Plans-USMC_BlountIsland_FY19.pdf

PDF 8 MB Posted Feb 1, 2019

Attached to: Marine Corps Support Facility - Blount Island, Maintenance Dredging, 38-Foot Project
Solicitation number: W912EP-19-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

From the source

Plans

View the file

Other files

File	Type	Posted
W912EP19B0003__Amend_0004.pdf	PDF	Apr 1, 2019
W912EP19B0003_Marine_Corps_Support_Bid_Abstract.pdf	PDF	Mar 1, 2019
BI_MCT_GDR_FY19-final_revised9202018.pdf	PDF	Feb 26, 2019
Amendment_0003.pdf	PDF	Feb 26, 2019
19-073 USMC BLOUNT ISLAND OUTSIDE SECURITY FENCE 12 JAN 19 3X3 AVG SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
19-073_USMC B I_AD_INSIDE SECURITY FENCE_STA 18+00 to 37+00_LF_12 JAN 19 SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
COMBINED_19-073_USMC B I_AD_INSIDE SECURITY FENCE_STA 00+00 to 18+00_XS & LONGLINES_LF_18 DEC & 03 JAN 19 SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
19-073_USMC B I_AD_INSIDE SECURITY FENCE_STA 18+00 to 37+00_Longlines_LF_12 JAN 19 SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
Amendment_0002.pdf	PDF	Feb 19, 2019
Amendment_0001.pdf	PDF	Feb 7, 2019
19B0003Volume2Specs.pdf	PDF	Feb 1, 2019
BI_MCT_GDR_FY19-final.pdf	PDF	Feb 1, 2019
18-171_BIMT_OUTSIDE_1-JUN-18_3X3_AVG-SB-36-N.xyz	XYZ file	Feb 1, 2019
18-171_BIMT_30-MAY-18_SB+LL_LF_ALLPTS-N.xyz	XYZ file	Feb 1, 2019
W912EP19B0003_Blount_Island_Volume_01_.pdf	PDF	Feb 1, 2019

Show all 15

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

O V

E R

H E

A D E

L E

C T

A L

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

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\Marine Corps Terminal\USMC Terminal MD FY19\010 - Plans\01 General\G-01

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

Y Y

N /A

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

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

D U

V A

L C

O U

N T

Y F

L O

A of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

JACKSONVILLE DISTRICT

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

CIVIL

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

G-01

D R

A W

G N

A M

E H

E R

BEACH

ATLANTIC

MAINTENANCE DREDGING

38-FOOT PROJECT

G E

N E

V E

ABBREVIATIONS AND SYMBOLOLOGY

PROJECT OVERVIEW

DREDGING PLAN - STA. 00+00 TO STA. 27+00

DREDGING PLAN - STA. 27+00 TO STA. 56+009.1

DUVAL COUNTY, FLORIDA

(D/A-D)

DISPOSAL AREA

DAYSON ISLAND

ISLAND

BLOUNT

TYPICAL CROSS SECTIONS

DAYSON ISLAND DISPOSAL AREA

TYPICAL CROSS SECTIONS - DAYSON ISLAND

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

D U V A L C O U N T Y

T R

A C

O A S T

A L

W A

T E

R W

A Y

E N T R A N C E C H A N N E L

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

S T J O H N S

E R

R I V

S T J O

H N S

R I V E R

T E R S T A T E

HECKSCHER DRIVE

NAVAL STATION MAYPORT

NOT TO SCALE

MAINTENANCE DREDGING

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND

W912EP19B0003

VOLUME

G E

N E

R A

G-02

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

PROJECT CHANNEL

ELEVATION AND LOCATION49.5

PIPELINE ROUTE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

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

A B

B R

E V

N S A

N D S

Y M

B O

L S

SIDE SCAN IMAGE SHOWN ON SHEET C-03 WAS PREFORMED ON 12/30/09.8.

THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT OF PROJECT.7.

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE 6.

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS 5.

ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2017).

THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY AND 4.

OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR

STRUCTURES ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONCIBLE FOR

WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL EXISTING

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

OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM

COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE PLANE EAST ZONE 2.

REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT

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

VERTICAL

UNITED STATES MARINE CORPS

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

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

MARINE CORPS SUPPORT FACILITY

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGE MATERIAL PLACEMENT FACILITY

DISPOSAL AREA - DAYSON ISLAND

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CONCRETE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

VERT

USMC

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

MCSF

IWW

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMPF

D/A-D

COR

CONC

CHN.

CBL

BLVD

APPROX

DREDGING AREA

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

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

S-56 S-56

S-76

A-32 M-51

A-21A-21

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

LEGEND - GEOTECHNICAL BORINGS

LEGEND - AIDS TO NAVIGATION

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

DISCIPLINE DESIGNATOR

NAVD88

2.69'

NGVD29

1.3'

2.86'

TIDAL RELATIONSHIPS

(SEE NOTE 4.)

MLW (83-01)

MLLW (83-01)

1.9'

MLW (LEGACY)

SURVEY NOTES - CHANNELSURVEY NOTES - UPLAND DISPOSAL

400'0 200'20' 40'0

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

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\Marine Corps Terminal\USMC Terminal MD FY19\010 - Plans\01 General\G-02

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

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

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

D U

V A

L C

O U

N T

Y F

L O

USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

10. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

IS NOT TO BE USED FOR NAVIGATION.

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.THIS CHART

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS

9. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF

STA 35+00 TO STA 57+001 JUN 2018SB-36

STA 0+00 TO STA 35+0030 MAY 2018SB-36

VESSEL DATE OF SURVEY AREA

LOW FREQUENCY (28KHZ).

IN HIGH FREQUENCY (400 KHZ). DEPTHS INSIDE SECURITY GATE ARE SHOWN IN

(28/200KHZ) TRANSDUCER. DEPTHS OUTSIDE THE SECURITY GATE ARE SHOWN

SYSTEM AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY

8. VERTICAL MEASUREMENTS WERE MADE USING A RESON MODEL T20P MULTIBEAM

TIDE STAFF SET FROM "BIMT-101" (OPUS PID: BBBX61)

REFERENCE BASE LOCATED AT "BIMT-101" (OPUS PID: BBBX61)

WITH THE FOLLOWING REFERENCE BASE LOCATION:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING

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

1983.

THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF

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

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

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

AND UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL, TITLED

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS

NOAA TIDAL STATION "872-0221", FULTON, ST. JOHNS RIVER FOR ALL CUTS

THE TIDE GAGE SITE SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARK ASSOCIATED WITH

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

1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

1. REFER TO SURVEY NO. 18-171.

ACCURACY RESULTS ARE WITHIN MANUFACTURERS SPECIFICATIONS.

3.STANDARD FIELD EQUIPMENT CALIBRATIONS WERE PERFORMED FOR THIS SURVEY AND

CONDITIONS AT THAT TIME.

OCTOBER 30, 2009. THIS DATA CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

2.THE TOPOGRAPHIC PORTION OF THE SURVEY WAS PERFORMED SEPTEMBER 29 THRU

ALSO UTILIZED A WILD NA2 LEVEL.

UTILIZING A TRIMBLE 4800 BASE STATION AND 2 TRIMBLE "ROVER 4700" RECEIVERS. THIS SURVEY

1.THE TOPOGRAPHIC PORTION OF THE SURVEY WAS PERFORMED USING RTK GPS POSITIONING

- TOPOGRAPHIC SURVEY

DURING THIS SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC SURVEYS.

5.SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT CALIBRATIONS WERE FOLLOWED

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

4.THE HYDROGRAPHIC PORTION OF THE SURVEY WAS PERFORMED ON OCTOBER 15, 2009 AND CAN

3.TWO WATER SURFACE REFERENCE POINTS WERE SET UTILIZING RTK SURVEYING PROCEDURES.

AT CANAVERAL, FLORIDA, WAS UTILIZED FOR THIS SURVEY.

SURVEYING METHODS FOR HORIZONTAL POSITIONING. THE USCG NAVBEACON LOCATED

2.THIS HYDROGRAPHIC SURVEY WAS PERFORMED UTILIZING DIFFERENTIAL GPS (DGPS)

(HIGH FREQUENCY) TRANSDUCER FOR DEPTH MEASUREMENTS.

1.THIS SURVEY WAS PERFORMED UTILIZING A KNUDSEN 320M SOUNDER WITH A 200 KHZ.

- HYDROGRAPHIC SURVEY

AND THE FLORIDA REGISTERED SURVEYORS SIGNATURE AND SEAL.

9.REFER TO APPENDED SURVEYORS REPORT FOR PROJECT SURVEY METHODOLOGY, PROCEDURES

8.FIELD BOOK UTILIZED; 09-100-1

INTERVALS FOR CLARITY.

7.CONTOURS WERE ORIGINALLY GENERATED AT 1' (FOOT) INTERVALS, BUT CONVERTED TO 5' (FOOT)

PROVIDED BY CLIENT.

6.BACKGROUND INFORMATION, COORDINATES,TEMPLATE INFORMATION AND PROJECT LIMITS WERE

GENERAL CONDITIONS AT THAT TIME.

SEPTEMBER 26 THRU OCTOBER 30, 2009 DATE AND CAN ONLY BE CONSIDERED AS INDICATING THE

5.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY PERFORMED

4.ALL ELEVATIONS ARE ABOVE THE REFERENCE PLANE UNLESS PRECEDED BY A MINUS (-) SIGN.

OF 4.16' NAVD88.

SURVEY) MONUMENT "872 0220 A 1978" IN THE NETWORK WHICH HAS A PUBLISHED ELEVATION

ELEVATIONS WERE DERIVED FROM OPUS SOLUTIONS UTILIZING THE NOS (NATIONAL OCEAN

3.ELEVATIONS ARE REFERENCE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

OBTAINED THROUGH NATIONAL GEODETIC SURVEY'S ONLINE POSITION USERS SERVICE (OPUS).

ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE DERIVED FROM POSITIONAL DATA

2.THE COORDINATES ARE REFERENCED TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST

1.REFER TO ACOE SURVEY NO. 2009-100 (ARC)

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LUDERDALE

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\Marine Corps Terminal\USMC Terminal MD FY19\010 - Plans\01 General\G-03

D R

A W

G D

A T

E N

A M

A N

S I E

%STATUS%

X X

X X -X

X -X -X

X X

M M

M Y

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

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

D U

V A

L C

O U

N T

Y F

L O

G-03600' 1200'0

G E

N E

R A

P R

O J E

C T O

V E

R V

W -M

C T S

R -G

I0 .d g n

C L A P B

O A

R D C

R E E

DAMES P

OINT - F

ULTON C

UTOFF

HECKSCHER DR. (CR. 105)

HECKSCHER DR. (CR. 105

B R

O W

N 'S C

R E E

CEDAR POINT CREEK

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

O L D S T. J O H N S R I V E R

S T.

J O

H N S R

I V E R

B L O U N T I S L A N D

L I T T L E M A R S H I S L A N D

B L O

U N T

L A

N D B

L V

U N

T IS

D R

O A D

ISLAND

BARTRAM

U N

T ISLA

M A

E C O

PS SU

PPO

T FA

ILITY

P R O J E C

T L I M I T S

J A X P O

R T C O

N T A I N

E R T E

R M I N A

DISCHARGE

PIPELINE

(S E

E S

H E

E T . C

-0

A P P

R O

A T E D

R E

D G

E P

E L

E R

O U

T E

(S E

E S

H E

E T . C

-0

A P P

R O

A T E D

R E

D G

E P

E L

E R

O U

T E

TOP OF EXISTING DIKE (TYP.)

INSTALLATION MANAGEMENT OFFICE (IMO)

(D/A-D)

DISPOSAL AREA

ISLAND

DAYSON

LOCATION OF WEIRS

TIMUCUAN ECOLOGICAL and HISTORIC PRESERVE MAP

LIMITS OF OUTSTANDING FLORIDA WATERS - OFW

DEPTH

REQUIRED

VOLUME TO

VOLUME

TOTAL

223,000 171,000

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

STATIONING

DREDGE AREA

DEPTH

REQUIRED

6+00 TO 8+32.6

38'

50'

OVERDEPTH

ALLOWABLE

VOLUME IN 2'

78,00031,00047,000

394,000

8+32.6 TO 56+09.1

AND

0+00 TO 6+00

PRESERVE OUTSTANDING FLORIDA WATERS - OFW

LIMITS OF NASSAU RIVER ST JOHNS RIVER MARSHES AQUATIC

OUTSTANDING FLORIDA WATERS - OFW

LIMITS OF TIMUCUAN ECOLOGICAL AND HISTORIC PRESERVE

APPROXIMATE SHORELINE APPROXIMATE SHORELINE

APPROXIMATE S

HORELINE

APPRO

XIM

ATE SHO

RELINE

APPRO

XIM

ATE SHO

RELINE

POINTS

P.I.

X Y

PLANE COORDINATES (NAD83(90)

2,202,773.45

2,203,119.65

2,205,234.91

2,205,581.12

2,205,310.50

2,205,788.09

2,205,808.05

2,206,285.64

2,202,946.55

2,206,039.55

495,141.91

495,370.75

491,418.08

491,646.92

491,176.78

491,492.47

490,424.06

490,739.75

495,256.33

490,577.08

CHANNEL CONTROL DATA NOTES:

REVISION 22 AUGUST 2016

MARINE CORPS TERMINAL CHANNEL FRAMEWORK REPORT

WITHIN THESE PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED

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

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

PLANS.

WITHIN THE SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE

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

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

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

:CONSTRUCTION SURVEY POSITIONING CRITERIA

HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE LATEST FIELD SURVEY FOR THE SPECIFIC SURVEY

872 0221FULTON, ST. JOHNS RIVER

NOAA STATION IDPPCP: MLLW CALIBRATION GAGES

ENTIRE REACHOPUS PID: BBBX61BIMT-101

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

FURTHER DIRECTION.

FOR THE PPCP. IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR

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

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

SURVEY IS DESIRED.

MUST BE USED DURING CONSTRUCTION, OR IS AN ATTEMPT TO REPRODUCT SAID

POSITIONS OF THESE CONTROL MARKS. THE POSITIONS SHOWN ON THAT SURVEY

TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

THE PPCP AND TIDE CALIBRATION SITE FOR THIS PROJECT IS LISTED BELOW. REFER

PRIMARY PROJECT CONTROL POINTS (PPCP):

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR THE KTD FILE NAME.

(KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM THE

DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL

HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO

THE KTD FILE REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC

EQUALIVALENT.

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

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

DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET

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

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

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

FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

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

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3, AND LOCAL TIDE STATION DATA.

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

ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

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

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

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

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

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM