Kings_Bay_Sub_Base_FY19_20181022.pdf

PDF 9 MB Posted Nov 15, 2018

Attached to: Naval Submarine Base Kings Bay, Maintenance Dredging, 44, 45, and 47-Foot Project, Camden County, Georgia
Solicitation number: W912EP-18-B-0013
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Kings Bay Sub Base Drawing

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D.03.05_Synopsis_of_Award_19C0013_KBEC_FY_18_No._2.pdf	PDF	Mar 7, 2019
Naval_Submarine_Base_King_Bay_Bid_Abstract.pdf	PDF	Jan 31, 2019
Amendment_0006.pdf	PDF	Jan 24, 2019
Amendment_0005.pdf	PDF	Jan 22, 2019
18B0013Amendment0004.pdf	PDF	Jan 18, 2019
W912EP18B0013_Amendment_0003.pdf	PDF	Jan 9, 2019
A.07.23_18B0013_VOL1.pdf	PDF	Jan 9, 2019
W912EP18B0013_Amendment_0002.pdf	PDF	Dec 6, 2018
W912EP18B0013_Amendment_0001.pdf	PDF	Nov 30, 2018
18-228_KBIC_MSF_10-AUG-18_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
18-228_KBIC_RANGE-G_11-AUG-18_SB-HF_NEG.xyz	XYZ file	Nov 15, 2018
SECNAC_5512.pdf	PDF	Nov 15, 2018
18-228_KBIC_DRY DOCK SILL_12-AUG-18_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
18-228_KBIC_EHW2 & WWHF_11-AUG-18_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
18-228_KBIC_RANGE-I_12-AUG-18_SB-HF_NEG.xyz	XYZ file	Nov 15, 2018
18-228_KBIC_RANGE-F_11-AUG-18_SB-HF_NEG.xyz	XYZ file	Nov 15, 2018
A.07.23_18B0013_VOL1_15Nov18.pdf	PDF	Nov 15, 2018
18-228_KBIC_RANGE-E STA 30+748-35+999_10-AUG-18_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
18-149_KBIC_REFIT WHARF 2 & 3_3-AUG-18_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
18-228_KBIC_RANGE-D STA 22+547-30+748_9 & 10-AUG-18 COMBINED_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
18-228_KBIC_SITE-6_10-AUG-18_3X3 AVG_SB-36_NEG.xyz	XYZ file	Nov 15, 2018
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18-149_KBIC_RANGE-I_30-JUL-18_SB-HF_NEG.xyz	XYZ file	Nov 15, 2018
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18B0013Volume2Specs.pdf	PDF	Nov 15, 2018

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FERNANDINA BEACH

CLINCH

FORT

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C o v e r.

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C-10

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

SHEET TITLESHEET ID

PROJECT OVERVIEW

C-11

CONTROL DATA - INNER CHANNEL

DREDGING PLAN - STA. 41+900 TO STA. 48+242, EHB & RFW

DREDGING PLAN - STA. 36+650 TO STA. 41+900, EHB & SS-N

DREDGING PLAN - STA. 30+000 TO STA. 36+650, MSF & SS-S

DREDGING PLAN - SITE SIX SOUTH & REFIT WHARVES

TYPICAL DREDGING SECTIONS

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E X of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME X

JACKSONVILLE DISTRICT

MAINTENANCE DREDGING

44, 45, AND 47-FOOT PROJECT

CAMDEN COUNTY, GEORGIA

ST. MARYS RIVER

S T A T E O F

ST. MARYS

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

NAVAL SUBMARINE BASE KINGS BAY

TYPICAL DREDGING SECTIONS

DREDGING PLAN - MAGNETIC SILENCE FACILITY

DISPOSAL PLAN - D/A-2 AND D/A-C

TERMS AND ABBREVIATION - SYMBOLOGY, GENERAL NOTES, AND SURVEY NOTES

XXXXXXXXXXXXX

W912EP18B0013

NOVEMBER 2018

C-12 INSET 3 AND CAISSON GATE SILL DREDGING SECTION

DREDGING PLAN - EHW AND INSETS 1 & 2

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

EXTERIOR ELEVATION

DETAIL BOUNDRY

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

C-16

A-32 M-51

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

A-21A-21

GENERAL NOTES

GENERAL SYMBOLOGY

G E

N E

R A

G-02

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

CROSS SECTION

200'0 100'

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

SCALE: HORIZONTAL 1" = 200' VERTICAL 1" = 20'

GRAPHIC SCALE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

SURVEY NOTESSURVEY NOTES

PROJECT CHANNEL

ELEVATION AND LOCATION49.5

PIPELINE ROUTE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

DREDGING EXCLUSION ZONE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

PID AF31

STAGING / UNLOADING AREA

CHANNEL PI POINTS

CHANNEL LIMITS

T E

R M

S A

N D A

B B

R E

N S

DISCIPLINE DESIGNATOR

S Y

M B

O L

O G

G E

N E

R A

L N

O T

E S

A N

D S

U R

V E

Y N

O T

E S

VERT

UTB

USCG

USACE

TYP

TOS

TOL

TOB

STA

SSS

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MSF

MLW

MLLW

MHW

IWW

KBIC

HORZ

FDOT

FDEP

EOB

EL / ELEV

EHW

EHB

ECL

DWG

DMMA

COR

CHN.

CBL

BLVD

ARDM

APPROX

VERTICAL

UPPER TURNING BASIN

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TURNING BASIN

STATION

STREET

SITE SIX SOUTH

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

MAGNETIC SILENCING FACILITY

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

KINGS BAY INNER CHANNEL

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EXPLOSIVE HANDLING WHARVES

EXPLOSIVE HANDLING BASIN

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

AUXILIARY REPAIR DRY DOCK MEDIUM

APPROXIMATE

AREA TO BE DREDGED (SEE GENERAL NOTE 6)

VARIOUS CHANNEL SEGMENTS AS INDICATED ON SHEET G-03.

VISUAL PURPOSES TO AID IN DISTINGUISHING BETWEEN

6. VARIATION OF SHADING ON THE DREDGE AREAS ARE FOR

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

5. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY

DRAWINGS TO THE EXTENT APPLICABLE.

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

4. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

CONSTRUCTION OF THIS PROJECT.

NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SUCH FEATURES THAT HE/SHE DETERMINES ARE

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

ALL UNITS ARE U.S. SURVEY FEET.

SYSTEM NORTH AMERICAN DATUM OF 1983 (NAD83).

THE GEORGIA STATE PLANE EAST ZONE COORDINATE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

THE INITIALS OR SIGNATURES AND REGISTRATION

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE

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PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 31 DEC 2010.

SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING

REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE 12.

SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE

DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE 11.

AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.10.

RGE-H, RGE-I, STA 45+436 TO 46+200 & DRY DOCK SILL & MOORING SB-36 12 AUG 18

RGE-F, RGE-G, EHW-2 & WARPING WHARF SB-36 11 AUG 18

SITE-6, RGE-D, RGE-E & MSF SB-36 10 AUG 18

RGE-C & RGE-D SB-36 9 AUG 18

RGE-A, RGE-A1, RGE-A2 & RGE-B SB-36 8 AUG 18

RGE-I, STA 46+300 TO 48+175 & REFIT WHARF SB-36 30 JUL & 3 AUG 18

VESSEL DATE OF SURVEY AREA SURVEYED

ARE IN HIGH FREQUENCY.

MODEL 835C SMARTSOUNDER WITH A DUAL-FREQUENCY (28/200KHZ) TRANSDUCER. SOUNDINGS SHOWN

VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T20P MULTIBEAM SYSTEM AND A ROSS 9.

NOAA TIDAL STATION 867-9511, KINGS BAY, GA, FOR RGE-G THRU RGE-I (INSIDE WRA)

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, FL, FOR RANGE-A THRU RANGE-G (OUTSIDE WRA)

BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA’S VDATUM

WATER (MLLW) TIDAL DATUM, TIDAL EPOCH 1983�2001, AS REPORTED BY THE

DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW 8.

TIDE STAFF SET FROM NOS TIDAL BM “9511F”

REFERENCE BASE LOCATED AT “USCG KINGS BAY ARP" FOR RGE-G, STA 39+100 TO RGE-I, STA 48+175

TIDE STAFF SET FROM DMA “KBFD-1, 1980”

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" FOR RGE-D, STA 22+547 TO RGE-G, STA 39+100

TIDE STAFF LOCATED AT FERNANDINA MUNICIPAL MARINA SET FROM “RICHARD E. BONNER”

RGE-C, STA 22+547: REFERENCE BASE LOCATED AT "BATH HOUSE ARP" FOR RGE-A, STA 0+000 THRU

FOLLOWING REFERENCE BASE LOCATIONS:

THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE 7.

ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.6.

OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE 5.

KINEMATIC TIDAL DATUM MODEL (KINGSBAY-2013 06 26.KTD).

TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS USING A HYPACK 4.

ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.3.

(MLLW) TIDAL DATUM.SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER 2.

REFER TO SURVEY NO. 18-228. 1.

ATLANTA

VALDOSTA

SAVANNAH

MACON

AUGUSTA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

TAMPA

N.T.S.

CANAVERAL

ST AUGUSTINE

GAINESVILLE

GULF OF MEXICO

ATLANTIC OCEAN

CHARLESTON

FLORIDA

GEORGIA

ALABAMA

CAROLINA

SOUTH

BRUNSWICK

OF WORK

LOCATION

LOCATION MAP

ST LUCIE

JOLLY RIVER

R A

N G E -I

R A N G E -H

R A N G E -F

RANGE-G

R A

N G

E -E

R A

N G

E -D

R A

N G

E -C

R A

N G

E -B

R A

N G

E -A

RANGE-A1

RANGE-A

L C

R E E

A N

G E -I

E R C

R E E K

STA 3

RANGE-D

ISLAND

STAFFORD

ISLAND

TIGER

ISLAND

POINT

DRUM

GROIN FIELD

FORT CLINCH

STATE LINE (TYP.)

G E

N E

P R

O J E

C T O

V E

R V

G-03

PROJECT OVERVIEW

1500' 3000'0

N A V A L S U B M A R I N E B A S E K I N G S B A Y

C A M D E N C O U N T Y

N A S S A U C O U N T Y

F L O R I D A

G E O R G I A

P O

T P

E T E

R C

R E

E K

-K

-G

O v e rv ie w .d g n

A T L A N T I C O C E A N

Y= 270,000

Y= 260,000

Y= 280,000

Y= 290,000

Y= 300,000

Y= 275,000

Y= 265,000

Y= 285,000

Y= 295,000

Y= 255,000

MOORING AREA

PORT SECURITY BARRIER

REFIT WHARVES

SMALL BOAT BASIN

EXPLOSIVE HANDLING WHARVES

EXPLOSIVE HANDLING BASIN

SITE SIX - NORTH

SITE SIX - SOUTH

MAGNETIC SILENCING FACILITY - NORTH

DREDGING EXCLUSION ZONE

P R O J E

I M I T S

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

BID ITEM

NOTE:

CHANNEL LOCATION

STATIONING

BEGIN END AREA

DISPOSAL

DESIGNATED

(CY)

DEPTH

REQUIRED

(CY)

OVERDEPTH

ALLOWABLE

YARDS

CUBIC

TOTAL

(FT)

DEPTH

REQUIRED

SEGMENT

CHANNEL

BASE

OPTION A

OPTION B

OPTION D

OPTION F

OPTION H

RANGE-H TO -I

RANGE-G TO -H

RANGE-E TO -G

SSS & ARDM YOKE,

EHW,

REFIT WHARVES,

48+17543+300

39+141 43+300

39+14131+800

47 & 45

47 & 44

3938+80036+850

43+32041+420 47

4748+175

48+175 47, 46 & 45

TOTAL:

34+233

SITE SIX NORTH

ARDM YOKE

AND

REFIT WHARVES

QUANTITIES AT TIME OF DREDGING WILL VARY.

REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH QUANTITIES BASED UPON ANTICIPATED SHOALING.

S T.

M A R Y S

R I V E

S T. M A R Y S R I V E R

CLINCH

FORT

CUMBERLAND ISLAND

C U M B E R L A N

D S

O U N D

C U M B E R L A N

D S

O U N D

C U M B E R L A N

D S

O U N D

CUMBERLAND ISLAND

K I N G S B A Y E N T R A N C E C H A

N N E L

OPTION C

D/A-2 300,000

600,000

D/A-C

230,000

70,000

D/A-C 55,000

D/A-C 35,000

D/A-2

10,000

20,000

DRYDOCK CAISSON SILL

D/A-2

INTERIOR OF MAGNETIC

2ND DREDGING:

SILENCING FACILITY (MSF) N/A* N/A* 44 D/A-C

OPTION G 44 D/A-C 20,000

MAGNETIC SILENCING

FACILITY (MSF) SOUTH 30+368 31+949

CAISSON SILL & MOORING

D/A-C AND D/A-2 65,000

D /A -2

P O S A L A

R E A

D /A -C

P O S A L

L A

N D C

R A B

L A

N D

D/A-C

100,000 200,000

200,000400,000

120,000 110,000

50,000 20,000

15,000 40,000

25,000

10,000 10,000

N/A* N/A*

45,000 65,000

45,000 20,000

810,000 630,000 1,440,000

N/A*

N/A* N/A*

*OPTIONS D, E & F ARE PAID BY JOB; OPTION E IS DESCRIBED IN SPECS.

34+233.1

45+850.4

& MOORING FACILITY

EXPLOSIVE HANDLING

WHARVES (EHW)

AND EXPLOSIVE

HANDLING BASIN (EHB)

AND UPPER TURNING

BASIN (UTB)

AND MAGNETIC SILENCING

FACILITY (MSF) NORTH

SITE SIX SOUTH (SSS)

36+548

S O

A T

N N

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N E

D B

D E

S C

M A

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S U

B M

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D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B O

B E

R G

E N

M A

T E

N A

N C

E D

R E

D G

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

G A

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

W E

N O

V E

M B

E R

859,848.99

866,210 SC

865,174.11

866,092.38

877,190 SC

876,656.40

887,895.07

292,228.99

287,700 SC

286,831.55

287,675.63

245,330 SC

245,067.46

255,327.18

BBBW69

N/A

BBBW88

BBDK29

BC0166

BBCK39

BBCB08

867 9511 F TIDAL

KBFD-1

SITE-6

USCG KINGS BAY ARP

872 0030 TIDAL 34

RICHARD E. BONNER

BATH HOUSE ARP

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

BATH HOUSE ARP

872 0030 TIDAL 34

RICHARD E. BONNER

867 9511 F TIDAL

BBBW69

SITE-6

BBBW88

USCG KINGS BAY ARP KBFD-1

HORIZONTAL CONTROL.

TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR

2. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

1. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

NOTES:

16.57

11.10

N/A

13.95

11.17

N/A

12.52

7.15

15.32

22.23

10.12

7.35

27.87

EXIST, ALERT USACE PERSONNEL FOR FURTHER DIRECTION.

IDENTIFIER (PID) OR GAGE STATION ID SHOWN FOR THE PPCP. IF DIFFERENCES ARE FOUND TO

NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT

CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS)

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE VERIFIED FOR

CONSTRUCTION, OR IS AN ATTEMPT TO REPRODUCT SAID SURVEY IS DESIRED.

CONTROL MARKS. THE POSITIONS SHOWN ON THAT SURVEY MUST BE USED DURING

SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE POSITIONS OF THESE

THE PPCP AND TIDE CALIBRATION SITES FOR THIS PROJECT ARE LISTED BELOW. REFER TO THE

PRIMARY PROJECT CONTROL POINTS (PPCP):

FOR THE KTD FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES

SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES

THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO DUPLICATE A PROJECT SURVEY

THE KTD FILE REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO

FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF THIS, THE KTD

OR GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET

MODEL. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM

SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS. THOUGH DERIVED FROM THE

TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC

HYDRODYNAMIC TIDAL MODEL VERSION 3, AND LOCAL TIDE STATION DATA. THIS MODEL WAS USED

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA VDATUM

TIDAL MODEL:

TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC HEIGHTS ARE REFERENCED

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER (MLLW), BASED ON

:VERTICAL REFERENCE SYSTEM

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS

STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE

(SPCS)EAST ZONE (1001). MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL

(NAD83). GRID COORDINATES ARE SHOWN IN THE GEORGIA STATE PLANE COORDINATE SYSTEM

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF 1983

:HORIZONTAL REFERENCE SYSTEM

DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE PLANS.

TIDAL CALIBRATION BENCH MARKS, “KTD”FILE NAME AND GEOID MODEL ASSOCIATED WITH THE

REFER TO THE ACCOMPANYING “SURVEY NOTES”FOR THE SURVEY CONTROL MARK POSITIONS,

NOTES AND AS TABULATED WITHIN THESE PLANS.

REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN THE SURVEY REPORT, SURVEY

UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS ARE

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED

:CONSTRUCTION SURVEY POSITIONING CRITERIA

PPCP: INNER CHANNEL867 9511KINGS BAY, GEORGIA

PPCP: ENTRANCE CHANNEL872 0030FERNANDINA BEACH

NOAA MLLW TIDE CALIBRATION GAGES

PPCP: INNER CHANNELBBBW69867 9511 F TIDAL

PPCP: INNER CHANNELN/AKBFD-1

PPCP: INNER CHANNELBBBW88SITE-6

PPCP: INNER CHANNELBBDK29USCG KINGS BAY ARP

PPCP: INNER CHANNELBC0166872 0030 TIDAL 34

PPCP: ENTRANCE CHANNELBBCK39RICHARD E. BONNER

PPCP: ENTRANCE CHANNELBBCB08BATH HOUSE ARP

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

CHANNEL CONTROL DATA NOTES:

REVISION 22 AUGUST 2016

NAVAL STATION KINGS BAY CHANNEL FRAMEWORK REPORT

S B

H B

S S

M S

B R

S S

16LS

M S

R S

XIV

XIII XII

RS15

RS16

RS17

RS19

RS18

R A

N G

E -D

S T

REFIT WHARVES

PORT SECURITY BARRIER MOORING AREA

SMALL BOAT BASIN

SITE SIX

MAGNETIC SILENCING FACILITY

POINTS

P.I.

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

SB02

SB01

859,411.51

860,115.82

292,566.46

291,627.22

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

HB05

HB04

HB03

HB02

HB01

860,666.46

860,638.28

862,500.18

862,845.04

864,423.26

291,592.38

291,387.42

289,457.43

289,329.23

289,065.75

CONTROL POINTS

(EHB) EXPLOSIVE HANDLING BASIN

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CONTROL POINTS

(SS) SITE SIX OPERATING AREA

SS03

SS02

SS01

864,108.08

867,344.70

867,481.22

289,118.37

285,813.71

285,952.47

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

BR04

BR03

BR02

BR01

868,115.00

867,285.00

868,305.74

283,585.00

283,718.00

283,518.00

283,349.67

YXPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

MS02

MS01

867,914.38

869,014.94

283,581.22

282,505.57

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CUTPOINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CONTROL POINTS

CHANNEL TOE LEFT SIDE

LS19

LS18

LS17

LS16

LS15

LS14

LS13

LS12

LS11

LS10

RANGE-I

RANGE-H & I

RANGE-H

RANGE-G

RANGE-F & G

RANGE-E

857,489.78

857,474.02

858,962.41

859,249.97

859,415.45

860,629.26

861,850.08

865,687.15

866,779.13

868,458.82

295,120.00

294,929.50

293,175.24

292,991.96

292,833.16

291,629.14

290,422.90

288,399.15

287,269.00

284,119.29

CUT POINTS

P.I.

COORDINATES (NAD 83)

GEORGIA EAST ZONE

CUT

XIV

XIII

XII

857,604.48

859,419.36

861,709.70

865,853.78

866,908.45

869,379.82

295,302.47

293,163.40

290,900.40

288,655.68

287,582.11

282,949.05

RANGE-I

RANGE-H & I

RANGE-G & H

RANGE-F & G

RANGE-E & F

RANGE-D & E

RS19

RS18

RS17

RS16

RS15

RS14

RS13

RS12

RS11

RS10

RS09

857,955.61

858,192.00

858,643.71

859,160.87

859,164.81

859,588.75

861,159.70

862,144.15

864,179.74

866,640.06

869,619.96

295,508.56

295,593.00

295,752.56

295,143.73

293,999.78

293,334.83

292,093.51

291,566.34

289,949.13

288,616.45

283,030.03

RANGE-I

RANGE-H & I

RANGE-H

RANGE-G

RANGE-F

RANGE-D & E

KINGS BAY INNER CHANNEL

CONTROL POINTS

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL TOE RIGHT SIDE

CONTROL POINTS

(SBB) SMALL BOAT BASIN

(BR) BOAT RAMP CONTROL POINTS

CONTROL POINTS

(MSF) MAGNETIC SILENCING FACILITY

BOAT RAMP

EXPLOSIVE HANDLING BASIN

EXPLOSIVE HANDLING WHARVES

CRAB ISLAND ACCESS CHANNEL

500' 1000'0

-K

-G

C o n tr o l.

d g n

G-04

G E

N E

X 870000

X 860000

X 865000

X 870000

P.I. STA. 45+436.46 RANGE-H & I

P.I. STA. 42+216.70 RANGE-G & H

P.I. STA. 48+241.70 RANGE-I

P.I. STA. 37+503.73 RANGE-F & G P.I. STA. 35+998.77 RANGE-E & F

P.I. STA. 30+747.78 RANGE-D & E

RANGE-E

R A

N G

E-D

RANGE-F

RANGE-G

RANGE-H

RANGE-I

UPPER TURNING BASIN

C O

N T

R O

L D

A T

A I

N N

E R C

H A

N N

E L

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBIC MD FY19\080 - Plans\01 General\G-04

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B O

B E

R G

E N

M A

T E

N A

N C

E D

R E

D G

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

G A

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

W E

N O

V E

M B

E R

N C

SPILL WAY

FFP2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBIC MD FY19\080 - Plans\05 Civil\C-01

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B O

B E

R G

E N

M A

T E

N A

N C

E D

R E

D G

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

G A

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

W E

N O

V E

M B

E R

49.4

51.1

51.1 50.6

50.5

50.4

50.3

50.1

50.0

49.9

49.8

49.8 49.8

49.8

49.7

49.6

49.6 49.6

49.6

49.5

49.5 49.5

49.5

49.4

49.4 49.4

49.4

49.4 49.4

49.4

49.4 49.4

49.4

49.3 49.3

49.3

49.2

49.2 49.2

49.2

49.2 49.1

49.1

49.1 49.1

49.1

49.0

49.0 49.0

49.0

48.9

48.9 48.9

48.9

48.9 48.9

48.9

48.8

48.8 48.8

48.8

48.8 48.8

48.8

48.8 .8

48.7

48.7 48.7

48.7

48.7 48.7

48.7

48.6

48.6 48.6

48.6

48.5 48.5

48.5

48.5 48.5

48.4

48.4 48.4

48.4

48.3

48.2 48.2

48.2

48.2 48.2

48.2

48.2 .2

.2 48

48.1

48.0

47.9

47.9 47.9

47.9

.9 47

47.8

47.7

.7 47

47.6 47.6

47.6

47.6 47.6

47.6

47.5

47.5 47.5

47.5

47.5 47.5

47.5

47.5 47.5

47.5

47.4

47.4 47.4

47.4

47.4 47.4

47.4

47.4 47.4

47.4

47.4 47.4

47.4

47.4 47.4

47.4

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.2

47.2 47.2

47.2

47.1

47.1 47.1

47.1

47.1 47.1 47.1

47.1

47.0

47.0 47.0

47.0

47.0 47.0

47.0

46.9

46.9 46.9

46.9

46.9 46.9

46.9

46.9 46.9

46.9

46.8

46.8 46.8 46.8

46.8

46.8 46.8

46.8

46.8 46.8

46.8

46.7

46.7 46.7

46.7

46.7 46.7

46.7

46.7 46.7

46.7

46.7 46.7

46.7

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.5 46.5

46.5

.5 46

46.4

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.2

46.2 46.2

46.2

46.1

46.1 46.1

46.1

46.1 46.1

46.1

46.0 46.0

46.0

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.2

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

44.9

44.8

44.8 44.8

44.8

44.7 44.7

44.7

44.6

44.5

44.4

44.3

44.2

44.1

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.8

43.7

43.7 43.7

43.7

43.6

43.5

43.4

43.3

43.2

43.1

43.1 43.0

43.0

42.9

42.8

42.7

42.6

42.5

42.4

42.3

42.2

42.1

42.0

41.9

41.7

41.4

41.3

41.1

41.0

40.9

40.8

40.7

40.6

40.5

40.4

40.2

40.0 39.9

39.8

39.7

39.6

39.5

39.3

39.2

39.0

38.8

38.6

38.5

38.4

38.3

38.2

38.0

37.9

37.9 37.9

37.7

37.6

37.4

37.3

37.1

37.0

36.8

36.7

36.6

36.5

36.3

36.1

36.0

35.9 35.9

35.8

35.7

35.5

35.3 35.2

35.0

34.9

34.7

34.6

34.5

34.4

34.2

33.9

33.8

33.7

33.6

33.5

33.2

33.1

33.0

32.9

32.8

32.6

32.5

32.4

32.3

32.2

32.1

31.8

31.6

31.5

31.4

31.3

31.2

31.1

30.9

30.7

30.6

30.4

30.3

30.2

29.9

29.7

29.6

29.4

29.3

29.2

29.1

29.0

28.9

28.8

28.8 28.8

28.7

28.6

28.5

28.4

28.2

28.2 28.2

27.9

27.8

27.7

27.6

27.3

27.1

26.9

26.8

26.7

26.6 26.6

26.6

26.5

26.4

26.3

26.2

26.1

26.0

25.9

25.8

25.7

25.6

25.5

25.4

25.1

25.0

24.9

24.8

24.7

24.6 24.6

24.4

24.3

24.2

24.2 24.2

24.2

24.1

24.0

24.0 24.0

24.0

23.8

23.7

23.7 23.7

23.7

23.7 23.7

23.6

23.5

23.4

23.3

23.2

23.1

22.9

22.9 22.9

22.9

22.8

22.7

22.6

22.5

22.4

22.3 22.3

22.3 22.2

22.2

22.1

22.1 22.0

22.0

21.9

21.9 21.9

21.9

21.8

21.7

21.6

21.5

21.4

21.3

21.3 21.2

21.2

21.1

21.0

21.0 21.0

21.0

20.9

20.8

20.7

20.5

20.3

20.2

20.1

20.0

19.9

19.7

19.6

19.5

19.4

19.3

19.2

19.1

18.9

18.8

18.7

18.6

18.4

18.3

18.2

18.1

18.0

17.9

17.8 17.7

17.6

17.5

17.4

17.3

17.2

17.1

16.9

16.8

16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.0

15.9

15.9 15.8

15.8

15.7

15.6

15.5

15.2

15.1

15.0

14.9

14.7 14.7

14.7

14.6

14.6 14.6

14.5

14.4

14.3

14.2

14.1

14.0

13.8 13.8

13.8

13.7

13.6

13.5

13.5 13.4

13.4

13.3

13.1

13.0

12.9

12.8

12.7

12.6

12.6 12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.6

11.3

11.2

11.1

11.0

10.9

.8 10.7

10.7

10.6

10.5

10.4

10.2

10.1

10.0

10.0 9.8

9.8

9.7

9.6

9.5

9.4

9.2

8.8

8.6

8.5

8.4

8.3 8.3

8.3

8.2

8.0

7.8

7.7

7.5

7.4

7.2

7.1

7.0

6.9

6.8

6.6

6.5

6.3

6.2

6.1

6.0 5.9

5.8

5.7

5.6

5.3

5.2

5.0

4.9

4.7

4.6

4.6 4.5

4.2

4.1

3.9

3.8

3.6

3.5

3.4

3.2

3.0

2.8

2.6

2.5

2.2

2.0

1.9

1.7

1.4

1.3

1.2

1.1

1.0

0.9

0.7

0.6

V B -K

-5

V B -K

-6

"MOORING BUOY"

LT-56

"LT-50"

"MOORING BUOY"

"LT-53"

"LT-58"

"RNBL-52"

PLANE COORDINATES

AIDS TO NAVIGATION

X Y

MOORING BUOY (12/16)

859,260 294,102

859,228 294,529

859,241 294,927

859,265 295,341

858,627 295,487

LT - 50 (08/18)

LT BUOY - 52 (08/18)

LT - 53 (08/18)

LT - 54 (MISSING - 8/18)

LT - 56 (08/18)

LT - 58 (08/18)

861,983 291,835

292,504860,808

859,256 292,884

293,959859,331

859,078 295,404

S T

C-07

C-08

C-10

C-01

D R

A W

G N

A M

E H

E R

200' 400'0

X = 857000

X = 859000

Y 0X

= 860000

Y 0X

= 861000

X = 862000

Y 0X

= 863000

X = 864000

X = 863000

X = 860000

X = 862000

X = 855000

X = 856000

X = 858000

(TYP.)

EDGE OF WATER

APPROXIMATE

(SEE NOTE 2)

SECURITY ARC

GATES

S T

.I S

T A .7

A N

G E -G H

BASIN (EHB)

HANDLING

EXPLOSIVE

PLANE COORDINATES

YXMOORING FACILITY

DRY DOCK CAISSON GATE

858,161 295,582

858,186 295,506

857,980 295,432

857,933 295,490

LOCATION OF THE LABEL LEADER.

* COORDINATES GIVEN CLOCKWISE AT THE

(BASE)

(OPTION D & H)

(BASE)

UPPER TURNING BASIN (UTB)

S T

A .7

SHEET NOTES:

S T

T A .4

A N

G E -H I

RANGE-I

RANGE-H

DREDGING PLAN

D R

E D

G P

A T

O S

T A E

H B R

F W

2 FOOT ALLOWABLE OVERDEPTH

46 FOOT REQUIRED DEPTH PLUS

GATE SILL

DRYDOCK CAISSON

FOR INSET "3"

SEE DRAWING C-12

WATERFRONT RESTRICTED AREA

EXPLOSIVE HANDLING WHARVES (EHW)

(OPTION B & H)

FOR DREDGING PLAN, SEE DRAWING C-05

PLUS 2 FOOT ALLOWABLE OVERDEPTH

EHB - 47 FOOT REQUIRED DEPTH (BASE)

MATERIAL TO BE PLACED IN D/A-

M A

T C

H L

E S

H E

E T C -0

T A R

A N

G E -G

REFIT WHARVES

(OPTION C & H)

FOR DREDGING PLAN, SEE DRAWING C-04

2 FOOT ALLOWABLE OVERDEPTH

46 FOOT REQUIRED DEPTH PLUS

MOORING FACILITY

DRYDOCK CAISSON GATE

2 FOOT ALLOWABLE OVERDEPTH

UTB - 45 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

RANGE-I - 47 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-2

2 FOOT ALLOWABLE OVERDEPTH45 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-

2 FOOT ALLOWABLE OVERDEPTH 47 FOOT REQUIRED DEPTH (BASE) PLUS

SPECIFICATION SECTION 01 11 00.

IN PARAGRAPH "COORDINATION WITH THE NAVY" IN

COORDINATED WITH NAVSUBASE POC AS SPECIFIED

2. WORK INSIDE SECURITY ARCS SHALL ALSO BE

ADJACENT TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING

PROPERTY AND WATERFRONT STRUCTURES"

PARAGRAPH TITLED "ADJACENT

1. SEE SPECIFICATION SECTION 35 20 23

FOR XY COORDINATES

SEE TABLE BELOW

TO BE PLACED IN D/A-2

A B

C D

S T

SPILL WAY

ILL

WAY

SIMON LAKE RD (NORTH)

USS JAMES MONROE AVE.

WILL ROGERS ROAD

SIMON LAKE (SOUTH)

SIMON LAKE RD (SOUTH)

WILL ROGERS RD

W A T

E A T

M E

C E

WILL ROGERS RD

A R

D M

C E

A D

ALE

XAN

DER

R O

A D

PATROL ROAD

USS

AMES

MONROE

AVE.

F L

O A

G S

P U

D B

A R

G E

FFP2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBIC MD FY19\080 - Plans\05 Civil\C-02

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B O

B E

R G

E N

M A

T E

N A

N C

E D

R E

D G

A N

-F

O O

T P

R O J E

C T

C A

M D

E N C

O U

N T

G E

O R

G A

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

W E

N O

V E

M B

E R

43.6

37.9

30.4

51.3

51.2

51.1

51.0

50.9

50.7

50.6

50.5

50.4

50.3

50.2

50.1

50.0

49.9

49.8

49.7

49.6

49.5

49.5 49.5

49.5

49.4

49.3

49.3 49.3

49.3

49.3 49.3

49.3

49.2

49.1

49.0 49.0

49.0

49.0 49.0

49.0

48.9

48.9 48.9

48.9

48.9 48.9

48.9

48.9 48.9

48.9

48.8

48.8 48.8

48.8

48.8 48.8

48.8

48.7

48.7 48.7

48.7

48.6

48.5

48.5 48.5

48.5

48.5 48.5

48.4

48.4 48.4

48.4

48.3 48.3

48.3

48.3 48.3

48.3

48.2

48.1

48.1 48.1

48.1

48.0

47.9

47.9 47.9

47.9

47.9 47.9

47.9

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.7

47.6

47.6 47.6

47.6

47.5 47.5

47.5

47.5 47.5

47.5

47.4

47.4 47.4

47.4

47.3

47.2

47.2 47.2

47.2

47.2 47.2

47.2

47.1

47.1 47.1

47.1

47.1 47.1

47.1

47.0

47.0 47.0

47.0

47.0 47.0

47.0

47.0 47.0

47.0

47.0 47.0

47.0

47.0 47.0

47.0

46.9

46.9 46.9

46.9

46.9 46.9

46.9

46.8

46.8 46.8

46.8

46.8 46.8

46.8

46.8 46.8

46.8

46.7

46.7 46.7

46.7

46.7 46.7

46.7

46.7 46.7

46.7

46.7 46.7

46.7

46.6

46.6 46.6 46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.6

46.6

46.6 46.5

46.5

46.5 46.5

46.5

46.5 46.5 46.5

46.5

46.5 46.5

46.5

46.4

46.4 46.4

46.4

46.4 46.4

46.4

46.4 46.4

46.4

46.4 46.4

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.2

46.2 46.2

46.2

46.2 46.2

46.2

46.1

46.1 46.1

46.1

46.0

46.0 46.0

46.0

46.0 46.0

46.0

46.0 46.0

46.0

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.5

45.5 45.5

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.3 45.3

45.3

45.3 45.3

45.3

45.2

45.1

45.1 45.1

45.1

45.0

45.0 45.0

44.9 44.9

44.9

44.9 44.8

44.8

44.7

44.6

44.5

44.5 44.5

44.4

44.4 44.4

44.3

44.2

44.1

44.0

43.9

43.8

43.8 43.8

43.8

43.7

43.7 43.7

43.7

43.6

43.6 43.6

43.6

43.5

43.5 43.4

43.4

43.3

43.2

43.2 43.2

43.1

43.0

43.0 42.9

42.9

42.8

42.8 42.8

42.7

42.6

42.5

42.4 42.4

42.4

42.3

42.2

42.1

42.0

41.9 41.9

41.9

41.8 41.8

41.7 41.7

41.7

41.7 41.6

41.6

41.5

41.5 41.5

41.5

41.4 41.4

41.4

41.4 41.4

41.3

41.2

41.1

41.0

40.9

40.9 40.8

40.8

40.7

40.7 40.7

40.6

40.5 40.5

40.5

40.4

40.4 40.3

40.3

40.2

40.1

40.1 40.1

40.1 40.0

40.0

39.9

39.8

39.7

39.6

39.6 39.5

39.5

39.4

39.3

39.2

39.1 39.1

39.1

39.0

39.0 39.0

38.9 38.9

38.9

38.8

38.7

38.6

38.6 38.6

38.6

38.5

38.4

38.3

38.2

38.1

38.1 38.1

38.1

38.0 38.0

37.9

37.9 37.8

37.8

37.7

37.6

37.5

37.4

37.4 37.4

37.3

37.2

37.1

37.0

36.9

36.8

36.7

36.6

36.5

36.5 36.5

36.5

36.4 36.4

36.4

36.4 36.4

36.4

36.3 36.3

36.3

36.2

36.1

36.0

35.9

35.8

35.7

35.6

35.5

35.4

35.3

35.2 35.1 35.0

34.9

34.8

34.7

34.6

34.5

34.4

34.3

34.2

34.0

33.9

33.8

33.7

33.6 33.6

33.6

33.5

33.4

33.3

33.2

33.1

33.0

32.9

32.9 32.8 32.7

32.7

32.5

32.4

32.3

32.2

32.1

32.0

31.8

31.7

31.5

31.1

31.0

30.8

30.6

30.5

30.2

30.1

30.1 29.9

29.7

14.8

29.4

29.3

29.1

29.0

29.0 28.9

28.9

28.8

28.7

28.6

28.5

28.5 28.5

28.4

28.3 28.3

28.3

28.2

28.1

27.9

27.7

27.6 27.4

27.3

27.3 27.2

27.2

26.9

26.9 26.6

26.6

26.5

26.3

26.2

26.1 26.0

25.9

25.8 25.7

25.7

25.6

25.5

25.4

25.3

25.2

25.2 25.0

25.0

24.9

24.8

24.7

24.6

24.5

24.5 24.5 24.5

24.4

24.3

24.2

24.1

24.1 24.1

24.1

24.0

23.9

23.8

23.7

23.6

23.5

23.4

23.4 23.3

23.2

23.1

23.0

22.9

22.8 22.8

22.8

22.7 22.7

22.7

22.7 22.5 22.5

22.4

22.3 22.3

22.2

22.1

22.0

21.9 21.9

21.8

21.7 21.7

21.6

21.5

21.4

21.3

21.3 21.3

21.3

21.3 21.2

21.2 21.2

21.2

21.1

21.0 21.0 21.0

21.0

21.0 20.9

20.9

20.8

20.7

20.6

20.6 20.6

20.6

20.5

20.5 20.4

20.4 20.4

20.3

20.2

20.1

20.1 20.0

20.0 20.0

20.0

19.9

19.9 19.9

19.9

19.8 19.8

19.8

19.8 19.7

19.7

19.6

19.5

19.4

19.3

19.3 19.3

19.3 19.2 19.2

19.1

19.0

18.9 18.9

18.9

18.9 18.9

18.9

18.8

18.7

18.7 18.6

18.6

18.6 18.6

18.6

18.5

18.4

18.4 18.4

18.4

18.3

18.3 18.3 18.3

18.3

18.2 18.2

18.2

18.1

18.1 18.1

18.1

18.0

17.9

17.9 17.9

17.9

17.8

17.7

17.7 17.7

17.7

17.7 17.6 17.6 17.6

17.5

17.5 17.5

17.5

17.4

17.3

17.2

17.2 17.2

17.2 17.1

17.1

17.0 17.0 17.0

17.0

16.9

16.8

16.8 16.8

16.8

16.8 16.7

16.7

16.6

16.6 16.6

16.6

16.5

16.4

16.4 16.4

16.4

16.3

16.2

16.1

16.1 16.1

16.1

16.0

15.9

15.8

7.9

15.8

15.7

15.7 15.7

15.7

15.6

15.5

15.5 15.5

15.5

15.4

15.3

15.3 15.3 15.2

15.2

15.1

15.1 15.1

15.1

15.0 15.0

15.0

14.9

14.8

14.8 14.8

14.8

14.7

14.6

14.5 14.5

14.5

14.4

14.3

14.2

14.2 14.1

14.1

14.0

13.9

13.8

13.7

13.6

13.6 13.6

13.6

13.6 13.5

13.5

13.4

13.3

13.2

13.1

13.1 13.1

13.1

13.0

12.9

12.8 12.8

12.8

12.8 12.7

12.7

12.7 12.7

12.7

12.6

12.5

12.4

12.4 12.4

12.4

12.3 12.3

12.3

12.2 12.1

12.1 12.1

12.0

11.9

11.9 11.9

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.0

10.9

10.5

10.4

10.3

10.2

10.0

9.9

9.8

9.7

9.6

9.4

9.2

9.1

9.08.8

8.7

8.5

8.3

8.1

8.0

7.7

7.6

7.4

7.3

7.2

7.1

7.0

6.96.8

6.86.7

6.7 6.6

6.6

6.3

6.3 6.3

6.2

6.1

6.0 5.8

5.6 5.6

5.5

5.1 5.1

5.1

4.8

4.7 4.7 4.6

4.5

4.3

4.2

4.13.9

3.7 3.6

3.63.6

3.6

3.5

3.4

3.3

3.2

3.1

3.0

2.9

2.7

2.6

2.4

2.3

2.2

2.1 2.1

2.0

1.9

1.9 1.9

1.9

1.8

1.7

1.6

1.4

1.2 1.1

0.9

0.8

0.7

0.6

0.3

0.1 0.1

+0.1

+0.3

+0.5 +0.6

VB-

KBI

C1 6-

VB-

KBI

C1 3-

VB-

KBI

C1 6-

VB-

KB1

"LT-48"

"MOORING BUOY"

"WARNING SIGN"

LT-46

PLANE COORDINATES

AIDS TO NAVIGATION

X Y

864,146 290,024

865,076 289,496

865,707 289,301

864,559 289,677

864,597 289,825

864,332 289,226

864,237 289,018

864,287 289,152

DBN-78 (12/17)

WARNING SIGN (06/17)

MOORING BUOY (12/16)

867,425 288,418

LT - 46 (08/18)

LT - 48 (08/18) 863,930

866,673 288,773

290,366

S T

C-08

S T

Y=289,891.55

X=862,102.86 Y=289,140.57

X=863,974.67 S

T A

S T

T A .7

N G

E -F G

SITE SIX NORTH

S T

(BASE)

-K

-C

N P

L N .d g n

C-02

200' 400'0

2 FOOT ALLOWABLE OVERDEPTH

44 FOOT REQUIRED DEPTH (BASE) PLUS

0 X

2 FOOT ALLOWABLE OVERDEPTH

EHB - 47 FOOT REQUIRED DEPTH (BASE) PLUS

2 FOOT ALLOWABLE OVERDEPTH

EHB - 44 FOOT REQUIRED DEPTH (BASE) PLUS

WATERFRONT RESTRICTED AREA

EXPLOSIVE HANDLING BASIN (EHB)

(BASE)

2 FOOT ALLOWABLE OVERDEPTH

47 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-C MATERIAL TO BE PLACED IN D/A-C

M A

T C

H L

E S

H E

E T C

-0 S

T A

A N

G E -G

M A

T C

H L

E S

H E

E T C -0

T A

A N

G E -F

SHEET NOTES:

RANGE-F

RANGE-G

DREDGING PLAN

MATERIAL TO BE PLACED IN D/A-C

2 FOOT ALLOWABLE OVERDEPTH

39 FOOT REQUIRED DEPTH (BASE) PLUS

SITE SIX NORTH

THE NAVY" IN SPECIFICATION SECTION 01 11 00.

NAVSUBASE POC AS SPECIFIED IN PARAGRAPH "COORDINATION WITH

2. WORK INSIDE SECURITY ARCS SHALL ALSO BE COORDINATED WITH

INSTRUCTIONS REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND WATERFRONT STRUCTURES" FOR

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

(TYP.)

EDGE OF WATER

APPROXIMATE

BARRIER

FLOATING SECURITY

(SEE NOTE 2)

SECURITY ARCS

(TYP.)

EDGE OF UPLANDS

APPROXIMATE

D R

E D

G P

L A

S T

A T

O S

T A E

H B S

S -N

S T

X A

N D

T O

N R

O A

PATR

ROAD

ARDM

ACCES

ROAD

F L

O A

G S

P U

D B

A R

G E

50.2 50.2

49.9

49.3

49.2

48.9 48.8

48.6

48.2

47.8

47.7

47.5

47.3

47.2

47.1

47.0

46.9

46.8

46.7

46.6

46.5

46.4

46.3

46.2

46.1

46.0

45.9

45.8

45.7

45.6 45.6

45.5

45.4

45.3

45.1

45.0

44.9

44.8

44.7

44.6 44.6

44.4

44.3

44.2

43.9

43.8

43.7

43.1

42.4

41.7

41.4

41.1

40.9

39.1

38.6

37.2

36.1

36.0

35.4

34.7

34.4

33.3

31.8

31.3

31.2

30.7

30.6

28.4

28.3

26.8

26.5

24.9

24.8

24.4

5.9

22.8

22.5

22.0

21.9

21.1

19.6

19.3

19.1

17.3

15.5

15.1 15.1

15.0

12.6

11.3

11.0

10.5

9.9

59.5 9.

29.

9.0

8.7

58.4

8.3

8.3 8.

77.7

7.2

7.1 7.0

5.8

5.7

5.3 5.1

04.9

V B -K

B -4

V B -K

-0

V B -K

B -4

V B -K

B -W

V B -K

-0

V B -K

-4

V B -K

B -6

V B -K

B -6

V B -K

B -W

V B -K

-0

MSF RR

MSF FR

"DR"

"DBN-79"

BUOY

"TIE BACK"

BUOY

"TIE BACK"

"DBN-78"

"LT BUOY-43"

WARNING LIGHT

"LT BUOY-45"

LT-44

MSF FR

MSF RR

PLANE COORDINATES

AIDS TO NAVIGATION

X Y

867,250 285,734

866,549 287,308

MSF FR (06/17)

MSF RR (06/17)

DR SIGN (06/17)

MSF FR (06/17)

WARNING LT (06/17)

TIE BACK BUOY (12/16)

MSF RR (06/17)

868,858 284,822

868,978 284,894

869,241 284,404

869,363 283,848

869,507 283,906

867,687 283,029

DBN - 79 (12/17) 867,618 287,662

DBN-78 (12/17) 867,425 288,418

LT BUOY - 43 (08/18)

LT - 44 (08/18)

LT BUOY - 45 (08/18) 867,378

868,336

868,980 282,471

285,800

285,584

11 12

S T

A R

A N

G E -D

SHEET NOTES:

284,083.60868,421.19

284,422.57868,240.42

284,395.98867,901.29

284,066.23867,908.11

284,059.67867,790.42

283,547.07867,949.31

283,585.00868,115.00

868,212.05 283,607.21

868,770.51 283,061.39

283,890.80868,484.68

284,319.46869,208.54

284,435.86869,143.74

SUBMERGED PIPELINES OR CABLES AREA

MSF NO DREDGING, SPUDS, ANCHORS,

PLANE COORDINATES

GA EAST ZONE NAD 83(86)

POINT

CONTROL

X Y

S T

R A

N G

E -E S

T A .3

R A

N G

E -E S

T A .1

S T

DRUM POINT ISLAND

Y=284,381.01

X=867,710.29

(BASE)

(OPTION A & H)

SITE SIX - SOUTH

ARDM YOKE

15' ( SEE NOTE 1 )

(TYPICAL)

MSF EASTERN RANGE BUOYS

-K

-C

N P

L N .d g n

C-03200' 400'0

S T

A T

O S

T A

M S

F S

S -S

D R

E D

G P

L A

X= 864000

00 X= 866000

X= 866000

X= 867000

X= 868000

X= 869000

X= 870000

X= 871000

X= 872000

2 FOOT ALLOWABLE OVERDEPTH

44 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-C

2 FOOT ALLOWABLE OVERDEPTH

45 FOOT REQUIRED DEPTH (OPTION A AND OPTION H) PLUS

MATERIAL TO BE PLACED IN D/A-C

2 FOOT ALLOWABLE OVERDEPTH

44 FOOT REQUIRED DEPTH (BASE) PLUS

M A

T C

H L

E S

H E

E T C -0

T A

A N

G E -F

RANGE-F

RANGE-E

RANGE-D

DREDGING PLAN

MATERIAL TO BE PLACED IN D/A-C

S T

CLUSTER PILES.

WITH THE FINGER PIERS AND STOP WHEN IT GETS WITHIN 15 FT OF THE

3. WHEN APPROACHING THE MSF SLIP AREA, THE DREDGE SHALL BE IN LINE

MAGNETIC SILENCING FACILITIES (MSF) EASTERN RANGE BUOYS.

2. ALL SUBMERGED DREDGE PIPELINES SHALL BE ROUTED AROUND THE

DREDGING ADJACENT TO STRUCTURES.

AND WATERFRONT STRUCTURES" FOR INSTRUCTIONS REGARDING

1. SEE SPECIFICATION 35 20 23 PARAGRAPH TITLED "ADJACENT PROPERTY

MAGNETIC SILENCING FACILITY - INTERIOR

MATERIAL TO BE PLACED IN D/A-C

2 FOOT ALLOWABLE OVERDEPTH

44 FOOT REQUIRED DEPTH PLUS (OPTION G)

ALLOWED IN THIS AREA. (SEE NOTE 2)

MSF NO DREDGING, SPUDS, ANCHORS, SUBMERGED PIPELINE OR CABLES

DREDGING EXCLUSION ZONE:

MAGNETIC SILENCING FACILITY - SOUTH (OPTION G)

MEDIUM AUXILIARY REPAIR DRY…

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