Amendment_0003_Plans_18B0008.pdf

PDF 15 MB Posted Oct 3, 2018

Attached to: U. S. Naval Station Mayport, Duval County, Florida, Maintenance Dredging, 50-Foot Project, Entrance Channel and Turning Basin
Solicitation number: W912EP18B0008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Amendment 0003 Plans 18B0008

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File	Type	Posted
Abstract_18B0008.xlsx	XLSX spreadsheet	Oct 12, 2018
Amendment_0004_18B0008.pdf	PDF	Oct 9, 2018
18-226_XYZ.zip	ZIP file	Oct 2, 2018
A00003__Revise_Sec_35_20_23_18B0008.pdf	PDF	Oct 2, 2018
Site_Visit_Roster_for_Mayport_Dredging_18B0008.pdf	PDF	Sep 7, 2018
A00002_CHANGING_CALL_IN_NUMBER_FOR_PREPOSAL_MTG_18B0008_.pdf	PDF	Sep 6, 2018
AMENDMENT_A00001_REVISED_DRAWING_G03_W912EP18B0008.pdf	PDF	Sep 1, 2018
18-092_JAX-HBR-BARCUT-3_16MAR2018_3X3AVG_FLORIDA II.xyz	XYZ file	Aug 28, 2018
18-092_USNS MAYPORT_TURNING BASIN_01-MAR-2018_LF_SB-46_ALLPTS.xyz	XYZ file	Aug 28, 2018
18-092_USNS MAYPORT_SMALL BOAT BASIN_01-MAR-2018_LF_SB-46_ALLPTS.xyz	XYZ file	Aug 28, 2018
18-092 USNS MAYPORT EC AROUND TO SECURITY FENCE 28 FEB 18 3X3 AVG SB-46.xyz	XYZ file	Aug 28, 2018
Volume2Specs_18B0008.pdf	PDF	Aug 28, 2018
Plans_FY18_18B0008.pdf	PDF	Aug 28, 2018
Volume1Specs_18B0008.pdf	PDF	Aug 28, 2018
18-092 USNS MAYPORT EC STA 00+00-53+00 2 MAR 18 3X3 AVG SB-46.xyz	XYZ file	Aug 28, 2018
18-092_JAX-HBR-BARCUT-3_15MAR2018_3X3AVG_FLORIDA II.xyz	XYZ file	Aug 28, 2018
18-092_USNS MAYPORT_DESTROYER SLIP_01-MAR-2018_LF_SB-46_ALLPTS.xyz	XYZ file	Aug 28, 2018
GDR_Files__FY18_18B0008.pdf	PDF	Aug 28, 2018

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B of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

C-10

S T A T E O F F L O R I D A

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

PROJECT LIMITS

D U V A L C O U N T Y

S T J O H N S R I V E R

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

MAINTENANCE DREDGING

50-FOOT PROJECT

ENTRANCE CHANNEL AND TURNING BASIN

G-01

G E

N E

R A

-N

S M

-G

I0 .d g n

U.S. NAVAL STATION MAYPORT, DUVAL COUNTY, FLORIDA

N A V A L S T A T I O N M A Y P O R T

W A T E R W A Y

I N T R A C O A S T A L

DREDGING PLAN - STA. 33+00 BAR CUT-3 TO STA. 66+00 BAR CUT-3

DREDGING PLAN - STA. 66+00 BAR CUT-3 TO STA. 99+00 BAR CUT-3

DREDGING PLAN - STA. 99+00 BAR CUT-3 TO STA. 132+00 BAR CUT-3

DREDGING PLAN - STA. 132+00 BAR CUT-3 TO STA. 165+00 BAR CUT-3

DREDGING PLAN - STA. 165+00 BAR CUT-3 TO STA. 198+00 BAR CUT-3

DREDGING PLAN - DESTROYER SLIP

DREDGING PLAN - SMALL BOAT BASIN

C-11

C-12

C-13

C-14

TYPICAL CROSS SECTIONS

DISPOSAL AREA - ODMDS

DREDGING PLAN - STA. 198+00 BAR CUT-3 TO STA. 28+00 E.C.

DREDGING PLAN - STA. 28+00 E.C. TO STA. 58+00 E.C.

DREDGING PLAN - STA. 58+00 E.C. TO STA. 27+15 TURNING BASIN

C O

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H E

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W912EP18B0008

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SURVEYING, 30 NOV 2013.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SMALL BOAT BASIN

SB-46 30 JUL 2018 TURNING BASIN, SLIP,

SB-46 27 JUL 2018 ENTRANCE CHANNEL

FLORIDA II 19-20 JUL 2018 BAR CUT-3

VESSEL DATE OF SURVEY CUT

TURNING BASIN, SLIP AND THE SMALL BOAT BASIN.

(28 KHZ) FROM STA. 56+27.94 THRU STA. 63+41.42 OF THE ENTRANCE CHANNEL,

0+00 THRU STA. 56+27.94 OF THE ENTRANCE CHANNEL AND LOW FREQUENCY

FREQUENCY (200KHZ) FOR STA. 0+00 THRU STA. 198+63.25 BAR CUT-3, STA.

AND A R2SONIC 2024 MULTI-BEAM SYSTEM. SOUNDINGS SHOWN ARE IN HIGH

SOUNDER WITH A DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER

8. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835B SMART-

REFERENCE BASE LOCATED AT "STARKE" (PID: BBBZ99)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD".

TIDE DATUM (KTD) MODEL. KTD FILE NAME IS:

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

RIVER FOR ENTIRE PROJECT.

NOAA TIDAL STATION "872-0211" MAYPORT NAVAL STATION, ST JOHNS

MLLW HEIGHTS OF THE BENCHMARKS BELOW:

NOAA'S VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED

ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL

1. REFER TO SURVEY NO. 18-226.

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

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(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

TABLE OF CONTENTSGENERAL SYMBOLOGY

49.5

PID AF3134

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

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

VERT

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

IWW

INV

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMMA

CHN.

CBL

BLVD

ARC

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TERMINAL CHANNEL

TURNING BASIN

STATION

STREET

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 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER TERMINAL CHANNEL

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

SURVEY NOTES

G-02

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4. ALL STATIONS REFER TO THE CENTERLINE.

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

ALL UNITS ARE U.S. SURVEY FEET.

1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

STATE PLANE EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA

AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT

REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

NOTE:

TOTALS

SMALL BOAT BASIN (27')

MAYPORT ENTRANCE CHANNEL (50')

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

NAVAL STATION MAYPORT

BASIN

BOAT

SMALL

BAR CUT-3

B A

R C

U T -3 S

T A

(N.T.S.)

ODMDS

JACKSONVILLE

SLIP

DESTROYER

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

TURNING BASIN

TO CENTER OF RELEASE ZONE "A"

4.9 NAUTICAL MILES FROM TIP OF SOUTH JETTY

-N

S M

-G

I0 .d g n

G-03

G E

N E

R A

P R

O J E

C T O

V E

R V

1000' 2000'0

RELEASE ZONE "A"

TO OCCUR FROM THE TIME OF THE SURVEY UNTIL THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

TOTALOVERDEPTH

ALLOWABLE

DEPTH

REQUIRED

LOCATION

5,000

418,000

122,000

23,000

233,000

28,000

T U

R N

G B

A S

T A

517,000 339,000 856,000

DESTROYER SLIP (35')

BAR CUT-3 (50')

TURNING BASIN (42' AND 50')

2,000 3,000 5,000

758,000 905,000 1,663,000

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

P R O J E C T L I M I T S

123,000 541,000

111,000

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

Y=2,195,000

Y=2,200,000

Y=2,205,000

Y=2,210,000

X ,0

MAYPORT ENTRANCE CHANNEL

T A

B A

R C

U T -3

APPLIES TO BAR CUT-3 ONLY

CERTIFICATION REQUIRED LINE (CRL-L)

APPLIES TO BAR CUT-3 ONLY

CERTIFICATION REQUIRED LINE (CRL-C)

REVIR S

H O

J .

S R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

BAR CUT-3

TO BE PART OF BAR CUT-3 DREDGING FOR PAYMENT PURPOSES.

1. DREDGE AREAS PARTIALLY WITHIN BAR CUT-3 ARE CONSIDERED

NOTES:

SEE NOTE 1

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GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINEGAINESVILLE

S T

X ,0

Y=2,212,000

Y=2,210,000

Y=,,000

Y=2,206,000

Y=2,204,000

Y=2,202,000

400' 800'0 G-04

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S M

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G E

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O L D

A T

POINTS PROVIDED IN DWG. C-10

NOTE: SMALL BOAT BASIN CONTROL

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BARCUT - 3

RGE. -400

RGE. 00

RGE. 400

RGE. 0

RGE. 2

RGE. 5

RGE. 1000

TURNING BASIN

D E S

T R

O Y

E R S

MAYPORT

ENTRANCE

CHANNEL

22II

III

RGE. -300

RGE. 00

RGE. 300

CHARLIE TOWER ARP

STARK

STA. 198+63.50 BARCUT-3

STA 0+00 TURNING BASIN

STA 63+41.62 MAYPORT ENTRANCE CHANNEL

STA. 0+00 MAYPORT ENTRANCE CHANNEL

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

S T J O H N S R I V E R

SMALL BOAT BASIN

(Y) NORTHING(X) EASTINGPOINT

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

CHANNEL CONTROL POINTS

526,294.31

525,008.21

553,906.18

537,525.48

537,314.92

534,250.78

528,635.02

526,096.88

526,116.56

525,536.07

524,980.36

525,800.28

525,785.91

526,377.82

527,023.12

527,403.49

527,525.64

527,049.98

525,967.04

525,894.72

525,869.20

525,892.60

525,956.96

526,081.30

526,255.38

526,458.46

527,109.52

528,217.34

528,073.70

532,774.41

535,298.65

537,640.01

537,826.56

553,810.16

527,278.69

526,584.24

525,400.54

528,009.48

534,138.28

553,858.17

III

2,202,894.69

2,203,263.45

2,203,546.22

2,205,526.77

2,205,451.50

2,205,821.98

2,204,329.28

2,204,901.39

2,204,969.85

2,205,136.76

2,203,164.60

2,202,929.50

2,202,884.51

2,202,714.30

2,201,418.99

2,201,421.69

2,201,458.62

2,204,686.56

2,204,560.06

2,204,281.45

2,203,996.45

2,203,709.33

2,203,435.12

2,203,169.87

2,202,933.62

2,202,730.54

2,202,889.79

2,203,422.08

2,203,662.72

2,204,912.19

2,205,090.92

2,204,807.83

2,204,684.55

2,202,752.01

2,201,420.80

2,202,814.77

2,204,655.77

2,203,904.33

2,205,533.40

2,203,149.12

CHANNEL CONTROL NOTES:

NAVAL STATION MAYPORT

REVISED 10 APRIL 2014

MAYPORT FRAMEWORK REPORT

SURVEY NOTES FOR “KTD”FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO

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

ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM.

A MODIFIED VDATUM BASED KINEMATIC TIDE DATUM MODEL “KTD FILE”IS USED TO

CONSIDERED EQUALIVALENT.

RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE

DISCREET POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A

GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT

ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR

CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY

USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

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

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS

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

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

VERTICAL REFERENCE SYSTEM:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES ARE

STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901). MEASUREMENT UNITS

REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE FLORIDA

DATUM OF 1983, BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

SURVEY FURNISHED BY THESE PLANS.

GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE AND

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

PPCPs LISTED ABOVE.

GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

872 0211WWTD, MAYPORT NAVAL STA.

GAGE STATION IDNOAA GAGE

TIDAL CALIBRATION PPCP GAGE:

ENTIRE PROJECT BBBZ99STARK

ENTIRE PROJECTBBDC09CHARLIE TOWER ARP

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

DIRECTION.

IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR FURTHER

ON THE COVER PAGE OF THE PLANS.

SHOWN FOR THE PPCP. CONSULT THE ACCOMPANYING “SURVEY NOTES” AS FOUND

DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID

REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

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

PRIMARY PROJECT CONTROL POINTS (PPCP):

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\Mayport\Mayport MD FY18\010 - Plans\02 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 E

R G

E N

C O

C H

R A

N E

F E

B R

U A

R Y

B A

R C

U T -3 E

N T

R A

N C

E C

H A

N N

E L

A N

D T

U R

G B

A S

G T

O D

A R

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

U .S

N A

V A

L S

T A

N M

A Y

P O

R T

D U

V A

L C

O U

N T

Y F

L O

W E

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

C -0

C -10

NOT TO SCALE

KEY PLAN

VB-MPH08-76VB-MPH08-74

VB-MPH08-75

VB-MPH08-77

VB-MPH08-78

VB-MP13-9

VB-MPH08-79

VB-MPH08-80

VB-MPH08-81

VB-MPH08-82

VB-MPH08-83

100' 200'0

D R

E D

G P

L A

-N

S M

-C

N .d g n

S T

RGE. -400

RGE. 00

RGE. 400

RGE. 00

RGE. 400

RGE. -400

BAR CUT - 3

S T J O H N S R I V E R E N T R A N C E C H A N N E L

C-01

S T

A R C

U T -3

S T

A B

A R C

U T -3 T

A R C

U T -3

M A

T C

H L

E S

H E

E T C

-0 S

T A

A R C

U T -3

THERE IS NO DREDGING ON THIS SHEET

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

Y=2,205, Y=2,204, Y=2,204, Y=2,203, Y=2,203, Y=2,202, X

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\Mayport\Mayport MD FY18\010 - Plans\02 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 E

R G

E N

C O

C H

R A

N E

F E

B R

U A

R Y

B A

R C

U T -3 E

N T

R A

N C

E C

H A

N N

E L

A N

D T

U R

G B

A S

G T

O D

A R

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

U .S

N A

V A

L S

T A

N M

A Y

P O

R T

D U

V A

L C

O U

N T

Y F

L O

W E

C-11

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

C -0

C -10

NOT TO SCALE

KEY PLAN

VB-MPH08-62

VB-MPH08-63

VB-MPH08-64

VB-MPH08-65 VB-MP13-8

VB-MPH08-66

VB-MPH08-68

VB-MPH08-69

VB-MPH08-70

VB-MPH08-71

VB-MPH08-72

VB-MPH08-73

VC_MP16-12

VC_MP16-10

VB-MPH08-67

VC_MP16-11

VB-MPH08-61

100' 200'0

D R

E D

G P

L A

-N

S M

-C

N .d g n

S T

RGE. 400

RGE. 00

RGE. -400

RGE. 00

RGE. 400

RGE. -400

BAR CUT - 3

S T J O H N S R I V E R E N T R A N C E C H A N N E L

C-02

PLUS 2-FT ALLOWABLE OVERDEPTH

50-FT REQUIRED DEPTH

S T

A B

A R C

U T -3 T

A R C

U T -3

M A

T C

H L

E S

H E

E T C

-0 S

T A

A R C

U T -3

M A

T C

H L

E S

H E

E T C

-0 S

T A

A R C

U T -3

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

Y=2,205, X

Y=2,205, Y=2,204, Y=2,204, Y=2,203, Y=2,203, S T

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