B.08.03 Amendment 0002, MCSF Blount Island FY21.pdf

PDF 5 MB Posted Jun 16, 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 invitation for bid outlines a solicitation for maintenance dredging services at the Marine Corps Support Facility - Blount Island in Duval County, Florida. The project requires dredging from Station 0+00 to Station 56+09.1 to a depth of 38 feet MLLW plus two feet of allowable overdraft, with dredged material to be placed at the Dayson Island Disposal Area. Additional work includes bird and turbidity monitoring, standby time, and a partnering regroup. The NAICS code is 237990 and the magnitude of construction is estimated between $1,000,000 and $5,000,000. Bids are due by July 7, 2021. This is a small business set-aside acquisition encouraging participation from all responsible offerors. Offerors must register as interested vendors on SAM.gov to receive any amendments.

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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 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 Plans, MCSF Blount Island (W912EP21B0005).pdf	PDF	Jun 7, 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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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Marine Corps Support Facility - Blount Island, Maintenance Dredging 38-Foot Project Duval County, Florida

1. See SF 30 Continuation Sheet for Amendment Dteails.

2. Receipt of Bids remains unchanged (07 JUL 2021)

All other conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP21B0005

X 9B. DATED (SEE ITEM 11)

07-Jun-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Jun-2021

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

Marine Corps Support Facility - Blount Island, Maintenance Dredging 38-Foot Project, Duval County, Florida

W912EP21B0005 2 Amendment 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes have been updated with additions noted by underlined text (green in PDF) and deletions noted by line/cross-outs (red in PDF). These text changes pertain only to changes made by this amendment.

DELETE FAR Clause 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEP 2000) in Section 00700 and REPLACE with the attached revised FAR Clause 52.211-12 LIQUIDATED DAMAGES- CONSTRUCTION (SEP 2000) in Section 00700.

DELETE Section 00010A and REPLACE with the attached revised Section 00010A.

2. DRAWINGS:

DELETE Sheet ID G-01 and REPLACE with the attached revised Sheet ID G-01.

DELETE Sheet ID G-02 and REPLACE with the attached revised Sheet ID G-02.

DELETE Sheet ID G-03 and REPLACE with the attached revised Sheet ID G-03.

DELETE Sheet ID C-01 and REPLACE with the attached revised Sheet ID C-01.

DELETE Sheet ID C-02 and REPLACE with the attached revised Sheet ID C-02.

DELETE Sheet ID C-03 and REPLACE with the attached revised Sheet ID C-03.

DELETE Sheet ID C-04 and REPLACE with the attached revised Sheet ID C-04.

(End of Summary of Changes)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,586 $1,570 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the

Termination clause.

(End of clause)

W912EP21B0005 1 Amendment 0002

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND

MAINTENANCE DREDGING, 38-FOOT PROJECT

DUVAL COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

STATION 0+00 TO STATION 56+09.1 220,000

(ESTIMATED QUANTITIES, SEE NOTE 1) 150,000 CUBIC YARD $___________ $_______________

0003 TURBIDITY AND DISPOSAL MONITORING JOB $_______________

0004 MARINE ANIMAL OBSERVER

(MECHANICAL DREDGING ONLY) JOB $_______________

0005 BIRD MONITORING JOB $_______________

0006 STANDBY TIME (SEE NOTE 3) 24 HOUR $___________ $_______________

0007 PARTNERING REGROUP 1 EACH $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0007) $_______________

NOTES: (1) THE TOTAL QUANTITY SHOWN FOR EACH EXCAVATION CLIN INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN THE DATES OF SURVEYS SHOWN ON THE DRAWINGS AND ACTUAL DREDGING. THE CONTRACTOR SHALL NOT PERFORM WORK IN EXCESS OF THE TOTAL ESTIMATED QUANTITY GIVEN FOR EACH LINE ITEM WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST ONE WEEK PRIOR TO THE ANTICIPATED DATE THAT THE ESTIMATED QUANTITY

MAY BE EXCEEDED.

(2) OFFERS MUST PRICE ALL ITEMS. SEE SECTION 00100 INSTRUCTIONS TO OFFERORS.

(3) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO ENDANGERED SPECIES CONCERNS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. REQUIREMENTS FOR WORK STOPPAGES, DELAYS OR OTHER IMPACTS ASSOCIATED WITH COMPLIANCE WITH SECTION 01 57 20 ENVIRONMENTAL PROTECTION ARE NOT PAID FOR UNDER THIS LINE ITEM. STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING

OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT.

W912EP21B0005 00010A-1 Amendment 0002

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SOLICITATION NO.:

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SHEET INDEX

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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

T R

A C

O A S T

A L

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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

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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N D S

H E

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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

-M

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I0 P

L N .d g n

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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C T -G

I0 s y m b o ls .d g n

A B

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EXISTING CONCRETE

RIPRAP

CF CHAIN LINK FENCE

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.

EXISITNG GRADE / BOTTOM

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

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

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

10. NAVAIDS WERE LOCATED DURING THIS SURVEY.

28 MAY 2021 LEAD LINE SOUNDINGS SURVEY CREW

SB-36 10 MAY 2021 STA12+00 TO STA 38+00 & 36+00 TO 56+09

SB-36 3 MAY 2021 STA 0+00 TO STA 16+00

VESSEL DATE OF SURVEY AREA

ARE SHOWN IN LOW FREQUENCY (28 KHZ).

STA 38+00 - 57+00 ARE SHOWN IN HIGH FREQUENCY. DEPTHS INSIDE SECURITY GATE

T20P MULTIBEAM OPERATING AT 400 KHZ. DEPTHS OUTSIDE THE SECURITY GATE,

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

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. 21-165.

J U

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B M

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C T N

C H

E C

K E

D B

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U E D

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®of Engineers

US Army Corps

U .S

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M Y C

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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\Abbreviations and Symbols

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

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-F

O O

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C T

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R O

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B O

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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

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

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E C

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US Army Corps

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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\Project Overview

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

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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

G-03

G E

N E

R A

P R

O J E

C T O

V E

R V

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

B L

O U

N T I S

L A

N D

M A

E C

O R

P S S

U P P

O R

T F

A C

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

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'

150,000

APPROXIMATE SHORELINE APPROXIMATE SHORELINE

APPROXIMATE S

HORELINE

APPRO

XIM

ATE SHO

RELINE

APPRO

XIM

ATE SHO

RELINE

0+00 TO 56+09.10 38' 53,000

600' 1200'0

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

-M

C T -G

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

97,000

A R

E V

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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

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D E

N E

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D E

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M A

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E C

K E

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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\Dredging Plan

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

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

40.6

39.7

36.5

51.8

51.6 51.4

51.4

51.2

51.0 50.9

50.8

50.7

50.6

50.5

50.4

50.2

50.0

49.9

49.7

49.4

49.0

48.1

48.0

47.9

47.8

47.8 47.8

47.8

47.7

47.7 47.7

47.6

47.5

47.4 47.4

47.3

47.2

47.1

45.7 45.0

44.9

44.7

44.4 44.2 44.1

44.0

43.8

43.6 43.4

43.2

43.1

43.1 43.0

43.0

42.9

42.8

42.7

42.6 42.6

42.6

42.6 42.6

42.6

42.5

42.5 42.5

42.5

42.4

42.3

42.2 42.2

42.2

42.2 42.2

42.2

42.2 42.1

42.1

42.1 42.1

42.1

42.0

41.9

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

41.6

41.5

41.5 41.5

41.5

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.2

41.2 41.1

41.1

41.1 41.1

41.1

41.0

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

40.5

40.5 40.5

40.5

40.4 40.4

40.4

40.4 40.4

40.4

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.2

40.2 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

40.0

40.0 40.0

40.0

40.0 40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.2

39.1

39.1 39.1

39.1

39.0

38.9

38.9 38.9

38.9

38.8

38.8 38.8 38.8

38.8

38.7 38.5

38.5

38.4

38.3

38.1

37.3

37.3 37.2

37.0

36.9

36.8 36.8

36.6

36.4

36.1

35.9 35.9

35.7

35.6 35.6

35.6

35.5 35.4 35.3

35.3 35.2

35.0

34.8

34.6

34.6 34.3

34.2

34.1 33.9

33.6

33.5

33.4 33.3

33.2 33.2

33.0 32.7

32.5

32.3

32.2

32.1 32.0

32.0

31.7 31.7

31.6

31.4

31.2

30.8

30.7

30.6 30.5 30.5

30.3

30.1

29.7

29.5

29.4

29.0

28.9

28.7

28.6

28.3

28.2

28.1

27.9 27.6

27.6 27.1

26.7

26.7 26.5

26.4

26.2

25.7 24.8

24.7

24.7 24.3

24.2

23.7 23.5

23.4

23.3

11.4

22.5

22.3 21.8

21.4

21.4 21.2

21.2

21.1

21.0

20.9

20.8

20.6

20.5

20.4

20.1

20.0 20.0

19.8

19.7 19.7

19.4

19.3

19.1 19.1

18.8

18.7

18.4

18.3 18.2

18.2

18.1

18.1 17.9

17.8

17.7 17.4

17.4 17.3 17.2

17.0

16.9 16.8

16.5

16.5 16.5

16.4

16.2

16.2 16.1

16.0

15.7 15.7 15.6

15.5

15.1

15.0

15.0 14.9

14.9 14.8

14.6

14.5 14.4

14.4 14.3

14.2

14.2 13.8

13.7 13.7

13.7

13.5 13.4

13.3

13.3 13.3

13.2

13.2 13.1

13.1

13.0

13.0 12.8

12.8

12.7

12.6 12.6

12.5

12.3

12.1

12.1 11.9

11.9

11.6 11.6

11.6

11.6 11.4 11.3

11.3

11.2

11.2 11.1

11.1 11.0

10.9

10.7

10.6

10.4

10.3

9.9

9.99.8

9.8

9.8 9.8

9.5

9.4

9.3

9.2

9.2 9.2

9.0

8.9

8.9 8.88.7

8.6

8.6 8.5

8.4 8.4

8.4

8.3 8.2

8.1

8.17.8 7.8

7.7

7.6 7.5

7.5

7.5 7.5 7.2

7.2

7.1

7.1 7.1

7.0 7.0 6.9

6.9

6.8

6.6

6.5

6.3

6.2 6.2

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.5 5.3 5.1

5.0

5.0 4.9

4.8 4.8

4.7

4.5

4.54.4 4.3 4.3

4.3

4.2

4.2 4.1

3.9

3.9 3.8

3.8 3.7

3.6

3.5 3.5

3.5 3.3

3.2

3.1 3.1

3.0

3.0 3.0

2.9

2.7

2.6

2.5

2.4 2.1

1.9

1.7

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

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

J U

40.9 40.9

40.7

40.6 40.5

40.5

40.4

40.4 40.4

40.4

40.3 40.3

40.2

40.1

40.1 40.1

40.0

40.0 40.0

40.0

40.0 40.0

40.0 39.9

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.3 39.3

39.2

39.2 39.2

39.2

39.2 39.2

39.2

39.1 39.1

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.7 38.7

38.7

38.6

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.3

38.2

38.1

38.1 38.1 38.1

38.1

38.1 38.0

38.0

37.9

37.9 37.8

37.8

37.5

37.2 37.0

37.0

36.8

36.6 36.4

36.4 35.9

35.8

35.5 35.2

35.0

34.7

34.6

34.2

33.7

33.6

33.5 32.7

32.5 32.1

31.7

31.3 31.1

30.6

30.5

30.4

30.3

30.3 29.9

29.1 28.4

27.7 27.7

27.3 26.1

26.0

25.6 25.6 25.2 24.8

24.7

24.2

23.7

23.6 23.5

23.2

23.1

23.0

22.8

22.4 22.3 21.1

21.0

20.7

20.5

20.4

19.8

19.6 19.4 19.1 18.9

18.1

18.0 17.6

17.5

17.5 17.4 17.2

17.0

16.7 16.4

16.2

16.1

16.0

15.9

15.9 15.9

15.7

15.7 15.5

15.4 15.4

15.3 15.3

15.3

15.2 15.1

15.0 14.9

14.8

14.7

14.6

14.5

14.3

14.3 14.3

14.3 14.1 14.0

13.9

13.8 13.8

13.6 13.6

13.5 13.5

13.4

13.3 13.3

13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.6

12.5 12.4

12.3

12.1

11.9 11.9

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.3 11.3

11.2

11.1 11.0

11.0

10.9

10.8

10.7 10.7

10.7

10.6

10.5

10.4 10.4

10.4

10.3

10.2

10.1

10.0

10.0 9.9

9.9

9.8 9.8

9.8

9.7

9.6

9.5

9.4

9.3

9.2 9.2

9.1

9.0 9.0

8.8

8.6

8.58.4 8.3

8.3 8.3

8.1

8.0 8.07.9

7.9

7.8

7.7

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.9 6.9

6.7

6.6 6.6

6.6

6.6 6.56.4

6.4

6.3

6.1 6.1

6.0

5.9

5.8

5.7 5.7 5.6

5.6

5.6 5.6

5.6

5.5

5.5 5.4

5.4

5.3

5.0

4.9

4.8 4.8

4.8

4.7

4.6

4.5

4.4 4.4

4.4

4.3

4.2

4.0

3.9 3.9

3.9

3.8

3.7

3.6

3.5

3.4

3.3

3.2

3.1

3.0 3.0

3.0

2.9

2.9 2.9

2.8 2.7

2.6

2.5 2.5

2.5

2.3 2.3 2.3

2.3

2.2

2.1

1.9

1.8

1.8 1.8

1.7 1.7

1.7

1.6

1.5

9 49

17.

86.

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

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S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

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US Army Corps

U .S

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M Y C

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P S O

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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\Dredging Plan

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

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V A

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Y F

L O

A H T

R O

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

PLANE COORDINATES

X Y

R"36"

SEC GATE BUOY

G"1"

LABEL

MAP

TIE BACK BUOY

SEC GATE BUOY

G"37"

B/W

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

LT-37 (02/21) 495,182 2,203,323

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

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) 493,559 2,203,775

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

NAME

AIDS TO NAVIGATION

ACK_

BUO

BN-

"L T-

"S F_

BUO

"IN

"S F_

BUO

"S F_

BUO

-3 7"

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

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

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J U

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D E

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D B

D E

S C

M A

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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

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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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\Dredging Cross Sections

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

PROJECT CHANNEL

AREA TO BE DREDGED

50' 100'010' 20'0

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

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

7+00

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

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

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

VERTICAL HORIZONTAL

EXISTING BOTTOM

EXISTING BOTTOM EXISTING BOTTOM

EXISTING BOTTOM

EXISTING BOTTOM EXISTING BOTTOM

C-03

-M

C T -C

N s e c ti o n .d g n

SHEET GENERAL NOTES

D R

E D

G C

R O

S S S

E C

N S

SEE NOTE 2

AAA

R E

E D T

O A

C C

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P A

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M E

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J U

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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

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US Army Corps

U .S

A R

M Y C

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P S O

F E

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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\Typical Cross Sections

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

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T I S

L A

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E L E

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L L

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

N F

E E

T M

L L

PROJECT CHANNEL

50' 100'010' 20'0

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

16+00

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

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+00

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

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

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

R T

H E

A S

VERTICAL HORIZONTAL

EXISTING BOTTOM

SHEET GENERAL NOTES

C-04

-M

C T -C

N s e c ti o n .d g n

D R

E D

G C

R O

S S S

E C

N S

SEE NOTE 2

AAA

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

J U

VERTICAL HORIZONTAL

21B0005Am0002SF30Cont

00010A_MCSFBIMD21

Bid Sheet

MCBI_Plans-FY21_Amendment00002

G-01

G-02

C-01

C-03

C-04

File details come from the government source that posted it. Updated Jun 16, 2021.