B.08.03 Revision 0001, Jax Harbor Talleyrand (27 Apr 20).pdf

PDF 3 MB Posted Apr 27, 2020

Attached to: Jacksonville Harbor, Maintenance Dredging, 40-Foot Project Lower Terminal Channel, Duval County, Florida
Solicitation number: GROUP1-18-R-J016
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
B.08.03 Revision 0001, GDR, Jax Harbor Talleyrand.pdf	PDF	Apr 27, 2020
B.08.02 Plans, Jax Harbor Talleyrand.pdf	PDF	Apr 21, 2020
B.08.02 GDR, Jax Harbor Talleyrand.pdf	PDF	Apr 21, 2020
B.08.02 GROUP1-18-R-J016, Jax Harbor Talleyrand.pdf	PDF	Apr 21, 2020

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ADDENDUM TO THE STANDARD FORM 1442

Revision 0001 dated 27 April 2020

Jacksonville Harbor, Maintenance Dredging, 40-Foot Project Lower Terminal Channel, Duval County, Florida

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 - UNRESTRICTED:

Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025); Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029);

Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc.

(W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034);

The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED

DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors.

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s)

FACTOR 2 - Past performance

FACTOR 3 - Price

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

FACTOR 1 - Availability of technically acceptable dredge(s).

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

Evaluation Method:

The Government will evaluate all identified dredge(s) submitted to determine whether the identified dredge(s) have been found technically acceptable by the Contracting Officer prior to the proposal due date. The Government will also determine whether the dredge(s) are available to meet the required period of performance as stated in the

GROUP1-18-R-J016 1 Revision 0001

Notice of Intent.

To be determined Acceptable for Factor 1, the identified dredge(s) must have been found technically acceptable prior to the proposal due date and available to meet the required period of performance.

FACTOR 2 - Past performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

Past Performance was recently evaluated for all contractors under the Dredging MATOC. An "Acceptable" rating was earned under Past Performance for all offerors that received an award in accordance with the solicitation evaluation criteria for the Dredging MATOC (Solicitation No. W912EP18R0029). Therefore, for this task order all offerors will receive the Past Performance rating of "Acceptable".

Note: For future task orders, the Government reserves the right to use recent and relevant project data independently obtained from other Government or commercial sources or from any other sources available to include, but not limited to: (1) the Past Performance Information Retrieval System (PPIRS), (2) Federal Awardee Performance and Integrity Information System (FAPIIS) or Electronic Subcontract Reporting System (eSRS), or other data bases; (3) interviews with Program/Project Managers and Contracting Officers or rely upon personal business experience with the offeror; and (4) consider any information the offeror submits which explains any problems encountered on the identified contract and the offeror's corrective actions. The Government reserves the rights to obtain and evaluate past performance information from any source it deems appropriate. Information related to the contractor’s (or contractor’s team) performance in Quality, Schedule, Management, Regulatory Compliance, and Safety/Security will be reviewed from the aforementioned additional sources to determine the offeror “Acceptable” or “Unacceptable.

FACTOR 3 – Price.

The Offeror’s submission for this factor shall be fully completed. Offeror completeness addresses the extent to which the elements of the price proposal are consistent with the requirements of the RFP.

Offerors are required to submit the following:

(1) Completed Bid Schedule (see Section 00010A).

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Attachment 8, Paragraph 2.4.3, of the MATOC.

GROUP1-18-R-J016 2 Revision 0001

(3) Completed “Addendum to the Standard Form 1442 with the latest revision”.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 7. ISSUED BY: USA ENGINEER DISTRICT, JACKSONVILLE CONTRACTING

DIVISION 701 SAN MARCO BLVD JACKSONVILLE FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Joseph Sherwood

EMAIL ADDRESS: Joseph.D.Sherwood@usace.army.mil

B. TELEPHONE NO.: 904-232-2158

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The project work consists of channel maintenance dredging in various locations within the Lower Terminal Channel of Jacksonville Harbor. Excavated material will be placed in Bartram Island Cell A. Work also includes turbidity monitoring, endangered species observers (hopper dredges only) and sea turtle trawl-sweeping (hopper dredges only).

DESCRIPTON OF WORK: Refer to Section 01 11 00 for complete description.

MAGNITUDE OF CONSTRUCTION: Between $1,000,000 and $5,000,000.

THIS SOLICITATION IS FOR GROUP 1 - UNRESTRICTED

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN AWARD FROM

THIS NOTICE OF INTENT. THE SAM WEBSITE IS LOCATED AT WWW.SAM.GOV.

THE NAICS CODE FOR THIS NOTICE OF INTENT IS 237990 AND THE SMALL

BUSINESS SIZE STANDARD IS $30 MILLION.

complete it within 60 120 calendar days after receiving notice to proceed. This performance period is mandatory. (See FAR Clause 52.211-10 in Section 00700).

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE

AND PAYMENT BONDS: YES

Block 12B. PAYMENT BONDS DUE WITHIN 10 CALENDAR DAYS AFTER AWARD.

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 4 May 2020 to joseph.d.sherwood@usace.army.mil;

Block 11 -- The Contractor shall begin performance within 120 -----60 calendar days and

GROUP1-18-R-J016 3 Revision 0001 tedra.n.thompson@usace.army.mil and griselle.gonzalez@usace.army.mil

B. An offer guarantee is required. Electronic copy of the bid guarantee shall be submitted with the offer and Original must be received within two calendar days of the date due for submittal of offer

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the Notice Intent in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 16, 17, 19, and 20A- 20D below:

Block 14. NAME AND ADDRESS OF OFFEROR (including Zip Code)

DUNS: CAGE:

Block 15. TELEPHONE NO. (Include area code):

Block 16. REMITTANCE ADDRESS: (Include only if different than Item 14)

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the government in writing within 60 calendar days after the date the offers are due.

Block 18. The offeror agrees to furnish any required performance and payment bonds.

Block 19. ACKNOWLEDGMENT OF REVISIONS (The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each)

REVISION

NO.

DATE

GROUP1-18-R-J016 4 Revision 0001

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20C.

SIGNATURE

Block 20D.

OFFER DATE

Block 26 --This Task Order will be administered by: Jacksonville Resident Office

GROUP1-18-R-J016 5 Revision 0001

SF 30 CONTINUATION SHEET

Jacksonville Harbor, Maintenance Dredging, 40-Foot Project, Lower Terminal Channel, Duval County, Florida

SUMMARY OF CHANGES ‐ Changes in Green representing additions and Red representing deletions

1. Addendum to SF1442:

DELETE attached Addendum to SF1442 and REPLACE with the attached revised Addendum to SF1442

2. Specifications:

DELETE Section 01 11 00 and REPLACE with the attached revised Section 01 11 00.

3. Drawings:

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

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.

4. Attachments:

DELETE Attachment ‘B.08.02 GDR’ and REPLACE with the attached revised ‘B.08.02 GDR’

(End of Summary of Changes)

GROUP1-18-R-J016 6 Revision 0001

Jacksonville Harbor, Maintenance Dredging 40-Foot Project, Lower Terminal Channel

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Performed by Others

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.6.6 Hydrographic Surveys

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 GROUP1-18-R-J016 Revision 0001GROUP1-18-R-J016 7 Revision 0001

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Jacksonville Harbor Emergency Maintenance Dredging, 40-Foot Project, Lower Terminal Channel, Duval County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE

DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work consists of channel maintenance dredging in various locations within the channel of Jacksonville Harbor as defined in the drawings.

Excavated material will be placed in Bartram Island Cell A. Work also includes turbidity monitoring, endangered species observers (hopper dredges only) and sea turtle trawl-sweeping (hopper dredges only), dedicated manatee and sea turtle observer (mechanical dredges only), bird monitoring, and disposal area pumpout.

1.3.2 Location

The project site is located in Duval County on the northeast coast of Florida in the St. Johns River.

SECTION 01 11 00 Page 2 GROUP1-18-R-J016 Revision 0001GROUP1-18-R-J016 8 Revision 0001

1.3.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.3.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.6.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.6.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.4 Maritime Traffic

Marine traffic in the project area consists of Naval, cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.6.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or

SECTION 01 11 00 Page 3 GROUP1-18-R-J016 Revision 0001GROUP1-18-R-J016 9 Revision 0001 endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.6.6 Hydrographic Surveys

Hydrographic surveys are provided on the ehydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d Survey numbers are indicated on the drawings.

1.7 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.7.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or

SECTION 01 11 00 Page 4 GROUP1-18-R-J016 Revision 0001GROUP1-18-R-J016 10 Revision 0001 through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 EXISTING WORK

In addition to FAR 52.236-9, "Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer.

At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the

SECTION 01 11 00 Page 5 GROUP1-18-R-J016 Revision 0001GROUP1-18-R-J016 11 Revision 0001 completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 6 GROUP1-18-R-J016 Revision 0001GROUP1-18-R-J016 12 Revision 0001

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SURVEYING, 30 NOV 2013.

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

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

DEPTHS AT THE TIME OF THE SURVEY.

TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

REFERENCE BASE LOCATED AT "JHFO ARP" (OPUS PID: BBGL18)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

SB-3603 MAR 2020 TERMINAL CHANNEL STA. 33+00 TO 72+00

SB-3626 FEB 2020 TERMINAL CHANNEL STA. 18+00 TO 32+00

VESSEL DATE OF SURVEY CUT

CHANNEL WHICH ARE SHOWN IN LOW FREQUENCY (28 KHZ).

(200/240 KHZ) EXCEPT FOR STATIONS 00+00 TO 65+00 OF THE TERMINAL

TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY

SMARTSOUNDER WITH A DUAL FREQUENCY (28/200 KHZ) SINGLE-BEAM

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C

NOAA TIDAL STATION 872-0242, LONG BRANCH

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

BENCHMARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED BELOW:

WAS FIELD CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

USED TO GENERATE THE "KTD" MODEL REFERENCED ABOVE. THIS MODEL

WITH INFORMATION OBTAINED AT PUBLISHED NOAA TIDE STATIONS, WAS

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL, ALONG

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

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

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

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

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

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_20191202.KTD".

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

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

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC

1. REFER TO SURVEY NO. 20-085.

FULL SECTION

EXTERIOR ELEVATION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

C-16

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

A-21A-21

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

G E

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49.5

PID AF3134

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

LEGEND - NAVIGATION

CB-JH99-22

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

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SCALE REFERENCE

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DRAWING WHERE SHOWN

SCALE REFERENCE

SCALE: HORIZONTAL 1" = 200' VERTICAL 1" = 20'

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SURVEY NOTES

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N T S S

U R

V E

Y N

O T

E S

C - CIVIL

G - GENERAL

DISPOSAL AREA DESIGNATION

WETLAND AREA

EXISTING GRADE

VERTICAL

UPPER TERMINAL CHANNEL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TERMINAL CHANNEL

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER TERMINAL CHANNEL

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

ALAFIA RIVER CHANNEL

APPROXIMATE

VERT

UTC

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

IWW

INV

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMMA

CHN.

CBL

BLVD

ARC

APPROX.

THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

4. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE

THE CONTRACTOR SHALL BE RESPONCIBLE FOR VERIFYING THE LOCATION OF ALL

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS.

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

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

THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO

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

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

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

CORE BORING WITH IDENTIFIER

SS-JH99-22

A R

E V

E D T

O A

C C

O M

P A

N Y R

E V

A P

0SURFICIAL SAMPLE WITH IDENTIFIER

GROUP1-18-R-J016 13 Revision 0001

C-02

KEY PLAN

N.T.S.

C-01

100' 200'0

D R

E D

G P

L A

C-01

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

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

RGE. 287.50

RGE. 0 RGE. 0

X =46

S T

A L

T C

S T

A L

T C

S T

A L

T C

S T

A L

T C

S T

A L

T C

S T

A L

T C

S T

A L

T C

T A L

T C

S T

A L

T C

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

S T

A L

T C

APPROXIMATE SHORELINE

LOWER TERMINAL CHANNEL

RGE. 287.50

RGE. -287.50RGE. -287.50

-J

H M

D -C

N .d g n

M A

T C

H L

E S

T A

T C

DREDGING PLAN - STA. 20+00 LTC TO STA .51+00 LTC

A A

P R

R E

E D T

O A

C C

O M

P A

N Y R

E V

D U

V A

L C

O U

N T

Y F

L O

A S

O L

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

D R

A W

G D

A T

E N

A M

A N

S I E

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

R E

L Y

R P

T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\05 Civil\C-01

B O

A J

A C

K S

O N

R B

O R

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 L

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

48.7

48.7 48.6

48.5 48.4

48.3

48.2

48.1

48.0

48.0 48.0

48.0

47.9

47.8 47.8

47.6

47.5

47.4

47.4 47.4

47.3

47.2

47.1

47.0

46.9

46.8

46.7

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.4

46.3

46.2

46.1 46.1

46.1

46.0

46.0 46.0

46.0

45.9

45.8

45.7

45.6

45.6 45.6

45.5

45.4

45.3

45.3 45.3

45.3

45.2

45.1

45.1 45.1

45.1

45.0

44.9

44.9 44.9

44.8

44.7 44.7

44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.5 44.5

44.5

44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2 44.2

44.2

44.2 44.2

44.2

44.1

44.1 44.1

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.7 43.7 43.7

43.7

43.6

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.2

43.2 43.2

43.2

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

43.0

43.0 43.0

42.9

42.8

42.7

42.7 42.7

42.7

42.6

42.6 42.6

42.6

42.5

42.5 42.5 42.5

42.5

42.4

42.4 42.4

42.4

42.3

42.3 42.3

42.3

42.3 42.3

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 42.1

42.1

42.0

42.0 42.0

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

41.7

41.7 41.7

41.7

41.6

41.6 41.6

41.6

41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.5 41.5

41.5

41.5 41.5

41.4

41.4 41.4

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.2

41.2 41.2

41.1

41.1 41.1

41.1

41.1 41.1

41.1

41.1 41.1

41.0

41.0 41.0

41.0

40.9

40.9 40.9

40.9

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.6

40.6 40.6

40.6

40.6 40.6 40.6

40.6

40.6 40.6

40.5

40.5 40.5

40.5

40.4

40.4 40.4

40.4

40.4 40.4

40.3

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

40.1

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

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

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.6 39.6

39.5

39.5 39.5

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.8 38.8

38.8

38.7

38.7 38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.6 38.6

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4 38.4

38.4

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.2

38.1

38.0

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.7

37.6

37.6 37.6

37.6

37.5

37.5 37.5

37.5

37.4 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.0 37.0

37.0

36.9

36.9 36.9

36.8

36.7

36.6

36.5

36.5 36.5

36.4

36.3

36.3 36.3

36.3

36.2

36.1

36.0

36.0 36.0

35.9

35.8

35.7

35.6

35.5 35.5

35.5

35.4

35.3

35.2 35.2

35.2

35.1 35.1

35.0

35.0 35.0

34.9

34.9 34.8

34.8 34.8

34.7

34.6 34.6

34.6

34.5

34.5 34.4

34.4 34.4

34.4

34.3 34.3

34.3

34.2 34.2

34.2

34.1

34.1 34.1 34.1

34.1 34.1

34.1

34.0

33.9

33.9 33.9

33.8

33.7

33.6

33.6 33.6 33.5

33.5 33.5

33.4 33.4

33.4

33.4 33.4

33.3

33.2 33.2

33.2

33.0

32.9

32.8 32.6

32.5

26.6 24.8

19.1 16.9 11.6

CB-42-73

CB-95

CB-J91-16

CB-JHB03-24

CB-JHB03-25

SS-JH20-04

SS-JH20-05

SS-JH20-03

SS-JH20-02

SS-JH20-01

GROUP1-18-R-J016 14 Revision 0001

C-02

KEY PLAN

N.T.S.

C-01

45.3

45.0

44.6

44.5

44.4

44.0

43.9

43.7

43.4

43.4 43.4

43.3

43.2

43.1

43.0

42.9

42.7

42.6

42.6 42.6

42.5

42.3

42.2

42.1 42.1

42.1

42.0

42.0 41.9

41.9

41.8 41.8 41.8

41.8 41.8

41.8

41.7

41.6 41.6

41.6

41.5

41.5 41.5

41.5

41.4

41.3 41.3

41.3

41.3 41.2

41.2

41.2 41.2

41.1 41.1

41.1

41.0

41.0 41.0

41.0

40.9

40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.6

40.6 40.6

40.5 40.5

40.5

40.4

40.3

40.2

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

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

39.7

39.7 39.7

39.7

39.6 39.6

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

39.3

39.3 39.3

39.3

39.3 39.3

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

39.1

39.0 39.0

39.0

39.0 39.0

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

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

38.7

38.7 38.7

38.7

38.7 38.7

38.7

38.7 38.7

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.4 38.4

38.4

38.4 38.4

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.2

38.2

38.2 38.2 38.2

38.2

38.1

38.1 38.1

38.1

38.1 38.1

38.1

38.0 38.0

38.0

38.0 38.0

38.0

38.0 38.0

37.9

37.8

37.8 37.8

37.8

37.8 37.8

37.7

37.6

37.5 37.5

37.5

37.4

37.3

37.3 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

37.0 37.0

36.9

36.9 36.9

36.8

36.7

36.6

36.5

36.4 36.4

36.4

36.4 36.4

36.3

36.2

36.1

36.0

36.0 36.0

36.0

35.9

35.9 35.9

35.8

35.7

35.6

35.6 35.6

35.5

35.5 35.5

35.5

35.4

35.3 35.3

35.3

35.3 35.3

35.2

35.1

35.1 35.1

35.1

35.0

35.0 35.0

34.9

34.9 34.9

34.8

34.8 34.8

34.7

34.6

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.4

34.4 34.4

34.3

34.3 34.3 34.3

34.3 34.3

34.2 34.2

34.1

34.1 34.1

34.1

34.0

34.0 33.9

33.9

33.9 33.9

33.8

33.7

33.7 33.7

33.6 33.6

33.6

33.5

33.4

33.4 33.4

33.4 33.4 33.4

33.4

33.3 33.3

33.3

33.2 33.2

33.2

33.2 33.2

33.1

33.0

33.0 32.9

32.9

32.8

32.8 32.8

32.8

32.7

32.6 32.6

32.6

32.6 32.6 32.6

32.5 32.5

32.5

32.4

32.3

32.2

32.2 32.2

32.1

32.0

31.8 31.8

31.7

31.7 31.7

31.7 31.6

31.6

31.5 31.4

31.4

31.3

31.0

30.9

30.9 30.8

30.7

30.7 30.6

30.6 30.5

30.4 30.4 30.4 30.3

30.2

29.8 29.8 29.8 29.7

29.7

29.6 29.5

29.5 29.5 29.5

29.4

28.9 28.9 28.8

28.8 28.7

28.7

28.6 28.6

28.5 28.4

28.4

28.4 28.4

28.4

28.3 28.2 28.1

28.0

27.9

27.9 27.8 27.8

27.8

27.7

27.5 27.5

27.5 27.4

27.3 27.3

27.3

27.3 27.3

27.1

27.0 27.0 27.0 27.0

27.0 26.8

26.7

26.6 26.6

26.5 26.3

26.2

26.1 26.0

25.7

25.6 25.6

25.5

24.9

24.8

24.5

23.8

D U

V A

L C

O U

N T

Y F

L O

A S

O L

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

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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

D R

A W

G D

A T

E N

A M

A N

S I E

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

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L E F

R E

L Y

R P

T O pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Emergency Maintenance Dredging, 40' Project, LTC\080 - Plans\05 Civil\C-02

B O

A J

A C

K S

O N

R B

O R

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 L

O W

E R T

E R

A L C

H A

N N

E L

G R

O U

P -1

-R -J

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

S T

A L

T C

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

RGE. 287.5

RGE. 0

RGE. -287.5

C-02

S T

A L

T C

S T

A L

T C

S T

A U

T C

S T

A U

T C

S T

A U

T C

D R

E D

G P

L A

X =46

X =45

40 FEET38 FEET

TRANSITION

CHANNEL DEPTH

100' 200'0

APPROXIMATE SHORELINE

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

LOWER TERMINAL CHANNELUPPER TERMINAL CHANNEL

S T

A L

T C T

O S

T A L

T C

DREDGING PLAN - STA. 51+00 LTC TO STA. 82+00 LTC

-J

H M

D E -C

N .d g n

S T

A L

T C

S T

T C

E V

E D T

O A

C C

O M

P A

N Y R

E V

A P

C-03

CB-J91-18

CB-JHB03-26

CB-JHB03-27

SS-JH20-06

SS-JH20-10

SS-JH20-09

SS-JH20-08

SS-JH20-07

GROUP1-18-R-J016 15 Revision 0001

Revised Addendum to SF1442

Summary of Changes

Specs and Drawing Changes

File details come from the government source that posted it. Updated Apr 27, 2020.