B.08.03 Revision 0001 - Specs (IWW Jupiter St. Lucie).pdf

GROUP2-18-R-J007 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

INTRACOASTAL WATERWAY, JACKSONVILLE TO MIAMI MAINTENANCE DREDGING, 10- FOOT

PROJECT, VICINITY OF ST. LUCIE INLET AND 11-FOOT PROJECT, VICINITY OF JUPITER INLET, MARTIN AND PALM BEACH COUNTIES, FLORIDA.

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

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER W912EP18R0029:

For GROUP 2 use: W912EP18R0029: Cavache, Inc. (W912EP19D0038); CJW Construction (W912EP19D0039); Coastal Dredging Company, Inc. (W912EP19D0040); Cottrell Contracting Corporation (W912EP19D0041); Florida Dredge and Dock, LLC (W912EP19D0042); Southern Dredging Co., Inc. (W912EP19D0043); Southwind Construction Corp (W912EP19D0044);

Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0045)

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY

LISTED FIRMS INCLUDED IN THE GROUP 2 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).

Note: Any type of dredge can be utilized, however if a cutter suction is selected it must be a 16” or larger.

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 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 be 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.

Revision 0001

GROUP2-18-R-J007 SF 1442-A2

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 if the offeror is “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, Paragraph 2.4(c) of the

MATOC

(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:

Anelis I. Nazario Castillo

Tel: 904-232-3285

Email: anelis.i.nazario-castillo@usace.army.mil

Block 10. The Government Requires Performance of the Work:

mailto:anelis.i.nazario-castillo@usace.army

GROUP2-18-R-J007 SF 1442-A3

The project consists of maintenance dredging the Intracoastal Waterway channel (IWW) in the vicinity of Jupiter and St. Lucie Inlets. These two areas are approximately 16 IWW channel miles apart. The area to be dredged at St. Lucie Inlet is referred to locally as the Crossroads because it is the junction of the IWW, Okeechobee Waterway, and the St. Lucie Inlet channels. The Jupiter Inlet portion of the project consists of maintenance dredging IWW Cuts P-1 through P-10 P-9. The excavated material will be piped to the beach placement area immediately south of Jupiter Inlet. The St. Lucie Inlet work consists of maintenance dredging IWW Cuts M-3 through M-6. Excavated material will be placed in the St. Lucie inshore impoundment basin for future use as beach renourishment fill. Incidental work for both project areas will include endangered species monitoring, turbidity monitoring. Vibration monitoring and beach tilling will be required at the Jupiter Inlet beach site.

Refer to Section 01 11 00 for complete description.

Magnitude of Construction is between $1,000,000.00 - $5,000,000.00.

NAICS Code: 237990 Small Business Size Standard: $27.5 MILLION.

You must be registered in the System for Award Management (SAM) in order to receive an award from this Notice of Intent. The SAM website is located at www.sam.gov.

Block 11. The performance period if mandatory. (Refer to FAR Clause 52.211-10 in Section 00700).

Block 12A. The Contractor must furnish any required performance and payment bonds: YES

Block 12B. The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13. Additional Solicitation Requirement

A. Offers to perform the required work are due electronically at the following email addresses by 2:00PM, local time on 26 June 2020: Anelis.I.Nazario-Castillo@usace.army.mil, and carbon copy Tedra.N.Thompson@usace.army.mil and Griselle.Gonzalez@usace.army.mil

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

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the Notice of 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, 17, 19 and 20A - 20D below:

Block 14. Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

http://www.sam.gov/

GROUP2-18-R-J007 SF 1442-A4

Block 15. Telephone No. (Include area code): _____________________

Block 16. Remittance Address: (Include only if difference 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 offers are due.

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

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

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print)

Block 20B. EMAIL

ADDRESS

Block 20C. SIGNATURE Block 20D.

OFFER DATE

Block 26 -- This Task Order will be administered by:

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

West Palm Beach Resident Office

SF 30 CONTINUATION SHEET

GROUP2-18-R-J007 1 REVISION 0001

IWW JACKSONVILLE TO MIAMI MAINTENANCE

DREDGING, 10-FT PROJECT VICINITY OF

ST. LUCIE INLET, AND 11-FT PROJECT VICINITY OF

JUPITER INLET, MARTIN AND PALM BEACH COUNTIES, FLORIDA

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this revision. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents. New sections are added without underlines and cross-outs.

Changes to Specifications:

Volume 1 of 2 – Contract Clauses:

DELETE the Addendum to the Standard Form 1442 and REPLACE with the attached Addendum to the Standard Form 1442

ADD Section 00010A -- Line Item and Pricing Schedule DELETE Section 00010A, Attachment A - Instructions for Technical Inquiries and Questions and REPLACE with the attached Section 00010A, Attachment A - Instructions for Technical Inquiries and Questions DELETE the Addendum to Section 0100 - Instructions to Offerors and REPLACE with the attached Section 0100 - Instructions to Offerors DELETE the Addendum to Section 00700 - Contract Clauses and REPLACE with the attached Section 00700 - Contract Clauses DELETE the Addendum to Section 00800 - Special Requirements and REPLACE with the attached Section 00800 - Special Requirements DELETE the Addendum to Section 00800A - Wage Determinations and Other Attachments and REPLACE with the attached Section 00800A - Wage Determinations and Other Attachments

Volume 2 of 2 – Technical Specifications:

DELETE all Technical Specifications Sections provided in solicitation GROUP2-18-R-J007 and REPLACE with the attached Technical Specifications for solicitation GROUP2-18-R-J007

2. DRAWINGS:

DELETE all Drawings provided in the solicitation GROUP2-18-R-J007 and REPLACE with the attached Drawings for solicitation GROUP2-18-R-J007

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

IWW JACKSONVILLE TO MIAMI MAINTENANCE

DREDGING, 10-FT PROJECT VICINITY OF

ST. LUCIE INLET, AND 11-FT PROJECT VICINITY OF

JUPITER INLET, MARTIN AND PALM BEACH COUNTIES, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 TURBIDITY MONITORING JOB $_______________

0003 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0004 VIBRATION CONTROL AND MONITORING JOB $_______________

JUPITER INLET BEACH DISPOSAL SITE

0005 LIABILITY INSURANCE (SEE NOTE 4) JOB $_______________

0006 EXCAVATION, UNCLASSIFIED, IWW CHANNEL VICINITY 95,000 CUBIC YARD $_______________$_______________

OF JUPITER INLET, STA 15+00 CUT P-1 TO STA 3+62.65

CUT P-9 (ESTIMATED QUANTITY, SEE NOTES 5 AND 6)

0007 EXCAVATION, UNCLASSIFIED, IWW CHANNEL VICINITY 48,000 CUBIC YARD $_______________$_______________

OF ST. LUCIE INLET, STA. 23+00 CUT M-3 TO STA. 17+00

CUT M-6 (ESTIMATED QUANTITY, SEE NOTES 5 AND 6)

0008 BEACH TILLING 1 ACRE $_______________$_______________

(ESTIMATED QUANTITY, SEE NOTE 6)

0009 PARTNERING REGROUP MEETING 1 EACH $_______________$_______________

0010 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $_______________$_______________

(ESTIMATED QUANTITY, SEE NOTE 6)

0011 SCREENING OF UNACCEPTABLE MATERIAL 100 CUBIC YARD $_______________$_______________

(ESTIMATED QUANTITY, SEE NOTE 6)

0012 REMOVAL AND DISPOSAL OF UNACCEPTABLE MATERIAL 10 CUBIC YARD $_______________$_______________

(ESTIMATED QUANTITY, SEE NOTE 6)

OPTION

0013 EXCAVATION, UNCLASSIFIED, IWW CHANNEL VICINITY 500 CUBIC YARD $_______________$_______________

OF ST. LUCIE INLET, STA. 26+12.63 CUT P-2 & STA. 0+00

CUT P-3 (ESTIMATED QUANTITY, SEE NOTES 5 AND 6)

TOTAL BID (LINE ITEMS 0001 THRU 0013): $_______________

NOTES:

(1) OFFERER MUST PRICE ALL LINE ITEMS. SEE PROVISION AT 52.214-18 (SECTION 00100).

(2) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, SECTION 00101, AND

BID GUARANTEE) COULD RENDER YOUR BID NON-RESPONSIVE. SEE PARAGRAPH 999.214-4018 (SECTION 00100).

(3) IN ACCORDANCE WITH FAR 9.104-2, SPECIAL STANDARDS, THE GOVERNMENT HAS DETERMINED THAT IN ORDER TO BE

CONSIDERED FOR AWARD OF THIS CONTRACT, THE CONTRACTOR MUST MEET ALL THE REQUIREMENTS OF

RESPONSIBILITY IDENTIFIED IN FAR PART 9 AS WELL AS PROVIDE A USCG CERTIFICATION AND/OR CURRENT MARINE

SURVEY INSPECTION CERTIFICATE(S) FOR DREDGE AND ALL PLANTS. FAILURE TO PROVIDE THIS DOCUMENTATION

AS REQUIRED BY THIS SOLICITATION MAY RENDER YOUR PROPOSAL INELIGIBLE FOR AWARD OF THIS TASK ORDER.

REFER TO CODE EM 385-1-1 FOR ADDITIONAL INFORMATION.

GROUP2-18-R-J007 00010A-1 Revision 0001

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

IWW JACKSONVILLE TO MIAMI MAINTENANCE

DREDGING, 10-FT PROJECT VICINITY OF

ST. LUCIE INLET, AND 11-FT PROJECT VICINITY OF

JUPITER INLET, MARTIN AND PALM BEACH COUNTIES, FLORIDA

(4) THE CONTRACTOR SHALL OBTAIN A PROPERTY DAMAGE LIABILITY INSURANCE POLICY FOR FIVE MILLION DOLLARS

($5,000,000.00) OF COVERAGE. THE POLICY SHALL MEET ALL THE REQUIREMENTS OF FAR 52.228-5 IN SECTION 00700

AND PARAGRAPH 999.228-4000 IN SECTION 00800.

(5) INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN DATES OF

SURVEYS SHOWN ON DRAWINGS AND DREDGING.

(6) ESTIMATED QUANTITY, ACTUAL QUANTITY MAY VARY.

GROUP2-18-R-J007 00010A-2 Revision 0001

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in

ProjNet at (https://www.projnet.org) No Later Than (NLT) 15 June 2020, End of Day. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment

/question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

The Solicitation Number is: GROUP2-18-R-J007

The Bidder Inquiry Key is: EZJ5X4-RWDEU2

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

Revision 0001GROUP2-18-R-J007 00010A-3

GROUP2-18-R-J007 Clause Addendum-1

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC CLAUSES OF THE

ORIGINAL SOLICITATION NUMBER: W912EP18R0029

THIS ADDENDUM IS ONLY APPLICABLE TO THIS

SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP2-18-R-J007

PROJECT TITLE:

INTRACOASTAL WATERWAY, JACKSONVILLE TO

MIAMI MAINTENANCE DREDGING, 10- FOOT

PROJECT, VICINITY OF ST. LUCIE INLET AND 11-FOOT

PROJECT, VICINITY OF JUPITER INLET, MARTIN AND

PALM BEACH COUNTIES, FLORIDA.

NOTICE TO OFFERORS: The information on the following pages is provided for the various clauses and/or paragraphs which require information to be filled in (when applicable) on each Request for Proposal for Task Orders issued under the awarded contracts. All applicable clauses, terms and conditions contained in the original solicitation and subsequently awarded contracts become part of each Task Order.

GROUP2-18-R-J007 Clause Addendum-2

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00100 ARE HEREBY PROVIDED:

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

Palm Beach County 22.4%

Martin County 30.4%

6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Palm Beach and Martin Counties, Florida.

(End of provision)

GROUP2-18-R-J007 Clause Addendum-3

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) (ALTERNATE I) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for -- 8 10 June 2020 at 09:00 am Local Time

(c) Participants will meet at -- (Location will be provided by the contract administration office via telephone. See (d) below.)

(d) Participants should call Joseph James (Jim) Bonanno at (561) 236-8360 on or before 4 5 June 2020 to make arrangements.

(e) Some core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 00 11 00 and 00 31 32 of individual request for proposals issued for task orders under this contract to make arrangements to inspect the borings. Failure to follow the instructions may result in a delay ranging in duration from one hour to 4 days.)

(f) After the site visit, a memorandum summarizing the visit may be posted to the appropriate website under the solicitation number. This posting will be strictly for informational purposes only.

The memorandum will not become a part of the solicitation. If the solicitation needs to be changed as a result of information obtained during the site visit, a written amendment will be made available to all registered vendors. Questions regarding any information given in the memorandum must be directed to the person whose name appears in item 9 of the Addendum to the Standard Form 1442.

(End of provision)

Revision 0001 k3ctctt9 Cross-Out k3ctctt9 Cross-Out

GROUP2 -18-R-J007 Clause Addendum-4

ADDENDUM TO SECTION 00700, CONTRACT CLAUSES

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00700 ARE HEREBY PROVIDED:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 60 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 135 calendar days after the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

The total completion time of 135 calendar days includes the following:

Base Bid 130 calendar days (includes 60 calendar days mob/demob) Option A _5_ calendar days

(End of clause)

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 $2,732 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)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

GROUP2 -18-R-J007 Clause Addendum-5

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

INTRACOASTAL WATERWAY, Plans G-01

JACKSONVILLE TO MIAMI

MAINTENANCE DREDGING,

10-FOOT PROJECT, VICINITY OF

ST. LUCIE INLET AND 11-FOOT

PROJECT, VICINITY OF JUPITER INLET

MARTIN AND PALM BEACH COUNTIES, FLORIDA

(End of clause)

GROUP2-18-R-J007 Clause Addendum-6

ADDENDUM TO SECTION 00800, SPECIAL REQUIREMENTS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00800 ARE HEREBY PROVIDED:

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS

The award decision for this contract was based, in part, on an evaluation of the personnel and/or subcontractors the Contractor included in its proposal for the positions and/or items of subcontracted work identified at the end of this paragraph. The Contractor agrees these personnel and/or subcontractors will be employed as described in its proposal and no substitutes will be employed without prior written approval of the Contracting Officer or Administrative Contracting Officer. The Contractor further agrees that any proposed substitutes shall meet or exceed the qualifications of the original personnel and/or subcontractors. If the Contractor’s proposal did not name a subcontractor for an identified item of work, the Contractor will not be allowed to subcontract that item of work without prior approval of the Contracting Officer or Administrative Contracting Officer. The limitations described herein shall apply to the following positions and/or items of subcontracted work: dredge, plant & equipment may not be substituted without prior approval of the Contracting Officer or Administrative Contracting Officer.

REQUIRED INSURANCE

In accordance with the Insurance - Work On A Government Installation clause of this contract, the following schedule applies:

(a) Workmen's Compensation and Employer's Liability.

(1) Compliance with applicable workmen's compensation and occupational diseases statutes is required. (If occupational diseases are not compensable under applicable statutes, coverage may be under employer's liability insurance.)

(2) Employer's liability $100,000.00

(b) General Liability (comprehensive form policy).

(1) Bodily injury per occurrence

(2) Property damage per occurrence

$500,000.00 $5,000,000.00

(c) Automobile Liability (comprehensive form policy).

(1) Bodily injury per person $200,000.00

(2) Bodily injury per accident $500,000.00

(3) Property damage per accident $20,000.00

GROUP2 -18-R-J007 Clause Addendum-7

ADDENDUM TO SECTION 00800A, WAGES DETERMINATIONS AND OTHER

ATTACHMENTS

THE FOLLOWING WAGES RATES ARE HEREBY INCORPORATED INTO THIS TASK

ORDER:

LIST OF CONSTRUCTION CONTRACT ATTACHMENTS

No. TITLE DATE NO. OF

PAGES

1 General Decision Number FL20200002 01/03/2020 5 2 General Decision Number FL20200003 01/03/2020 4 3 General Decision Number FL20200130 01/03/2020 6

W912EP-17-B-0012 00800A - 1

NOTE NOTE NOTE

THIS PROJECT INCORPORATES THE STATEWIDE HEAVY DREDGING AND HOPPER

DREDGING WAGE DECISIONS FOR FLORIDA AND THE HEAVY CONSTRUCTION

WAGE DECISION FOR PALM BEACH COUNTY, FLORIDA

THE HEAVY CONSTRUCTION WAGE DECISION MAY ONLY BE APPLIED TO

OPERATIONS OCCURRING ON LAND

EXECUTIVE ORDER (EO) 13658 ESTABLISHES AN HOURLY MINIMUM WAGE OF

$10.80 FOR 2020 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE

DAVIS-BACON ACT FOR ALL HOURS PERFORMED ON THE CONTRACT IN

CALENDAR YEAR 2020

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE

DECISIONS FURNISHED FOR THIS PROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT, U.S. ARMY CORPS

OF ENGINEERS AT fran.g.russell@usace.army.mil

"General Decision Number: FL20200130 01/03/2020

Superseded General Decision Number: FL20190130

State: Florida

Construction Type: Heavy

County: Palm Beach County in Florida.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020

ELEC0728-006 03/01/2019

Rates Fringes

ELECTRICIAN......................$ 32.63 12.23

ENGI0487-014 07/01/2013

Rates Fringes

OPERATOR: Crane All Tower Cranes Mobile, Rail, Climbers, Static- Mount; All Cranes with

Boom Length 150 Feet & Over (With or without jib) Friction, Hydraulic, Electric or Otherwise;

Cranes 150 Tons & Over;

Cranes with 3 Drums (When 3rd drum is rigged for work); Gantry & Overhead Cranes; Hydraulic Cranes Over 25 Tons but not more than 50 Tons;

Hydraulic/Friction Cranes;

& All Types of Flying Cranes; Boom Truck..........$ 29.05 8.80 Cranes with Boom Length Less than 150 Feet (With or without jib); Hydraulic Cranes 25 Tons & Under, & Over 50 Tons (With Oiler);

Boom Truck..................$ 28.32 8.80 OPERATOR: Drill.................$ 25.80 8.80 OPERATOR: Oiler.................$ 22.99 8.80

* IRON0402-003 01/01/2019

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 23.69 12.70

LABO1652-004 05/01/2018

Rates Fringes

LABORER: Grade Checker..........$ 22.05 7.27

PAIN0452-007 08/01/2019

Rates Fringes

PAINTER: Brush, Roller and Spray............................$ 19.96 11.05

SUFL2009-169 06/24/2009

Rates Fringes

CARPENTER, Includes Form Work....$ 17.00 2.51

CEMENT MASON/CONCRETE FINISHER...$ 16.93 0.00

LABORER: Common or General......$ 10.64 0.00

LABORER: Landscape..............$ 7.25 0.00

LABORER: Pipelayer..............$ 14.00 0.00

LABORER: Power Tool Operator (Hand Held Drills/Saws, Jackhammer and Power Saws Only)............................$ 10.63 2.20

OPERATOR: Asphalt Paver.........$ 11.59 0.00

OPERATOR: Backhoe Loader Combo............................$ 16.10 2.44

OPERATOR: Backhoe/Excavator.....$ 15.33 3.60

OPERATOR: Bulldozer.............$ 14.95 0.81

OPERATOR: Grader/Blade..........$ 16.00 2.84

OPERATOR: Loader................$ 16.05 0.00

OPERATOR: Mechanic..............$ 14.32 0.00

OPERATOR: Roller................$ 10.95 0.00

OPERATOR: Scraper...............$ 11.00 1.74

OPERATOR: Trackhoe..............$ 20.92 5.50

OPERATOR: Tractor...............$ 10.54 0.00

TRUCK DRIVER, Includes Dump Truck............................$ 9.60 0.00

TRUCK DRIVER: Lowboy Truck......$ 12.73 0.00

TRUCK DRIVER: Off the Road Truck............................$ 12.21 1.97

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

IWW Jacksonville to Miami Maintenance Dredging Martin and Palm Beach Counties, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32.10 GEOTECHNICAL DATA REPORT (ST. LUCIE INLET; SEE SEPERATE

FILE)

00 31 32.20 GEOTECHNICAL DATA REPORT (JUPITER INLET; SEE SEPERATE

FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURE (SEE BASE MATOC)

01 32 01.10 PROJECT SCHEDULE (Alternate) (SEE BASE MATOC)

01 33 00 SUBMITTAL PROCEDURES (SEE BASE MATOC)

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING (SEE BASE MATOC)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) (SEE

BASE MATOC)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY

CONTROL (SEE BASE MATOC)

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25.10 TURBIDITY AND DISPOSAL MONITORING (CROSSROADS)

01 57 25.20 TURBIDITY AND DISPOSAL MONITORING Jupiter Inlet, IWW

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

(SEE BASE MATOC)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26.03 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE (SEE BASE MATOC)

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 GROUP2-18-R-J007 Revision 0001

DESIGNATION - PANOS

PID - AD6410

STATE/COUNTY- FL/PALM BEACH

MARKER: TRIANGULATION STATION DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: PANOS 1970

MARK LOGO: CGS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 05, 2018

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1970 (CLH)

STATION IS LOCATED ABOUT 4 MILES SOUTH OF JUPITER INLET COLONY AND 2

MILES NORTH OF JUNO BEACH ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 1.

TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND A1A AT THE NORTH END OF

BRIDGE OVER JUPITER INLET, GO SOUTH ON U.S. HIGHWAY 1 FOR 3.3 MILES TO

STATION ON RIGHT AS DESCRIBED.

STATION MARK, A STANDARD DISK STAMPED PANOS 1970, IS SET IN THE TOP OF A

ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. THE

MARK IS 138 FEET WEST OF A CONCRETE POWER LINE POLE NO. 19D8, 36 FEET

WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 1 AND 4.7

FEET SOUTH OF A METAL WITNESS POST.

NO AZIMUTH MARK ESTABLISHED AT THIS STATION.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW)

STATION MARK, RMS 1 AND 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.

STATION RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)

MARK FOUND 3 FEET NORTH OF METAL WITNESS POST.

STATION RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1 Revision 0001

DESIGNATION - Y 402

PID - AD8022

STATE/COUNTY- FL/PALM BEACH

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: Y 402 1991

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - December 27, 2011

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1991

IN JUPITER, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD AND

CENTER STREET, 20.0 FT SOUTH OF THE SOUTH CURB OF THE STREET, 19.7 FT

EAST OF THE NEAR RAIL, 1.3 FT NORTHEAST OF A RIGHT-OF-WAY POST, 1.3 FT

NORTHWEST OF A WITNESS POST, AND 1.0 FT BELOW THE LEVEL OF THE STREET.

NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.

STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)

THE MARK IS IN JUPITER. TO REACH THE MARK FROM THE INTERSECTION OF STATE

HIGHWAY 706 (INDIANTOWN ROAD) AND STATE HIGHWAY 811 (ALTERNATE A1A, OLD

DIXIE HIGHWAY) IN JUPITER, GO NORTH ON STATE HIGHWAY 811 (ALTERNATE A1A,

OLD DIXIE HIGHWAY) FOR 0.4 MI TO THE JUNCTION OF CENTER STREET ON THE

LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE

GROUND WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT LEVEL WITH

CENTER STREET, THE DATUM POINT IS RECESSED 0.7 FT BELOW THE LEVEL OF THE

NGS LOGO CAP.

LOCATED 20.0 FT SOUTH OF THE CURB OF CENTER STREET, 19.7 FT EAST OF THE

EAST RAIL OF THE RAILROAD TRACKS, 1.3 FT NORTHEAST OF A RAILROAD RIGHT-

OF-WAY POST AND 1.3 FT NORTHWEST OF A CARSONITE WITNESS POST.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.

STATION RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008

RECOVERED AS DESCRIBED AT DIXIE HWY AND CENTER STREET

STATION RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GH)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 2 Revision 0001

DESIGNATION - U 308

PID - AD2996

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/PALM BEACH

MARKER: SURVEY DISK

SETTING: SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: BRIDGE WALKWAY

STAMPING: U 308

MARK LOGO: FLSRD

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 22, 2017

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

AT JUPITER, ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 707 FROM THE

JUNCTION OF U.S. HIGHWAY 1, SET ON THE TOP OF THE EAST END OF THE

SOUTH WALKWAY FOR THE HIGHWAY BRIDGE OVER JUPITER SOUND (INTRACOASTAL

WATERWAY), 2.8 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY AND 1 FOOT

ABOVE THE LEVEL OF THE ROADWAY.

STATION RECOVERY (2011)

RECOVERY NOTE BY GEOCACHING 2011 (JL)

SE CORNER OF BRIDGE.

STATION RECOVERY (2017)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 3 Revision 0001

DESIGNATION - V 308

PID - AD2995

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/PALM BEACH

MARKER: SURVEY DISK

SETTING: SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

SP_SET: BRIDGE WALKWAY

STAMPING: V 308 1970

MARK LOGO: FLSRD

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 22, 2017

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

AT JUPITER, ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 707 FROM THE

JUNCTION OF U.S. HIGHWAY 1, SET ON THE TOP OF THE WEST END OF THE

NORTH CONCRETE WALK FOR THE HIGHWAY BRIDGE OVER JUPITER SOUND

(INTRACOASTAL WATERWAY), 2.9 FEET NORTH OF THE NORTH CURB OF THE

BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.

STATION RECOVERY (2001)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)

THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.

STATION RECOVERY (2011)

RECOVERY NOTE BY GEOCACHING 2011 (JL)

NW CORNER OF BRIDGE.

STATION RECOVERY (2017)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 4 Revision 0001

Designation: T 693

PID: BBFH83

Stamping: T 693, 2007 Stability: May hold, commonly subject to ground movement Setting: Object surrounded by mass of concrete

Description: Station is located in Stuart, Florida adjacent to the St Lucie Inlet. From the intersection of A1AN and MacArthur Blvd. Turn right and travel south to Sailfish Point at the northern jetties of the St Lucie Inlet. Station is located on a concrete seawall 32 feet east of a wooden beach, and 206 east of the west end of seawall. Station is a brass disk set in concrete.

MARKER: SURVEY DISK SET IN A RETAINING WALL / SEAWALL

STAMPING: T 693 2007

MARK LOGO: FLDEP

MAGNETIC: NO MAGNETIC MATERIAL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - June 23, 2007

STATION DESCRIPTION BY FL DEPT OF ENV PRO 2007

THE STATION IS LOCATED ABOUT 9.1 MI SOUTHEAST OF EDEN, 6.6 MI EAST OF

PALM CITY AND 5.9 MI NORTH OF GOMEZ. THE MARK IS ON HUTCHINSON ISLAND.

TO REACH THE MARK FROM THE INTERSECTION OF MONTEREY ROAD (STATE ROAD

714) AND STATE HIGHWAY A1A (OCEAN BOULEVARD) IN STUART, GO EAST ON

STATE HIGHWAY A1A (OCEAN BOULEVARD) FOR 2.85 MI TO THE INTERSECTION OF

MAC ARTHUR BOULEVARD. TURN RIGHT ON MAC ARTHUR BOULEVARD AND GO SOUTH

FOR 2.5 MI TO THE SAILFISH POINT DEVELOPMENT ENTRANCE. CONTINUE SOUTH

ON SAILFISH POINT BOULEVARD FOR 0.5 MI TO THE JUNCTION OF HARBOR

CIRCLE ON THE LEFT. TURN LEFT ON HARBOR CIRCLE AND GO SOUTH FOR 0.3

MI TO THE JUNCTION OF DUNE DRIVE ON THE LEFT. TURN LEFT ON DUNE DRIVE

AND GO SOUTHEAST FOR 0.4 MI TO THE JUNCTION OF SOUTHVIEW DRIVE ON THE

RIGHT. TURN RIGHT ON SOUTHVIEW ROAD AND GO SOUTH FOR 0.05 MI TO A

LEFT HAND BEND IN THE ROAD. CONTINUE SOUTH ALONG A CONCRETE SIDEWALK

FOR ABOUT 275.0 FT (83.8 M) TO A CONCRETE SEAWALL AND THE MARK, SET

FLUSH IN THE TOP OF THE CONCRETE SEAWALL.

LOCATED 233.4 FT EAST OF A CORPS OF ENGINEERS SURVEY MARK SLI-11 1994

JAX. DIST., 110.5 FT WEST OF THE EAST END OF THE CONCRETE SEAWALL AND

8.0 FT SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK.

SECTION 00 31 21 Page 5 Revision 0001

DESIGNATION - T 693 (continued)

SECTION 00 31 21 Page 6 Revision 0001

DESIGNATION - SNAKE RESET

PID - AF6967

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/MARTIN

MARKER: HORIZONTAL CONTROL DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: SNAKE 1930 1979

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - February 09, 2017

STATION DESCRIPTION NOTE BY FL DEPT OF NAT RES 1980

1.7 MI ENE FROM PORT SALERNO. BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO,

PROCEED SOUTHERLY 0.45 MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR

AVENUE, PROCEED NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF

HORSESHOE POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD

TO ITS END AND THE MARK. THE MARK BEARS 13.6 FEET NORTH OF HORSESHOE POINT

ROAD CENTERLINE, 15 FEET SOUTHWEST OF A SEAGRAPE TREE, AND ABOUT 236 FEET

WEST OF THE EAST END OF HORSESHOE POINT SEAWALL. A DISK SET IN THE TOP OF A

CONCRETE POST PROJECTING -12 INCHES. 0.7 FOOT WEST OF A WITNESS POST THE

MARK IS 0.7 FT W FROM WITNESS POST

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 7 Revision 0001

DESIGNATION - SNAKE RESET (continued)

SECTION 00 31 21 Page 8 Revision 0001

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wind, wave, and weather data are provided for inclusion into the subject P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Tables 1 – 2.