B.08.02 GROUP1-18-R-J010 Lido Key Solicitation.pdf

Jacksonville District

GROUP1-18-R-J010

Lido Key Hurricane and Storm Damage Reduction Project

Sarasota County, Florida

Construction Solicitation and Specifications Task Order

17 December 2019

ADDENDUM TO THE STANDARD FORM 1442

Lido Key, Florida Hurricane and Storm Damage Reduction (HSDR) Project, Sarasota 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: JACKSONVILLE CONTRACTING DIVISION 701 SAN MARCO

BLVD JACKSONVILLE FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Joseph Sherwood

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

B. TELEPHONE NO.: 904-232-2158

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The proposed project is to nourish approximately 1.6 miles of shoreline on Lido Key using beach compatible material. The primary sand source will be portions of Big Sarasota Pass and ebb shoal, split over three borrow areas (B, C and D). The fill template design includes a berm crest elevation of +4.0 feet North American Vertical Datum 1988 (NAVD88) and a sloped berm section from +4 feet NAVD88 down to +2.0 feet NAVD88 at a slope of 1v:100h.

The seaward face of the berm has a slope of 1v:10h. The cut depths at the borrow areas will be to a maximum allowable depth of -13.5 feet NAVD88 with a two-foot disturbance depth. Two rubble mound groins will be constructed at the south end of Lido Key. They will consist of uniform 2-ton armor stones, placed on 12-inch-thick marine mattress foundation mats on geotextile fabric. The northern groin, Groin #1, will be 144 feet in length and the southern groin, Groin #2, will be 279 feet in length (along crest). Both groins have a crest width of 9 feet, at an elevation of +4.0 feet NAVD88.

Project work also includes, but is not limited to, beach tilling, construction/vibration control and monitoring, turbidity monitoring, environmental species monitoring, beach fill remediation and incidental related work.

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

MAGNITUDE OF CONSTRUCTION: Between $10,000,000 and $25,000,000.

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 $27.5 MILLION.

Block 11 -- The Contractor shall begin performance within 75 calendar days and complete it by 1 May 2021 after receiving notice to proceed. This performance period is

GROUP1-18-R-J010 5

mandatory. (See FAR Clause 52.211-10 in Section 00700).

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE

AND PAYMENT BONDS: YES

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

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 23 January 2020 to joseph.d.sherwood@usace.army.mil; tedra.n.thompson@usace.army.mil and griselle.gonzalez@usace.army.mi

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)

GROUP1-18-R-J010 6

REVISION

NO.

DATE

Block 26 --This Task Order will be administered by: West Palm Beach Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20B. EMAIL

ADDRESS

Block 20C. SIGNATURE Block 20D.

OFFER DATE

THE FOLLOWING PAGES CONTAIN ADDENDUMS

TO SPECIFIC SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W912EP18R0029

THESE ADDENDUMS ARE ONLY APPLICABLE TO THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP1-18-R-J010

TASK ORDER PROJECT TITLE:

Lido Key, Florida Hurricane and Storm Damage Reduction (HSDR) Project, Sarasota 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-J010 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

10.5% 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 Lido Key in Sarasota 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 – 9 January 2020, Time TBD with POC below

(c) Participants will meet at – 696 Benjamin Franklin Dr, Sarasota, Florida 34236

(d) Participants should call Yvette Powell with questions pertaining to this site visit –

(813) 348-0690

(e) 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)

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 1 May 2021 after the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(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 $2,524.00 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.

(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 Item # Lido Key, Florida Hurricane and Storm Damage G-01 Reduction (HSDR) Project, Sarasota 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)

GROUP1-18-R-J010 12

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 BEACH FILL (ESTIMATED QUANTITY) 590,000 CUBIC YARD $___________ $_______________

0003 SCREENING OF UNACCEPTABLE MATERIAL

(ESTIMATED QUANTITY) 500 CUBIC YARD $___________ $_______________

0004 TRANSPORTATION AND DISPOSAL OF

UNACCEPTABLE MATERIAL

(ESTIMATED QUANTITY) 10 CUBIC YARD $___________ $_______________

0005 BEACH TILLING (ESTIMATED QUANTITY) 35 ACRE $___________ $_______________

GROIN #1

0006 SITE PREPARATION JOB $_______________

0007 MARINE MATTRESS (ESTIMATED QUANTITY) 6,740 SQUARE FOOT $___________ $_______________

0008 ARMOR STONE (ESTIMATED QUANTITY) 1,510 TON $___________ $_______________

GROIN #2

0009 SITE PREPARATION JOB $_______________

0010 MARINE MATTRESS (ESTIMATED QUANTITY) 11,660 SQUARE FOOT $___________ $_______________

0011 ARMOR STONE (ESTIMATED QUANTITY) 2,700 TON $___________ $_______________

MONITORING, BLENDING AND ADMINISTRATION

0012 CONSTRUCTION/VIBRATION CONTROL AND

MONITORING JOB $_______________

0013 TURBIDITY MONITORING JOB $_______________

0014 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0015 BLENDING OF NONCOMPLIANT MATERIAL

(ESTIMATED QUANTITY) 1 ACRE $___________ $_______________

0016 STANDBY TIME

(ESTIMATED QUANTITY, SEE NOTE 2) 72 HOUR $___________ $_______________

0017 PARTNERING REGROUP 1 EACH $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0017) $_______________

SEE NEXT PAGE FOR NOTES.

GROUP1-18-R-J010 13

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LIDO KEY HURRICANE AND STORM DAMAGE REDUCTION PROJECT

SARASOTA COUNTY, FLORIDA

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS.

(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 THE PRESENCE OF ENDANGERED SPECIES IN THE IMMEDIATE AREA OF THE DREDGING OPERATIONS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT AND SECTION 01 57 20 ENVIRONMENTAL

PROTECTION.

GROUP1-18-R-J010 14

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) 10 January 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.

All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and all answers are all finalized.

The Solicitation Number is: GROUP1-18-R-J010

The Bidder Inquiry Key is: YBGY5M-3Z56K6

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.

GROUP1-18-R-J010 15

Section 00800A - WAGE DETERMINATIONS & OTHER ATTACHMENTS

52.200-1 LIST OF CONSTRUCTION CONTRACT ATTACHMENTS

NO. TITLE DATE NO. OF PAGES

1 NOTE 1

2 General Decision Number FL190002 10/04/2019 8 3 General Decision Number FL190003 01/04/2019 6 4 General Decision Number FL190133 12/13/2019 8

GROUP1-18-R-J010 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 SARASOTA COUNTY, FLORIDA

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

$10.60 FOR 2019 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-BACON ACT

FOR ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR YEAR 2019.

EFFECTIVE 01 JANUARY 2020, THE HOURLY MINIMUM WAGE WILL INCREASE TO

$10.80.

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE DECISIONS

FURNISHEDFOR THIS PROJECT, PLEASE CONTACT:

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

CORPS OF ENGINEERSAT fran.g.russell@usace.army.mil

GROUP1-18-R-J010 00800A-2

mailto:fran.g.russell@usace.army.mil

"General Decision Number: FL20190002 10/04/2019

Superseded General Decision Number: FL20180002

State: Florida

Construction Type: Heavy Dredging

Counties: Florida Statewide.

Dredging Construction Projects FLORIDA (Excluding West of the

Aucilla River and its tributary waterways)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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

2019. 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

GROUP1-18-R-J010 00800A-3

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 01/04/2019

1 05/10/2019

2 10/04/2019

* ENGI0025-002 10/01/2019

Rates

Fringes

Dredging : (Hydraulic Dredges

Over 20"")

CLASS A1. .................. $

40.31

17.71+a

CLASS A2. .................. $ 35.92 17.71+a

CLASS B1. .................. $ 34.86 17.71+a

CLASS B2. .................. $ 32.82 17.71+a

CLASS C1. .................. $ 31.92 17.61+a

CLASS C2. .................. $ 30.89 17.61+a

CLASS D. ................... $ 25.66 17.51+a

Hydraulic Dredges Under 20""

Cook. ...................... $

8.11

1.73+b

Deckhand. .................. $ 7.77 1.73+b

Engineer. .................. $ 9.59 1.73+b

Launchman. ................. $ 8.19 1.73+b

Leverman. .................. $ 10.03 1.73+b

Mate. ...................... $ 8.82 1.73+b

Mess Cook. ................. $ 7.71 1.73+b

Messman & Janitor. ......... $ 7.53 1.73+b

Oiler & Fireman. ........... $ 8.11 1.73+b

Shoreman. .................. $ 7.82 1.73+b

GROUP1-18-R-J010 00800A-4

http://www.dol.gov/whd/govcontracts

Spider Barge Operator. ..... $ 8.68 1.73+b

Spill Barge Operator. ...... $ 8.68 1.73+b

Welder. .................... $ 9.79 1.73+b

CLASSIFICATIONS:

CLASS A1: Deck Captain, Leverman, Mechanical Dredge Operator.

Licensed Tug Operator over 1000 HP

CLASS A2: Crane Operator (360 swing)

CLASS B1: Derrick Operator (180 swing), Spider/Spill Barge

Operator, Timber Fork Operator, Dozer Operator, Engineer, Blaster/Driller, Fill Placer, Electrician, Licensed Boat

Operator, Licensed Crew Boat Operator.

CLASS B2: Certified Welder.

CLASS C1: Mate, Drag Barge Operator, Welder, Assistant Fill

Placer, Steward.

CLASS C2: Boat Operator.

CLASS D: Shoreman, Deckhand, Rodman, Scowman, Cook, Messman, Oiler, Janitor, Drill Oiler

PREMIUMS: Additional 20% for hazardous material work

FOOTNOTE APPLICABLE TO ABOVE CRAFTS:

a. New Year's Day, Good Friday, Memorial Day, Independence

Day, Labor Day, Thanksgiving Day and Christmas Day.

Vacation Contribution of 8% of straight time rate multiplied by the total hours worked.

b. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day. Plus Vacation contribution of 8% of straight time pay for all hours worked.

INCENTIVE PAY : (Add to Hourly Rate)

Operator (NCCCO License/Certification) $1.80; Licensed Tug

Operator over 1000 HP (Assigned as Master) USCG licensed

Master of Towing Vessels (MOTV) $1.80; Licensed Boat

GROUP1-18-R-J010 00800A-5

Operator (assigned as lead boat captain) USCG licensed boat operator $1.30; Engineer (QMED and Tankerman endorsement or licensed engineer (USCG) $1.80; Oiler QMED and Tankerman endorsement (USCG) $1.80; All classifications Tankerman endorsement only (USCG) $1.55; Deckhand or Mater AB w/Lifeboatman only (USCG) $1.80; Welder (ABS certification)

$1.55

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)).

GROUP1-18-R-J010 00800A-6

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

GROUP1-18-R-J010 00800A-7

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.

GROUP1-18-R-J010 00800A-8

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

GROUP1-18-R-J010 00800A-9

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

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

END OF GENERAL DECISION"

GROUP1-18-R-J010 00800A-10

"General Decision Number: FL20190003 01/04/2019

Superseded General Decision Number: FL20180003

State: Florida

Construction Types: Heavy Dredging

Counties: Florida Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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 2019. 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

GROUP1-18-R-J010 00800A-11

under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/04/2019

SUFL1993-010 05/24/1993

Rates Fringes

Self-Propelled Hopper Dredge

Drag Tenders................$ 8.21

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

GROUP1-18-R-J010 00800A-12

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.

GROUP1-18-R-J010 00800A-13

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

GROUP1-18-R-J010 00800A-14

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.

GROUP1-18-R-J010 00800A-15

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

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

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

END OF GENERAL DECISION

GROUP1-18-R-J010 00800A-16

GROUP1-18-R-J010 00800A-17

GROUP1-18-R-J010 00800A-18

GROUP1-18-R-J010 00800A-19

GROUP1-18-R-J010 00800A-20

GROUP1-18-R-J010 00800A-21

GROUP1-18-R-J010 00800A-22

GROUP1-18-R-J010 00800A-23

GROUP1-18-R-J010 00800A-24

Lido Key Hurricane and Storm Damage Reduction Project Sarasota County, Florida

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

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

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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

01 45 04 CONTRACTOR QUALITY CONTROL

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 78 02 CLOSEOUT SUBMITTALS

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

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DI VI SI ON 31 - EARTHWORK

31 05 19 GEOTEXTILE

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

35 20 25 BEACH FILL

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 31 19 STONE FOR GROIN AND MARINE MATTRESS

35 42 30 GROIN CONSTRUCTION

35 42 35 MARINE MATTRESS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - 0104

PID - AG9538

STATE/COUNTY- FL/SARASOTA

MARKER: DH = HORIZONTAL CONTROL DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: 0104

MARK LOGO: FL-115

PROJECTION: FLUSH

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009

HISTORY - Date Condition Report By

HISTORY - UNK MONUMENTED

HISTORY - 19920124 GOOD FL-115

HISTORY - 20090419 GOOD FLDEP

HISTORY - 20160816 GOOD SWFWMD

HISTORY - 20170227 GOOD YOUNG

STATION DESCRIPTION

DESCRIBED BY SARASOTA COUNTY FLORIDA 1992

TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI

TRAIL) AND UNIVERSITY PARKWAY IN SARASOTA COUNTY, GO EAST ON

UNIVERSITY PARKWAY, 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.

THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED

---0104--- SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS

50.4 FT (15.36 M) EASTERLY OF THE BACK OF CONCRETE CURB IN THE GRASS

MEDIAN. IT IS 96.95 FT (29.55 M) SOUTHEASTERLY OF A CHISEL CUT IN THE

BASE OF A MAST ARM SUPPORT POLE, 85.14 FT (25.95 M) SOUTHWESTERLY OF

A CHISEL CUT IN THE BCAK OF SIDEWALK NEXT TO A SIGNAL SENSOR BOX,

72.18 FT (22.00 M) NORTHWESTERLY OF STANDARD SARASOTA COUNTY (SARCO)

REFERENCE NAIL AND DISK SET IN THE TOP OF CURB OF THE SOUTHERLY SIDE

OF THE EAST BOUND LANES OF UNIVERSITY PARKWAY, 96.43 FT (29.39 M)

NORTHEASTERLY OF A SARCO REFERENCE NAIL AND DISK SET 6.0 FT (1.83 M)

ABOVE THE GROUND ON THE WEST SIDE OF A WOOD POWER POLE, AND 71.15 FT

(21.69 M) NORTHEASTERLY OF A CHISEL CUT IN THE BASE OF A MAST ARM

SUPPORT POLE.

SECTION 00 31 21 Page 2

DESIGNATION - 082

PID - AG9518

STATE/COUNTY- FL/SARASOTA

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: SAR 082

MARK LOGO: FL-115

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED FL-115

HISTORY - 1992 GOOD FLDEP

HISTORY - 20050919 GOOD FLDEP

HISTORY - 20160302 GOOD WANTGP

STATION DESCRIPTION

RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)

THE MARK IS ABOUT 6.0 MI SOUTH OF SARASOTA IN SECTION 27, TOWNSHIP 37

SOUTH, RANGE 18 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND U.S.

HIGHWAY 41 IN SARASOTA, GO SOUTHEAST ON U.S. HIGHWAY 41 (TAMIAMI

TRAIL) FOR 2.5 MI TO THE INTERSECTION OF BENEVA ROAD ON THE LEFT, VAMO

ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND

CONCRETE MONUMENT RECESSED 4 INCHES BELOW THE LEVEL OF THE GROUND AND

ABOUT 0.5 FT BELOW THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND.

LOCATED 98.5 FT EAST OF THE APPROXIMATE CENTERLINE OF VAMO ROAD

NORTHBOUND LANE, 35.3 FT EAST OF WOODEN POWER POLE NUMBER 5 1760 6780

00, 32.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41

SOUTHBOUND AND 27.4 FT NORTHEAST OF A METAL WITNESS POST.

SECTION 00 31 21 Page 3

DESIGNATION - GIS 086

PID - AG9191

STATE/COUNTY- FL/SARASOTA

MARKER: SURVEY DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: BLIND P

MARK LOGO: FL-103

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - November 14, 2006

HISTORY - Date Condition Report By

HISTORY - 1975 MONUMENTED FL-103

HISTORY - 20080619 GOOD PINCPW

STATION DESCRIPTION

MARKER: DD = SURVEY DISK

SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL

WITH SETTING: INFORMATION.

STAMPING: GIS 086

MARK LOGO: FL-081

PROJECTION: RECESSED 30 CENTIMETERS

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE: SATELLITE OBSERVATIONS - February 05, 2008

HISTORY - Date Condition Report By

HISTORY - 1987 MONUMENTED FL-081

HISTORY - 20080205 GOOD FLDEP

HISTORY - 20130424 GOOD FL-081

HISTORY - 20170807 GOOD USPSQD

STATION DESCRIPTION

DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ)

THE STATION IS LOCATED ON LONGBOAT KEY, ABOUT 8 MILES SOUTHWEST OF

BRADENTON AND 9 MILES NORTHWEST OF SARASOTA.

TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 684

AND STATE ROAD 789 AT BRADENTON BEACH, GO SOUTHEAST ON STATE ROAD

789 (GULF DRIVE) FOR 2.1 MILES TO THE SOUTH END OF THE LONGBOAT

KEY BRIDGE, CONTINUE SOUTHEAST ON GULF DRIVE FOR 4.4 MILES TO THE

MANATEE-SARASOTA COUNTY LINE AND THE STATION ON THE LEFT.

THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED---MANATEE

COUNTY GEOGRAPHIC INFORMATION SYSTEM GIS 100---. DISK IS SET ON TWO

THREE FOOT SECTIONS OF BERNTSEN TS-R-3 ROD ATTACHED TO THREE THREE

FOOT SECTIONS OF BERNTSEN HDR-R-3 ROD HAMMERED TO REFUSAL.

THE MARK IS 12 INCHES BELOW GROUND SURFACE.

A CARSONITE WITNESS POST WAS SET 1 FOOT EAST OF THE STATION.

THE MARK IS 35 FEET NORTH EAST OF THE CENTER LINE

SECTION 00 31 21 Page 4

DESIGNATION - GIS 086 (continued)

OF GULF DRIVE AND 115 FEET NORTHWEST OF A METAL SIGN AND POST STATING,

MANATEE COUNTY LINE.

THE STATION IS REFERENCED BY 2 NAILS AND DISKS, ONE CONCRETE

MONUMENT AND ONE GIS REFERENCE POINT. THE STATION BEARS SE 94.87

FEET FROM A NAIL AND DISK STAMPED---REF.PT. LB 3639---5 FEET

ABOVE GROUND ON THE SOUTH FACE OF POWER POLE NUMBER 4211.

THE STATION BEARS S 53.89 FEET FROM A NAIL AND DISK STAMPED---

---REF.PT. LB 3639---2 FEET ABOVE GROUND ON THE NW FACE OF A

10…