B.08.02 Group2-18-R-J007_IWWJupiter St.Lucie MD BCOES CERT Specs.pdf

GROUP2-18- R-J007

Jacksonville District

IWW 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

TASK ORDER

27 MAY 2020

GROUP2-18-R-J007

IWW, Jacksonville to Miami Maintenance Dredging, 11-Foot Project, Vicinity of Jupiter, Inlet and 10-Foot Project, Vicinity of St. Lucie Inlet, Palm Beach and Martin Counties, Florida

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

WILLIAM L. REILLY, P.E.

CHIEF, WATERWAYS SECTION

DESIGN BRANCH, ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOSYSTEMS BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

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.

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. 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; cc should be sent to 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

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 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 James (Jim) Bonanno at (561) 236-8360 on or before 4 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)

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.

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

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 $500,000.00

(2) Property damage per occurrence $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

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT(SEE SEPARATE FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

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, FDEP

PENDING)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

(SEE BASE MATOC)

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

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

SURVEYOR’S REPORT

Hydrographic Examination Survey

Survey 20-099 IWW Cuts P1-P10

Palm Beach Co., vicinity of Jupiter Inlet, FL

Location: Palm Beach County, Florida

Date: Field data was acquired on 27 & 28 January 2020.

Personnel: System Operator: Travis Smith; Boat Captain: Jonathan Shelhamer

Datum: Horizontal coordinates are based on the state plane coordinate system for the East zone of Florida (SPC-FL-E), and referenced to the North American Datum of 1983. Elevations are referenced to MLLW, tidal epoch of 1983 – 2001 reported by the National Oceanic and Atmospheric Administration (NOAA)

KTD File: PalmBeach_2018 05 03.ktd was used for relating NAVD88 to MLLW.

Instruments: The following instruments were used for data collection:

SB - 48

Data Collection Software HYPACK 2019

Sounder

Ross Smart Sounder 835 operating at 28 and 200kHz Edgetech 6205 Combined Multibeam and Sidescan

Positioning Applanix Wavemaster v5 Trimble R8 Receiver / TDL450H Radio Modem

IMU Applanix POSMV WaveMaster

Field Procedures: This survey was performed utilizing Real-Time Kinematic (RTK) GPS with a base receiver established at survey monument “U-308” (PID: AD2996) for Cut 1 - Cut 10. See Appendix 1 for additional station information.

SURVEY CONTROL

MONUMENT PID

X COORDINATE

(ft)

Y COORDINATE

(ft)

GEOID

MODEL

ELEVATION (ft)

NAVD

MLLW

U-308 AD2996 956,649.48 953,013.75 2012A 16.97 19.07

V-308 AD2995 2012A 26.31

SECTION 00 31 21 CONTROL MONUMENTS

SECTION 00 31 21

Tidal reductions were obtained utilizing RTK and referenced to MLLW using a HYPACK KTD file provided by Geomatics section, titled: PalmBeach_2018 05 03.ktd. A tide staff was previously set from NOAA tidal benchmark “U-308” (published station information for this mark can be found in Appendix A). The tide staff was set on the dock at boat ramp and was used as the RTK tide check.

Sound velocity data via an Odom Digibar was also collected before daily survey operations.

Data Processing: Hydrographic data was processed and sounding spikes were removed immediately upon completion of the survey.

Special Notes: Image below represents statistical analyzes of the multibeam & single beam check lines. Based on the info below data fits within the hydrographic standards.

MAP SHEET NOTES:

REFER TO SURVEY NO. 20-099

ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN

AIDS TO NAVIGATION WERE LOCATED AS PART OF THIS SURVEY.

PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST

ZONE OF FLORIDA AND REFERENCED THE CURRENT REALIZATION OF THE NORTH AMERICAN

DATUM OF 1983, (NAD83), BASED ON THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM

(NSRS).

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

FOLLOWING REFERENCE BASE LOCATIONS:

*REFERENCE BASE LOCATED AT “U 308”

PID: AD2996

DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001, AS

REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). A

MODIFIED VERSION OF NOAA’S VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED

MLLW HEIGHTS OF THE BENCH MARKS BELOW:

*NOAA TIDAL STATION 872-2491, JUPITER SOUND, SOUTH END, FL FOR ENTIRE

PROJECT.

VERTICAL MEASURMENTS WERE MADE USING AN EDGETECH 6205 COMBINED MULTIBEAM AND

SIDSCAN.

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

SB-48 27 & 28 JAN 2020 CUT M-25, CUTS P-1 THRU P-10

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON

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

CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE

DEPTHS AT THE TIME OF SURVEY.

SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003,

HYDROGRAPHIC SURVEYING, 30 NOV 2013.

APPENDIX A

U 308

The NGS Data Sheet

See file dsdata.pdf for more information about the datasheet.

PROGRAM = datasheet95, VERSION = 8.12.5.4

1 National Geodetic Survey, Retrieval Date = OCTOBER 4, 2019

AD2996 ***********************************************************************

AD2996 TIDAL BM - This is a Tidal Bench Mark.

AD2996 DESIGNATION - U 308

AD2996 PID - AD2996

AD2996 STATE/COUNTY- FL/PALM BEACH

AD2996 COUNTRY - US

AD2996 USGS QUAD - JUPITER (1983)

AD2996

AD2996 *CURRENT SURVEY CONTROL

AD2996 ______________________________________________________________________

AD2996* NAD 83(1986) POSITION- 26 57 09.12 (N) 080 04 39.39 (W) HD_HELD1

AD2996* NAVD 88 ORTHO HEIGHT - 5.171 (meters) 16.97 (feet) ADJUSTED

AD2996 ______________________________________________________________________

AD2996 GEOID HEIGHT - -27.505 (meters) GEOID18

AD2996 DYNAMIC HEIGHT - 5.163 (meters) 16.94 (feet) COMP

AD2996 MODELED GRAVITY - 979,092.6 (mgal) NAVD 88

AD2996

AD2996 VERT ORDER - SECOND CLASS I

AD2996

AD2996.The horizontal coordinates were determined by differentially corrected

AD2996.hand held GPS observations or other comparable positioning techniques

AD2996.and have an estimated accuracy of +/- 3 meters.

AD2996.

AD2996.The orthometric height was determined by differential leveling and

AD2996.adjusted by the NATIONAL GEODETIC SURVEY

AD2996.in May 2010.

AD2996

AD2996.No vertical observational check was made to the station.

AD2996

AD2996.Significant digits in the geoid height do not necessarily reflect accuracy.

AD2996.GEOID18 height accuracy estimate available here.

AD2996

AD2996.This Tidal Bench Mark is designated as VM 5538

AD2996.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.

AD2996

AD2996.Click here to see if photographs exist for this station.

AD2996

AD2996.The dynamic height is computed by dividing the NAVD 88

AD2996.geopotential number by the normal gravity value computed on the

AD2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45

AD2996.degrees latitude (g = 980.6199 gals.).

AD2996

SECTION 00 31 21 CONTROL MONUMENTS

SECTION 00 31 21

https://www.ngs.noaa.gov/DATASHEET/dsdata.pdf https://www.ngs.noaa.gov/datums/vertical/index.shtml#NAVD88 https://www.ngs.noaa.gov/GEOID/GEOID18/computation.html https://www.ngs.noaa.gov/COOPS_Station/main.jsp?PID=AD2996&VM=5538 https://www.ngs.noaa.gov/cgi-bin/get_image.prl?PROCESSING=list&PID=AD2996

AD2996.The modeled gravity was interpolated from observed gravity values.

AD2996

AD2996; North East Units Estimated Accuracy

AD2996;SPC FL E - 290,479.1 291,587.3 MT (+/- 3 meters HH1 GPS)

AD2996

AD2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9155681511(NAD 83)

AD2996

AD2996 SUPERSEDED SURVEY CONTROL

AD2996

AD2996 NAVD 88 (06/15/91) 5.172 (m) 16.97 (f) SUPERSEDED 2 0

AD2996 NGVD 29 (??/??/92) 5.630 (m) 18.47 (f) SUPERSEDED 2 0

AD2996 NGVD 29 (09/01/92) 5.630 (m) 18.47 (f) ADJUSTED 2 0

AD2996

AD2996.Superseded values are not recommended for survey control.

AD2996

AD2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

AD2996.See file dsdata.pdf to determine how the superseded data were derived.

AD2996

AD2996_MARKER: DD = SURVEY DISK

AD2996_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

AD2996_SP_SET: BRIDGE WALKWAY

AD2996_STAMPING: U 308

AD2996_MARK LOGO: FLSRD

AD2996_MAGNETIC: N = NO MAGNETIC MATERIAL

AD2996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

AD2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

AD2996+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017

AD2996

AD2996 HISTORY - Date Condition Report By

AD2996 HISTORY - UNK MONUMENTED FLDT

AD2996 HISTORY - 1970 GOOD NGS

AD2996 HISTORY - 1972 GOOD NGS

AD2996 HISTORY - 1981 GOOD FLDNR

AD2996 HISTORY - 1986 GOOD USPSQD

AD2996 HISTORY - 1986 GOOD FLDNR

AD2996 HISTORY - 1987 GOOD USPSQD

AD2996 HISTORY - 19870801 GOOD USPSQD

AD2996 HISTORY - 19890813 GOOD USPSQD

AD2996 HISTORY - 20010331 GOOD NGS

AD2996 HISTORY - 20020629 GOOD USPSQD

AD2996 HISTORY - 20040917 GOOD USPSQD

AD2996 HISTORY - 20060122 GOOD FLDEP

AD2996 HISTORY - 20111217 GOOD GEOCAC

AD2996 HISTORY - 20130507 GOOD USACE

AD2996 HISTORY - 20170222 GOOD NGS

AD2996

AD2996 STATION DESCRIPTION

AD2996

AD2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

AD2996'AT JUPITER.

AD2996'AT JUPITER, ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 707 FROM

AD2996'THE JUNCTION OF U.S. HIGHWAY 1, SET ON THE TOP OF THE EAST END

AD2996'OF THE SOUTH WALKWAY FOR THE HIGHWAY BRIDGE OVER JUPITER SOUND

AD2996'(INTRACOASTAL WATERWAY), 2.8 FEET SOUTH OF THE SOUTH CURB OF THE

AD2996'HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE ROADWAY.

AD2996

AD2996 STATION RECOVERY (1972)

AD2996

SECTION 00 31 21 CONTROL MONUMENTS

https://www.ngs.noaa.gov/DATASHEET/dsdata.pdf

AD2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (1981)

AD2996

AD2996'RECOVERY NOTE BY FL DEPT OF NAT RES 1981

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (1986)

AD2996

AD2996'RECOVERY NOTE BY US POWER SQUADRON 1986 (BJS)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (1986)

AD2996

AD2996'RECOVERY NOTE BY FL DEPT OF NAT RES 1986

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (1987)

AD2996

AD2996'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTN)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (1987)

AD2996

AD2996'RECOVERY NOTE BY US POWER SQUADRON 1987 (REK)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (1989)

AD2996

AD2996'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (2001)

AD2996

AD2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)

AD2996'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.

AD2996

AD2996 STATION RECOVERY (2002)

AD2996

AD2996'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (2004)

AD2996

AD2996'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (2006)

AD2996

AD2996'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)

AD2996'RECOVERED AS DESCRIBED.

AD2996

AD2996 STATION RECOVERY (2011)

AD2996

AD2996'RECOVERY NOTE BY GEOCACHING 2011 (JL)

AD2996'SE CORNER OF BRIDGE.

AD2996

AD2996 STATION RECOVERY (2013)

AD2996

AD2996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (JLN)

AD2996'RECOVERED IN GOOD CONDITION.

AD2996

AD2996 STATION RECOVERY (2017)

AD2996

AD2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)

AD2996'RECOVERED IN GOOD CONDITION.

*** retrieval complete.

Elapsed Time = 00:00:00

U 308 (OPUS Solution)

* Note: OPUS solution was used for horizontal coordinates only. NAVD 1988 elevation used for survey was taken from NGS data sheet above.

U.S. DEPARTMENT OF COMMERCE

National Oceanic and Atmospheric Administration

National Ocean Service

Station ID: 8722491 PUBLICATION DATE: 11/10/2010

Name: JUPITER SOUND, SOUTH END

FL

NOAA Chart: 11474 Latitude: 26° 57.1' N ( 26.95170)

USGS Quad: JUPITER Longitude: 80° 4.8' W ( -80.08000)

T I D A L D A T U M S

Tidal datums at JUPITER SOUND, SOUTH END based on:

LENGTH OF SERIES: 2 MONTHS

TIME PERIOD: November 1972 - December 1972

TIDAL EPOCH: 1983-2001

CONTROL TIDE STATION: 8723170 MIAMI BEACH (CITY PIER)

Elevations of tidal datums referred to Mean Lower Low Water (MLLW), in METERS:

MEAN HIGHER HIGH WATER MHHW = 0.699

MEAN HIGH WATER MHW = 0.648

North American Vertical Datum NAVD88 = 0.643

SECTION 00 31 21 CONTROL MONUMENTS

SECTION 00 31 21

http://tidesandcurrents.noaa.gov/datum_options.html#MHHW http://tidesandcurrents.noaa.gov/datum_options.html#MHW https://tidesandcurrents.noaa.gov/benchmarks.html?id=8722491#DEFINITIONS

MEAN SEA LEVEL MSL = 0.354

MEAN TIDE LEVEL MTL = 0.352

MEAN LOW WATER MLW = 0.055

MEAN LOWER LOW WATER MLLW = 0.000

North American Vertical Datum (NAVD88)

Bench Mark Elevation Information In METERS above:

Stamping or Designation MLLW MHW

U 308 5.814 5.166

NO 1 1972 9.428 8.780

2491 E 1981 BSM 3.364 2.716

V 308 8.664 8.016

A 232 1965 5.492 4.844

MOD 2 1964 7.095 6.447

SECTION 00 31 21 CONTROL MONUMENTS

SECTION 00 31 21

http://tidesandcurrents.noaa.gov/datum_options.html#MSL http://tidesandcurrents.noaa.gov/datum_options.html#MTL http://tidesandcurrents.noaa.gov/datum_options.html#MLW http://tidesandcurrents.noaa.gov/datum_options.html#MLLW http://www.ngs.noaa.gov/Tidal_Elevation/diagram.xhtml?PID=AD2996&EPOCH=1983-2001

V 308

The NGS Data Sheet

See file dsdata.pdf for more information about the datasheet.

PROGRAM = datasheet95, VERSION = 8.12.5.4

1 National Geodetic Survey, Retrieval Date = OCTOBER 4, 2019

AD2995 ***********************************************************************

AD2995 TIDAL BM - This is a Tidal Bench Mark.

AD2995 DESIGNATION - V 308

AD2995 PID - AD2995

AD2995 STATE/COUNTY- FL/PALM BEACH

AD2995 COUNTRY - US

AD2995 USGS QUAD - JUPITER (1983)

AD2995

AD2995 *CURRENT SURVEY CONTROL

AD2995 ______________________________________________________________________

AD2995* NAD 83(1986) POSITION- 26 57 09.5 (N) 080 04 45.7 (W) HD_HELD2

AD2995* NAVD 88 ORTHO HEIGHT - 8.020 (meters) 26.31 (feet) ADJUSTED

AD2995 ______________________________________________________________________

AD2995 GEOID HEIGHT - -27.497 (meters) GEOID18

AD2995 DYNAMIC HEIGHT - 8.007 (meters) 26.27 (feet) COMP

AD2995 MODELED GRAVITY - 979,092.6 (mgal) NAVD 88

AD2995

AD2995 VERT ORDER - SECOND CLASS I

AD2995

AD2995.The horizontal coordinates were established by autonomous hand held GPS

AD2995.observations and have an estimated accuracy of +/- 10 meters.

AD2995.

AD2995.The orthometric height was determined by differential leveling and

AD2995.adjusted by the NATIONAL GEODETIC SURVEY

AD2995.in May 2010.

AD2995

AD2995.No vertical observational check was made to the station.

AD2995

AD2995.Significant digits in the geoid height do not necessarily reflect accuracy.

AD2995.GEOID18 height accuracy estimate available here.

AD2995

AD2995.This Tidal Bench Mark is designated as VM 5539

AD2995.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.

AD2995

AD2995.Click here to see if photographs exist for this station.

AD2995

AD2995.The dynamic height is computed by dividing the NAVD 88

AD2995.geopotential number by the normal gravity value computed on the

AD2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45

AD2995.degrees latitude (g = 980.6199 gals.).

AD2995

AD2995.The modeled gravity was interpolated from observed gravity values.

AD2995

AD2995; North East Units Estimated Accuracy

AD2995;SPC FL E - 290,489. 291,413. MT (+/- 10 meters HH2 GPS)

AD2995

AD2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9138181522(NAD 83)

AD2995

SECTION 00 31 21 CONTROL MONUMENTS

SECTION 00 31 21

https://www.ngs.noaa.gov/DATASHEET/dsdata.pdf https://www.ngs.noaa.gov/datums/vertical/index.shtml#NAVD88 https://www.ngs.noaa.gov/GEOID/GEOID18/computation.html https://www.ngs.noaa.gov/COOPS_Station/main.jsp?PID=AD2995&VM=5539 https://www.ngs.noaa.gov/cgi-bin/get_image.prl?PROCESSING=list&PID=AD2995

AD2995 SUPERSEDED SURVEY CONTROL

AD2995

AD2995 NAVD 88 (06/15/91) 8.023 (m) 26.32 (f) SUPERSEDED 2 0

AD2995 NGVD 29 (??/??/92) 8.483 (m) 27.83 (f) SUPERSEDED 2 0

AD2995 NGVD 29 (09/01/92) 8.483 (m) 27.83 (f) ADJUSTED 2 0

AD2995

AD2995.Superseded values are not recommended for survey control.

AD2995

AD2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

AD2995.See file dsdata.pdf to determine how the superseded data were derived.

AD2995

AD2995_MARKER: DD = SURVEY DISK

AD2995_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.

AD2995_SP_SET: BRIDGE WALKWAY

AD2995_STAMPING: V 308 1970

AD2995_MARK LOGO: FLSRD

AD2995_MAGNETIC: N = NO MAGNETIC MATERIAL

AD2995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

AD2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

AD2995+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017

AD2995

AD2995 HISTORY - Date Condition Report By

AD2995 HISTORY - 1970 MONUMENTED FLDT

AD2995 HISTORY - 1970 GOOD NGS

AD2995 HISTORY - 1972 GOOD NGS

AD2995 HISTORY - 1981 GOOD FLDNR

AD2995 HISTORY - 1986 GOOD USPSQD

AD2995 HISTORY - 1986 GOOD FLDNR

AD2995 HISTORY - 1987 GOOD USPSQD

AD2995 HISTORY - 19870801 GOOD USPSQD

AD2995 HISTORY - 19890813 GOOD USPSQD

AD2995 HISTORY - 20010331 GOOD NGS

AD2995 HISTORY - 20020629 GOOD USPSQD

AD2995 HISTORY - 20030709 GOOD USPSQD

AD2995 HISTORY - 20040917 GOOD USPSQD

AD2995 HISTORY - 20060122 GOOD FLDEP

AD2995 HISTORY - 20111217 GOOD GEOCAC

AD2995 HISTORY - 20170222 GOOD NGS

AD2995

AD2995 STATION DESCRIPTION

AD2995

AD2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

AD2995'AT JUPITER.

AD2995'AT JUPITER, ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 707 FROM

AD2995'THE JUNCTION OF U.S. HIGHWAY 1, SET ON THE TOP OF THE WEST

AD2995'END OF THE NORTH CONCRETE WALK FOR THE HIGHWAY BRIDGE OVER

AD2995'JUPITER SOUND (INTRACOASTAL WATERWAY), 2.9 FEET NORTH OF THE NORTH

AD2995'CURB OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.

AD2995

AD2995 STATION RECOVERY (1972)

AD2995

AD2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972

AD2995'RECOVERED IN GOOD CONDITION.

AD2995

AD2995 STATION RECOVERY (1981)

AD2995

AD2995'RECOVERY NOTE BY FL DEPT…