B.08.02 Plans_Kings_Bay_Sub_Base_FY21_20201106.pdf

PDF 16 MB Posted Nov 24, 2020

Attached to: Naval Submarine Base Kings Bay, Maintenance Dredging 44, 45, And 47-Foot Project, Camden County, Georgia
Solicitation number: W912EP21B0003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Written by GovTribe AI · Dec 28, 2023

This solicitation seeks maintenance dredging services for the Naval Submarine Base Kings Bay in Camden County, Georgia. The base bid and three options involve dredging various locations to required depths between 39 to 47 feet, with disposal at designated areas, and include bird monitoring and standby time. The base bid work must be completed within 290 calendar days of notice to proceed, while options A, B, and C have durations of 5, 64, and 46 calendar days respectively. The total estimated value is between $10 million and $25 million. Bids are due by December 29, 2020. This is a total small business set-aside solicited through beta.Sam.gov and prospective vendors must register as interested vendors to receive amendments. The NAICS code is 237990 and size standard is $30 million.

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Other files

File	Type	Posted
C.04.01 Bid Opening Sign In Sheet W912EP21B0003, KB Sub Base FY21.pdf	PDF	Dec 29, 2020
C.04.01 Abstract W912EP21B0003, KB Sub Base FY21 (002).pdf	PDF	Dec 29, 2020
B.08.03 W912EP21B0003 KB Sub Base FY21, Amendment 0002.pdf	PDF	Dec 17, 2020
B.08.03 W912EP21B0003 KB Sub Base FY21, Amendment 0001.pdf	PDF	Dec 4, 2020
B.08.02 21B0003Volume2Specs_RTA.pdf	PDF	Nov 24, 2020
B.08.02 GDR_KBIC_FY21 - Final_updated_08-06-2020.pdf	PDF	Nov 24, 2020
B.08.02 21B0003Volume1Specs_RTA.20201124.pdf	PDF	Nov 24, 2020

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PROJECT OVERVIEW

C-10

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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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

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

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DREDGING PLAN - EHW AND INSETS 1 & 2

PLAN AND PROFILE INSET 3 AND CAISSON GATE SILL DREDGING SECTION

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SOLICITATION NO.:

DISPOSAL PLAN - D/A-1 & D/A-2

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W912EP-21-B-0003

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DISPOSAL PLAN - DMMA D/A-2

DISPOSAL PLAN - DMMA D/A-1

DISPOSAL PLAN - CROSS SECTIONS

(EARTH, 45^)

EXISITNG SOIL

FULL SECTION

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

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IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

UPLAND DISPOSAL AREA

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

49.5

TITLE

PID AF31

STAGING / UNLOADING AREA

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

PLAN VIEW

VIBRACORE BORING

CORE BORING

SPONSOR PROVIDED HISTOTIC BORING

IDENTIFIER

VB-JH99-22

P-JH99-22

CB-JH99-22

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

GENERAL NOTES LEGEND - NAVIGATION REFERENCE SYMBOL KEY SURVEY NOTES - CHANNEL

GENERAL SYMBOLOGY

PROJECT CHANNEL

DREDGING AREAS

DREDGING EXCLUSION AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

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UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

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TOLERANCE

TOP OF BERM

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STATION

STREET

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REQUEST FOR INFORMATION

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POINT OF INTERSECTION

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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

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BOULEVARD

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(RIPRAP)

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STATE/COUNTY BOUNDARY LINE

SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

6. AERIAL IMAGERY ON SHEETS C-12 AND C-13 IS FROM 2019.

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR

CENTERLINE.

SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE

THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR

NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR

(NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS

INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988

TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE

(MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER

THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

COORDINATE SYSTEM OF 1983, GEORGIA EAST ZONE, AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

AS A SURVEY, PROPERTY BOUNDARY DESCRIPTION, CONVEYANCE, OR DETERMINATION OF LEGAL TITLE.

A LAND SURVEY, NOR SHOULD IT BE INTERPRETED AS A SUBSTITUTE FOR A LEGAL SURVEY OR TO BE USED

MISAPPLICATION OR MISUSE OF THE DATA. IN NO WAY DOES THIS PRODUCT REPRESENT OR CONSTITUTE

INTENT IS STRICTLY AT THE RISK OF THE USER. THE USACE ASSUMES NO RESPONSIBILITY FOR

VALID FOR ITS INTENDED USE, CONTENT, TIME, AND ACCURACY SPECIFICATIONS. ANY USE BEYOND THIS

WITHIN THE KING’S BAY DREDGED MATERIAL MANAGEMENT AREAS (DMMAS). AS SUCH, THESE DATA ARE ONLY

8. THE DATA DESCRIBED HEREIN WERE GENERATED FOR THE SPECIFIC PURPOSE OF DETERMINING VOLUMES

7. ALL POSITIONS ARE SHOWN IN THE UNITS OF U. S. SURVEY FEET.

6. FINAL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

AND ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT).

5. THE HORIZONTAL POSITIONS IN THE STATE PLANE COORDINATE SYSTEM, ZONE 1001 (GEORGIA EAST ZONE), AVERAGE OFFSET OF 0.00 FEET, AND A 95TH PERCENTILE OF ±0.47.

A ROOT MEAN SQUARE DIFFERENCE (RMSDV) OF 0.30 FEET, A STANDARD DEVIATION (SV) OF 0.16 FEET, AN

KINGS BAY NAVAL BASE. A COMPARISON OF THE LIDAR TERRAIN ELEVATIONS TO THE CONTROL, INDICATED

4. THESE DATA WERE CALIBRATED TO 12 CORRESPONDING GPS DERIVED SURVEY LOCATIONS WITHIN THE

PERFORMED.

FIVE-FOOT RESOLUTION GRIDDED RASTER TERRAIN MODEL, OR DIGITAL ELEVATION MODEL (DEM), WAS

BASE. FINAL INTERPOLATION OF THE NATIVE, IRREGULARLY SPACED LIDAR POINT CLOUD DATA, INTO A

CALIBRATION OF THE 2019 LIDAR TO 12 GPS DERIVED CONTROL LOCATIONS WITHIN THE KINGS BAY NAVAL

HEIGHTS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AND ABSOLUTE

COORDINATE SYSTEM GEORGIA EAST ZONE, CONVERSION OF ELLIPSOID HEIGHTS TO ORTHOMETRIC

(CESAJ-EN-DG). THIS INCLUDED CONVERSION OF GEOGRAPHIC COORDINATE DATA TO THE STATE PLANE

3. DATA WAS PROCESSED TO SUIT PROJECT NEEDS BY THE JACKSONVILLE DISTRICT GEOMATICS SECTION

AIRBORNE LIDAR BATHYMETRY TECHNICAL CENTER OF EXPERTISE (JALBTCX) ON 28 SEPTEMBER 2019.

2. TOPO-BATHYMETRIC LIDAR DATA WAS ACQUIRED BY THE US ARMY CORPS OF ENGINEERS (USACE) JOINT

1. REFER TO USACE SURVEY NUMBER 20-216, LIDAR GROUND CALIBRATION AND ADJUSTMENT.

SURVEY NOTES - DMMA

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

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

THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

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

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

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

RANGE-G, STA 39+200 TO 42+217 & RANGE-H5 SEP 2020SB-36

RANGE-F, STA 36+800 TO 37+504 & RANGE-G, STA 37+600 TO 39+100 4 SEP 2020SB-36

RANGE-I & UTB 29 AUG 2020SB-36

RANGE-E & RANGE-F, STA 35+999 TO 36+700 24 AUG 2020SB-36

SITE-6 (SOUTH) & ARDM YOKE10 & 12 AUG 2020SB-36

EHW-2 & WARPING WHARF2 AUG 2020SB-36

VESSEL DATE OF SURVEY AREA SURVEYED

IN HIGH FREQUENCY.

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

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

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

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

PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO THE

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, AS REPORTED BY THE NATIONAL OCEANIC

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" (OPUS PID # BBCB08), FOR ENTIRE PROJECT.

FOLLOWING REFERENCE BASE LOCATION:

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

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

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

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

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

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

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

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

1. REFER TO SURVEY NO. 20-258.

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

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

THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

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

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

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

EHW-1 & WARPING WHARF, RGE-H (PART) 16 JUN 2020 SB-36

RANGE-I & REFIT WHARF31 MAY 2020 SB-36

RANGE-G, STA 39+200 TO 42+217 & RANGE-H30 MAY 2020 SB-36

RANGE-A, RANGE-A1 & RANGE-A2 29 MAY 2020 SB-36

RANGE-D (REM), RANGE-C & RANGE-B 28 MAY 2020 SB-36

SITE-6 (SOUTH), MSF, RGE-E & RGE-D (PART) 27 MAY 2020 SB-36

RANGE-F & RANGE-G, STA 37+504 TO 39+10026 MAY 2020 SB-36

DATE OF SURVEY AREA SURVEYED VESSEL

IN HIGH FREQUENCY.

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

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

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

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

PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO THE

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, AS REPORTED BY THE NATIONAL OCEANIC

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" (OPUS PID # BBCB08), FOR RANGE-D THRU RANGE-I.

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID # BBDK29), FOR RANGE-A THRU RANGE-C.

FOLLOWING REFERENCE BASE LOCATION:

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

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

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

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

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

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

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

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

1. REFER TO SURVEY NO. 20-212.

EXPANDED BASIN

SURVEY NOTES - ONLY USED FOR SITE SIX NORTH

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GULF OF MEXICO

ATLANTIC OCEAN

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LOCATION MAP

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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

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 C T

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

RANGE-H TO -I

RANGE-G TO -H

RANGE-E TO -G

39+141 43+300

39+14131+800 44

3938+80036+850

43+32041+420

4748+175

TOTAL:

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

600,000

D/A-1

230,000

90,000

D/A-1 40,000

D/A-1 25,000

D/A-2

5,000

15,000

DRYDOCK CAISSON SILL

D/A-2

N/A* N/A*

D/A-2 200,000400,000

110,000

60,000 30,000

20,000 20,000

20,000

5,000 10,000

N/A*

N/A* N/A*

44,000

652,000 1,830,000

N/A*

N/A* N/A*

34+233.1

& MOORING FACILITY

EXPLOSIVE HANDLING

WHARVES (EHW)

AND EXPLOSIVE

HANDLING BASIN (EHB)

BASIN (UTB)

AND MAGNETIC SILENCING

FACILITY (MSF) NORTH

SITE SIX SOUTH (SSS)

36+548

47 & 44

OPTION C D/A-1

OPTION A

FIELD-CUT WEIR

RISER BOARDS N/A* N/A*

A R E A

P O S A L

D /A -1

DISPOSAL

M A

D/A-2

AREA 2

P O S

A L A

R E

D /A -M

Y= 295,000

Y= 290,000

Y= 285,000

Y= 280,000

Y= 300,000

-K

-G

I0 .d g n

15,000 10,000D/A-1

371,000 415,000

43+300 48+175 47 & 45 D/A-2 200,000 300,000AND UPPER TURNING 100,000

38+800

1,178,000

120,000

N/A* N/A*

SSN

EHW

SSS & ARDM YOKE

REFIT WHARVES

45 25,000

36+850 39 D/A-1 22,000 13,000 35,000

41+420 47 D/A-1 30,000 5,000 35,000

47 D/A-2 15,000 5,000 20,000

46 D/A-2

38+800

43+320

45+850.4 48+175

N/A* N/A* N/A*

SITE SIX NORTH (SSN)

34+233.1 36+548

DREDGING)

(SECONDARY

OPTION B

& MOORING FACILITY

DRYDOCK CAISSON SILL

N/A* N/A*

45+850.4

36+780.6

* SEE BID SCHEDULE. ITEM NOT PAID BY CUBIC YARDS.

D /A -C

P O S A L A

R E A C

R A B

L A

N D

EXPANDED BASIN

SITE SIX NORTH

CHANNEL CONTROL DATA NOTES:

PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE

CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD” FILE NAME AND GEOID MODEL

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR THE SURVEY

TABULATED WITHIN THESE PLANS.

SITE-CALIBRATED TO) THE PPCPs WITHIN THE SURVEY REPORT, SURVEY NOTES AND AS

REAL-TIME NETWORK (RTN) GPS OBSERVATIONS, AND BE REFERENCED TO (AND/OR

PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK-GPS) OR

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST BE

: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

REVISION 08 MARCH 2019

NAVAL STATION KINGS BAY CHANNEL FRAMEWORK REPORT

SURVEY CONTROL AS TABULATED, ACCOMPANYING THE DESIGN SURVEY(S).

PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY FURNISHED HEREIN MUST USE THE

SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR REACH/CUT/ETC. OF THIS

CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND VERTICAL

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES:

FOR “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

TO BE CONSIDERED EQUIVALENT. ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY

PUBLISHED SITES. AS A RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT

COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT THOSE

CALCULATION. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM

VDATUM MODEL IF IT WERE to be USED AS A STAND ALONE PRODUCT FOR THE navd88-mllw

VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE

FOR REAL TIME VERTICAL DATUM CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE

THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) ALLOWING

NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE DATE OF 06 MARCH 2018.

THE NAVD88-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS DERIVED FROM THE

TIDAL MODEL:

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE

1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE NATIONAL OCEANIC AND

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

: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

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

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

1983 (NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL REFERENCE

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

:HORIZONTAL REFERENCE SYSTEM

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

CUT

POINTS

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

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

-K

-G

I0 .d g n

867 9511 F TIDAL

KBFD-1

USCG KINGS BAY ARP

BBBW69

N/A

BBDK29

292,230.SC

287,700.SC

287,675.63

859,850.SC

866,210.SC

866,092.39

12.52

7.15

22.24

16.57

11.10

N/A

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

WAS USED FOR A PARTICULAR SURVEY.

REFERENCED SURVEYS FOR INFORMATION REGARDING WHICH MONUMENT

3. REFER TO THE ACCOMPANYING SURVEY NOTES FOR EACH OF THE ABOVE

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:

MLLW NAVD88 EASTING NORTHING PID DESIGNATION

SITE CONTROL POINTS FOR CHANNEL SURVEYS

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

/6 /2

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBIC MD FY21 (Sub Base)\080 - Plans\01 General\G-04

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

M A

T E

N A

N C

E D

R E

D G

N D

-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

B O

A U

S T

W E

P -2

-B -0

U S C

G K

G S B

A Y A

R P

K B F D -1

F T

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

/6 /2

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBIC MD FY21 (Sub Base)\080 - Plans\05 Civil\C-01

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

M A

T E

N A

N C

E D

R E

D G

N D

-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

B O

A U

S T

W E

P -2

-B -0

30.2

23.6

5.7

48.8

48.6 48.3

48.2

47.9

47.6

47.5 47.2

47.2

47.0

46.9

46.8

46.7

46.4

46.2

41.3

35.0 29.6 26.0 20.7 15.3

10.4

26.9

49.3

49.2

49.1

49.0

.9 48.8

48.8

48.7

48.4

48.3

48.2

48.1

48.0

12.0

48.0

47.9

47.8

47.7

47.7 47.7

47.7

47.6

47.5

47.5 47.5

47.5

47.4

47.3

47.3 47.3

47.3

47.2

47.1

47.0

47.0 47.0

46.9

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

46.6

46.6 46.6

46.6

46.6 46.6

46.6

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

46.3

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

46.1 46.1

46.1

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

45.7

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

45.5 45.5

45.5

45.4

45.4 45.4

45.4

45.3

45.3 45.3

45.3

45.3 45.3

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.1

45.1 45.1 45.1

45.1

45.0

45.0 45.0

45.0 45.0 45.0

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9 44.9

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.7

44.7 44.7

44.7

44.7 44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.5

44.5 44.5

44.4 44.4

44.4

.4 44

44.3

44.3 44.3

44.3 44.3 44.3

44.2

44.1

44.1 44.1 44.1

44.1

44.1 44.1

44.1

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.9 43.9

.9 43

43.8

43.8 43.8

43.7

43.6

.6 43

43.5 43.5

43.5

43.5 43.5

43.4

43.3

43.2

43.2 43.2

43.2

43.1

43.0 43.0

43.0

42.9

42.8

.8 42

42.7

42.6

42.5

42.4

42.3

42.2

42.2 42.2

.2 42

42.1

42.0

42.0 42.0

41.9 41.9

41.9

41.8

41.7

41.6

41.5

41.5 41.5

41.4

41.3

41.2

41.2 41.2

41.1

41.0

40.9

40.8

40.7

40.1

40.0

39.9

39.8

39.6

39.5

39.3

39.2

39.0

38.5

38.3

38.1

38.0

37.9

37.8

.6 37

37.5

37.3

37.2

37.1

37.0

36.9

36.8

36.7

36.6

36.3

36.2

36.1

35.9

35.5

35.4

35.3

34.9

34.8

34.6

34.6 34.5

34.4

34.1

34.0

33.6

33.5

33.2

33.1

33.0

32.9

32.8

32.7

32.6

32.3

32.0

31.9

31.8

31.6

31.4

31.1

30.7

30.5

30.4

30.2

30.1

29.9

29.7

29.6

29.4

29.3

29.1

29.0

28.9

28.8 28.7

28.6

28.5

28.3

28.2

28.1

28.0

27.5

27.0

26.9

.7 26

26.6 26.5

26.3

26.2

26.0

25.8

25.7

25.6

25.5

25.4

25.2

25.1

25.0

24.9

24.8

24.2 24.1

24.1

24.0

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.6

22.5

22.4

22.3

22.2

22.1

22.0

21.9

21.8

21.6

21.4

21.2

21.1

21.0

20.6

20.5

20.2

20.2 2

20.1

19.8

19.7

19.6

19.5

19.4

19.3

19.2

4.8

18.9

18.8

18.7

9.3

18.6

18.4

18.3

18.1

18.0

17.9

17.8

17.7

17.4

17.2

17.1

17.0

16.9

16.8

16.7

16.6

16.4

16.3

16.0

15.9

15.7

15.4

15.3

15.2

14.9

14.8

14.6

14.4

14.2

14.0

13.9

13.6

13.1

13.0

12.9

12.8

12.6

12.1

11.9

11.5

11.2

11.1

10.8 10.7

10.7

10.4

10.3

10.0

9.8

9.6

4.7

9.4

8.9

8.8

8.6

8.5

8.4

8.3

4.1

8.1

8.0

7.9

7.8

7.7

7.3

6.6

6.2

5.9

5.3

5.1

5.0

3.4

3.2

2.8

VB-KBIC19-08

VB-KBIC19-09

VB-KBIC19-10

VB-KBIC19-06

VB-KBIC19-07

VB-KBIC16-6

VB-KBIC19-03

VB-KBIC19-04

VB-KBIC16-5

VB-KBIC19-05

C-06

C-07

C-09

S T

"MOORING BUOY"

LT-56

"MOORING BUOY"

"LT-53"

"LT-58"

"LT-52"

"LT-60"

LT-54

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

858,690 295,881LT - 60 (8/20)

859,061 295,383LT - 58 (08/20)

859,312 293,938LT - 56 (08/20)

859,253 292,856LT - 53 (08/20)

860,807 292,506LT - 52 (08/20)

LT - 54 (08/20) 859,702 293,383

C-01

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 = 857000

X = 858000

X = 859000

X = 856000

X = 858000

(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)

UPPER TURNING BASIN (UTB)

S T

A .7

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-10

WATERFRONT RESTRICTED AREA

EXPLOSIVE HANDLING WHARVES (EHW)

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

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

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

FOR XY COORDINATES

SEE TABLE BELOW

TO BE PLACED IN D/A-2

A B

C D

S T

(BASE)

(BASE & OPTION B)

SHEET GENERAL NOTES

200' 400'0

(BASE & OPTION B)

SMALL BOAT BASIN

(TYP.)

EDGE OF WATER

APPROXIMATE

-K

-C

N .d g n

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

THE SPECIFIED OFFSET DISTANCE.

AND ADJUST THE DREDGING LIMITS AS NECESSARY TO PROVIDE

SHALL VERIFY THE LOCATION OF ALL STRUCTURES PRIOR TO DREDGING

REGARDING DREDGING ADJACENT TO STRUCTURES. CONTRACTOR

PROPERTY AND WATERFRONT STRUCTURES" FOR INSTRUCTIONS

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

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

ARDM ACCESS ROAD

USS

AMES

MONROE

AVE.

F L

O A

G S

P U

D B

A R

G E

FFP2

38.6

46.3

45.8

41.2

41.1

37.1

30.7

14.5

26.1

51.6

51.3

51.2

51.1

51.0

50.7

50.6 50.5

50.4

50.3

50.2

50.0 50.0

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

49.3 49.3

49.3

49.2

49.2 49.2

49.2

49.1 49.1

49.1

49.0

48.9

48.9 48.8

48.8

48.8 48.8

48.8

48.7

48.6

48.6 48.6

48.6

48.5

48.5 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

48.2 48.2

48.2

48.1 48.1

48.1

48.1 48.1

48.1

48.0

48.0 48.0

48.0

48.0 48.0

48.0

47.9

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.8 47.8

47.8

47.7

47.7 47.7

47.7

47.6 47.6

47.6

47.6 47.6

47.6

47.5

47.5 47.5

47.5

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

47.2

47.2 47.2

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

47.1 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

46.8

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

46.5

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

46.4

46.4 46.4

46.4

46.3 46.3 46.3

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.3 46.3

46.2 46.2

46.2

46.1

46.1 46.1 46.1

46.1

46.1 46.1

46.1

46.1 46.1

46.1

46.1 46.1

46.1

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

45.9 45.9

45.9

45.8 45.8

45.8

45.8 45.8

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

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4 45.4

45.4

45.3

45.2

45.2 45.2

45.2

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.8

44.8 44.8

44.8

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.5

44.5 44.5

44.4

44.4 44.4

44.4

44.3

44.3 44.3

44.3

44.2

44.2 44.2

44.2

44.1

44.1 44.1

44.1

44.0

44.0 44.0

44.0

44.0 44.0

44.0

43.9

43.8

43.8 43.8

43.8

43.7

43.7 43.7 43.7

43.7

43.7 43.7

43.6

43.6 43.6

43.5

43.5 43.5

43.4

43.3

43.2

43.2 43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

42.9 42.9

42.9

42.8 42.8

42.8

42.8 42.8

42.7

42.6

42.6 42.6

42.6

42.6 42.5

42.5

42.4 42.4

42.3

42.3 42.3

42.3

42.3 42.3

42.3

42.2

42.1

42.1 42.1

42.1

42.1 42.0

42.0

41.9

41.9 41.9 41.9

41.9

41.8

41.8 41.8

41.8

41.8 41.8

41.8

41.8 41.8

41.8

41.8 41.8

41.8

41.7 41.7

41.7 41.7 41.7

41.7 41.7

41.7

41.6

41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.4

41.4 41.4

41.4

41.3

41.3 41.3 41.3 41.3

41.3

41.3 41.3 41.3

41.3

41.2 41.2 41.2

41.2

41.2 41.2

41.2

41.1

41.1 41.1

41.0 41.0

41.0

40.9

40.8

40.7

40.6

40.6 40.6

40.6

40.6 40.6

40.5

40.4

40.3

40.2

40.2 40.2

40.2

40.1

40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.8

39.8 39.8

39.7

39.7 39.7

39.6

39.5

39.4

39.4 39.4

39.3

39.2

39.1

39.0

38.9

38.8 38.8

38.8 38.7

38.6

38.5

38.4

38.3

38.3 38.2

38.2

38.1

38.0

37.9

37.8

37.7

37.7 37.7

37.7

37.6

37.4

37.3

37.2

37.1

37.1 37.1

37.0 37.0

36.9

36.8

36.7

36.5 36.5

36.4

36.2 36.2 36.2

36.1 36.1

36.1

36.0

35.9

35.8

35.6

35.5

35.5 35.5

35.5

35.4

35.4 35.4

35.3

35.2

35.1 35.0

35.0

34.9

34.8

34.6

34.5 34.5

34.5

34.4

34.3

34.2

34.1

34.1 34.1

34.1 34.0

34.0

33.9

33.8

33.7

33.5

33.4

33.1

33.0

32.9

32.8

32.7

32.6

32.5 32.5

32.4

32.4 32.3 32.3

32.3

32.2 32.1

32.1

32.0

31.9 31.8

31.6

31.5

31.4

31.3

31.2

31.1

31.1 31.1

30.9

30.8

30.7

30.5 30.5

30.5

30.4

15.2

30.4

30.3

30.2

30.2 30.2

30.1 15.1

30.1

30.0

29.9

29.7

29.6

29.5

29.4

29.4 29.3

29.2

29.1

29.0

29.0 29.0

29.0

28.9

28.7

28.6

28.6 28.3

28.2

28.1 28.1

28.1

28.0

27.9

27.8

27.7

27.6

27.5 27.5

27.4

27.3

27.0

26.9 26.7

26.7

26.6

26.5

26.4

26.3

13.1

26.0

25.9

25.9 25.8

12.9

25.5

25.5 25.5

25.5

25.4

25.3

25.3 25.1

25.1 25.1

25.1

25.0

24.9

24.8

24.7

24.7 24.7 24.7

24.7

24.6

24.5

24.4

24.3

24.1

12.0

23.9

23.8

23.7

23.7 23.7

23.6

11.8

23.5

23.4

23.3

23.3 23.3

23.3

23.2

23.1

23.0 23.0 23.0 23.0

23.0

22.9

22.8

22.7

22.6 22.6 22.4

22.4

22.4 22.4 22.4

22.3

22.2

22.1

22.0

22.0 21.9

21.9

21.9 21.8

21.8 21.8

21.8

21.7

21.6 21.6

21.6 21.5

21.5 21.5

21.5

21.4

21.4 21.4

21.4

21.3 21.3

21.3

21.2

21.1 21.1

21.1

21.0

21.0 21.0

21.0

20.9 20.9

20.8

20.7

20.6

20.6 20.6

20.5

20.5 20.5

20.5

20.4

20.3

20.3 20.3

20.3

20.2

20.2 20.2

20.2

20.1

20.1 20.1 20.1

20.1

20.1 20.0

20.0

19.9

19.9 19.9

19.9

19.8

19.7

19.7 19.7

19.7 19.6

19.6

19.5 19.5

19.5

19.4

19.4 19.4

19.4

19.4 19.4

19.4

19.3 19.3

19.3

19.3 19.3 19.3

19.2

19.1 19.1

19.1

19.1 19.1

19.0 19.0 19.0 19.0

18.9

18.9 18.9 18.9

18.9

18.8 18.8

18.8

18.8 18.7 18.7

18.7 18.7 18.7

18.7

18.6 18.6

18.6

18.6 18.6

18.6

18.5

18.5 18.4 18.4

18.4 18.4

18.4

18.4 18.3

18.3

18.3 18.3

18.3

18.3 18.3

18.2

18.2 18.2

18.1

18.1 18.1

18.1

18.1 18.1

18.0

18.0 18.0

17.9

17.9 17.8

17.8

17.8 17.8

17.7

17.7 17.7

17.7

17.6

17.6 17.6

17.6

17.5

17.4

17.4 17.4

17.4

17.4 17.3

17.3

17.3 17.2

17.2

17.1

17.0

17.0 17.0

16.9

16.9 16.9

16.9

16.8

16.8 16.8

16.8

16.7

16.6

16.5

16.5 16.5

16.5

16.5 16.5

16.4

16.3

16.3 16.3

16.3

16.2

16.2 16.2 16.2

16.0

15.9

15.9 15.9

15.8

15.8 7.9

15.8

15.7

15.6

15.5 15.5 15.5

15.5

15.4

15.3

15.2

15.1

15.1 15.1

15.0

14.9

14.8

14.7

14.7 14.7

14.7

14.6

14.5

14.4

14.2

14.1

14.0 14.0

14.0

13.9

13.8

13.8 13.8

13.6

6.8

13.4

13.3

13.2

13.0

13.0 12.9

12.8

12.7

12.6

10.9

12.6

12.5

12.4 12.4

12.4

12.3

12.2

12.1

12.1 12.1

12.0

12.0 12.0

6.0

12.0

11.9 11.9

11.9

11.8

11.7

11.6 11.6

11.5

11.5 11.5

11.4

11.3

11.3 11.3

11.2 11.1

11.1

11.0

10.9

10.9 10.8

10.8

10.6

10.6 10.6

10.4

10.2

10.0

9.9

9.8

9.5

9.2 8.8

8.7

8.5

8.2

8.1

7.9

7.8

7.7

7.6

7.5

7.3

7.2

7.1 7.0 6.9 6.7

6.6

6.5

6.4

6.3

6.2

3.0

5.9

5.8 5.7 5.6

5.6 5.4

5.4

5.1

4.9

4.8

4.6

4.5

4.3

4.1

4.0

3.5

3.4

3.33.2 3.2

1.6

3.1

3.0

2.9

2.7

2.6 2.6

2.6

2.5

2.4

2.4 2.2

2.1 2.1

2.12.1 2.0

2.0

1.9

0.9

1.7

1.6

0.8

1.4

1.0

0.7

VB-KBIC13-2

VB-

KBI

C1 6-

VB-

KB1

VB-KBIC13-1

VB-KBIC16-2

VB-KBIC19-14

VB-KBIC19-15

VB-KBIC19-16

VB-KBIC19-11

VB-KBIC19-12

VB-KBIC19-13

SPT-7

SPT-8

SPT-10

SPT-9

SPT-11

SPT-6

SPT-4

SPT-3

S T

C-07

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

N G

E -F G

SITE SIX NORTH

S T

(BASE)

C-02

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)

2 FOOT ALLOWABLE OVERDEPTH

47 FOOT REQUIRED DEPTH (BASE) PLUS

MATERIAL TO BE PLACED IN D/A-2 MATERIAL TO BE PLACED IN D/A-1

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

RANGE-F

RANGE-G

DREDGING PLAN

MATERIAL TO BE PLACED IN D/A-2

(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

SHEET GENERAL NOTES

100' 200'0

-K

-C

N .d g n

2 FOOT ALLOWABLE OVERDEPTH

39 FOOT REQUIRED DEPTH (BASE & OPTION B) PLUS

SITE SIX NORTH

(BASE & OPTION B)

SITE SIX NORTH

EXPANDED BASIN

MATERIAL TO BE PLACED IN D/A-1

2 FOOT ALLOWABLE OVERDEPTH

39 FOOT REQUIRED DEPTH (OPTION C) PLUS

SITE SIX NORTH - EXPANDED BASIN

S T

(OPTION C)

SEE NOTE 3

3. DATA SHOWN LANDWARD OF THIS LINE IS FROM SURVEY 20-212.

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

TO PROVIDE THE SPECIFIED OFFSET DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS NECESSARY

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

INSTRUCTIONS REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND WATERFRONT STRUCTURES" FOR

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

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

/6 /2

D R

A W

G D

A T

E N

A M

A N

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBIC MD FY21 (Sub Base)\080 - Plans\05 Civil\C-02

N A

V A

L S

U B

M A

E B

A S

E K

G S B

A Y

M A

T E

N A

N C

E D

R E

D G

N D

-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

B O

A U

S T

W E

P -2

-B -0

POINT (Y) NORTHING(X) EASTING

INFORMATION

DESIGN MOORING

STATE PLANE COORDINATES (NAD83(90) GAHP-EF)

BUOY 11

BUOY 7

BUOY 10

BUOY 9

BUOY 8

BUOY 6

BUOY 4

BUOY 3

BUOY 5

BUOY 2

BUOY 1

862688.4

865337.9

862934.0

863431.4

863933.2

865001.5

864553.0

864333.0

864644.0

864305.0

864234.0

289371.7

289464.5

289275.4

289177.1

289098.6

289581.7

289652.0

289204.0

289840.0

289150.0

289019.0

BUOY 10

BUOY 11

BUOY 9

BUOY 8

BUOY 1

BUOY 2

BUOY 3

BUOY 4

BUOY 5

BUOY 6

BUOY 7

"LT-48"

"MOORING BUOY"

"WARNING SIGN"

LT-46

PLANE COORDINATES

AIDS TO NAVIGATION

X Y

864,146 290,024

865,076 289,496

864,559 289,677

864,597 289,825

864,332 289,226

864,237 289,018

864,287 289,152

MOORING BUOY (12/16)

863,919 290,354LT - 48 (08/20)

865,707

MOORING BUOY (12/16)

289,301WARNING SIGN (06/17)

LT - 46 (08/20) 866,676 288,784

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

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

45.0

40.9

31.7

26.7

50.2

49.9

49.8

49.7

49.2

48.6

48.5

48.5 48.5

48.5

48.4

48.2

48.1

48.0

47.9 47.9

47.9

47.8

47.7

47.7 47.7

47.7

47.6

47.5

47.5 47.5

47.4

47.4 47.4

47.3

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

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

46.7

46.7 46.7

46.7

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

46.4

46.4 46.4

46.4

46.4 46.4

46.4

4…

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