SOLICITATION SPP FT PIERCE GROUP118RJ019.pdf

PDF 4 MB Posted Aug 21, 2020

Attached to: SHORE PROTECTION PROJECT, BEACH RENNOURISHMENT 2021, FT PIERCE, ST, LUCIE COUNTY, FLORIDA
Solicitation number: GROUP1-18-R-J019
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
Addendum to 1442 REVISION 0003 (3).pdf	PDF	Sep 16, 2020
Addendum to 1442 REVISION 0002 (1).pdf	PDF	Sep 4, 2020
Revision 0001 to Addendum to 1442 GROUP118RJ019.pdf	PDF	Aug 25, 2020
PLANS SPP FT PIERCE GROUP118RJ019.pdf	PDF	Aug 21, 2020
GDR FILES SPP FT PIERCE GROUP118RJ019.pdf	PDF	Aug 21, 2020

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GROUP1-18-R-J019

Jacksonville District

Shore Protection Project Fort Pierce Beach Renourishment 2021

St. Lucie County, Florida

Construction Solicitation and Specifications

Task Order

21 August 2020

ADDENDUM TO THE STANDARD FORM 1442

Shore Protection Project, Fort Pierce, Beach Renourishment 2021, St. Lucie County, Florida

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

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 - UNRESTRICTED:

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

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

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

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

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED

DREDGING MATOC POOL.

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

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s)

FACTOR 2 - Past performance

FACTOR 3 - Price

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

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

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

Evaluation Method:

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

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

FACTOR 2 - Past performance.

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

Evaluation Method:

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

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

FACTOR 3 – Price.

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

Offerors are required to submit the following:

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

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

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

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

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

DIVISION 701 SAN MARCO BLVD JACKSONVILLE FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Dewayne Sparks

EMAIL ADDRESS: Dewayne.A.Sparks@usace.army.mil

B. TELEPHONE NO.: 904-232-1626

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The project work consists of a base and one option. Project work includes constructing a beach berm between Florida Department of Environmental Protection (FDEP) Range Monuments R-34 to T-41 to an elevation +6.8 feet with a varying berm width. The Base of work consists of beach fill between Sta.

338+65 to Sta. 395+00 including an ADA compliant ramp. Option A consists of beach fill between Sta. 395+00 to Sta. 411+73. A permitted offshore borrow area for the project is located approximately 4 miles southeast of the project site. Due to the extensive hard ground areas located offshore of the fill template area, offshore pipeline access to the beach site is prohibited. The Contractor will operate the off-loading from inside the South Jetty of Fort Pierce Inlet, FL. Staging area and beach access to the project fill area is located at the end of Seaway Drive also near the south jetty offloading area.

Project work also includes but is not limited to endangered species observers, sea turtle non-capture trawl sweeping, turbidity monitoring, beach tilling, and construction/vibration controls and monitoring.

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

MAGNITUDE OF CONSTRUCTION: Between $5,000,000 and $10,000,000.

THIS SOLICITATION IS FOR GROUP 1 - UNRESTRICTED

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

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

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

BUSINESS SIZE STANDARD IS $30 MILLION.

Block 11 -- The Contractor shall begin performance within 75 calendar days and complete it within 120 calendar days after receiving notice to proceed. Complete all option CLINs within an additional 10 calendar days added to the period of performance.

This performance period is mandatory. (See FAR Clause 52.210.11 in Section 00700).

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE

AND PAYMENT BONDS: YES

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

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 21 Sep 2020 to dewayne.a.sparks@usace.army.mil & claurice.m.dingle@usace.army.mil.

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

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

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

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

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

DUNS: CAGE:

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

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

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the Government in writing within 30 calendar days after the date offers are due.

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

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

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20B. EMAIL

ADDRESS

Block 20C.

SIGNATURE

Block 20D.

OFFER DATE

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

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SHORE PROTECTION PROJECT

FT PIERCE BEACH RENOURISHMENT 2021,

ST. LUCIE COUNTY, FLORIDA

GROUP1-18-R-J019 00010A-1

LINE ITEM QUANTITY UNIT UNIT PRICE TOTAL

0001 JOB $___________ $_______________

0002 375,000 CUBIC YARD $___________ $_______________

0003 375,000 CUBIC YARD $___________ $_______________

0004 23 ACRE $___________ $_______________

0005 1 ACRE $___________ $_______________

0006 10 CUBIC YARD $___________ $_______________

DESCRIPTION

BASE

(Sta. 338+65 to Sta. 395+00)

MOBILIZATION AND DEMOBILIZATION

BEACH FILL

(ESTIMATED QUANTITY)

SCREENING (ESTIMATED QUANTITY)

BEACH TILLING

(ESTIMATED QUANTITY)

REMEDIATION OF NONCOMPLIANT MATERIAL

(SEE NOTE 5) (ESTIMATED QUANTITY)

TRANSPORTATION & DISPOSAL OF

UNACCEPTABLE MATERIAL

(SEE NOTE 4) (ESTIMATED QUANTITY)

0007 CONSTRUCTION/VIBRATION CONTROL AND MONITORING JOB $_______________

0008 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0009 TURBIDITY MONITORING JOB $_______________

0010 MOBILIZATION & DEMOBILIZATION FOR JOB $_______________

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY) (SEE NOTE 3)

0011 SEA TURTLE TRAWL SWEEPING 3 DAY $___________ $_______________

(HOPPER DREDGE ONLY) (SEE NOTE 3)

0012 STANDBY TIME 24 HOUR $___________ $_______________

0013 PARTNERING REGROUP 1 EACH $___________ $_______________

0014 CONTRACTING OFFICER'S FIELD TRAILER 4 MONTH $___________ $_______________

TOTAL BASE BID (LINE ITEMS 0001 THROUGH 0014) $_______________

OPTION A

(Sta. 395+00 to Sta. 411+73)

0015 BEACH FILL 84,000 CUBIC YARD $___________ $_______________

(ESTIMATED QUANTITY)

0016 SCREENING (ESTIMATED QUANTITY) 84,000 CUBIC YARD $___________ $_______________

0017 BEACH TILLING 5 ACRE $___________ $_______________

(ESTIMATED QUANTITY)

0018 CONSTRUCTION/VIBRATION CONTROL AND MONITORING JOB $_______________

0019 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0020 TURBIDITY MONITORING JOB $_______________

0021 SEA TURTLE TRAWL SWEEPING 3 DAY $___________ $_______________

(HOPPER DREDGE ONLY) (SEE NOTE 3)

0022 STANDBY TIME (SEE NOTE 2) 24 HOUR $___________ $_______________

0023 CONTRACTING OFFICER'S FIELD TRAILER 0.3 MONTH $___________ $_______________

OPTION A TOTAL (LINE ITEMS 0015 THROUGH 0023): $_______________

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SHORE PROTECTION PROJECT

FT PIERCE BEACH RENOURISHMENT 2021,

ST. LUCIE COUNTY, FLORIDA

GROUP1-18-R-J019 00010A-2

BASE AND OPTION A TOTALS (LINE ITEMS 0001 THROUGH 0023): $_______________

NOTES: (1) SEE SECTION 00100 "INSTRUCTIONS TO OFFERERS"

(2) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER OR ADMINISTRATIVE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO ENDANGERED SPECIES CONCERNS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. REQUIREMENTS FOR WORK STOPPAGES, DELAYS, OR OTHER IMPACTS ASSOCIATED WITH COMPLIANCE WITH SECTION 01 57 20 ARE NOT COMPENSABLE UNDER THIS CONTRACT ITEM. (SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION.)

STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS OR

IMPROPER OPERATIONAL PROCEDURES. PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME

REQUIRED BY THE CONTRACTING OFFICER.

(3) SEA TURTLE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING OFFICER.

SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION, PARAGRAPH "SEA TURTLE TRAWLING & RELOCATION

(FOR HOPPER DREDGE ONLY)".

(4) THE QUANTITY OF TRANSPORTATION & DISPOSAL OF UNACCEPTABLE MATERIAL CANNOT BE ACCURATELY ESTIMATED. REFER TO THE GEOTECHNICAL DATA REPORT FOR CHARACTERISTICS OF THE MATERIAL TO BE DREDGED. THE 10 CUBIC YARD QUANTITY IS THE SIZE OF A SMALL INDUSTRIAL DUMPSTER, AND IS

THE BASIS FOR PRICE NEGOTIATIONS OF THE ACTUAL AMOUNT OF UNACCEPTABLE MATERIAL

TRANSPORTED AND DISPOSED OF FOR THE PROJECT. PAYMENT WILL ONLY BE MADE FOR ACTUAL

QUANTITY OF UNACCEPTABLE MATERIAL TRANSPORTED AND DISPOSED OF.

(5) THE QUANTITY OF REMEDIATION OF NONCOMPLIANT MATERIAL CANNOT BE ACCURATELY ESTIMATED.

REFER TO THE GEOTECHNICAL DATA REPORT FOR CHARACTERISTICS OF THE MATERIAL TO BE

DREDGED. THE 1 ACRE QUANTITY IS ROUGHLY THE AREA THAT WOULD NEED TO BE REMEDIATED IF NONCOMPLIANT MATERIAL WAS PLACED ON THE BEACH. THIS QUANTITY IS THE BASIS FOR PRICE

NEGOTIATIONS OF THE ACTUAL AMOUNT OF REMEDIATION OF NONCOMPLIANT MATERIAL FOR

THE PROJECT. PAYMENT WILL ONLY BE MADE FOR ACTUAL QUANTITY OF REMEDIATION OF

NONCOMPLIANT MATERIAL.

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) 11 September 2020, Close of Business. 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: GROUP1-18-R-J019

The Bidder Inquiry Key is: RP2UF3-D27U4G

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.

THE FOLLOWING PAGES CONTAIN ADDENDUMS

TO SPECIFIC SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W12EP18R0029

THESE ADDENDUMS ARE ONLY APPLICABLE TO THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP1-18-R-J019

TASK ORDER PROJECT TITLE:

Shore Protection Project, Fort Pierce, Beach Renourishment 2021, St.

Lucie County, 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.

GROUP1-18-R-J019 Clause Addendum-1

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

Goals for female participation for each

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 Mid-Town in Palm Beach County.

(End of provision)

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 -- 27 August 2020 @ 0900 AM Local Time.

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

(d) Participants should EMAIL Ms. Cecilia Muzi at cecilia.c.muzi@usace.army.mil on or before 26 August 2020 at 3:00 pm (Local Time) to make arrangements

(e) Core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 01 11 00 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 will be posted to www.beta.sam.gov 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 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 Standard Form 1442.

(End Of Provision)

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 75 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 120 calendar days after the Contractor receives the notice to proceed. Complete all option CLINs within an additional 10 calendar days added to the period of performance. The time stated for completion shall include final cleanup of the premises.

***NOTE - IT IS THE GOVERNMENT'S INTENT TO ISSUE NTP ON OR ABOUT 30 DEC 2020***

(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 $2,217.00 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.

(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 Item # G-01Shore Protection Project, Fort Pierce, Beach

Renourishment 2021, St. Lucie County, Florida

(End of clause)

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: plant and equipment.

(End of Clause)

ADDENDUM TO SECTION 00800A, WAGE DETERMINATIONS & OTHER

ATTACHMENTS ARE HEREBY PROVIDED:

NO. TITLE DATE

1 Note --- 2 General Decision Number FL20200136 3-Jan-2020

NOTE

THE HEAVY CONSTRUCTION WAGE DECISION MAY ONLY BE APPLIED TO

OPERATIONS OCCURRING ON LAND. It cannot be applied to work of any sort conducted aboard vessels or floating plants of any type.

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.

904-232-3761, fax 904-232-1954.

"General Decision Number: FL20200136 01/03/2020

Superseded General Decision Number: FL20190136

State: Florida

Construction Type: Heavy

County: St Lucie 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

SUFL2009-175 06/24/2009

Rates Fringes

CARPENTER, Includes Form Work....$ 15.50 0.00

CEMENT MASON/CONCRETE FINISHER...$ 16.46 0.00

LABORER: Common or General......$ 10.52 0.00

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

LABORER: Pipelayer..............$ 13.93 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.....$ 21.70 0.00

OPERATOR: Bulldozer.............$ 16.07 0.00

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

OPERATOR: Loader................$ 14.11 0.00

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

OPERATOR: Roller................$ 11.25 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............................$ 10.60 0.00

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

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

TRUCK DRIVER: Servicer..........$ 12.00 0.00

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

SPP, Fort Pierce Beach Renourishment 2021 St. Lucie County, Florida

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 PROCEDURES (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 (SEE BASE MATOC)

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 55 26 TRAFFIC CONTROL (SEE BASE MATOC)

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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 32 - EXTERI OR I MPROVEMENTS

32 92 19 DUNE VEGETATION PLANTING

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

35 20 25 BEACH FILL

35 20 26.02 NATL DREDGING QM PROGRAM SCOW - ULLAGE PROFILE (SEE BASE

MATOC)

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 20 28 NATL DREDGING QM PROGRAM HOPPER DREDGE (SEE BASE MATOC)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

SHORE PROTECTION PROJECT

FORT PIERCE

BEACH RENOURISHMENT 2021

Shore Protection Project, Fort Pierce Beach Renourishment 2021

SECTION 00 31 21 pg. 1

DESIGNATION - T 633

PID - DI3927

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: T 633 2005

MARK LOGO: NGS

PROJECTION: RECESSED 3 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 22, 2013 ROD/PIPE-DEPTH: 19.8 meters

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)

THE MARK IS IN FORT PIERCE, NEAR THE SOUTH JETTY PARK, ON THE SOUTH

SIDE OF THE FORT PIERCE INLET.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE

HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY

A1A (SEAWAY DRIVE) FOR 2.5 MI TO THE JUNCTION OF SOUTH OCEAN DRIVE

(STATE HIGHWAY A1A SOUTH) ON THE RIGHT, TURN RIGHT ON SOUTH OCEAN

DRIVE AND GO SOUTH FOR 3.75 MI TO THE MARK ON THE LEFT, A STAINLESS

STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 64.8 FT WITH A NGS LOGO CAP

FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE HIGHWAY A1A SOUTH,

THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO

CAP.

LOCATED 290.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE

TO ST. LUCIE COUNTY (JOHN BROOKS) PARK, 64.0 FT SOUTHEAST OF THE

SOUTHEAST END OF A HEADWALL, 59.0 FT EAST OF THE CENTERLINE OF STATE

HIGHWAY A1A, 53.0 FT SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES

ATTACHED AND 1.0 FT WEST OF A CARSONITE WITNESS POST.

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

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

STATION RECOVERY (2013)

RECOVERED IN GOOD CONDITION.

NOTE-58.7 FT EAST-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY A1A,

50.3 FT SOUTHEAST OF A 3.5 FT HIGH METAL FENCE - PEDESTRIAN GUARD

RAIL, 47.9 FT SOUTH-SOUTHEAST OF POWER POLE NUMBER 10053, 22.0 FT

EAST-NORTHEAST OF THE EAST EDGE OF A SIDEWALK, 0.9 FT WEST-SOUTHWEST

OF A CARSONITE WITNESS AND THE NATIONAL GEODETIC SURVEY LOGO CAP IS

RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS

SECTION 00 31 21 pg. 2

RECESSED 0.3 FT BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO

CAP AND 2.5 FT BELOW THE LEVEL OF THE HIGHWAY.

NOTE THE MARK IS SET BETWEEN TWO 2.0 FT HIGH ROUND POLES (CUT-OFF

SECTIONS OF A POWER POLE) THAT ARE A PART OF A LINE OF 2.0 FT HIGH

POLES THAT FORMS A DRIVE THROUGH BARRIER FOR THE PARK.

SECTION 00 31 21 pg. 3

DESIGNATION - 872 2213 K TIDAL

PID - DI3923

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 2213 K 1995

MARK LOGO: NOS

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 22, 2013 ROD/PIPE-DEPTH: 24.1 meters

STATION DESCRIPTION/STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2013

NOTE-ADDITIONS, THE COAST GUARD AUXILIARY STATION DOCK AND THE CHAIN

LINK FENCE ARE BOTH GONE, THE MARK IS LOCATED NEAR THE NORTHWEST

CORNER OF THE PROPERTY THAT IS OCCUPIED BY THE COAST GUARD AUXILIARY

STATION FLOTILLA 58 LOCATED AT 1400 SEAWAY DRIVE (STATE ROAD A1A)

(TELEPHONE NUMBER 772-418-1142).

LOCATED ABOUT 318.0’ NORTH-NORTHWEST OF THE CENTERLINE OF S.R. A1A

(SEAWAY DRIVE), ABOUT 260.0’ NORTHWEST OF U.S. COAST AND GEODETIC

SURVEY BENCH MARK WITH DESIGNATION OF 872 2213 TIDAL 1 (STAMPED NO 1

1969), ABOUT 225.0’ NORTH-NORTHWEST OF U.S. COAST AND GEODETIC SURVEY

BENCH MARK WITH DESIGNATION OF D 231 (STAMPED D 231 1965) WHICH IS SET

IN THE CONCRETE BASE FOR THE SOUTHWEST LEGGED OF A FOUR LEG FLAG - OLD

WEATHER STATION SENSOR TOWER, 54.0’ NORTH OF THE SOUTHEAST CORNER OF

UNIT TWO OF THE CORAL APARTMENTS 28.5’ NORTHEAST OF THE NORTHEAST

CORNER OF UNIT ONE OF THE CORAL APARTMENTS (NOTE UNIT ONE AND UNIT TWO

ARE PART OF THE SAME BUILDING), 19.0’ EAST-NORTHEAST OF THE CENTERLINE

OF A DOCK FOR THE CORAL APARTMENTS AND 1.6’ EAST OF A CARSONITE

WITNESS POST.

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

NOTE THE NOS LOGO CAP IS RECESSED 0.2’ BELOW THE LEVEL OF THE GROUND,

THE DATUM POINT IS RECESSED BELOW THE LEVEL OF THE NOS LOGO CAP.

SECTION 00 31 21 pg. 4

SECTION 00 31 21 pg. 5

DESIGNATION - PIERCE 2 RM 5

PID - AF3221

MARKER: REFERENCE MARK DISK

SETTING: SET IN A PAVEMENT -- CURB

STAMPING: PIERCE 2 1963 NO 5 1971

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - September 02, 2005

STATION DESCRIPTION BY NATIONAL GEODETIC SURVEY 1971

3.5 MI NW FROM’ PIERCE. -- ABOUT 1.0 MILE NORTH ALONG THE FLORIDA

EAST COAST RAILROAD FROM THE STATION AT FT. PIERCE, THENCE 2.5 MILES

EAST ALONG SEAWAY DRIVE, IN SEC. 36, R.40 E. T.34 S., ON THE POINT

ALONG THE SOUTH SIDE OF FT. PIERCE INLET, 28 FEET NORTHEAST OF AN IRON

SEWER COVER, 21 FEET NORTH OF THE CENTERLINE OF SEAWAY DRIVE, 15 FEET

WEST OF THE EAST END OF THE NORTH CURB OF SEAWAY DRIVE, 12 FEET

SOUTHWEST OF A POWER POLE AND SET IN A DRILLHOLE IN TOP OF THE NORTH

CURB OF SEAWAY DRIVE.

STATION RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)

NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.

NOTE-STATE ROAD A1A (SEAWAY DRIVE) AND THE ROAD TO THE JETTY HAS BEEN

COMPLETELY RE-GRADED AND RE-BUILT, THE PARKING LOT AND FORT PIERCE

JETTY PARK HAS BEEN RE-DESIGNED AND RE-CONSTRUCTED, NEW SIDEWALK

ADDED, NEW TREE ADDED.

STATION RECOVERY NOTE BY NATIONAL GEODETIC SURVEY

RECOVERED AS DESCRIBED.

SECTION 00 31 21 pg. 6

DESIGNATION - 872 2212 B

PID - DO9391

MARKER: SURVEY DISK SET IN TOP OF CONCRETE MONUMENT

STAMPING: 2212 B 2013

MARK LOGO: FLDEP

PROJECTION: RECESSED 5 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

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

MOTION.

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - January 22, 2018

STATION DESCRIPTION BY FL DEPT OF ENV PRO 2013 (RWH)

THE MARK IS ABOUT 9.0 MI NORTH OF ANKONA, 5.2 MI SOUTHEAST OF INDRIO,

2.8 MI NORTHEAST OF FORT PIERCE.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE

HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY

A1A FOR 0.7 MI TO THE EAST END OF THE BRIDGE OVER THE INDIAN RIVER AND

HUTCHINSON ISLAND. CONTINUE NORTHEAST ON STATE ROAD A1A FOR 1.8 MI TO

A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS SOUTH AND BECOMES

SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY AROUND THE ROUND-ABOUT

AND CONTINUE EAST FOR 0.1 MI ON SEAWAY DRIVE TO ITS END AT THE BEACH

AND A ROAD TO THE NORTH, THAT PARALLELS THE BEACH AND GOES TO FORT

PIERCE JETTY PARK. TURN LEFT ON THIS ROAD AND GO NORTH ABOUT 0.05 MI

TO THE NORTHEAST CORNER OF THE PARKING LOT FOR THE PARK FROM THE

NORTHEAST CORNER OF THE PARKING LOT WALK ABOUT 140.0’ NORTH AND THEN

NORTHEAST ALONG THE EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION

OF A SIDEWALK THAT RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF

FORT PIERCE INLET AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK

JETTY. TURN RIGHT AND WALK ABOUT 335.0’ EAST ON THE SIDEWALK TO THE

MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2’

BELOW THE LEVEL OF THE SIDEWALK. LOCATED ABOUT 702.0’ WEST OF SURVEY

MARK 2212 A 2013, ABOUT 326.0’ EAST OF SURVEY MARK 2212 C 2013, 8.8’

NORTH OF THE APPROXIMATE CENTERLINE OF THE SIDEWALK ATOP THE JETTY,

6.2’ NORTH OF A WITNESS POST DECAL THAT IS APPLIED TO A 4.0’ HIGH

DECORATIVE ALUMINUM POST WITH A SMALL SOLAR LIGHT ON TOP LOCATED ALONG

THE NORTH SIDE OF THE CONCRETE SIDEWALK AND 0.9’ NORTH OF THE NORTH

EDGE OF THE SIDEWALK.

STATION RECOVERY NOTE BY GEOCACHING 2018 (RLM)

SECTION 00 31 21 pg. 7

DESIGNATION - 872 2212 C

PID - DO9392

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 2212 C 2013

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - July 19, 2013 ROD/PIPE-DEPTH: 24.4 meters

STATION DESCRIPTION BY FL DEPT OF ENV PRO 2013 (RWH)

THE MARK IS ABOUT 9.0 MI NORTH OF ANKONA, 5.1 MI SOUTHEAST OF INDRIO,

2.7 MI NORTHEAST OF FORT PIERCE.