCE

EXISTING

TIE INTO

PROPERTY LINE

MODIFIED TO MEET

CLEAR ZONE

SEE DETAIL 1 ON SHEET CS511

SHEET CS512

SEE DETAIL 2 ON

BARRIER (1), M30 RATED

WITH PASSIVE VEHICLE CABLE

CONTROL POINT FENCE

B/L OF CONSTRUCTION ENTRY

SHEET CS512

SEE DETAIL 2 ON

31A

(SEE DETAILS 1-2 CS513)

14' RATED DOUBLE SWING GATE

31A

46(4)

45(4)

PATCHING AREA DETAILS

SEE SHEET CS402 FOR

CU SHEETS FOR DETAILS

NEW WELL HOUSE. SEE

SHEETS FOR DETAILS

NEW WELL. SEE CU

51 WELL HOUSE 13'X13' CONCRETE PAD

(SEE DETAIL A1 S-503 & CU SHEETS)

12880850 35868

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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

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1614700

CRH/LAF

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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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AS NOTED

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02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

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

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

165166 84.98

BUILDING CORNER

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

165167 85.13

BUILDING CORNER

165168 85.18

BUILDING CORNER

165169 85.42

BUILDING CORNER

87.55

BUILDING CORNER

87.79

FINISH FLOOR

87.94

BUILDING CORNER

SEPTIC FIELD

94.47

BUILDING CORNER

94.74

FINISH FLOOR

94.82

UNDERGROUND ELECTRIC

GATE

SAOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

DIESEL TANK

500 GALLON

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

PT STA. 110+9

4.72

P C S

T A . 3

P C S

T A . 1

P C S

T A .4

P T S

T A . 4

POE STA. 111+6

1.63

P O

B S

T A .0

60066007

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

C S

CS102

CS10

4 CS101

CS103

CS102

R=80'

R=46'

R=45'

R=28'

JSK JSK TCW

Y O

A N

ECF-3

RDG-2

HUD-1

B/L OF CONSTRUCTION MAIN ECF

B/L OF CONSTRUCTION RIDGE ROAD

B/L OF CONSTRUCTION HUDSON BOULEVARD

NORTH

PLAN

30' 60'0

+97.4

+42.3

+91.5 29'

+68.8+06.3

+40.4

10' 10'4'

+34.8

8.5'

10'

5.5'

+57.2

+48.0

8.5'

5.5'

+34.0

10'

+07.2

SEE SHEET CS103

ATCH LINE STA. 313+40 -

S E

E S

H E

E T C

M A

T C

H L

E S

T A

S E

E S

H E

E T C

M A

T C

H L

E S

T A . 3

29' +94.7

R=104'

+84.6

.9 '+54.7

RIDGE ROAD STA. 308+69.03=

MAIN ECF STA. 111+61.63

RIDGE ROAD STA. 312+95.98=

HUDSON BOULEVARD STA. 400+00.00

CIVIL SITE IMPROVEMENT LEGEND:

OVERWATCH PARKING07

MEDIAN ISLAND

SEE SHEET CS402 FOR

MEDIAN ISLAND

SEE SHEET CS402 FOR

R=2'

+84.0

+98.0

R=2'

PAVEMENT LEGEND

FULL DEPTH ASPHALT PAVEMENT

MILLING & OVERLAY

(SEE C, CS307 FOR PAVEMENT DETAILS)

(SEE B, CS307 FOR PAVEMENT DETAIL)

CONCRETE SECURITY ISLAND OR SIDEWALK

(SEE E & F, CS307 FOR PAVEMENT DETAILS)

(SEE A, CS307 FOR PAVEMENT DETAILS)

S H

E E

T C

- S

T C

H L

E S

T A

S H

E E

T C

- S

T C

H L

E S

T A

S E

E S

H E

E T C

M A

T C

H L

E S

T A . 6

NOTES:

SEE LP 102 FOR GRASS SEEDING, PLANTING AND SLOPE TREATMENT DETAILS.8.

SEE CG102 FOR DETAILED POINT OFFSETS AND ELEVATIONS.7.

SEE DETAIL 1 CS508 FOR DITCH CROSSING DETAIL.6.

SEE DETAIL 4 CS507 FOR HEIGHT TRANSITION DETAIL.5.

SEE DETAIL 5 CS507 FOR REPLACEMENT GROUNDING GRID DETAIL.4.

SEE DETAIL 3 CS507 FOR GROUNDING DETAIL.3.

FENCE POST TABLES FOR LENGTH, HEIGHT, AND POST INFORMATION.

SEE CS600 FOR RESTRICTED AREA SECURITY AND ENTRY CONTROL POINT 2.

RESTRICTED AREA SECURITY FENCE AND ENTRY CONTROL POINT FENCE.

SEE CA102 FOR CORNER/END/GATE POST COORDINATES FOR THE 1.

CLEAR ZONE

O P

GRAVEL ROAD

(SEE G, CS307 FOR DETAILS)

6" CONCRETE CURB (SEE DETAILS 3 & 4 CS500)

4' WIDE RAISED CONCRETE MEDIAN (SEE DETAIL 5 CS500)

10.5' WIDE RAISED CONCRETE MEDIAN (SEE DETAIL 5 CS500)

RESTRICTED AREA SECURITY FENCE

(SEE DETAILS 1-6 CS506 & 1-3 CS507)

PASSIVE VEHICLE CABLE BARRIER, M30 RATED

(SEE CS511-CS512 & CS514-CS515)

MODIFIED MIDWEST GUARDRAIL (SEE CS502-CS505)

24' DOUBLE SWING GATE (SEE DETAILS 1-3 & 6-9 CS509)

CONCRETE FILLED BOLLARD (SEE DETAILS 1-4 CS516)

28 15' SINGLE CANTILEVERED SLIDING GATE (SEE DETAILS 1-3 CS510)

45(2)

(2)45

FENCE

PILE PRIOR TO PLACING

GRADE OUT GRAVEL

CLEAR ZONE

CLEAR ZONE CLEAR ZONE

CLEAR ZONE

M30 RATED BOLLARD (SEE DETAIL 5 CS516)

FOR DETAIL)

ANCHOR (SEE 3, CS502

GUARDRAIL UPSTREAM

CONTROL POINT FENCE (OPTION 9)

B/L OF CONSTRUCTION ENTRY

CONTROL POINT FENCE (OPTION 9)

B/L OF CONSTRUCTION ENTRY

SEE SHEET CS103

MATCH LINE STA. 2003+20 -

SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED AREA

SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED AREA

45(2)

R=45'

+72.8

+0.2

(SEE DETAILS 1-7 CS517)

20' ELECTRIC DROP ARM CRASH BEAM, M30 RATED

22 (SEE DETAILS 1-6 CS506 & 1-3 CS507)

ENTRY CONTROL POINT FENCE

29 21' SINGLE CANTILEVERED SLIDING GATE (SEE DETAILS 1-3 CS510)

SHEETS FOR CLEARING LIMITS.

LIMITS, REFERENCE LOD ON CE

NOT REPRESENT CLEARING

CLEAR ZONE OVER POND DOES

ID CHECK AREA/GATE CONCRETE PAVEMENT

DITCH

COMM CONDUIT IN

AVOID IMPACTS TO

CONCRETE - EMBEDDED SNOW MELT SYSTEM

(SEE DETAIL B CS307 & ES102)

SHEET CS511

SEE DETAIL 1-2 ON

12880851 35869

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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

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1614700

CRH/LAF

R O

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P -3

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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

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P L

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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

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

PT STA. 316+48

.07

P T S

T A . 4

P O

E S

T A . 4

+50

SITE 00009 - AOC 13 DIRT ROADS

G E R

O A

PAVEMENT

EXISTING

FENCE

GRAVEL

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

G E R

O A

G E R

O A

HUDSON B

OULEVARD

HUDSON B

OULEVARD

HUDSON B

OULEVARD

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GRAVEL

NEW SIGN POST(NO SIGN)

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 28.25

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

BUILDING CORNER

15" RCP

INV. IN: 46.08INV. OUT: 45.32

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

FINISH FLOOR

UNDERGROUND ELECTRIC

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

AOC 000014 - NORTH BORROW PIT

GATE

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

404404

N 67°33'56.71" W

S 61 °35'

17.0 0" W

CS10

C S

CS102

CS10

CS103

JSK JSK TCW

NORTH

PLAN

30' 60'0

SEE SHEET CS102

ATCH LINE STA. 313+40 -

Y O

A N

4' 10'

10'

6.8'

+80.0

CS103

+31.9

B/L OF CONSTRUCTION HUDSON BOULEVARD

B/L OF CONSTRUCTION RIDGE ROAD

PAVEMENT LEGEND

FULL DEPTH ASPHALT PAVEMENT

MILLING & OVERLAY

(SEE C, CS307 FOR PAVEMENT DETAILS)

(SEE B, CS307 FOR PAVEMENT DETAIL)

CONCRETE SECURITY ISLAND OR SIDEWALK

(SEE E & F, CS307 FOR PAVEMENT DETAILS)

(SEE A, CS307 FOR PAVEMENT DETAILS)

M A

T C

H L

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T A . 1

- S

E E S

H E

E T C

S H

E E

T C

S T

A . 4

- S

T C

H L

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T C

S T

A . 1

- S

T C

H L

CIVIL SITE IMPROVEMENT LEGEND:

(SEE DETAIL 1-6 CS506 AND DETAIL 1-2 CS507)

RESTRICTED AREA SECURITY FENCE

(SEE DETAILS 1-3 & 6-9 CS507)

24' DOUBLE SWING GATE

NOTES:

SEE LP 103 FOR GRASS SEEDING, PLANTING AND SLOPE TREATMENT DETAILS.6.

SEE CG103 FOR DETAILED POINT OFFSETS AND ELEVATIONS.5.

SEE DETAIL 5 CS507 FOR REPLACEMENT GROUNDING GRID DETAIL.4.

SEE DETAIL 3 CS507 FOR GROUNDING DETAIL.3.

FENCE POST TABLES FOR LENGTH, HEIGHT, AND POST INFORMATION.

SEE CS600 FOR RESTRICTED AREA SECURITY AND ENTRY CONTROL POINT2.

RESTRICTED AREA SECURITY FENCE.

SEE CA103 FOR CORNER/END/GATE POST COORDINATES FOR THE 1.

GRAVEL ROAD

(SEE G, CS307 FOR DETAILS)

AREA SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED

SEE SHEET CS102

MATCH LINE STA. 2003+20 -

MATCH LINE STA. 2006

+20 - S

EE SHEET CS110

30' 20'

ID CHECK AREA/GATE CONCRETE PAVEMENT

CLEAR ZONE

DITCH

COMM CONDUIT IN

AVOID IMPACTS TO

DITCH

COMM CONDUIT IN

AVOID IMPACTS TO

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

70 358

12880852

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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

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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

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G F

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Y O

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AS NOTED

D E

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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

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

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