GROUP4-10-R-J040_Brevard_North_&_South_Reach_FY17_Specs_20170922.pdf

GROUP4-10-R-J040

Jacksonville District

SHORE PROTECTION PROJECT,

BREVARD COUNTY, FLORIDA, BEACH

RENOURISHMENT 2017

NORTH REACH AND SOUTH REACH

Construction Solicitation and Specifications Task Order

25 September 2017

GROUP4-10-R-J040 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

Shore Protection Project, Brevard County, Florida, Beach Renourishment 2017, North Reach and South Reach

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003); Cavache, Inc.

(W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005);

Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); C. F. Bean LLC (W912EP-13-D-0015) PROPOSALS WILL NOT BE

CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS

INCLUDED IN THE Group 4 Dredging MATOC Pool.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s) as stated in section 00100B (c) within the base MATOC.

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Construction Contract Administration Support System (CCASS) records contained in the US Army Corps of Engineers CCASS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

PRICE EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the price evaluation factor is:

(1) Price will be evaluated as total base (Line Items 0001 through 0022).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) A letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

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

(5) Revisions – Offers must acknowledge receipt of this Revision by completing “Notice to Offerors--Blocks 14, 15 and 20” of each revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact:

John Vohlken

GROUP4-10-R-J040 SF 1442-A2

904-232-1884 john.d.vohlken@usace.army.mil.

Block 10 -- Magnitude of Construction is between $10,000,000.00 and $20,000,000.00.

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 150 calendar days after receiving notice to proceed. This performance period is mandatory. NOTE: If there are optional line items, refer to FAR 52.211-10 for breakdown of period of performance.

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

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than October 25, 2017, at 2:00 P.M. Local Time

U.S. Army Corps of Engineers Jacksonville Regional Contracting Center (CESAJ-CT-C) Prudential Office Building 701 San Marco Blvd.

Jacksonville, Florida 32207-8175

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

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

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________ e-Mail: ________________________________________________

Offer Date: _______________________________________________

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

TAMPA PROJECT OFFICE

U.S. ARMY CORPS OF ENGINEERS (CESAJ-CD-GT)

4211 WEST BOY SCOUT BLVD., SUITE 170

TAMPA, FL 33607-5767

PHONE: (813) 348-0690

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

GROUP4-10-R-J040 SF 1442-A3

Millington, TN 38054-5005

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

BEACH RENOURISHMENT 2017, NORTH REACH AND SOUTH REACH

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $______________

0002 INTERMEDIATE MOBILIZATION AND DEMOBILIZATION JOB $______________

TOTAL (LINE ITEMS 0001 THRU 002) $______________

NORTH REACH

0003 BEACH FILL (ESTIMATED QUANTITY) 825,000 CUBIC YARD $____________ $______________

0004 SCREENING (ESTIMATED QUANTITY) 825,000 CUBIC YARD $____________ $______________

0005 BEACH TILLING (ESTIMATED QUANTITY) 90 ACRE $_____________ $______________

0006 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $_____________ $______________

(ESTIMATED QUANTITY, SEE NOTE 3)

0007 TRANSPORTATION AND DISPOSAL OF 10 CUBIC YARD $_____________ $______________

UNACCEPTABLE MATERIAL

(ESTIMATED QUANTITY, SEE NOTE 3)

0008 CONSTRUCTION/VIBRATION CONTROLS AND JOB $______________

MONITORING

0009 ENVIRONMENTAL SPECIES MONITORING JOB $______________

0010 TURBIDITY MONITORING JOB $______________

0011 STANDBY TIME (SEE NOTE 3) 72 HOUR $_____________ $______________

0012 MOBILIZATION AND DEMOBILIZATION FOR NON- JOB $______________

CAPTURE SEA TURTLE TRAWL SWEEPING

AND RELOCATION (HOPPER DREDGE ONLY)

0013 SEA TURTLE NON-CAPTURE TRAWL SWEEPING 10 DAY $_____________ $______________

AND RELOCATION (HOPPER DREDGE ONLY,

ESTIMATED QUANTITY, SEE NOTE 3)

TOTAL (LINE ITEMS 0001 THRU 0013) $______________

SOUTH REACH

0014 BEACH FILL (ESTIMATED QUANTITY) 275,000 CUBIC YARD $____________ $______________

0015 SCREENING (ESTIMATED QUANTITY) 275,000 CUBIC YARD $_____________ $______________

0016 BEACH TILLING (ESTIMATED QUANTITY) 21 ACRE $_____________ $______________

0017 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $_____________ $______________

(ESTIMATED QUANTITY, SEE NOTE 3)

0018 TRANSPORTATION AND DISPOSAL OF 10 CUBIC YARD $_____________ $______________

UNACCEPTABLE MATERIAL

(ESTIMATED QUANTITY, SEE NOTE 3)

0019 CONSTRUCTION/VIBRATION CONTROLS AND JOB $______________

MONITORING

0020 ENVIRONMENTAL SPECIES MONITORING JOB $______________

0021 TURBIDITY MONITORING JOB $______________

GROUP4-10-R-J040 00010A-1

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

BEACH RENOURISHMENT 2017, NORTH REACH AND SOUTH REACH

0022 STANDBY TIME (SEE NOTE 3) 72 HOUR $_____________ $______________

0023 MOBILIZATION AND DEMOBILIZATION FOR NON- JOB $______________

CAPTURE SEA TURTLE TRAWL SWEEPING

AND RELOCATION (HOPPER DREDGE ONLY)

0024 SEA TURTLE NON-CAPTURE TRAWL SWEEPING 10 DAY $_____________ $______________

AND RELOCATION (HOPPER DREDGE ONLY,

ESTIMATED QUANTITY, SEE NOTE 3)

TOTAL (LINE ITEMS 0001 THRU 0024) $______________

NOTES:

(1) OFFER MUST PRICE ALL LINE ITEMS.

(2) ACTUAL QUANTITIES MAY VARY

(3) THIS LINE ITEM IS NOT SUBJECT TO VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR ACTUAL EXECUTION OF THIS LINE ITEM AS APPROVED BY THE CONTRACTING OFFICER.

(4) SEA TURTLE NON-CAPTURE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING

OFFICER. SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(5) ALL SPECIFICATION REFERENCES TO LUMP SUM SHALL APPLY TO LINE ITEMS INDICATING "JOB" AS THE UNIT.

(6) 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. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND 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.

GROUP4-10-R-0040 00010A-2

GROUP4‐10‐R‐J040 Addendum

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC SECTIONS OF THE

ORIGINAL SOLICITATION NUMBER W912EP-10-R-0026.

THESE ADDENDUMS ARE ONLY APPLICABLE TO THIS SPECIFIC TASK ORDER.

REQUEST FOR PROPOSAL NUMBER: GROUP4-10-R-J040

TASK ORDER PROJECT TITLE:

Shore Protection Project, Brevard County, Florida, Beach Renourishment 2017, North Reach and South Reach

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.

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

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

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

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

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

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

Goals for minority participation for each trade

Goals for female participation for each trade

10.7% 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 Brevard County, Florida.

(End of provision)

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

ADAPTATION)

(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 -- 6 October at 11:00 A.M. Local Time

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

(d) below.)

(d) Participants should call John Wilson ((321) 253-2390) or James Long ((904) 253-0286) on or before October 5, 2017 to make arrangements.

(e) Core borings are available.

(f) After the site visit, a memorandum summarizing the visit will 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 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 45 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 150 calendar days 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 $4,006 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)

52.236-16 QUANTITY SURVEYS (APR 1984)

(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(b) The Government shall conduct the original and final surveys and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

(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 File Drawing No.

Shore Protection Project, GROUP4-10-R-J040 G-02 Brevard County, Florida Beach Renourishment 2017, North Reach and South Reach

(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 positions and/or items of subcontracted work: NAMED DREDGE.

(End of paragraph number 999.215-4001)

General Decision Number: FL170002 02/03/2017 FL2

Superseded General Decision Number: FL20160002

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 $10.20 for calendar year 2017 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 $10.20 (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 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 02/03/2017

* ENGI0025-002 10/01/2016

Rates Fringes

Dredging : (Hydraulic Dredges Over 20") CLASS A.....................$ 37.25 13.28+a CLASS B1....................$ 32.21 12.88+a CLASS B2....................$ 30.33 12.73+a CLASS C1....................$ 29.50 12.41+a CLASS C2....................$ 28.54 12.33+a CLASS D.....................$ 23.71 11.70+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 Spider Barge Operator.......$ 8.68 1.73+b Spill Barge Operator........$ 8.68 1.73+b Welder......................$ 9.79 1.73+b

CLASSIFICATIONS:

CLASS A: Leverman, Operator.

CLASS B1: Licensed Tug Operator over 1000 HP, Derrick Operator, Spider/Spill Barge Operator, Timber Fork Operator, Dozer Operator, Engineer, Blaster/Driller, Fill Placer, Electrician.

CLASS B2: Licensed Boat Operator, 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.

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) $0.50; Licensed Tug Operator over 1000 HP (Assigned as Master) USCG licensed Master of Towing Vessels (MOTV) $1.00; Licensed Boat Operator (assigned as lead boat captain) USCG licensed boat operator $0.50; Engineer (QMED and Tankerman endorsement or licensed engineer (USCG) $0.50; Oiler QMED and Tankerman endorsement (USCG) $0.50; All classifications Tankerman endorsement only (USCG) $0.50; Deckhand or Mater AB w/Lifeboatman only (USCG) $0.25; Welder (ABS certification) $0.50

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

General Decision Number: FL170149 01/06/2017 FL149

Superseded General Decision Number: FL20160149

State: Florida

Construction Type: Heavy

County: Brevard County in Florida.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

(EXCLUDING CAPE CANAVERAL AIR FORCE STATION, PATRICK AIR FORCE

BASE, KENNEDY SPACE FLIGHT CENTER AND MALABAR RADAR SITE)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 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 $10.20 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 2017. The EO minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017

ENGI0673-013 05/01/2013

Rates Fringes

OPERATOR: Oiler.................$ 20.36 10.85

* IRON0808-008 07/01/2016

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 25.78 12.20

LABO0517-002 05/01/2014

Rates Fringes

LABORER: Grade Checker..........$ 18.35 6.45

PAIN1010-011 08/01/2014

Rates Fringes

Painter - Brush, Roller & Spray............................$ 19.50 8.83

SUFL2009-145 06/24/2009

Rates Fringes

CARPENTER........................$ 13.56 1.84

CEMENT MASON/CONCRETE FINISHER...$ 13.18 0.00

ELECTRICIAN......................$ 16.71 3.51

LABORER: Common or General......$ 10.07 0.00

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

LABORER: Pipelayer..............$ 12.09 1.85

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

OPERATOR: Asphalt Paver.........$ 11.88 0.00

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

OPERATOR: Backhoe/Excavator.....$ 13.12 2.58

OPERATOR: Bulldozer.............$ 12.88 0.00

OPERATOR: Crane.................$ 14.88 3.17

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

OPERATOR: Loader................$ 12.91 1.76

OPERATOR: Mechanic..............$ 13.83 2.19

OPERATOR: Roller................$ 10.50 0.00

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

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

OPERATOR: Tractor...............$ 10.00 0.00

TRUCK DRIVER, Includes Dump Truck............................$ 11.07 0.00

TRUCK DRIVER: Lowboy Truck......$ 11.00 0.00

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

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

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

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

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

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

Union Rate Identifiers

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

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

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

Survey Rate Identifiers

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

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

Union Average Rate Identifiers

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

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

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

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

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

Washington, DC 20210

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

END OF GENERAL DECISION

SHORE PROTECTI ON PROJECT, BREVARD COUNTY, FLORI DA

BEACH RENOURI SHMENT 2017 NORTH REACH AND SOUTH REACH

PROJECT TABLE OF CONTENTS

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

00 31 21. 10 CONTROL MONUMENT DESCRI PTI ONS - NORTH REACH

00 31 21. 20 CONTROL MONUMENT DESCRI PTI ONS - SOUTH REACH

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01. 10 PROJECT SCHEDULE ( Al t er nat e)

01 33 00 SUBMI TTAL PROCEDURES

01 35 25 OWNER SAFETY REQUI REMENTS - DI VI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR QUALI TY CONTROL

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES

01 57 20 ENVI RONMENTAL PROTECTI ON

01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG

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

02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR EXI STI NG STRUCTURES

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

35 20 25 BEACH FI LL

35 20 26 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFI LE

35 20 28 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM HOPPER DREDGE

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

BEACH RENOURISHMENT 2017 NORTH REACH AND SOUTH REACH

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 21.10

CONTROL MONUMENT DESCRIPTIONS - NORTH REACH

GROUP4-10-R-J040 DOCUMENT 00 31 21.10 Page i

SECTION 00 31 21.10

CONTROL MONUMENT DESCRIPTIONS - NORTH REACH

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SECTION 01 31 21.10 Page 1

DESIGNATION - 872 1649 A

PID - DK6617

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

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

SP_SET: PAD

STAMPING: 1649 A 1994

MARK LOGO: NOS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MARK OF QUESTIONABLE OR UNKNOWN STABILITY

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - January 11, 2017

HISTORY - Date Condition Report By

HISTORY - 1994 MONUMENTED NOS

HISTORY - 20050818 GOOD FLDEP

HISTORY - 20170111 GOOD NGS

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)

THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37

EAST.

TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH

CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO NORTH

ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE

INTERSECTION OF MEADE AVENUE. TURN RIGHT ON MEADE AVENUE AND GO EAST FOR

0.05 TO THE INTERSECTION OF OCEAN BEACH BOULEVARD. CONTINUE EAST ON

MEADE AVENUE FOR ABOUT 200.0 FT (61.0 M) TO THE MARK ON THE RIGHT, SET

FLUSH IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE GARBAGE DUMPSTER

PAD ABOUT 0.3 FT (9 CM) ABOVE THE LEVEL OF THE GROUND.

LOCATED 123.7 FT (37.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF MEADE

AVENUE, 84.0 FT (25.6 M) WEST OF THE MOST WESTERLY OF TWO LIGHT POLES IN

THE SOUTH END OF THE PARKING LOT AND 17.1 FT (5.2 M) EAST OF THE WEST END

OF THE CONCRETE PAD.

STATION RECOVERY (2006)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)

THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37

EAST.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE

HIGHWAY A1A IN COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC

AVENUE) FOR 0.75 MI TO THE JUNCTION OF MEADE AVENUE ON THE RIGHT, TURN

RIGHT ON MEADE AVENUE AND GO EAST FOR ABOUT 100.0 FT AND THE MARK ON THE

LEFT, SET IN THE TOP OF AND NEAR THE NORTHEAST CORNER OF A CONCRETE

DUMPSTER PAD FLUSH WITH THE SURFACE AND PROJECTING 0.3 FT ABOVE THE LEVEL

OF THE GROUND.

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

SECTION 01 31 21.10 Page 2

LOCATED 123.7 FT SOUTH OF THE APPROXIMATE CENTERLINE OF MEADE AVENUE,

84.0 FT WEST OF THE MOST WESTERLY OF TWO LIGHT POLES IN THE SOUTH END OF

THE PARKING LOT AND 17.1 FT EAST OF THE WEST END OF THE CONCRETE PAD.

STATION RECOVERY (2010)

RECOVERY NOTE BY GEOCACHING 2010 (EP)

RECOVERED IN GOOD CONDITION AT LISTED COORDINATES WITH SIGNS OF RECENT

USE. CONCRETE PAD IS NO LONGER USED AS DUMPSTER BASE AND IS AT SOUTHERN

EDGE OF THE PAVED SECTION OF PARKING LOT FOR THE COCOA BEACH PIER.

THE MARK IS FLUSH WITH THE GROUND AND EMBEDDED IN THE NE CORNER OF THE

CONCRETE PAD AND 10 FEET NORTH OF A LINE OF THREE UTILITY POLES. THE

EASTERNMOS TPOLE OF THE THREE IS FOUR FEET HIGH AND HAS A ONE INCH HOLE

THROUGH IT TWO FEET ABOVE THE GROUND STRUNG WITH ORANGE TAPE. THE MIDDLE

POLE HAS TWO ELECTRIC POWER BOXES AND A SINGLE LIGHT ON THE EAST SIDE.

STATION RECOVERY (2017)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)

LOCATED IN THE PARKING LOT OF COCOA BEACH PIER.

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

SECTION 01 31 21.10 Page 3

DESIGNATION - 872 1649 C

PID - DK6619

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

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

STAMPING: 1649 C 1994

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - January 11, 2017 ROD/PIPE-DEPTH: 11.0 meters

HISTORY - Date Condition Report By

HISTORY - 1994 MONUMENTED NOS

HISTORY - 20050818 GOOD FLDEP

HISTORY - 20060328 GOOD FLDEP

HISTORY - 20100113 MARK NOT FOUND GEOCAC

HISTORY - 20170111 GOOD NGS

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)

THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37

EAST.

TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH

CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO NORTH

ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE

INTERSECTION OF MEADE AVENUE. TURN RIGHT ON MEADE AVENUE AND GO EAST FOR

ABOUT 175.0 FT (53.3 M) TO THE MARK ON THE RIGHT, A BRASS NOS DISK

CRIMPED TO A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NATIONAL

GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND.

LOCATED 173.9 FT (53.0 M) EAST OF THE NORTH CURB OF STATE ROAD A1A, 66.6

FT (20.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE ECONO LODGE MOTEL

BUILDING, 14.4 FT (4.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF MEADE

AVENUE AND 7.2 FT (2.2 M) NORTHWEST OF A 1.0 FT (0.3 M) SQUARE CONCRETE

POWER POLE WITH A LIGHT ATTACHED.

NOTE ACCESS TO THE DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL GEODETIC

SURVEY LOGO CAP.

STATION RECOVERY (2006)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)

THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37

EAST.

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE

HIGHWAY A1A IN COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

SECTION 01 31 21.10 Page 4

AVENUE) FOR 0.75 MI TO THE JUNCTION OF MEADE AVENUE ON THE RIGHT, TURN

RIGHT ON MEADE AVENUE AND GO EAST FOR ABOUT 175.0 FT TO MARK ON THE

RIGHT, A NOS BRASS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN INTO THE

GROUND WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND

AND ABOUT 0.5 FT ABOVE THE LEVEL OF MEADE AVENUE.

LOCATED 173.9 FT EAST OF THE NORTH CURB OF STATE HIGHWAY A1A, 66.6 FT

NORTHWEST OF THE NORTHWEST CORNER OF THE MOTEL BUILDING, 14.4 FT SOUTH OF

THE APPROXIMATE CENTERLINE OF MEADE AVENUE AND 7.2 FT NORTHWEST OF A 1.0

FT SQUARE CONCRETE POWER POLE WITH ONE LIGHT ATTACHED.

NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH NGS LOGO CAP.

STATION RECOVERY (2017)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)

RECOVERED IN GOOD CONDITION.

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 21.20

CONTROL MONUMENT DESCRIPTIONS - SOUTH REACH

GROUP4-10-R-J040 DOCUMENT 00 31 21.20 Page i

SECTION 00 31 21.20

CONTROL MONUMENT DESCRIPTIONS - SOUTH REACH

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GROUP4-10-R-J040 DOCUMENT 00 31 21.20 Page ii

SECTION 00 31 21.20 Page 1

DESIGNATION - BREVARD GPS 1005

PID - AK7476

STATE/COUNTY- FL/BREVARD

MARKER: FLANGE-ENCASED ROD

SETTING: ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)

STAMPING: GPS 1005 1993

MARK LOGO: FL-009

PROJECTION: RECESSED 10 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 01, 2006

HISTORY - Date Condition Report By

HISTORY - 1993 MONUMENTED GEOBAS

HISTORY - 20020330 GOOD USPSQD

HISTORY - 20060301 GOOD FLDEP

STATION DESCRIPTION

DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993

THE STATION IS LOCATED 4 MI (6.44 KM) NORTHEAST OF MELBOURNE AND IN THE

CITY OF INDIALANTIC IN THE RIGHT OF WAY OF STATE ROAD A1A.

TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND STATE

ROAD A1A IN INDIALANTIC, GO NORTH ON STATE ROAD A1A, 0.9 MI (1.45 KM) TO

THE STATION ON THE LEFT.

THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL

WITH A BREVARD COUNTY LOGO CAP STAMPED ---GPS 1005 1993--- THAT IS 3

INCHES BELOW THE GROUND AND THE STATION IS RECESSED 9 INCHES BELOW THE

GROUND. IT IS 35.4 FT (10.79 M) WEST OF THE CENTER OF STATE ROAD A1A, 5.3

FT (1.62 M) EAST OF AN ASPHALT SIDEWALK, 24.8 FT (7.56 M) EAST OF A

WOODEN FENCE AND 24.8 FT (7.56 M) EAST OF A CARSONITE WITNESS POST. NOTE

THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD

THAT IS ACCESSED THROUGH A 5 1/2 INCH ACCESS COVER.

REFERENCES--

1. PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF

PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 15 DEGREES AT

23.36 FT (7.12 M).

2. PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF

PAVEMENT OF A PARKING LOT ON A MAGNETIC AZIMUTH OF 260 DEGREES AT

29.55 FT (9.01 M).

3. PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST FACE OF A

POWER POLE ON A MAGNETIC AZIMUTH OF 330 DEGREES AT 45.78 FT (13.95

M).

STATION RECOVERY (2006)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

SECTION 00 31 21.20 Page 2

THE MARK IS ABOUT 4.0 MI NORTHEAST OF MELBOURNE, 0.9 MI NORTHWEST OF

INDIALANTIC, IN SECTION 30, TOWNSHIP 27 SOUTH, RANGE 38 EAST.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE

CAUSEWAY, FIFTH AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN

INDIALANTIC, GO NORTHWEST ON STATE HIGHWAY A1A (MIRAMAR AVENUE) FOR 0.95

MI TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND

WITH A BREVARD COUNTY LOGO CAP RECESSED 0.4 FT BELOW THE LEVEL OF THE

GROUND AND BELOW THE LEVEL OF STATE HIGHWAY A1A.

LOCATED ABOUT 265.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF BOSKIND

ROAD, 29.0 FT EAST OF THE EAST EDGE OF THE PARKING LOT, 24.7 FT EAST OF A

CARSONITE WITNESS POST, 6.0 FT WEST OF THE WEST EDGE OF THE PAVEMENT OF

STATE HIGHWAY A1A AND 3.3 FT EAST OF THE EAST EDGE OF THE SIDEWALK.

NOTE A MAGNET WAS PLACED INSIDE OF THE BREVARD COUNTY LOGO CAP.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH BREVARD COUNTY

LOGO CAP.

SHORE PROTECTION PROJECT, BREVARD COUNTY, FLORIDA

SECTION 00 31 21.20 Page 3

DESIGNATION - F 304

PID - AK4011

CBN - This is a Cooperative Base Network Control Station.

MARKER: BENCH MARK DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: F 304 1970

MARK LOGO: CGS

PROJECTION: FLUSH

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 - August 06, 2010

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 1971 GOOD NGS

HISTORY - 1987 MARK NOT FOUND USPSQD

HISTORY - 20100806 GOOD SESMC

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970

AT INDIALANTIC, NEAR THE JUNCTION OF STATE HIGHWAY A 1 A AND STATE

HIGHWAY 516 LEADING WEST TO MELBOURNE, IN THE MEDIAN AND AT THE EAST END

OF FIFTH AVENUE, 75.4 FEET WEST OF THE WEST EDGE OF A CONCRETE SEA WALL,

22.3 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE AVENUE,

19 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE AVENUE, 2

FEET WEST OF THE EAST END OF THE MEDIAN, 232 FEET EAST OF THE CENTER LINE

OF THE NORTHBOUND LANE OF STATE HIGHWAY A 1 A, 1.8 FEET NORTH OF A KEEP

RIGHT SIGN, 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP OF

A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL…