1614700dwg04of22CIVIL_ALIGNMENT_DEMO.pdf

PDF 46 MB Posted Apr 6, 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

.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

G E

B R

E V

N S

FLOW DIRECTION

SIGN POST

GATE VALVE OR CURB STOP

PIPE TERMINATION

S SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

CATCH BASIN

SANITARY SEWER CLEANOUT

BEND (ANGLE INDICATED ON PLAN)

GATE VALVE OR CURB STOP (PROFILE)

FLOW LINE

MINOR CONTOUR

SANITARY SEWER

WATER LINE

STORM DRAIN

MAJOR CONTOUR

RIGHT-OF-WAY LINE

CENTER LINE/BASE

LINE/CONSTRUCTION LINE

@ AT

Δ DELTA

Ø DIAMETER

# NUMBER

% PERCENT

A or � ANGLE

AB or ABC AGGREGATE BASE COURSE

AC ACRE or ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACP ASBESTOS CEMENT PIPE

AD ALGEBRAIC DIFFERENCE

ADT AVERAGE DAILY TRAFFIC

ALT ALTERNATE

APPROX APPROXIMATE

AP ANGLE POINT

ARCH ARCHITECT OR ARCHITECTURAL OR

BUILDING DESIGN TEAM

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASTM AMERICAN STANDARD TESTING

MATERIALS

ATTN: ATTENTION

AVG AVERAGE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BC BACK OF CURB

BFV BUTTERFLY VALVE

BK BOOK

BL BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BMP BEST MANAGEMENT PRACTICES

BOT BOTTOM

BSL BUILDING SETBACK LINE

BVCS BEGIN VERTICAL CURVE STATION

BVCE BEGIN VERTICAL CURVE ELEVATION

BW [BOTTOM OF WALL] [GRADE

ELEVATION AT LOW SIDE OF WALL]

C RATIONAL METHOD RUNOFF

COEFFICIENT

CA CEMENT ASBESTOS

CAP CORRUGATED ALUMINUM PIPE

CB CATCH BASIN

CBC CENTRAL BUSINESS CORE

CBPA CHESAPEAKE BAY PRESERVATION ACT

C/C CENTER TO CENTER

CF CUBIC FOOT

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IN PLACE

CL CENTER LINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN SCS CURVE NUMBER

CO CLEAN OUT or COUNTY

CONC CONCRETE

CONST CONSTRUCTION

COR CORNER

CORP CORPORATION

CP CONCRETE PIPE

CSP CORRUGATED STEEL PIPE

CTJ CONTROL JOINT

CTR CENTER

CV CHECK VALVE

CY CUBIC YARDS

D DEGREE OF CURVE

DE DRAINAGE EASEMENT

DEQ DEPARTMENT OF

ENVIRONMENTAL QUALITY

DEPT DEPARTMENT

DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DOC DOCUMENT

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DKT DOCKET

DWG DRAWING

E EAST

E&SC EROSION & SEDIMENTATION CONTROL

EA EACH

EC EDGE OF CONCRETE

ELEC ELECTRIC or ELECTRICAL

EL or ELEV ELEVATION

EP EDGE OF PAVEMENT

EQ EQUAL

EQPT EQUIPMENT

ESMT EASEMENT

EW EACH WAY

EX or EXIST EXISTING

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

F FAHRENHEIT

FB FILTER BARRIER

FAB FABRICATE/FABRICATION

FD or FND FOUND

FDC FIRE DEPARTMENT CONNECTION

FEMA FEDERAL EMERGENCY MANAGEMENT

AGENCY

FF or FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FIRM FLOOD INSURANCE RATE MAP

FL FLOW LINE

FNC FENCE

FO FIBER OPTIC

FT FOOT or FEET

G GUTTER or GAS or GROUND

GAL GALLON

GALV GALVANIZE

GB GRADE BREAK

GOV'T GOVERNMENT

GMP GALLONS PER MINUTE

GR GRADE or GUARD RAIL

GRND GROUND

GV GATE VALVE

GW GUY WIRE

HC HANDICAP

HDPE HIGH DENSITY POLYETHYLENE PIPE

HDWL HEADWALL

HT or HGT HEIGHT

HORIZ HORIZONTAL

HP HIGH POINT

HRPDC HAMPTON ROADS PLANNING

DISTRICT COMMISSION

HWL HIGH WATER LEVEL

HWY HIGHWAY

HYD HYDRAULIC or HYDRANT

ID INSIDE DIAMETER

INC. INCORPORATED

INCL INCLUDED

IN INCH or INCHES

INV INVERT

IP IRON PIN or IRON PIPE

IRR IRRIGATION

JB JUNCTION BOX

JCT JUNCTION

JT JOINT

K VERTICAL CURVATURE

L LEFT or LENGTH

LAT LATERAL

LBF POUND-FOOT

LF LINEAR FOOT

LONG LONGITUDINAL

LP LOW POINT

LT LIGHT

MAX MAXIMUM

ME MATCH EXISTING

MEP MECHANICAL/ELECTRICAL/PLUMBING

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MONUMENT LINE

MON MONUMENT

MPH MILES PER HOUR

MUTCD MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES

N NORTH

NA NOT APPLICABLE

NAP NOT A PART

NE NORTHEAST

NGVD NATIONAL GEODETIC VERTICAL

DATUM

NIC NOT IN CONTRACT

NO. NUMBER

NPD NOMINAL PIPE DIAMETER

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OVHD OVERHEAD

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PED PEDESTAL or PEDESTRIAN

P PAGE OR PAVEMENT

PH PHONE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POC POINT OF CONNECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PROP PROPOSED

PRV PRESSURE RELIEF VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PNT POINT

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVG PAVING

PVMT PAVEMENT

QTY QUANTITY

R RIGHT or RADIUS

RCBC REINFORCED CONCRETE BOX CULVERT

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REF REFERENCE

REINF REINFORCED

REQ REQUIRED

REV REVISED

RIM SURFACE OF HIGHEST GRATE/COVER

RFI REQUEST FOR INFORMATION

RGRCP RUBBER GASKETED REINFORCED

CONCRETE PIPE

RJ RESTRAINED JOINT

RPZ REDUCED PRESSURE ZONE

RR RAILROAD

R/W or ROW RIGHT-OF-WAY

S SOUTH

SAF SAFETY FENCE

SBL SURVEY BASELINE

SCH SCHEDULE

SD STORM DRAIN

SERV SERVICE

SWLK SIDEWALK

SE SOUTHEAST

SEC SECOND(S)

SECT SECTION

SF SQUARE FEET

SFM SANITARY FORCE MAIN

SGA SMART GROWTH AREA

SI SQUARE INCH

SL SURVEY LINE or SECTION LINE

SM SURVEY MONUMENT

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

STL STEEL

STRUCT STRUCTURE or STRUCTURAL

SW SIDEWALK or SOUTHWEST

SY SQUARE YARD

SYM SYMMETRICAL

T TOWNSHIP or TANGENT

T&B TOP AND BOTTOM

TAN TANGENT

TBA TO BE ABANDONED

TC TOP OF CURB

TEL TELEPHONE or TELEGRAPH

TF TOP OF FOOTING

TOB TOP OF BANK

TOPO TOPOGRAPHIC

TP TOP OF PAVEMENT

TRANS TRANSITION or TRANSFORMER

TSB TEMPORARY SEDIMENT BASIN

TW [TOP OF WALL] [GRADE ELEVATION

AT HIGH SIDE OF WALL]

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UG UNDERGROUND

UPC UNIFORM PLUMBING CODE

USC&GS UNITED STATES COAST & GEODETIC

SURVEY

UT or UTIL UTILITY

UV ULTRAVIOLET

VA VIRGINIA

VCP VITRIFIED CLAY PIPE

VE&SCH VIRGINIA EROSION AND SEDIMENT

CONTROL HANDBOOK

VET VELOCITY

VERT VERTICAL

VDOT VIRGINIA DEPARTMENT OF

TRANSPORTATION

VOL VOLUME

W WEST or WATER

W/ WITH

W/O WITH OUT

WL WATER LEVEL

WM WATER METER

WSE WATER SURFACE ELEVATION

WSL WHITE SOLID LINE

(PAVEMENT MARKING)

WV WATER VALVE

YD YARD DRAIN

YR YEAR

YDSL YELLOW DOUBLE SOLID LINE

(PAVEMENT MARKING)

# REVISIONS

STORM DRAINAGE STRUCTURE IDENTIFIER

V - DITCH

ABBREVIATIONS

C-001

PVC POLYVINYL CHLORIDE

LOD LIMIT OF DISTURBANCE

CULVERT PIPE

UNDERDRAIN

RIP RAP

ENTRY CONTROL POINT FENCE /

RESTRICTED AREA SECURITY FENCE

PASSIVE VEHICLE CABLE BARRIER

ENTRY CONTROL POINT FENCE WITH

MODIFIED MIDWEST GUARDRAIL

CONCRETE BARRICADE

KNEE WALL

BEAM, M50 RATED

ELECTRIC DROP ARM CRASH

SLIDING GATE

TRAFFIC CONTROL ARM

CUT/FILL

GAS LINE

PROPANE TANK

DRY HYDRANT

TEE

CLEAR ZONE

LIMIT OF DISTURBANCE/

SEE LP SHEETS FOR DETAILS

TPF TREE PROTECTION FENCE

SEED MIX #1

SEED MIX #2

SEED MIX #3

WETLANDS

WETLANDS OF SPECIAL SIGNIFICANCE (W.O.S.S.)

WETLANDS - COASTAL

25 FOOT WETLAND BUFFER

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

POB POINT OF BEGINNING

POE POINT OF ENDING

6" CONCRETE CURB

RELOCATED MAILBOX

CANOPY SUPPORT COLUMNS

RELOCATED BOULDERS

CANOPY OUTLINE

DOUBLE SWING GATE

PEDESTRIAN SWING GATE

CONCRETE FILLED BOLLARD

STEEL BENCH

OVERALL CIVIL LEGEND

DETECTABLE WARNING SURFACE

FOUNDATION DRAIN

CLEANOUT

TREE PLANTING

MECHANICAL EQUIPMENT

FLAGPOLE

ABANDONED PIPE

45 358

12880827

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 A .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

MONUMENT

FOUND IN 2014

WIRE ANCHORAGES

TOWER S7

GUY

WIRE ANCHORAGES

TOWER S7

GUY

T O

W E

R N

GUARD

SHACK

T O

W E

R S

T O

W E R S

E A

O C D

T R

O A

D S

F L

O O

E A

N C

H O

R A

G E S

T O

W E R S G

C P

V O

U T .1

H O

T H

O U S E S

A O

C V

A N S F O

R M

E R H

O U S E S

A O

C V

T S

C R

A P A

R E

E F

O R

E A

N C

H O

R A

G E S

T O

W E

R S

T H

O U S E S

A O

- 4

T S

C R

A P A

R E

- F

O R

T S

C R

A P A

R E

O R

E A

N C

H O

R A

G E

S T

O W

E R S

WIRE ANCHORAGES

TOWER S5

GUY

E A

N C

H O

R A

G E S

T O

W E R S G

E A

N C

H O

R A

G E S

T O

W E R S G

E A

N C

H O

R A

G E S

T O

W E R S G

WIRE ANCHORAGES

TOWER S5

GUY

E A

N C

H O

R A

G E S

T O

W E R S G

E A

O C D

T R

O A

D S

E A

N C

H O

R A

G E S

T O

W E

R N

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

T H

O U

S E S

A O

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E R N

E A

N C

H O

R A

G E S

T O

W E R N

E A

N C

H O

R A

G E

S T

O W

E R S

E A

N C

H O

R A

G E S

T O

W E R N

T S

C R

A P A

R E

E F

O R

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

NO TOPO HERE

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

F O

G H

A R

B O

R R

O A

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

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

STREAM

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

G E R

O A

GRAVEL

F O

G H

A R

B O

R R

O A

G E R

O A

T O

W E R S

B U S T E R B

O U L E

V A R

BUSTER BOULEVARD

F A

R R

28" R

CP INV. IN

: 11.6

8 INV. O

UT: 11

.56

(2) 4

" PVC INV. IN

: 27.9

4 (N) INV. OUT: 27

.77 (N

INV. IN

: 27.9

2 (S) INV. OUT: 27

.81 (S

36" R

INV. IN:

12.49

INV. OUT: 11.

" R

C P

V . O

U T : 1

" R

C P

. IN

: 2

V . O

U T : 2

E N

D S

U B

M E R

G E

U N

A B L E T

O L

O C

A T E

T O

W E R S

B U

S T E

R B

O U

L E

V A

R D

D L

E D

D L

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R C

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A P P

R O

A T E

H W

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C P

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T .9

C P

O U

T .2

C P

O U

T .9

A P P

R O

A T E

H W

A T E

R L

A P P

R O

A T E

H W

A T E

R L

U N

D E

R G

R O

U N

D H

V O

L T

A G

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A B

L E

S E P

L D

T O

W E

R S

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 D

DUKE'S PASS

C P

V O

U T .5

TOWER S9

T O

W E R N

TOWER N8

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

C P

V O

U T .1

C P

V O

U T .2

C U L V E R T

V O

U T .6

D P E

V O

U T .0

D P E

V O

U T .0

M P

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U T .6

M P

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U T .5

C U L V E R T

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SERIES OF CONCRETE BLOCKS

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

WATER SEPERATOR

SIT

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OADS

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24" R

INV. IN

: 14.6

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UT: 14

.42

15" R

INV. IN

: 15.3

0 INV. O

UT: 14

.97

PAINT SCRAP AREA

SITE

4 - F

ORMER

20" H

DPE

INV. IN:

13.71

INV. OUT: 12.

D L

E D

D L

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G E R

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F O

G H

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N: 7

2.66

INV. O

UT: 7

2.42

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: 1 .5

V . O

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C P

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: 1 .4

V . O

U T : 9 .2

D R

L E

D W

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EDGE OF PAVEMENT

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: 2

V . O

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UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

C M

O U

T .1

O U

T .1

UNDERGROUND ELECTRIC

28" R

CP INV. IN

: 11.7

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UT: 11

.53

UNDERGROUND ELECTRIC

F O

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F O

G H

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P A

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W E

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C 000016 - 24 V

E A

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T O

W E R S 2 G

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H O

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SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

" R

C P

. IN

: 1 .2

V . O

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C P

. IN

: 1 .8

V . O

U T : 1

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C P

. IN

: 9 .7

V . O

U T : 9 .5

" R

C P

. IN

: 8 .8

V . O

U T : 8 .7

" R

C P

. IN

: 1 .7

V . O

U T : 1

" R

C P

. IN

: 1 .6

V . O

U T : 1

" R

C P

. IN

: 2 .2

V . O

U T : 2

24" R C P

. IN

: 8.43

V . O

U T : 8.28

" R

C P

. IN

: 2 .0

V . O

U T : 2

G P S C

O N

T R

O L

S T

A T

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

INV. IN: 11.49INV. OUT: 11.32

24" CMP

. IN

: 11.64

18" C M P

V . O

U T : 11.14

" R

C P

. IN

: 1 .3

V . O

U T : 1

" S

T E

E L

. IN

: 2 .4

V . O

U T : 1

" R

C P

. IN

: 1 .9

V . O

U T : 1

" H

D P

. IN

: 1 .4

V . O

U T : 1

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

E A

N C

H O

R A

G E

S T

O W

E R N

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

H O

T H

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S E

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- 4

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V A

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V A

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" R

C P

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: 7 .7

V . O

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" H

D P

. IN

: 6 .3

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

" R

C P

. IN

: 8 .4

V . O

U T : 7 .9

" H

D P

. IN

: 7 .9

V . O

U T : 7 .8

HYDRAULICS/ELECTRICAL

FOR BARRIER

P O

W E

R P

L A

N T

. IN

: 1 .2

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T E

E L

V . O

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C P

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: 9 .6

V . O

U T : 8 .9

R C

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T .7

O U

T .6

" R

C P

. IN

: 1 .3

V . O

U T : 9 .4

" R

C P

. IN

: 1 .6

V . O

U T : 9 .1

E A

N C

H O

R A

G E S

T O

W E R S G

S T E R B

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H O

T H

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- 4

T S

C R

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R E

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S F

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M E

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S A

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E A

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H O

R A

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T O

W E

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M E

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S E

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E A

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H O

R A

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E A

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H O

R A

G E

T O

W E

R S

E A

N C

H O

R A

G E

T O

W E

R S

30" R

. IN

: 15.20

V . O

U T : 14.41

E A

N C

H O

R A

G E S

T O

W E R S G

S C

O N

T R

O L

S T

A T

N "6

T R

A N S F O

R M

E R H

O U S E S

A O

- 2

24" C

. IN

: 9.39

V . O

U T : 9.04

. IN

: 7 .6

V . O

U T : 7 .6

" S

T E

E L

PAVEMENT

GRAVEL

P A

T S

C R

A P A

R E

- F

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S C

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S T

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N "6

" R

C P

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: 4 .0

V . O

U T : 4

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

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

GPS C

ONTROL STATION "61

F O

G H

A R B O

R R

O A D

2034+74.50

1084+89

60066007

PI STA. 3000+75.00

3007+86

105110

P O

B S

T A .0

PC STA. 101+45.40

PT STA. 102+74.89

P C S

T A . 103+44.56

P T S

T A .3

P C S

T A .5

PT S

TA.

.72

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404404

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P O

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T A .0

POB STA. 300+00.00

PC S

TA.

+41 .27

P T S

T A .5

P C S

T A .6

PT STA. 316+48

.07

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

CA100

750' 1500'0

CA10

C A

CA10

C A

CA101

CA103

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CA102

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12880828

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V A

L F

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S E

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E E

G S

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T E

M S C

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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

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C A

D D

P L

E E

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G F

C A .d

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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

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M A

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T A

N -N

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F O

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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

P O

B S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A . 6

P I S

T A .0

P I S

T A . 6

P I S T

A .0

PI STA. 3005+29.00

PI STA. 3005+69.00

PI STA. 3006+54.00

PI STA. 3006+59.00

PI STA. 3006+79.00

PI STA. 3006+91.00

PI STA. 3007+01.00

PI STA. 3007+11.00

P O

E S

T A . 3

S 77°14'04.15" W S 31°29'32.73" W

S °1 '0 .8

S 41°09'41.68" W

S 51°28'05.24" W

S 61°46'28.80" W

S 72°04'52.37" W

N 87°04'46.35" W

S °0 5'1

6.1 5"

S 80°12'38.61" W

N 79̂ 08'39.17" W

S 64°30'38.17" W

S 8°35'35.59" E

" E

S 14°24'50.10" E

S 12°36'58.12" E N 76°05'00.25" E

S 13°04'23.73" E

S 60°12'54.93" W

S 77°14'04.15" W

S 12°45'55.85" E

S 34°28'19.43" W

P I S T

A .0

P I S T

A .0

PI STA. 3001+15.00

PI STA. 3001+35.00

PI STA. 3001+67.33

PI STA. 3001+79.00

PI STA. 3002+09.00

PI STA. 3002+79.00

N 71°28'04.67" W

N 77°26'43.31" W

°1

'4 .0

N 14°44'57.21" W

N 13°56'51.55" W

N 12°29'59.12" W

N 14°22'57.22" W

PI STA. 3000+75.00

40034004

P I S

T A

S 75°13'37.67" W

S 82°46'29.86" W

P I S

T A

P I S

T A

POB STA. 5000+00.00

POE STA. 50

02+60.

PI STA. 5002+53.00 PI STA. 5001+13.00

PI STA. 5000+63.00

PI STA. 5000+36.00

PI STA. 5000+12.00

P I S T

A +0

P I S

T A

P I S

T A . 4

P I S

T A . 4

P I S

T A . 4

P I S

T A . 4

1+ .0

P I S

T A . 4

1+6

0 P I S

T A 1+

3007+86

P O

B S

T A .0

PC STA. 101+45.40

PT STA. 102+74.89

P C S

T A . 103+44.56

P T S

T A .3

POB STA. 300+00.00

PC S

TA.

+41 .27

P T S

T A .5

S °1 '2 .2

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

S 75°25'02.53" W

MONUMENT

FOUND IN 2014

GUARD

SHACK

N ° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

GATE

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

60066007

PI STA. 3000+75.00

3007+86

105110

P O

B S

T A .0

PC STA. 101+45.40

PT STA. 102+74.89

P C S

T A . 103+44.56

P T S

T A .3

P C S

T A .5

PT S

TA.

.72

E STA. 111+61.63

404404

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P O

E S

T A .0

POB STA. 300+00.00

PC S

TA.

+41 .27

P T S

T A .5

P C S

T A .6

PT STA. 316+48

.07

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

CA10

C A

CA101

CA103

CA102

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

JSK JSK TCW

B/L OF CONSTRUCTION RIDGE ROAD

NORTH

PLAN

30' 60'0

RIDGE ROAD STA. 300+00.00=

MAIN ECF STA. 101+45.40

CA101

S E

E S

H E

E T C

M A

T C

H L

E S

T A . 6

A L

N M

E E

NOTES:

ECF-1

ECF-2

RDG-1

CONTROL POINT FENCE

B/L OF CONSTRUCTION ENTRY

CONTROL POINT FENCE

B/L OF CONSTRUCTION ENTRY

CONTROL POINT FENCE

B/L OF CONSTRUCTION ENTRY

WITH PASSIVE VEHICLE CABLE BARRIER (2), M30 RATED

B/L OF CONSTRUCTION ENTRY CONTROL POINT FENCE

CABLE BARRIER (2), M50 RATED

POINT FENCE WITH PASSIVE VEHICLE

B/L OF CONSTRUCTION ENTRY CONTROL

MAIN ECF

B/L OF CONSTRUCTION

5. SEE CA601 FOR ECF FENCE ALIGNMENT DATA SHEET TABLES.

4. SEE CA600 FOR ECF ROADWAY ALIGNMENT DATA SHEET TABLES.

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

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

(GEOID18).

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988

ENTRY CONTROL POINT FENCE STA. 3005+29.00=

MAIN ECF STA. 101+46.68

ENTRY CONTROL POINT FENCE STA. 3001+51.31=

ENTRY CONTROL POINT FENCE STA. 3000+75.00=

CABLE BARRIER (2), M30 RATED STA. 5000+63.00

ENTRY CONTROL POINT FENCE WITH PASSIVE VEHICLE

CABLE BARRIER (2), M50 RATED STA. 5000+63.00=

ENTRY CONTROL POINT FENCE WITH PASSIVE VEHICLE

WITH PASSIVE VEHICLE CABLE BARRIER (1), M30 RATED

B/L OF CONSTRUCTION ENTRY CONTROL POINT FENCE

CABLE BARRIER (2), M50 RATED STA. 5000+25.44=

ENTRY CONTROL POINT FENCE WITH PASSIVE VEHICLE

RIDGE ROAD STA. 301+55.18

CABLE BARRIER (2), M50 RATED STA. 5000+00.00=

ENTRY CONTROL POINT FENCE WITH PASSIVE VEHICLE

ENTRY CONTROL POINT FENCE STA. 3007+86.00

ENTRY CONTROL POINT FENCE - (OPTION 9) STA. 6000+00

CONTROL POINT FENCE - (OPTION 9)

B/L OF CONSTRUCTION ENTRY

M30 RATED STA. 4000+00.00

VEHICLE CABLE BARRIER (1),

ENTRY CONTROL POINT FENCE WITH PASSIVE

47 358

12880829

1 2 3 4 5

V A

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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 A .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

P C S

T A .5

PT S

TA.

.72

E STA. 111+61.63

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P C S

T A .6

°3

" W

S 75°25'02.53" W

N 67°33'56.71" W

P I S

T A . 6

STA.

+3 2.0

P I S

T A .0

P I S

T A .0

P I S T

A .0

P I S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A . 6

P I S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A . 6

P I S

T A . 6

P I S

T A .0

P I S

T A . 6

P I S

T A . 6

P I S

T A . 6

P I S

T A . 6

P I S

T A . 6

P I S

. 6

P I S

T A . 6

PI STA. 6014+71.00

PI STA. 6015+01.00

PI STA. 6015+25.00

PI STA. 6015+30

.00

P I S T

A .0

S 64 °30'3

8.17 " W

N 34°35'22.51" W

N 87°40'29.85" W

S 38°59'57.55" W

N 67°33'27.94" W

S 85°15'27.23" W

N 68°34'49.45" W

S 42°05'44.85" W

S 5 6°4

9'4 8.2

6" W

S 89°52'28.58" W

N 49°15'26.10" W

S 87°28'45.11" W

S 70°34'07.03" W

S 10°34'38.04" W

S 52°48'04.78" W

S 77°22'37.12" W

N 37°25'51.11" W

S 52°40'38.23" W

S 13°45'23.85" W

S 11°47'41.14" ES

°0 '4 .7 " E

°5

S 40°48'11.72" W

S 3°43'00.27" E

S 6 1°0

8'02 .07" W

N 49°48'27.68" W

60066007

POB STA. 1000+00.00

P O

B S

T A .0

. 2

P I S T

A .0

S 87°55'35.40" E

°3

S 66°09'37.72" E

S 0° '3 2.

" W

S °0

'1 .9

PI STA. 6014+96.00

TA.

0+ .0

P I S

. 2

P I S

. 2

.5 0P

I S T A .5

PI STA. 2001+32.50

P I S

T A . 2

P I S

. 2

P I S

. 2

PI STA. 2003+12.50

GUARD

SHACK

N ° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

GATE

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

60066007

PI STA. 3000+75.00

3007+86

105110

P O

B S

T A .0

PC STA. 101+45.40

PT STA. 102+74.89

P C S

T A . 103+44.56

P T S

T A .3

P C S

T A .5

PT S

TA.

.72

E STA. 111+61.63

404404

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P O

E S

T A .0

POB STA. 300+00.00

PC S

TA.

+41 .27

P T S

T A .5

P C S

T A .6

PT STA. 316+48

.07

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

CA10

C A

CA101

CA103

CA102

JSK JSK TCW

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

SEE SHEET CA103

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

RIDGE ROAD STA. 308+69.03=

MAIN ECF STA. 111+61.63

RIDGE ROAD STA. 312+95.98=

HUDSON BOULEVARD STA. 400+00.00

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

SEE SHEET CA103

MATCH LINE STA. 2003+20 -

NOTES:

A L

N M

E E

STATION "600"

GPS CONTROL

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

6. SEE CA601 FOR ECF FENCE ALIGNMENT DATA SHEET TABLES.

5. SEE CA600 FOR ECF ROADWAY ALIGNMENT DATA SHEET TABLES.

HORIZONTAL CURVES CONFORM TO THE 25 MPH DESIGN SPEED.

55-15. THIS IS BY DESIGN, THE CURVE IS TREATED AS OPERATING AT A STOP CONDITION. OTHER

4. CURVE ECF-3 DOES NOT MEET THE MINIMUM RADIUS OF 134' DESIGNATED IN THE SDDCTEA PAMPHLET

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

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

(GEOID18).

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988

RIDGE ROAD STA. 311+41.01

RESTRICTED AREA SECURITY FENCE - PENINSULA EAST STA. 2000+88.25=

RESTRICTED AREA SECURITY FENCE - PENINSULA STA. 1000+00.00

RESTRICTED AREA SECURITY FENCE - PENINSULA EAST STA. 2000+00.00=

AREA SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED

CONTROL POINT FENCE - (OPTION 9)

B/L OF CONSTRUCTION ENTRY

CONTROL POINT FENCE - (OPTION 9)

B/L OF CONSTRUCTION ENTRY

ENTRY CONTROL POINT FENCE - (OPTION 9) STA. 6017+35.00=

12880830 35848

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 A .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

404404 P T S

T A .5

P O

E S

T A .0

6 PT STA. 316+48

.07

S 61 °35'

17.0 0" W

S 6 1°0

8'02 .07" W

P I S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A .0

P I S

T A .0

PISTA. 2004+12.50

PISTA. 2005+12.50

S °4

°2

" W

°5

'1 .5

S 4 9°5

7'23 .97" W

S 6 1°2

8'33 .53" W

S 6 1°0

6'48 .97" W

S 6 1°3

9'30 .44" W

S 6 1°3

3'40 .21" W

GRANITE MONUMENT WITH BRASS DISK FOUND

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

PAVEMENT

EXISTING

FENCE

GRAVEL

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

G E R

O A

HUDSON B

OULEVARD

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

GATE

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

VENT

BUILDING CORNER

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

FINISH FLOOR

UNDERGROUND ELECTRIC

GRAVEL

R O

A D

G E

" R

C P

. IN

: 4 .0

V . O

U T : 4

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

PT S

TA.

.72

E STA. 111+61.63

404404

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P O

E S

T A .0

6 PT STA. 316+48

.07

N 67°33'56.71" W

S 61 °35'

17.0 0" W

CA10

C A

CA103

CA102

JSK JSK TCW

NORTH

PLAN

30' 60'0

SEE SHEET CA102

ATCH LINE STA. 313+40 -

CA103

B/L OF CONSTRUCTION HUDSON BOULEVARD

B/L OF CONSTRUCTION RIDGE ROAD

M A

T C

H L

E S

T A . 1

- S

E E S

H E

E T C

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

S H

E E

T C

S T

A . 4

- S

T C

H L

E E

T C

S T

A . 1

- S

T C

H L

SEE SHEET CA102

MATCH LINE STA. 2003+20 -

A L

N M

E E

NOTES:

6. SEE CA601 FOR ECF FENCE ALIGNMENT DATA SHEET TABLES.

5. SEE CA600 FOR ECF ROADWAY ALIGNMENT DATA SHEET TABLES.

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

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

(GEOID18).

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988

B/L OF CONSTRUCTION RESTRICTED

AREA SECURITY FENCE - PENINSULA EAST

MATCH LINE STA. 2006

+20 - S

EE SHEET CA110

49 358

12880831

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 A .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

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PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

S 61°26'36.85" W

1006100710081009101010111012101310141015

P I S

T A .0

S 61°33'40.21" W

MONUMENT

FOUND IN 2014

GUARD

SHACK

E A

O C D

T R

O A

D S

N ° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

F O

G H

A R

B O

R R

O A

PAVEMENT

P R

O P

E R

T Y L

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

STREAM

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

P O

S O

N 'S P

A T

GATE

G E R

O A

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

G E R

O A

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

F O

G H

A R

B O

R R

O A

F O

G H

A R

B O

R R

O A

UNDERGROUND ELECTRIC

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

H A

T (9 .8 ')M

H W (6 .6

M H

W (6 .6

H A

T (9 .8

" R

C P

. IN

: 7 .7

V . O

U T : 6 .8

" H

D P

. IN

: 6 .3

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

2034+74.50

60066007

PI STA. 3000+75.00

3007+86

105110

P O

B S

T A .0

PC STA. 101+45.40

PT STA. 102+74.89

P C S

T A . 103+44.56

P T S

T A .3

P C S

T A .5

PT S

TA.

.72

E STA. 111+61.63

404404

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P O

E S

T A .0

POB STA. 300+00.00

PC S

TA.

+41 .27

P T S

T A .5

P C S

T A .6

PT STA. 316+48

.07

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

CA10

C A

CA10

C A

CA101

CA103

CA102

TCW TCW SCS

NORTH

PLAN

50' 100'0

CA104

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 S

E E S

H E

E T C

A L

N M

E E

POINT NO. STATION NORTH EAST BEARINGCURVE

1007+44.00 366420.1789 1301035.0228 S 61°26'36.85" W

NOTES:

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

RESTRICTED AREA SECURITY FENCE - PENINSULA BASELINE COORDINATES

S 61°33'40.21" W

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

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

(GEOID18).

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988

50 358

12880832

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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

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 A .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

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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

P I S

T A . 1

P I S

T A . 1

P I S

T A . 1028+61.00

P I S

T A . 1028+66.00

N 83°54'42.35" W

S 13°28'59.45" W

S 13°27'26.04" W

S 13°27'53.51" W

S 51°38'11.88" W

1016101710181019102010211022102310241025

102710281029

P I S

T A .0

S 61°07'50.46" W S 40°17'28.28" W

P I S

T A .0

P I S

T A .0

E A

O C D

T R

O A

D S

C P

V O

U T .1

E A

O C D

T R

O A

D S

E A

N C

H O

R A

G E S

T O

W E R N

T S

C R

A P A

R E

E F

O R

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

APPROXIMATE HIGHWATER LINE

G E R

O A

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

C P

V O

U T .1

C P

V O

U T .2

V O

U T .7

H U

D S

O N B

O U L E

V A R

S T.

A U R E N T S

E E T

T R

A N S F O

R M

E R H

O U S E S

A O

C V

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

S T E E L

HUDSON B

OULEVARD

H U

D S

O N B

O U L E

V A R

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

P O

S O

N 'S P

A T

GATE

SPRAGUE'S NECK ROAD

E A

N C

H O

R A

G E S

T O

W E R N

TLE

Y H

LLE

R R

O A D

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

G P S

C O

N T R

O L

S T A T

N "6

N .4

E .8

E L .0

UNDERGROUND ELECTRIC

BUILDING CORNER

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

STATIO

N "6

00"GPS

CONTROL

404404

P O

B S

T A . 4

P C S

T A .4

P T S

T A .5

P O

E S

T A .0

6 PT STA. 316+48

.07

N 67°33'56.71" W

S 61 °35'

17.0…

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