J-1_21-16-826PMV172-Specifications.pdf

STATION PASCAGOULA

REPAIR ROOF COVERED MOORINGS

AT

PASCAGOULA, MS

PROJECT NO. 5776942

MAY 2016

FINAL SUBMITTAL

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA

33177

TABLE OF CONTENTS

SECTION 01 11 00 GENERAL REQUIREMENTS

SECTION 01 32 01 PROJECT SCHEDULE

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION O2 22 00 SELECTIVE DEMOLITION

SECTION 05 50 00 MISCELLANEOUS METAL FABRICATIONS

SECTION 06 13 33 PIER TIMBERWORK

SECTION 26 27 29 MARINA ELECTRICAL WORK

APPENDIX A Army Corps Of Engineers Conditions

Mississippi Department of Marine Resources Concurrence

-- End of Project Table of Contents --

REPAIR COVERED MOORINGS PROJECT NO. 5776942

SECTION 01 11 00 - PAGE 1 OF 4

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The work includes furnishing all labor, equipment, materials, and tools to perform repairs to the small boats covered moorings at Station Pascagoula in Pascagoula, Mississippi.

The completion of this project shall include all related work as indicated below and in the specifications and the drawings. The project includes, but is not limited to:

a. Replace 3”x4”x4’-6” timber fenders including steel hardware.

b. Replace all roof galvanized hurricane anchors as indicated in reference drawings S-3 & S-7. Provide adequate shoring and bracing to support wood trusses and prevent movement while replacing hurricane anchors. Pre-engineered roof truss metal plates shall not be replaced.

c. Replace lighting fixtures at boat house lights indicated in reference drawing E-1 with new LED 162 Watt Power Flood light fixtures.

1.2 REGULATORY REQUIREMENTS:

1.2.1 All Federal, State and local laws shall be strictly adhered to. In addition, ICC building codes, 2009 edition and other regulatory and testing agency references indicated in each specification section must be complied with.

1.2.2 Comply with OSHA regulation Standards 29 CFR and General Duty Clause of the OSH Act in all aspects of construction related to this project.

1.2.3 The Contractor shall keep the work area clean, including storage areas, free from accumulations of waste materials on a daily basis. Solid waste and non-hazardous and hazardous waste and permits shall be obtained and managed in accordance with Mississippi Department of Environmental Quality at http://www.deq.state.ms.us.

1.2.4 Demolition and construction debris shall be disposed of at a permitted facility.

1.2.5 Best management practices (BMP) must be implemented to maintain Water Quality pursuant to State regulations. At a minimum, dumpsters and/or other waste receptacles used onsite must be structurally sound without any penetrations and remain covered when not in use or during inclement weather. Additional BMPs shall include the use of tarps and working enclosures to prevent any other debris and contaminated surface water from reaching the waterway.

1.2.6 All conditions indicated in the U.S. Army Corps of Engineers (USACOE) included in Appendix A, must be met and complied by the contractor and a copy of the Authorization must be maintained at the project site. All work must performed in accordance with USACOE approved drawings and conditions. USACOE shall be notified in advanced of any project modifications. In addition the contractor must comply with the following:

a) USACOE compliance certification must be returned to the COR for submission to the

Environmental Branch Chief within 30 days of the project completion with a statement of verification from the contractor that the work was completed IAW the permit requirements.

b) USACOE Notice of Authorization must be properly displayed and maintained prior to performing work.

SECTION 01 11 00 - PAGE 2 OF 4

c) Within 30 days of completion of the work a copy of the as-built drawings must be provided by the contractor to the COR for submission to the Planning Real Property Branch for final submittal to the Deputy Port Director.

1.3 PERFORMANCE TIME

1.3.1 After work begins at the site; the Contractor shall work continuously during normal working hours and show daily progress until all work is complete. The total contract performance period shall be 150 days include the time needed to approve all material submittals.

1.4 INSPECTION PRIOR TO BID

1.4.1 Access to the site is restricted and is by appointment only. Prospective bidders are encouraged to visit the site to become familiar with the condition of the existing roofing condition. Arrangements to visit the site can be made by contacting:

MKC Justin Wright Station Pascagoula 108 Singing River Island Pascagoula, MS 39595 Telephone: 228-769-5600

1.5 PROJECT DRAWINGS

Drawings to be used in conjunction with these specifications shall consist of U.S. Coast Guard Drawing No. M2136-D in 4 sheets and reference drawings No. 08-03-89, sheets S-1, S-2, S-3, S-7, S-8, E-1 & E-2. Drawings are the property of the Government and shall not be used for any purpose other than the reference required for this project.

1.6 WORK HOURS

1.6.1 Contractor shall perform the work at the site during normal workday. Once contractor has begun work at the site, the Contractor shall work full consecutive workdays, excluding weekends and holidays, until the work is completed.

1.7 AVAILABILITY OF SERVICES

1.7.1 Reasonable amounts of electricity and potable water will be made available to the Contractor without charge.

1.7.2 The Contracting Officer's Representative, henceforth referred to as COR, shall designate the electrical outlets available to the Contractor. Contractor shall provide and maintain portable toilets for workers at the site in sufficient quantities.

1.8 COORDINATION

1.8.1 The unit will be operational during the execution of this contract. The Contractor shall coordinate with the COR to minimize interference with Coast Guard operations or personnel. All work shall be coordinated with other trades involved in the project.

1.9 CONTRACTOR USE OF PREMISES

1.9.1 The Contractor will be working on a Coast Guard operational military installation. The Contractor shall become familiar with and obey Station’s fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR.

1.10 STORAGE LAYDOWN AREA

1.10.1 The Contractor will be provided with a storage area as directed by COR. The Contractor shall be responsible for restoring the area to its original condition at the completion of the

SECTION 01 11 00 - PAGE 3 OF 4

work. The Contractor shall be responsible for repair of any damage incurred to buildings or pavement as a result of storage activities.

1.11 STORM PROTECTION

1.11.1 In the event of warnings of wind or gale force or stronger, the Contractor shall take every practicable precaution to minimize danger to person, the work and adjacent property.

Precautions shall include, but not be limited to, removing all loose materials, tools and equipment from exposed locations.

1.12 DELIVERY AND STORAGE

1.12.1 Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the COR. The contractor will be responsible for security of all materials and equipment.

1.13 RECEIPT OF MATERIAL

1.13.1 Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.14 UTILITY OUTAGES

1.14.1 Before interrupting or shutting down any utility or the fire alarm system make a request for the interruption to the COR at least two (2) working days before the anticipated interruption.

Do not interrupt utilities or the fire alarm function until authorized by the COR.

1.15 SAFETY

During the execution of this contract, the Contractor shall conform to the rules and regulations as set forth by OSHA Safety and Health Standards, 29 CFR Part 1926 - Safety and Health Regulations for Construction. The contractor shall provide barriers, temporary fencing, trench covers, etc. wherever work could cause injury to workers, visitors, Coast Guard personnel, or dependents.

1.16 SAFETY PROGRAM

1.16.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

1.16.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast

SECTION 01 11 00 - PAGE 4 OF 4

Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.16.3 Safety Plan

The Contractor shall submit a written safety plan within seven (7) calendar days following contract award. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

1.17 REFERENCE PUBLICATIONS

1.17.1 Unless otherwise indicated, where a specific date or edition number is listed in the “Applicable Publications” section of each Section, reference to a publication or standard in this specification shall mean the edition in effect on the date of the Solicitation.

1.18 SECURITY

1.18.1 The Contractor shall provide the COR with a list of names of all personnel who will be working on the site 72 hours in advance. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

1.18.2 All personnel shall carry proper identification (ID) when on site. Proper ID is defined as a government issued ID. The identification must be laminated, and show facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

1.19 RECORD DRAWINGS

1.19.1 The Contractor shall maintain at the job site two sets of full size contract drawings marked to show any deviations which have been made from the contract drawings.

These drawings shall be reviewed every week by COR and Site Superintendent.

Payment application will otherwise not be reviewed. Upon completion of the project, the marked sets of prints shall be delivered to the COR. Request for final payment will not be approved until the marked prints are delivered and approved by the COR.

1.20 INSPECTION AND ACCEPTANCE

1.20.1 Upon completion of the work, submit a written request to schedule final inspection to the Contracting Officer. Prior to such requests, all submittals must be complete and approved. Such requests shall allow a minimum of 2 weeks’ notice prior to final inspection date.

1.21 WARRANTIES

1.21.1 All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to the Government. The warranty period starts when the government accepts the job as completed. Warranties and operation and maintenance manuals must be submitted and approved prior to final inspection.

2 PRODUCTS – NOT USED

3 EXECUTION – NOT USED

END OF SECTION

SECTION 01 32 01- PAGE 1 of 3

SECTION 01 32 01

PROJECT SCHEDULE

1 GENERAL

Prepare a horizontal bar graph progress schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration, interplay of activities, and dollar value of each activity.

1.1 RESPONSIBILITY

The Contractor is responsible for executing the work within the time stated in the contract.

1.2 SUBMITTALS

1.2.1 Final Progress Schedule

Submit final progress schedule no later than 5 calendar days after receiving the Notice To Proceed (NTP). A draft schedule is to be submitted before the preconstruction conference with time periods shown but without dates of NTP and completion shown. Once a NTP date has been established, the dates are to be filled in. By having the draft schedule at the preconstruction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omissions, and approval can be expedited.

1.2.2 Updated Progress Schedule

Submit updated progress schedule every month along with the request for payment.

2 PRODUCTS

2.1 PROGRESS SCHEDULE

Progress schedule shall have project name, location, contract number, and company name. The final progress schedule, with the NTP and completion dates filled in, shall be signed.

2.1.1 At the left side of the form, list in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e. by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.)

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

c. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the entire contract based on Dollar Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the contract amount.

2.1.2 Top of Form

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

2.1.3 General

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity which you intend to complete each week above or below each bar.

3 EXECUTION

3.1 UPDATING SCHEDULE

Update and submit progress schedule every month with progress payment showing actual progress.

Updated progress schedules shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled. He shall notify the Contracting Officer, in writing, within 3 calendar days.

3.3 SAMPLE CHART

A sample progress chart is shown on the following page. This should only be used as a guide. It displays the "type" of information which should be included in the submitted progress schedules.

END OF SECTION

SECTION 01 33 00 - Page 1 of 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS REQUIRED

Items to be submitted shall be done electronically as specified in each applicable section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Approval of submittals shall not relieve the contractor of his obligations to comply with contract specifications and drawings. Partial submittals will not be accepted and will be returned without review.

Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable 0.0Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item the Contractor proposes to furnish. The contractor shall indicate in the submittal which item(s) they are submitting.

1.2 TIMING OF SUBMITTALS

1.2.1 Timing and Sequence

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. The Contractor shall prepare submittals and submit those items in sufficient time to avoid delays. Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 Shop Drawing Submittal Process

Contractor shall begin shop drawing submittal process after project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall in electronic form with one with submittal coversheet. The submittal type and numbers of each required, are as follows:

Preconstruction Submittals (1 electronic copy)

Submit information required before the physical start of work. These may include progress schedule, personnel list for security access, demolition and other required work plans.

SECTION 01 33 00 - Page 2 of 4

Shop Drawings (1 electronic copy)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8.5 inches by 11 inches in size, except as specified otherwise, using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for cross section views of each mechanical room.

Product Data (1 electronic copy)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts.

Submit complete descriptive data for each type of material. Clearly mark data to indicate the type the Contractor intends to provide. If not marked to indicate what contractor intends to provide the submittal will be returned disapproved.

Samples (2 each, 1 hardcopy to COR/CM and the other should be on site for the CG inspector and unit to choose from if applicable)

Submit color (not black and white) printed data or actual pieces of the items. The contract prices will not be adjusted due to the Contracting Officer's Representatives selection of any color, texture, or pattern submitted.

Design Data (1 electronic copy)

Submit calculations, mix designs, analyses or other data pertaining to a part of work.

Test Reports (1 electronic copy)

Submit reports of inspection and laboratory test, including analysis and interpretation of test results.

Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract.

Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

SECTION 01 33 00 - Page 3 of 4

Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Certificates (1 electronic copy)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform with the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer’ Repetitive for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer’s Representative. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a certificate of compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product, and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

Manufacturer’s Instructions

Submit reprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions.

Where installation procedures, or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer‘s Representative prior to installation.

Installation of the item will not be allowed to proceed until the recommendations are received. Failure to furnish these recommendations can be cause for reject of the material.

SECTION 01 33 00 - Page 4 of 4

Operation and Maintenance Manuals (Submit 1 hardcopy for review by the government to ensure completeness and then when approved by the COR submit 3 each)

Furnish an operation and maintenance manual section for each item of equipment. Furnish three copies of the complete manual bound in hardback binders. Furnish one complete manual prior to the time that equipment tests are performed, and furnish the remaining manuals before the contract is completed. Inscribe the following identification on the cover: the words "OPERATION AND MAINTENANCE MANUAL", the name and location of the equipment, the name of the contractor, and the contract number. The manual shall include the names, addresses, and telephone numbers of each subcontractor installing equipment, and of the local representatives for each item of equipment. The manual shall have a table of contents and be assembled to conform to the table of contents with the tab sheets placed before instructions covering the subject. The instructions shall be legible and easily read, with large sheets of drawings folded in. the manual shall include: a complete description of the system, wiring and control diagrams with data to explain detailed operation and shut-down instructions;

installation instructions; maintenance instructions; lubrication schedule including type, grade, temperature range, and frequency; safety precautions, diagrams, and illustrations; test procedures;

performance data; and parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided. Submit an electronic copy of Operation and Maintenance Manuals with all documents scanned to PDF format on a CD-ROM disk.

Furnish manufacturer's operating instructions for the principal item of mechanical and electrical components, for use by operating personnel. A copy shall be provided in each of the three operations manuals. The fourth copy shall be laminated between thermoplastic sheets and affixed where directed by COR adjacent to each item of equipment. Operating instructions shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment.

The instructions shall describe the functions of the equipment, its most economical operation, start-up and shut-down procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

End of Section 01 33 00

SECTION 02 22 00 – Page 1 of 3

SECTION 02 22 00

SELECTIVE DEMOLITION

1.1 GENERAL REQUIREMENTS

Provide labor, materials, and equipment necessary to install selective demolition as noted on drawings and specified herein.

1.2 SUMMARY

1.2.1 This Section includes the following:

a. Demolition and removal of selected portions of existing covered moorings timber structural components, fenders and hurricane anchors and straps.

1.3 DEFINITIONS

Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain.

Existing to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Contracting Officer's Technical Representative, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations.

1.4 DISPOSITION OF MATERIALS

Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain the Government's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option.

1.5 QUALITY ASSURANCE

Regulatory Requirements: Comply with governing EPA notification regulations before starting selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.6 PROJECT CONDITIONS

Storage or sale of removed items or materials on-site will not be permitted.

2.1 REPAIR MATERIALS

Use repair materials identical to existing materials.

a. Where identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces.

b. Use materials whose installed performance equal or surpass that of existing materials.

SECTION 02 22 00 – Page 2 of 3

3.1 EXAMINATION

3.1.1 Surveying Existing Conditions

Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

3.1.2 Unanticipated Elements

When unanticipated mechanical, electrical, or structural elements that conflict with the intended function or design are encountered, investigate and measure the nature and extent of the conflict.

Promptly submit a written report to the Contracting Officer's Technical Representative.

3.1.3 Surveying Existing Conditions

Survey the condition of the existing bulkhead and adjacent structures to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of the structure or adjacent structures during selective demolition.

Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

3.2 PREPARATION

3.2.1 Interference

Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and adjacent occupied and used facilities.

a. Do not close or obstruct adjacent occupied or used facilities without permission from COTR.

Provide alternate routes around closed or obstructed traffic ways.

3.2.2 Injury

Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around selective demolition area.

a. Protect all structural and utility items that are to remain and are exposed during selective demolition operations.

3.2.3 Stability

Provide and maintain interior and exterior shoring, bracing or structural support to preserve stability and prevent movement, settlement, or collapse of adjacent structures.

a. Strengthen or add new supports when required during progress of selective demolition.

3.3 POLLUTION CONTROLS

3.3.1 Dust and Dirt

Use temporary enclosures and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations.

SECTION 02 22 00 – Page 3 of 3

3.3.2 Transport Debris

Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3.3.3 Adjacent Structures

Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before start of selective demolition.

3.4 SELECTIVE DEMOLITION

3.4.1 Existing Construction

Demolish and remove existing construction only to the extent required by new construction and as indicated on drawings. Use methods required to complete Work within limitations of governing regulations and as follows:

a. Dispose of demolished items and materials promptly. On-site storage or sale of removed items is prohibited.

b. Return elements of construction and surfaces to remain to condition existing before start of selective demolition operations.

3.5 PATCHING AND REPAIRS

Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations.

Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

Restore exposed finishes of patched areas and extend finish restoration into adjoining construction to remain in a manner that eliminates evidence of patching and refinishing.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

3.6.1 General

Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

3.6.2 Burning

Do not burn demolished materials.

3.6.3 Disposal

Transport demolished materials off Government's property and legally dispose of them.

-- End of Section --

SECTION 05 50 00– Page 1 of 2

SECTION 05 50 00

MISCELLANEOUS METAL FABRICATIONS

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A53 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc Coated, Welded and Seamless

ASTM A123 Specification for Zinc (Hot-Dipped Galvanized) Coatings on

Iron and Steel Products

ASTM A153 Specification for Zinc Coating (Hot-Dipped) on Iron and Steel

Hardware.

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

Product Data

Wood Screws

Wood Nails

Anchor bolts

Thru Bolts

Shop Drawings:

1.3 QUALIFICATION OF WELDERS

Qualify welders in accordance with AWS D1.1 using procedures, materials, and equipment of the type required for the work.

1.4 DELIVERY, STORAGE, AND PROTECTION

Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

SECTION 05 50 00– Page 2 of 2

2 PRODUCTS

2.1 MATERIALS

2.1.1 Anchors , inserts, thru bolts and Fasteners

ASTM A325 Stainless Steel.

Wood Screws SS 316

Wood Screws, Galvanized Steel

3.1 INSTALLATION

Install items at locations indicated and according to shop drawings.

3.2 ANCHORAGE, FASTENINGS, AND CONNECTIONS

Provide anchorage where necessary for fastening miscellaneous metal items securely in place. Include for anchorage not otherwise specified or indicated slotted inserts, expansion shields, and powder-driven fasteners, when approved for concrete.

Provide non-ferrous attachments for non-ferrous metal. Make exposed fastenings of compatible materials, generally matching in color and finish, to which fastenings are applied. Conceal fastenings where practicable.

3.3 BUILT-IN-WORK

Form for anchorage of metal work built-in with concrete or masonry, or provide with suitable anchoring devices as indicated or as required. Furnish metal work in ample time for securing in place as the work progresses.

3.4 FIELD FINISHING

3.4.1 Dissimilar Materials

Where dissimilar metals are in contact, or where aluminum is in contact with concrete, mortar, masonry, wood, or absorptive materials subject to wetting, protect surfaces with a coat conforming to FS TT-P-664 to prevent galvanic or corrosive action. Alkyd is not to be used on metal in contact with concrete or masonry.

3.4.2 Environmental Conditions

Do not clean or paint surface when damp or exposed to foggy or rainy weather, when metallic surface temperature is less than 5 degrees F above the dew point of the surrounding air, or when surface temperature is below 45 degrees F or over 95 degrees F, unless approved by the Contracting Officer.

SECTION 06 13 33 - Page 1 of 4

SECTION 06 13 33

PIER TIMBER WORK

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A 123 Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A 307 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength

AMERICAN WOOD-PRESERVERS' ASSOCIATION (AWPA)

AWPA C2 Lumber, Timber, Bridge Ties and Mine Ties - Preservative

Treatment by Pressure Processes

AWPA M4 Care of Preservative-Treated Wood Products

AWPA M6 Brands Used on Forest Products

The following shall be submitted in accordance with contract documents submittal procedures:

SD-06 Test Reports

Test Reports

Timber preservative inspection

SD-07 Certificates

Delivery inspection list

Certificates, MSDS and CIS

1.3 DELIVERY AND STORAGE

Close-stack treated timber and lumber material in a manner that will prevent long timbers or preframed material from sagging or becoming crooked. Keep ground under and within 5 feet of such piles free of weeds, rubbish, and combustible materials. Protect materials from weather. Handle treated timber with ropes or chain slings without dropping, breaking outer fibers, bruising, or penetrating surface with tools.

Do not use cant dogs, peaveys, hooks, or pike poles. Protect timber and hardware from damage.

SECTION 06 13 33 - Page 2 of 4

1.4 CONSTRUCTION EQUIPMENT

Project site is in confined area near other utilities. Site may also include swampy and wetland areas.

CONTRACTOR shall use only very low ground pressure or high flotation vehicles unless mats are used to spread the load and prevent rutting. CONTRACTOR shall be responsible for repair and damage caused by vehicles.

1.5 QUALITY ASSURANCE

1.5.1 MSDS and CIS

Provide Material Safety Data Sheets (MSDS) and Consumer Information Sheets (CIS) associated with timber pile preservative treatment. Contractor shall comply with all safety precautions indicated on MSDS and CIS.

1.5.2 Timber Preservative Inspection

Submit the inspection report of an independent inspection agency, for approval by the OWNER, which offered products complying with applicable AWPA Standards. Identify treatment on each piece by the quality mark of an agency accredited by the Board of Review of the American Lumber Standard Committee.

1.5.3 Delivery Inspection List

Field inspect and submit a verification list of each treated timber member and each strapped bundle of treated lumber indicating the wording and lettering of the quality control markings, the species and the condition of the wood. Do not incorporate materials damaged in transport from plant to site. Inspect all preservative-treated wood, visually to ensure there are no excessive residual materials or preservative deposits. Material shall be clean and dry or it will be rejected due to environmental concerns.

2 PRODUCTS

2.1 MATERIALS

2.1.1 Lumber and Timbers

2.1.1.1 Full Sawn (Solid Sawn)

Provide full sawn (solid sawn) lumber and timbers of stress-rated Southern Pine with a stress rating of select structural, and identified by the grade mark of a recognized association or independent inspection agency using the specific grading requirements of an association recognized as covering the species used. The association or independent inspection agency shall be certified by the Board of Review, American Lumber Standards Committee, to grade the species used.

2.1.1.2 Preservative Treatment

Fabricate lumber and timbers before preservative treatment. The producer, in accordance with AWPA M6, shall brand each piece of treated lumber or timber. Treat all wood in accordance with AWPA C2 (Salt Water Contact and Material Subject to Marine Borer Exposure) with water-borne preservative.

Chromated zinc chlorides, pentachlorophenol-ammoniacal systems, and alkyl ammonium compounds will not be allowed. The Contractor shall be responsible for the quality of treated wood products. All timber on this project shall be treated as exposed to salt water or salt-water splash.

SECTION 06 13 33 - Page 3 of 4

2.1.2 Hardware

Hardware includes steel angles, straps, bolts with necessary nuts and washers, timber connectors, drift pins, dowels, nails, screws, spikes, and other fastenings. Bolts and nuts shall conform to ASTM A307, unless otherwise noted. Provide cast-iron ogee, malleable iron washers, or plate or cut washers where indicated. Provide bolts with washers under nut and head. Provide timber connectors and other metal fastenings of type and size shown. Hot-dip galvanize all ferrous metal, hardware, and fasteners. Steel for angles, straps and connecting materials shall be ASTM A36 unless otherwise indicated.

2.1.2.1 Zinc-Coating

Galvanize steel specified or indicated by the hot-dip process in accordance with ASTM A 123/A 123M or ASTM A 153/A 153M, as applicable.

3.1 CONSTRUCTION

Cut, bevel, and face timbers prior to plant preservative treatment. Provide protective equipment for personnel fabricating, field treating, or handling materials treated with creosote or water-borne salts.

3.1.1 Framing

Cut and frame lumber and timber so that joints will fit over contact surface. Secure timbers and piles in alignment. Open joints are unacceptable. Shimming is not allowed. Bore holes for drift pins and dowels with a bit 1/16 inch less in diameter than the pin or dowel. Bore holes for bolts with a bit 1/16 inch larger in diameter than rod or bolt. Bore holes for lag screws in two parts. Make lead hole for shank the same diameter as shank. Make lead hole for the threaded portion approximately two-thirds of the shank diameter. Bore holes in small timbers for boat or wire spikes with a bit of the same diameter or smallest dimension of the spike to prevent splitting. Provide counterbore where smooth faces are indicated or specified.

3.1.2 Caps

Prior to placing caps, prepare tops of posts or piles according to paragraphs entitled, "Field Treatment."

Place timber caps to secure bearing over tops of supporting posts or piles and to secure even alignment of their ends.

3.1.3 Fastening

Vertical bolts shall have nuts on the lower end. Where bolts are used to fasten timber to timber, timber to concrete, or timber to steel, bolt members together when they are installed and retighten immediately prior to final acceptance of contract. Provide bolts having sufficient additional threading to provide at least 3/8 inch per foot thickness of timber for future retightening.

3.2 FIELD TREATMENT

3.2.1 Timberwork

Field treat cuts, bevels, notches, refacing and abrasions made in the field in treated piles or timbers in accordance with AWPA M4, MSDS and CIS. Wood preservatives are restricted use pesticides and shall be applied according to applicable standards. Trim cuts and abrasions before field treatment. Paint depressions or openings around bolt holes, joints, or gaps including recesses formed by counterboring, SECTION 06 13 33 - Page 4 of 4 with preservative treatment used for piles or timber; and after bolt or screw is in place, fill with hot pitch or a bitumastic compound.

3.2.2 Piling and Post Protection

In accordance with AWPA M4, immediately after pile or post tops are cut off and prior to placement of pile cap, protect pile or post top with several heavy applications of the same preservative used to treat the pile or post, or else copper naphthenate solutions containing a minimum of 2 percent copper metal may be used with treated products. Seal ends with a heavy application of coal-tar pitch or other appropriate sealer and apply caps where indicated.

3.2.3 Galvanized Surfaces

Repair and recoat zinc coating which has been field or shop cut, burned by welding, abraded, or otherwise damaged to such an extent as to expose the base metal. Thoroughly clean the damaged areas by wire brushing and remove traces of welding flux and loose or cracked zinc coating prior to painting. Paint cleaned area with two coats of zinc oxide-zinc dust paint conforming to MIL-P-21035.

Compound paint with a suitable vehicle in a ratio of one part zinc oxide to four parts zinc dust by weight.

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SECTION 26 27 29 - PAGE 1 OF 11

SECTION 26 27 29

MARINA ELECTRICAL WORK

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM B1 (2001; R 2007) Standard Specification for Hard-Drawn

Copper Wire

ASTM B8 (2011) Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 6 (1993; R 2011) Enclosures

NEMA KS 1 (2001; R 2006) Enclosed and Miscellaneous Distribution

Equipment Switches (600 V Maximum)

NEMA RN 1 (2005) Polyvinyl-Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit

NEMA ST 20 (1992; R 1997) Standard for Dry-Type Transformers for

General Applications

NEMA TC 14 (2002) Standard for Reinforced Thermosetting Resin Conduit (RTRC) and Fittings

NEMA TC 2 (2003) Standard for Electrical Polyvinyl Chloride (PVC)

Conduit

NEMA WD 1 (1999; R 2005; R 2010) Standard for General Color Requirements for Wiring Devices

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 303 (2011) Fire Protection Standards for Marinas and Boatyards

NFPA 70 (2011; TIA 11-1; Errata 2011; TIA 11-2; TIA 11-3; TIA 11-4)

National Electrical Code

UNDERWRITERS LABORATORIES (UL)

UL 1569 (1999; Reprint Oct 2011) Standard for Metal-Clad Cables

UL 467 (2007) Grounding and Bonding Equipment

UL 486A-486B (2003; Reprint Feb 2010) Wire Connectors

SECTION 26 27 29 - PAGE 2 OF 11

UL 489 (2009; Reprint Jun 2011) Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit-Breaker Enclosures

UL 498 (2001; Reprint Apr 2010) Attachment Plugs and Receptacles

UL 50 (2007) Enclosures for Electrical Equipment, Non-environmental Considerations

UL 510 (2005; Reprint Apr 2008) Polyvinyl Chloride, Polyethylene and Rubber Insulating Tape

UL 514B (2004; Reprint Nov 2009) Conduit, Tubing and Cable Fittings

UL 514C (1996; Reprint Novy 2011) Nonmetallic Outlet Boxes, Flush- Device Boxes, and Covers

UL 651 (2011) Standard for Schedule 40 and 80 Rigid PVC Conduit and Fittings

UL 67 (2009; Reprint Sep 2010) Standard for Panelboards

UL 83 (2008) Thermoplastic-Insulated Wires and Cables

UL 869A (2006) Reference Standard for Service Equipment

UL 870 (2008) Standard for Wireways, Auxiliary Gutters, and Associated Fittings

UL 886 (1994; Reprint Nov 2005) Standard for Outlet Boxes and

Fittings for Use in Hazardous (Classified) Locations

UL 943 (2006; Reprint May 2010) Ground-Fault Circuit-Interrupters

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Shop Drawings

Panelboards

Isolating Transformers

Shore tie

Product Data

Exterior lights

1.3 QUALITY ASSURANCE

1.3.1 Transformer Tests

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SECTION 26 27 29 - PAGE 3 OF 11

Submittal shall include routine NEMA ST 20 transformer test results on each transformer and also include results of NEMA design and prototype tests that were made on transformers electrically and mechanically equal to those specified.

1.3.2 Grounding System Tests

Submittal shall include written results of each test and indicate location of rods as well as resistance and soil conditions at the time measurements were made.

2.1 MATERIALS AND EQUIPMENT

Materials, equipment, and devices shall, as a minimum, meet requirements of UL where UL standards are established for those items, and requirements of NFPA 70 and NFPA 303.

2.2 CONDUIT AND FITTINGS

Rigid non-metallic conduit conforming to the following:

2.2.1 Rigid Nonmetallic Conduit

Fiberglass conduit in accordance with NEMA TC 14.

2.2.1.1 Fittings for Use in Hazardous Locations

UL 886.

2.2.2 Fittings for Rigid Nonmetallic Conduit

UL 514B and UL 651.

2.2.3 Expansion Joints

Provide conduit expansion joints having 6 inch expansion at each expansion joint in the pier and in each conduit run exceeding 250 feet. Provide expansion joints having 2 inch expansion in each conduit run of less than 250 feet.

2.3 POWER CENTER

A complete factory-assembled and prewired unit specifically constructed for marina applications.

Power center shall be a one outlet pedestal surface mounted type having a separate circuit breaker for each outlet. Circuit breaker size shall be the same size as outlet to which it is connected. Power outlets shall be single, locking and grounding type, size and voltage as indicated. Power center enclosure shall be fiberglass or foamed thermoplastic with polyurethane coating. Each individual outlet and circuit breaker enclosure shall have a separate gasketed weatherproof cover. Entire exterior surface of power center shall be nonmetallic design for exposure to saltwater environment. Provide with one telephone outlet.

2.3.1 Warning Sign

Provide permanently mounted waterproof warning sign at each power center. Sign shall have red letters on a white background with letters no less than .25 inch in height. Sign shall be worded as follows:

"WARNING

SECTION 26 27 29 - PAGE 4 OF 11

To minimize shock and fire hazards:

Turn off the boat's shore connection switch before connecting or disconnecting shore cable.

Connect shore power cable at the boat first.

Disconnect shore power cable at shore outlet first.

Close shore power inlet cover tightly.

DO NOT ALTER SHORE POWER CABLE CONNECTORS"

2.4 OUTLET BOXES AND COVERS

UL 514C.

2.4.1 Outlet Boxes in Hazardous Locations

UL 886. Suitable for wet locations.

2.5 CABINETS, JUNCTION BOXES, AND PULL BOXES

Volume greater than 200 cubic inches, UL 50, NEMA 4X stainless steel.

2.6 WIRES AND CABLES

Shall meet applicable requirements of NFPA 70 and UL for type of insulation, jacket, and conductor specified or…