B.08.02 Plans, MCSF Blount Island (W912EP21B0005).pdf

PDF 7 MB Posted Jun 7, 2021

Attached to: Marine Corps Support Facility – Blount Island, Maintenance Dredging 38-Foot Project Duval County, Florida
Solicitation number: W912EP21B0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation for maintenance dredging services. The solicitation will be issued by the U.S. Army Corps of Engineers Jacksonville District for maintenance dredging of the Marine Corps Support Facility - Blount Island in Duval County, Florida. Work includes dredging from Station 0+00 to Station 56+09.1 to a depth of 38 feet MLLW plus two feet of overdepth allowance, with dredged material to be placed in the Dayson Island Disposal Area. Additional work includes bird monitoring, turbidity and disposal monitoring, standby time, and partnering regroup. The solicitation number is W912EP21B0005 and bids are due by July 7, 2021. The project value is estimated between $1-5 million. The NAICS code is 237990 and it is a small business set-aside acquisition encouraging all responsible offerors to participate.

View the file

Other files

File	Type	Posted
C.04.01 Abstract USMC Blount Island (Signed).pdf	PDF	Jul 13, 2021
Amendment 0004 Blount Island 21B0005.pdf	PDF	Jul 2, 2021
B.08.03 Amendment 0003, MCSF Blount Island FY21.pdf	PDF	Jun 24, 2021
B.08.03 Amendment 0002, MCSF Blount Island FY21.pdf	PDF	Jun 16, 2021
B.08.03 Amendment 0001, MCSF Blount Island FY21.pdf	PDF	Jun 10, 2021
B.08.02 Specs Vol. 2 MCSF Blount Island (W912EP21B0005).pdf	PDF	Jun 9, 2021
Integrated Contingency Plan MCSF-BI Sep 2016 with PE Cert-Sign updated 2018.pdf	PDF	Jun 9, 2021
MCO 5090.2.pdf	PDF	Jun 9, 2021
Hazardous_Waste_Mgmt_Plan_MCSF-BI_Jan2021_signed.pdf	PDF	Jun 9, 2021
B.08.02 Specs Vol. 2, MCSF Blount Island (W912EP21B0005).pdf	PDF	Jun 7, 2021
B.08.02 GDR, MCSF Blount Island (W912EP21B0005).pdf	PDF	Jun 7, 2021
B.08.02 Specs Vol. 1, MCSF Blount Island 21B0005 07 June 21.pdf	PDF	Jun 7, 2021

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D of Engineers

US Army Corps

SOLICITATION NO.:

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

SHEET TITLESHEET ID

G-01

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N E

ABBREVIATIONS AND SYMBOLOLOGY

PROJECT OVERVIEW

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

(D/A-D)

DISPOSAL AREA

DAYSON ISLAND

ISLAND

BLOUNT

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

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

S T J O H N S

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R I V

T E R S T A T E

HECKSCHER DRIVE

NOT TO SCALE

MAINTENANCE DREDGING

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

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DREDGING PLAN - STA. 27+00 TO STA. 56+09.1

C-06

DREDGING CROSS SECTIONS

DISPOSAL PLAN - DAYSON ISLAND

DISPOSAL CROSS SECTIONS - DAYSON ISLAND

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CHANNEL AND SURVEY CONTROL DATA

38-FOOT PROJECT

MAINTENANCE DREDGING

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND

DUVAL COUNTY, FLORIDA

JACKSONVILLE DISTRICT

W912EP21B0005

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G-02

CB-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

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

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

CHANNEL PI POINTS

CHANNEL LIMITS

DREDGING AREA

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

IDENTIFICATION

S-56 S-56

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

LEGEND - GEOTECHNICAL BORINGS

LEGEND - AIDS TO NAVIGATION

SHOWN

DRAWING WHERE

DISCIPLINE DESIGNATOR

SURVEY NOTES - CHANNEL

SURVEY NOTES - UPLAND DISPOSAL

400'0 200'20' 40'0

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

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CONCRETE SILL

C - CIVIL

G - GENERAL

OFW

FENCE BUOY

EXISITNG GRADE

SIDE SLOPE

FULL CROSS SECTION

DRAWING AREA - CROSS SECTION PROFILE

SENSITIVE STRUCTURES

COASTLINE

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

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

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

DATED 2020).

IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS

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

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

COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

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.

UNITED STATES MARINE CORPS

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

STATION

RANGE

POINT OF INTERSECTION

OUTSTANDING FLORIDA WATERS

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

MEAN LOWER LOW WATER

ELEVATION

DISPOSAL AREA - DAYSON ISLAND

CUBIC YARD

BOULEVARD

USMC

USACE

TYP

STA

RGE

OFW

N.T.S.

NOAA

NAD83

NAVD88

MLLW

EL / ELEV

D/A-D

BLVD

D D

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING AREA - PLAN

PLAN VIEW

SURVEY NOTES - CHANNEL (SIDE SLOPES ONLY)

GENERAL NOTES

NOV 2013.

FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30

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

TIME. THIS DATA IS NOT TO BE USED FOR NAVIGATION PURPOSES.

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

9. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF SURVEYS MADE ON THE

BERTH 1 & 2 13 NOV 2020SB WELLS

LOCATION DATE SURVEY VESSEL

TRANSDUCER OPERATING AT 550KHZ.

8. VERTICAL MEASUREMENTS WERE MADE USING EDGETECH 6205 COMBINED MULTIBEAM AND SIDESCAN SONAR

TIDE STAFF SET FROM “NOS 872-0221, FULTON”

REFERENCE BASE LOCATED AT “USACE BIMT ARP”(OPUS PID: BBGM25)

REFERENCE BASE LOCATION:

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

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

FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (2011).

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

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

FLAGLER_20191202.KTD”.

UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL, TITLED “CAMDENGA-NASSAU-DUVAL-STJOHNS-

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED TO MLLW

NOAA TIDAL STATION 872-0221, FULTON, ST. JOHNS RIVER

THE TIDE GAGE SITES SPECIFIED BELOW:

MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH

1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA’S VDATUM

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW), TIDAL EPOCH

1. REFER TO SURVEY NO. 20-273.

AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

9. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULT OF

THE BEGINNING, PERIODICALLY IN BETWEEN, AND AT THE END OF EACH RTK SESSION.

8. QUALITY CONTROL CHECKS WERE PERFORMED AT MONUMENT CONTROL POINTS AT

INTERVALS, SEPARATED BY A MINIMUM OF SIX (6) HOURS.

UTILIZING RTK (REAL TIME KINEMATIC) GPS, BY OBSERVING 180 EPOCHS AT TWO

INFORMATION. SURVTECH ESTABLISHED TEMPORARY CONTROL ON THE BERM

CANOPY, THE SOKKIA 330R TOTAL STATION WAS UTILIZED TO COLLECT TOPOGRAPHIC

CANOPY USING THE RTK (REAL TIME KINEMATIC) GPS. IN AREAS WHERE THERE WAS

3”INSTRUMENT. TOPOGRAPHIC INFORMATION WAS COLLECTED IN AREAS WITHOUT

GPS BOARDS), DUAL FREQUENCY SYSTEMS, AND AS NEEDED, A SOKKIA 330R

7. THE TOPOGRAPHIC DATA WAS COLLECTED UTILIZING A CHAMPION TKO (TRIMBLE R-8

A BOUNDARY SURVEY OF PARCEL B DAYSON SPOIL SITE.

LEVEE, TOPOGRAPHIC DATA ON A 100-FOOT GRID OVER THE IMPOUNDMENT AREA AND

6. THE WORK CONSISTED OF CROSS SECTIONS AT 100-FOOT INTERVAL OVER THE

FEET.

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY

(NAVD88).

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

EAST ZONE.

1983, REALIZATION OF 2011, NAD83(2011), STATE PLANE COORDINATE SYSTEM, FLORIDA

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

AND DECEMBER 20, 2018.

2. SURVEY WAS PERFORMED BY SURVTECH SOLUTIONS, INC., BETWEEN NOVEMBER 16

1. USACE DATABASE SURVEY NO. 18-272.

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

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

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

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

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

10. NAVAIDS WERE LOCATED DURING THIS SURVEY.

STA 0+00 TO STA 57+09 23-24 FEB 2021 SB-44

VESSEL DATE OF SURVEY AREA

INSIDE SECURITY GATE ARE SHOWN IN LOW FREQUENCY (28 KHZ).

THE SECURITY GATE, STA 36+00 - 57+00 ARE SHOWN IN HIGH FREQUENCY. DEPTHS

MODEL 6205 BATHYMETRIC SYSTEM OPERATING AT 550 KHZ. DEPTHS OUTSIDE

WITH A DUAL-FREQUENCY (28/200KHZ) SINGLE-BEAM TRANSDUCER AND A EDGETECH

9. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C SMARTSOUNDER

(OPUS PID: BC2397)

TIDE STAFF SET AT ST. JOHNS COMMUNITY CENTER BOAT RAMP FROM NOS BM "0211K 1984"

REFERENCE BASE LOCATED AT "USACE BIMT ARP" (OPUS PID: BBGM25)

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

1983.

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

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

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

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

GAGE SITES SPECIFIED BELOW:

PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE

AND UTILIZING THE KTD FILE REFERENCED ABOVE, AND CALIBRATED TO THE

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

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

MODEL USED FOR THIS SURVEY IS:

EDITS THERETO. DO NOT USE VDATUM IN PLACE OF THE KTD FILE. THE KTD

EQUIVALENT TO THE VDATUM MODELBECAUSE OF POSSIBLE ADDITIONS OR

BEING A COMBINATION OF THOSE TWO SOURCES CANNOT BE CONSIDERED

GENERATE A HYPACK KINEMATIC TIDE DATUM (KTD) MODEL. THIS KTD MODEL,

3. NOAA'S VDATUM MODEL, AND PUBLISHED TIDE STATION DATA WERE USED TO

ADMINISTRATION (NOAA).

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

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

1. REFER TO SURVEY NO. 21-125.

EXISITNG GRADE / BOTTOM

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MIAMI

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LOCATION MAP

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LOCATION

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FLORIDA

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ATLANTIC

BEACH

WEST PALM

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HECKSCHER DR. (CR. 105

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INSTALLATION MANAGEMENT OFFICE (IMO)

LOCATION OF WEIRS

DEPTH

REQUIRED

VOLUME TO

VOLUME

TOTAL

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

STATIONING

DREDGE AREA

DEPTH

REQUIRED

OVERDEPTH

ALLOWABLE

VOLUME IN 2'

220,000

APPROXIMATE SHORELINE APPROXIMATE SHORELINE

APPROXIMATE S

HORELINE

APPRO

XIM

ATE SHO

RELINE

APPRO

XIM

ATE SHO

RELINE

0+00 TO 56+09.10 38' 86,000

600' 1200'0

134,000

S T

A .1

OUTSTANDING FLORIDA WATERS - (OFW)

LIMITS OF TIMUCUAN ECOLOGICAL AND HISTORIC PRESERVE

PRESERVE OUTSTANDING FLORIDA WATERS - (OFW)

LIMITS OF TIMUCUAN ECOLOGICAL AND HISTORIC

PRESERVE OUTSTANDING FLORIDA WATERS - (OFW)

LIMITS OF NASSAU RIVER ST JOHNS RIVER MARSHES AQUATIC

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I0 o v e rv ie w .d g n

PROJECT OVERVIEW

CALYPSO ISLAND

(D/A-D)

DISPOSAL AREA

DAYSON ISLAND

TOP OF EXISTING DIKE

D A V E R

A W

POINTS

P.I.

X Y

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

PRIMARY PROJECT CONTROL POINTS

PLANE COORDINATES (NAD83(90))

CHANNEL CONTROL DATA NOTES:

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR “KTD” FILE NAME.

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

TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD

MODEL FILE ARE NOT TO BE CONSIDERED EQUIVALENT. ANY THIRD PARTY ATTEMPT

AT THOSE PUBLISHED SITES. AS A RESULT OF THIS, THE KTD FILE AND THE VDATUM

COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES

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

WERE to be USED AS A STAND ALONE PRODUCT FOR THE navd88-mllw CALCULATION.

FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT

CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE VDATUM MODEL, THE KTD

TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL DATUM

DATE OF 06 MARCH 2018. THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC

FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE

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

TIDAL MODEL:

(NAVD88).

HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC

(MLLW), OF THE 1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE

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

VERTICAL REFERENCE SYSTEM:

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

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

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 FRAME FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

SURVEY FURNISHED WITHIN THESE PLANS.

AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

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

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

REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

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

(RTK-GPS) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS, AND BE

BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST

CONSTRUCTION SURVEY POSITIONING CRITERIA:

ACCOMPANYING THE DESIGN SURVEY(S).

FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED,

REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY

VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR

CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND

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

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

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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Marine Corps Terminal\USMC Terminal MD FY21\080 - Plans\01 General\G-04

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

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

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 H T

R O

C H

B O

R E

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

RGE. 500

RGE. 795

RGE. 222.5

RGE. 500

RGE. 292.5

S T

A .3

S T

A .2

S T

A .1

707.5

BLOUNT ISLAND CHANNEL

MARINE CORPS SUPPORT FACILITY

B A C K R I V E R

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

STJ

O -3

USACE

M T

ARP

T-

872 0221 K TIDAL

STJO-302

BIMT-101

USACE BIMT ARP

BC2397

BBCB02

BBBX61

BBGM25

2,200,430.SC

2,205,559.14

2,204,048.81

2,204,802.02

495,900.SC

491,694.95

495,095.06

493,918.46

28.22

8.07

12.19

21.79

30.58

N/A

14.51

N/A

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL / TIDE CALIBRATION POINT

DATUM OF "MLLW" ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

3. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL

CONTROL.

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

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:

G E

N E

G-04200' 400'0

BERTH 4

APPROXIMATE SHORELINE

Y=2 ,2 ,0

X ,0

Y=2 ,2 ,0

X ,0

Y=2 ,2 ,0

X ,0

-M

C T -G

I0 c o n tr o l.

d g n

NOTE: SURVEY CONTROL FOR DISPOSAL AREA DEPICTED ON SHEET C-05

C H

A N

N E

L A

N D S

U R

V E

Y C

O N

T R

O L D

A T

S T

A .6

S T

A .4

S T

A .5

S T

A -1

S T

A .5

S T

A -1

CONTROL DATA

BERTH 2

BERTH 3 BERTH 5BERTH 1 S

A .8

872 0221 K TIDAL

0 3

1 3

9 3

3 3

6 2

8 2

7 2

6 2

4 2

7 1

3 1

2 1

3 1

.6 9

.3 9

.2 8

.7 .6

.2 7

.1 .0

.7 6

.7 6 .7

.1 6

.0 6

.0 .0

.0 6

.0 .0

.0 6

.0 6 .0

.0 6

.0 6 .0

.0 6

.0 6 .0

.0 6

.0 .0

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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Marine Corps Terminal\USMC Terminal MD FY21\080 - Plans\05 Civil\C-01

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

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

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 H T

R O

C H

B O

R E

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

33.4

51.9

51.4 51.1

50.8 50.8

50.3

48.9

48.7

48.4

48.3

48.2

48.1

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

47.7

47.6

47.5

47.5 47.5

46.5 45.9

45.4

45.3 45.1

45.0

44.9

44.8

44.6

44.5

44.2

44.0

43.9

43.8

43.8 43.6

43.6

43.5

43.3

43.1

43.0

42.9

42.8

42.7

42.6

42.6 42.6

42.6

42.5 42.5

42.5

42.5 42.5

42.5

42.4

42.3

42.3 42.3

42.3

42.2

42.2 42.2

42.2

42.1

42.0

41.9

41.8

41.8 41.8

41.8

41.7

41.6

41.6 41.6

41.6 41.6 41.6

41.6

41.6 41.6

41.6

41.5

41.4

41.4 41.4

41.3 41.3 41.3

41.3

41.3 41.3

41.3

41.2

41.1 41.1

41.1

41.0

41.0 41.0

41.0

41.0 41.0

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.8

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.6

40.6 40.6

40.6

40.5

40.5 40.5

40.5

40.5 40.5

40.4

40.4 40.4

40.4

40.4 40.4

40.4

40.4 40.4

40.4

40.3

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.2 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.1 40.0

40.0

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7 39.7

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.3

39.2

39.1

39.0

38.8

38.6

38.6 38.6 38.6

38.6 38.4

38.4

38.2 38.0

37.9 37.7

37.6

37.4

37.3

37.2 37.0

36.9

36.8 36.7 36.6

36.6

36.5

36.3

36.2 35.9

35.8 35.7

35.7 35.4

35.4 35.3

35.2 35.1

35.0

34.9

34.7

34.5

34.4

34.2

34.1

34.1 33.9

33.6

33.5

33.4 33.0

32.8 32.8

32.7 32.6

32.6

32.5

32.4 31.9

31.9

31.8

31.4

31.1 31.0

30.9

30.7 30.4

30.1

30.1 30.1

29.6

29.5 29.5

29.4

29.3 29.1

28.9

28.8

28.5

28.1

27.8 27.6 27.4

27.3 27.3

27.3 27.2

26.7 25.9

25.1

23.7

23.6

23.4

23.3

23.0

22.8 22.0

21.6

21.5 21.4

21.2

21.1

20.9

20.7

20.2

20.1 19.7

19.5

19.5 19.4

19.4 19.4

19.3

18.9

18.6

18.4

18.1

18.0 18.0

17.6

17.4 17.4 17.2

17.1 17.1

17.0

17.0 16.9

16.8 16.6

16.2

15.9

15.8

15.4

15.3

15.2 15.0

7.5

14.9 14.8

14.7

14.7 14.7 14.5

14.5

14.4

14.3

14.0

13.9

13.8 13.8

13.8

13.6

13.3

7.1

13.2

13.1

12.8

12.8 12.8

12.7

12.4

6.1

12.2

12.1

6.0

12.0

12.0 12.0 11.9

11.9

11.6

11.5

11.4

11.3 11.2

11.0

10.9

10.8

10.7

10.5

10.4

10.3

10.0

10.0 9.9 9.9 9.9

9.7

9.6

9.69.5 9.3

9.2

9.2 9.2

9.1

9.0 9.0

8.9

8.8

8.7

8.6

8.4

8.3

8.2

8.0

8.0 8.0

8.0

7.8 7.8

7.8

7.67.5

7.5

7.5 7.4

7.4

7.3

7.3 7.3

7.2 7.27.1 7.0

6.7

6.5

6.5 6.56.3 6.3

6.2

6.0

5.9

5.8

5.6 5.5

5.5

5.24.8

4.8 4.64.2 4.23.9

3.9

3.73.6

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -0

G S -B

C -3

C B -B

C -0

G S -B

C -1

V B -B

C -1

C B -B

C -0

C B -B

C -0

C B -B

C -0

G S -B

C -2

C B -B

C -0

C B -B

C -0

V B -B

C -2

C B -B

C -0

G S -B

C -5

G S -B

C -4

C B -B

C -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C-03

C-04

RGE. 707.5

RGE. 500

RGE. 292.5

RGE. 795.0

RGE 500

RGE. 222.5

A P

PIERHEAD WAY

S L

W A

Y D

C-01

-M

C T -C

N P

L N .d g n

Y= 2, 4, Y= 2, 3, Y= 2, 4, X ,0

X ,5

X ,0

X ,5

X ,0

Y= 2, 6, Y= 2, 6, Y= 2, 5, Y= 2, 7, Y= 2, 5, X ,5

X ,0

M A

T C

H L

E E

T C

-0

Y= 2, 5, X ,5

X ,0

X ,5

2 FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH PLUS

D R

E D

G P

L A

S T

A T

O S

T A

S T

S O

F P

R O J E

C T

S T

A .3

PIERHEAD WAY

RGE 718.25

RGE 281.75

SHEET GENERAL NOTES

100' 200'0

DREDGE PLAN

S T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

B E R T H 2

B E R T H 1

B E R T H 3

E X

G P

E X

G P

M O

O R

G D

O L P

M O

O R

G D

O L P

F A

C E O

F E

G B

E R

T H

F A

C E O

F E

G B

E R

T H

E X

G P

R B

E R

T H

R E

T A

G W

A L L

R E

T A

G W

A L L

B E

R T

H M

O O

G D

O L P

A P

P R

O X

A T

E S

H O

R E

A P

P R

O X

A T

E S

H O

R E

B E R T H 5

SEE NOTE 2

SENSITIVE STRUCTURES

SEE NOTE 2

SENSITIVE STRUCTURES

SEE NOTE 2

STRUCTURES

SENSITIVE

SEE NOTE 2

STRUCTURES

SENSITIVE

SEE NOTE 2

SENSITIVE STRUCTURES

SEE NOTE 2

SENSITIVE STRUCTURES

B E R T H 4

TOP ELEV. 47' MLLW

32.6'W x 426.5'L

EXISTING SUBMERGED REINFORCED CONCRETE SILL

S T

B A C K R I V E R

B L O U N T I S L A N D C H A N N E L

M A R I N E C O R P S S U P P O R T F A C I L I T Y

M O

O R

G D

O L P

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES" FOR OVER-DREDGING RESTRICTIONS.

2. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

29.

34.

38.7

41.1

41.0 41.0

40.9

40.8

40.8 40.7

40.7

40.7 40.7

40.6 40.6

40.5

40.5 40.5

40.5

40.4

40.4 40.4 40.4

40.4

40.4 40.4

40.4

40.3

40.2

40.1

40.1 40.1

40.1

40.1 40.1

40.1 40.0

40.0

40.0 40.0

40.0

39.9

39.9 39.9

39.9

39.9 39.9 39.9

39.9

39.8

39.8 39.7

39.7

39.7 39.7

39.7

39.7 39.6

39.6

39.6 39.6

39.6

39.5

39.4

39.4 39.4

39.3 39.3

39.3

39.2 39.2

39.2

39.2 39.2

39.2

39.2 39.2

39.1

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.9 38.8

38.8 38.8

38.8

38.7

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4

38.3

37.9 37.9 37.8 37.5 37.1

37.0 36.7

36.4

35.6 34.9 34.8 34.7

34.5

34.1

33.8 33.5

33.3 32.1

31.5

31.4

31.1 30.5 30.3 29.9

28.9

27.9

27.7

27.4

27.3

26.9

26.3

25.4 25.4

24.3 23.7

23.0

22.8 22.8 22.5

21.4

21.2 20.8

20.4

19.8

19.7 19.7

18.3

18.3 18.1

17.6

17.5

17.4

16.8 16.8

16.7

16.4

16.2 16.2

16.1

15.9

15.8 15.6 15.4

15.3 15.3

15.3

15.2

15.1

14.9 14.8

14.8

14.8 14.7 14.6

14.5

14.4 14.2

14.1 13.8

13.8

13.5 13.5

13.5

13.4

13.2

12.8

12.7

12.6

12.5 12.5

12.5

12.4 12.4

12.2

12.2 12.1 11.9 11.8

11.7

11.5

11.4

11.2

11.1

11.0

11.0 10.8

10.7

10.6 10.5 10.1

9.8

9.7

9.6

9.5 9.3

9.3 9.3

9.2

9.0

8.9

8.7

8.3

8.1 7.87.5

7.5

7.4

7.3 7.3

7.1

7.0

6.8

6.7

6.5

6.3

6.0

5.9

5.5

5.1 5.1

3.9

3.4

C-04

S T

G S -B

C -6

C B -B

C -1

V B -B

C -3

C B -B

C -1

G S -B

C -7

C B -B

C -1

C B -B

C -1

G S -B

C -9

C B -B

C -1

G S -B

C -8

G S -B

C -1

V B -B

C -4

C B -B

C -1

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -1

C B -B

C T -1

C B -B

C T -0

C B -B

C T -0

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

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A T

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A N

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X X

X X -X

X -X -X

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

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

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O U

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Y F

L O

A H T

R O

C H

B O

R E

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

BUOY

SEC GATE

DBN-1 (02/21) 493,890 2,203,447

LT-36 (02/21) 495,609 2,203,265

SEC GATE BUOY (08/20) 493,559 2,203,775

PLANE COORDINATES

X Y

R"36"

SEC GATE BUOY

G"1"

LABEL

MAP

NAME

AIDS TO NAVIGATION

TIE BACK BUOY

SEC GATE BUOY

TIE BACK BUOY (08/20) 493,241 2,204,693

SEC GATE BUOY (08/20) 493,716 2,204,340

SEC GATE BUOY (08/20) 493,519 2,203,727

BUOYS

SEC GATE

B/W INFO BDN (02/21) 493,739 2,203,226

BN-

"S F_

BUOY"

"IN

FO"

"S F_

BUOY""T

ACK_

BUOY"

"L T-

"S F_

BUOY"

RGE. 707.5

RGE. 500

RGE. 292.5

RGE. 500

RGE. 292.5

Y= 2, 4, RGE. 707.5

Y= 2, 3, X ,5

R I V E R

S O

F P

R O J E

C T S

T A .8

X ,5

X ,0

Y= 2, 5, X ,5

Y= 2, 4, Y= 2, 5, Y= 2, 4, X ,5

Y= 2, 5, X ,0

-M

C T -C

N P

L N .d g n

C-02

M A

T C

H L

E E

T C

- 0

X ,0

X ,5

X ,0

X ,5

X ,0

Y= 2, 2, Y= 2, 2, Y= 2, 3, Y= 2, 3, Y= 2, 5, Y= 2, 4, D R

E D

G P

L A

S T

A T

O S

T A

SHEET GENERAL NOTES

100' 200'0

DREDGE PLAN

O F F S

E T

S E

E N

O T

M O

O R

G D

O L P

APPROXIMATE SHORELINE

S T

2 FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH PLUS

S O

F P

R O J E

C T S

T A .1

C U T

D A M

F U L T

U T O F F

SECURITY BARRIER

EASTERN LIMIT OF PROJECT

APPROXIMATE SHORELINE

S E

E N

O T

S E

N S

T R

U C

T U

R E

APPROVED BY CONTRACTING OFFICER.

ROUTE. EXACT ROUTE TO BE FIELD LOCATED AND

APPROXIMATE LOCATION OF OVERLAND PIPELINE

S T

M A R I N E C O R P S S U P P O R T F A C I L I T Y

B A C K R I V E R

B L O U N T I S L A N D C H A N N E L

FEDERAL CHANNEL LIMITS

JACKSONVILLE HARBOR

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES" FOR DREDGE RESTRICTIONS.

3. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

OF PROJECT.

2. THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

C U T

- A

O L D

S T . J O

H N S R

I V E R

FEDERAL CHANNEL LIMITS

JACKSONVILLE HARBOR

OF PROJECT.

4. THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES" FOR OVER-DREDGING RESTRICTIONS.

2. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

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PROJECT CHANNEL

AREA TO BE DREDGED

50' 100'010' 20'0

VERTICAL HORIZONTAL

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

4+00

E L E

V A

N I

N F

E E

T M

L L

E L E

V A

N I

N F

E E

T M

L L

BERTH 1 BERTH 2

SEE NOTE 1

25' DREDGING OFFSET

LOOKING NORTHWESTDISTANCE IN FEET

S O

U T

H W

E S

N O

R T

H E

A S

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

+10

+20

+10

+20

25' DREDGING OFFSET

SEE NOTE 1

CROSS SECTION AT STA. 4+00A

C-01

R G

PROJECT CHANNEL

50' 100'010' 20'0

VERTICAL HORIZONTAL

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

7+20

E L E

V A

N I

N F

E E

T M

L L

BERTH 1

LOOKING NORTHWESTDISTANCE IN FEET

S O

U T

H W

E S

N O

R T

H E

A S

+10

+20

+10

+20

CROSS SECTION AT STA. 7+20B

C-01

R G

EL. 52.0'

R G

E .5

(TYPICAL)

SQUARE CONCRETE PILES

(TYPICAL)

SQUARE CONCRETE PILES

R G

E .5

(TYPICAL)

SQUARE CONCRETE PILES

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

N E

L C

E N

T E

R L

R G

E .7

MOORING DOLPHIN

BERTH 2

R G

E .2

R G

C H

A N

N E

L C

E N

T E

R L

R G

PROJECT CHANNEL

50' 100'010' 20'0

VERTICAL HORIZONTAL

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

E L E

V A

N I

N F

E E

T M

L L

BERTH 3

LOOKING NORTHWESTDISTANCE IN FEET

S O

U T

H W

E S

N O

R T

H E

A S

+10

+20

+10

+20

C-01

(TYPICAL)

SQUARE CONCRETE PILES

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

N E

L C

E N

T E

R L

BERTH 4

R G

12+00

CROSS SECTION AT STA. 12+00

R G

E .5

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

SEE NOTE 1

15' DREDGING OFFSET 15' DREDGING OFFSET

SEE NOTE 1

AREA TO BE DREDGED

R G

E .5

R G

E .5

RETAINING WALLRETAINING WALL

(NOT SURVEYED)

EXISTING RIP-RAP

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

(NOT SURVEYED)

EXISTING RIP-RAP

R G

E .5

(SURVEY 20-273)

EXISTING BOTTOM

(SURVEY 21-125)

EXISTING BOTTOM

(SURVEY 21-125)

EXISTING BOTTOM

(SURVEY 20-273)

EXISTING BOTTOM

(SURVEY 21-125)

EXISTING BOTTOM

(SURVEY 20-273)

EXISTING BOTTOM

(SURVEY 20-273)

EXISTING BOTTOM

(SURVEY 20-273)

EXISTING BOTTOM

(SURVEY 20-273)

EXISTING BOTTOM

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

EL. 47.0'

2-FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH

AREA TO BE DREDGED

R G

E .5

R G

25' DREDGING OFFSET

SEE NOTE 1 SEE NOTE 1

25' DREDGING OFFSET

EXISTING SUBMERGED REINFORCED CONCRETE SILL

(NOT SURVEYED)

EXISTING RIP-RAP

(NOT SURVEYED)

EXISTING RIP-RAP

STRUCTURES" FOR OVER-DREDGING RESTRICTIONS.

4. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES, BUT ARE INCLUDED IN THE PAY PRISM.

MATERIAL. FOR CLARITY, CHANNEL SIDE SLOPES NOT SHOWN NEAR

VARY WITH THE NATURAL ANGLE OF REPOSE FOR THE ADJACENT

CONTRACTUAL PAYMENT PURPOSES ONLY. ACTUAL SIDE SLOPES

2. CHANNEL SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR

TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING ADJACENT

TITLED "ADJACENT PROPERTY AND STRUCTURES"

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH

C-03

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U E D

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X X

X X -X

X -X -X

J A

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L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

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L E F

M A

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N A

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D G

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O O

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42+00

600 700 800 900 1000 1100400300200100-100 5000

+10

+20

+10

+20

600 700 800 900 1000 1100400300200100-100 5000

E L E

V A

N I

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T M

L L

PROJECT CHANNEL

50' 100'010' 20'0

VERTICAL HORIZONTAL

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

E L E

V A

N I

N F

E E

T M

L L

BERTH 3

LOOKING NORTHWESTDISTANCE IN FEET

S O

U T

H W

E S

N O

R T

H E

A S

+10

+20

+10

+20

C-01

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

N E

L C

E N

T E

R L

R G

15+70

CROSS SECTION AT STA. 15+70

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

SEE NOTE 1

15' DREDGING OFFSET

AREA TO BE DREDGED

R G

E .5

E L E

V A

N I

N F

E E

T M

L L

PROJECT CHANNEL

50' 100'010' 20'0

VERTICAL HORIZONTAL

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

E L E

V A

N I

N F

E E

T M

L L

BERTH 5

LOOKING NORTHWESTDISTANCE IN FEET

S O

U T

H W

E S

N O

R T

H E

A S

+10

+20

+10

+20

C-01

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

N E

L C

E N

T E

R L

R G

21+21

CROSS SECTION AT STA. 21+21

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

SEE NOTE 1

15' DREDGING OFFSET

AREA TO BE DREDGED

R G

E .5

50' 100'010' 20'0

VERTICAL HORIZONTAL

C-02

CROSS SECTION AT STA. 42+00

MOORING DOLPHIN

AREA TO BE DREDGED

PROJECT CHANNEL

R G

C H

A N

N E

L C

E N

T E

R L

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

R G

E .5

R G

E .5

R G

E .5

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

(SURVEY 21-125)

EXISTING BOTTOM

(SURVEY 21-125)

EXISTING BOTTOM

(SURVEY 21-125)

EXISTING BOTTOM

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

LOOKING NORTHWEST

(NOT SURVEYED)

APPROXIMATE BOTTOM

(NOT SURVEYED)

APPROXIMATE BOTTOM

STRUCTURES" FOR OVER-DREDGING RESTRICTIONS.

4. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES, BUT ARE INCLUDED IN THE PAY PRISM.

MATERIAL. FOR CLARITY, CHANNEL SIDE SLOPES NOT SHOWN NEAR

VARY WITH THE NATURAL ANGLE OF REPOSE FOR THE ADJACENT

CONTRACTUAL PAYMENT PURPOSES ONLY. ACTUAL SIDE SLOPES

2. CHANNEL SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR

TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING ADJACENT

TITLED "ADJACENT PROPERTY AND STRUCTURES"

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH

S O

U T

H W

E S

N O

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H E

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SHEET GENERAL NOTES

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000 0 0

25 25

5 5

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D B

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U .S

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P S O

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A W

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A T

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A M

A N

S I E

X X

X X -X

X -X -X

J A

C K

S O

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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

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 H T

R O

C H

B O

R E

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

C F

C-06

10+

15+

55+00

60+

110+00

+00

11+

12+

13+

14+

16+

54+00

56+00

61+00

62+00

63+0

0101+

109+00

+00

113+00

114+00

+00

DESIGNATION PID NORTHING EASTING NAVD88

HORIZONTAL AND VERTICAL CONTROL POINT

NAVIGATION PROJECT.

DISPOSAL SITE. THEY ARE NOT INTENDED TO BE USED FOR SURVEYING IN THE

THE SURVEY CONTROL MARKS DEPICTED HEREON ARE TO BE USED ONLY AT THIS

ST JO 352

ST JO 351

AHB895

AHB896

2,205,859.38

2,207,653.37

500,575.11

496,641.59

12.31

20.59

ST JO 351

ST JO 352

18-272 SURVEY CONTROL --- DAYSON ISLAND

FLORIDA EAST ZONE (0901), NAD83 (2011, U.S. SURVEY FEET)

PLANE COORDINATES BASED ON THE STATE PLANE SYSTEM

' C

H A

K F

E N

C E

H E

C K S

C H

E R D

R . (C

R . 1

2-4' BOX-RISER WEIRS

HECKSCHER DR. (CR. 105

Y=2,205,000

Y=2,206,000

Y=2,207,000

Y=2,208,000

X ,0

Y= 2,204,000

P O

S A

L P

L A

O L D S

T . J

O H N S R

I V E R

C E D A R

P O I N T

C R E E K

(SEE NOTE 4)

EXISTING DREDGE PIPE SEGMENT

APPROXIMATE LOCATION OF

SHEET GENERAL NOTES

150' 300'0 C-05

D A

Y S

O N I S

L A

N D

DISPOSAL PLAN - DAYSON ISLAND

TO DAYSON ISLAND

ACCESS LOCATION

C L A P B O A

E E K

ROAD ALONG DIKE CREST

(SEE NOTE 1)

PIPELINE ROUTE

APPROXIMATE DREDGE

PIPELINE DISCHARGE AREA

(SEE NOTE 8)

2-30" OUTFALLS

-M

C T -C

N d is p o s a l.

d g n

(D/A-D)

D I S P O S A L A R E A

D A Y S O N I S L A N D

(EL. 30.5' - TYPICAL)

TOP OF DIKE

(EL. 30.5' - TYPICAL)

TOP OF DIKE

DATUM REFERENCES.

HYDROGRAPHIC SURVEY. REFER TO SPECIFIC SURVEY NOTES FOR

A (-) SIGN. THIS VERTICAL DATUM IS DIFFERENT THAN THE CHANNEL

DATUM AND ARE ABOVE REFERENCE DATUM UNLESS PRECEDED BY

9. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NAVD88

OUTFALL STRUCTURE DISCHARGE".

8. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH "FOAM DURING

PARAGRAPH "CONTROL OF WATER OUTSIDE OF CONTAINMENT DIKE"

CONTAINMENT DIKE, REFER TO SPECIFICATIONS SECTION 35 20 23,

7. IF THERE IS SEEPAGE AROUND THE BASE AND OUTSIDE OF THE EXISTING

6. STATIONS ALONG DIKE ARE FOR REFERENCE PURPOSES ONLY.

5. BACKGROUND IMAGE IS FROM THE 2020 DUVAL COUNTY AERIALS.

BY THE CONTRACTING OFFICER. SEE SPECIFICATION SECTION 35 20 23.

DREDGE PIPE SEGMENT. THE EXACT LOCATION TO BE SHOWN IN THE FIELD

4. CONTRACTOR MAY CONNECT TO THE END STRUCTURES OF THE EXISTING

FROM THE CLOSEST POINT ON THE CONTAINMENT DIKE TOE.

THE PONDED WATER HAVE RECEDED TO A MINIMUM DISTANCE OF 25 FEET

3. WATER REMOVAL PROCESS SHALL CONTINUE UNTIL THE EDGES OF

DEWATERING AND MAXIMUM HEIGHT OF PLACEMENT.

2. REFER TO SPECIFICATION SECTION 35 20 23 FOR INFORMATION ON

OF THE PIPELINE.

IN THE FIELD BY THE CONTRACTING OFFICER PRIOR TO PLACEMENT

1. EXACT LIMITS OF THE PIPELINE DISCHARGE ROUTE SHALL BE APPROVED

STAFF GAUGE

WATER LEVEL

STAFF GAUGE

WATER LEVEL

C-06

D A

Y S

O N I S

L A

N D

P O

S A

L C

R O

S S S

E C

N S

SHEET GENERAL NOTES

THE DISPOSAL AREA SINCE THE SURVEY WAS PERFORMED.

2. SURFACES SHOWN ARE APPROXIMATE AS MATERIAL HAS BEEN PLACED IN

REFER TO SPECIFIC SURVEY NOTES FOR DATUM REFERENCES.

THIS VERTICAL DATUM IS DIFFERENT THAN THE CHANNEL HYDRO SURVEY.

AND ARE ABOVE REFERENCE DATUM UNLESS PRECEDED BY A (-) SIGN.

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NAVD88 DATUM

-M

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D B

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D R

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U E D

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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:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Navigation Projects\Marine Corps Terminal\USMC Terminal MD FY21\080 - Plans\05 Civil\C-06

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

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

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 H T

R O

C H

B O

R E

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

(EL. 33.1')

TOP OF DIKE

(EL. 32.1')

TOP OF DIKE

(EL. 32.4')

TOP OF DIKE

0100200300 -100 -200 -300 -400 -500 -600 -700 -800 -900

E L E

V A

V D

0 100 200 300-100-200-300-400-500-600-700-800

E L E

V A

V D

0100200300 -100 -200 -300 -400 -500 -600 -700

E L E

V A

V D

0 100 200 300-100-200-300-400-500-600

E L E

V A

V D

100' 200'0

VERTICAL

C-05

HORIZONTAL

CENTERLINE OF DIKE AT STATION 17+00 DISTANCE IN FEET FROM CENTERLINE CENTERLINE OF DIKE AT STATION 87+00

LOOKING NORTHWESTLOOKING NORTHWEST

10' 20'0

(EL. 32.1')

TOP OF DIKE

100' 200'0

VERTICAL

C-05

HORIZONTAL

CENTERLINE OF DIKE AT STATION 50+00 DISTANCE IN FEET FROM CENTERLINE CENTERLINE OF DIKE AT STATION 71+00

LOOKING SOUTHWESTLOOKING SOUTHWEST

10' 20'0

DISPOSAL AREA INTERIOR

STATION 17+00 STATION 87+00

STATION 71+00STATION 50+00

+40

+30

+20

+10

+40

+30

+20

+10

+40

+30

+20

+10

+40

+30

+20

+10

TYPICAL SECTION THRU DIKE

(SURVEY 18-272)

EXISTING GRADE

(SURVEY 18-272)

EXISTING GRADE

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

File details come from the government source that posted it. Updated Jun 7, 2021.