21-15-825PMV196-FINAL_SPECIFICATIONS.pdf

TECHNICAL

SPECIFICATIONS

FOR

REPLACE LOADING PIER

U.S. COAST GUARD

CST PARIS LANDING

BUCHANAN, TENNESEE

FINAL SUBMITTAL

APRIL 2015

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT MIAMI

15608 SW 117TH AVENUE

MIAMI, FLORIDA 33177

PROJECT NUMBER 5705746

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REPLACE LOADING PIER PROJECT NO. 5705746

USCG CST PARIS LANDING

TABLE OF CONTENTS

SECTION 01 11 00 GENERAL REQUIREMENTS

SECTION 01 32 01 PROJECT SCHEDULE

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 02 22 00 SELECTIVE DEMOLITION

SECTION 03 20 01 CONCRETE REINFORCEMENT

SECTION 03 33 00 CAST IN PLACE CONCRETE

SECTION 05 50 00 METAL FABRICATIONS

SECTION 06 13 33 PIER TIMBERWORK

SECTION 22 00 00 PLUMBING GENERAL PURPOSE

SECTION 26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 26 27 29 MARINA ELECTRICAL WORK

SECTION 31 62 13 PRECAST/PRESTRESSED CONCRETE PILES

SECTION 31 62 19 TIMBER FENDER PILES

SECTION 33 11 00 WATER DISTRIBUTION

SECTION 33 32 16 SANITARY SEWER PIPE

SUBMITTAL REGISTER

APPENDIX A Environmental Permit Requirements and Conditions

-- End of Project Table of Contents --

SECTION 01 11 00 - PAGE 1 OF 6

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The work includes furnishing all labor, equipment, materials, and tools to replace the main loading pier at SSD Paris Landing in Buchanan, Tennessee, as specified herein and/or shown on the contract drawings.

In general, the work includes but is not limited to the following:

Base Bid:

a. Demolish existing 16 ft x 125 ft steel loading pier. Steel piles shall be completely pulled out from the mud line. Demolition shall include all existing shore ties.

b. Demolish (2) existing potable water shore ties, 150’ of 1-1/2” potable water line including heat trace, insulation and hangers.

c. Demolish (1) existing sewer shore tie, 150’ of 4” sewer line including hangers.

d. Demolish existing wood fender system surrounding the pier.

e. Construct a new 16 feet x 105’-6” feet reinforced concrete pier supported by precast concrete piles.

f. Construct a new wood fender system on sides of new pier.

g. Provide (2) new potable water shore ties, 130’ of 2” potable water line including heat trace, insulation, aluminum jacket and hangers.

h. Provide (1) new sewer shore tie, 130’ of 4” potable sewer line including heat trace, insulation, aluminum jacket and hangers.

i. Provide two new Shore-Ties and two new telecommunication boxes on the new pier.

j. Provide two new pole mounted lights on the new pier.

k. Provide a new Heat Trace system for the new water and sewer pipes lines.

l. Construct new elevated concrete platform for installation of new electrical isolation transformer and disconnects.

m. Provide a new Electrical Panel on the new pier.

n. Install new access ladders and cleats.

o. Perform a subsoil investigation to determine the subsoil conditions relative to the pier pile foundation design. Perform (2) standard penetration boring tests according to ASTM-D 1586 down to an average depth of 50’ below the mud line elevation within the footprint of the new pier. Based on the subsoil investigation provide a geotechnical report signed and sealed by a State of

Tennessee registered geotechnical engineer, with recommendations for

14” precast concrete pile driving to include minimum pile tip elevation for a pile capacity of 25 tons without detrimental

SECTION 01 11 00 - PAGE 2 OF 6

settlement and lateral capacity of 18 tons. The report shall include a boring log with a detailed description of the soils encountered at the boring locations and recommendations for the type of pile driving equipment and hammer characteristics to be used.

Option Item No. 1:

a. Construct a 16 feet wide x 20 feet long reinforced concrete pier extension supported by precast concrete piles, including utility extensions and timber fender system.

b. Provide 20’ of 2” potable water line including heat trace, insulation, aluminum jacket and hangers.

c. Provide 20’ of 4” sewer line including heat trace, insulation, aluminum jacket and hangers.

Unit Price Items

Provide unit prices for each of the following items for any amounts required in excess of the base bid items indicated above. Include all labor, materials, and equipment necessary to conduct the work in accordance with the plans and specifications. Work under unit price items will commence only after approval from the Contracting Officer.

Unit Price Item No. 1:

Provide a unit price for a quantity of one linear foot to drive a 14” pre-stressed precast concrete pile. This unit price shall serve to adjust (increase or decrease) the total length of pile that will be used as recommended by the subsoil investigation report if it differs from the pile length indicated in the drawings multiplied by the total number of piles.

Unit Price Item No. 2:

Construct a seven (7) 12” timber pile cluster to be located at grid lines 13 & B as per details in drawing sheet S-04.

1.2 INSPECTION HOLD POINT

The following are minimum Hold Point Construction Inspections required by the Government. The Work represented by each hold point shall be held open and made available for viewing until an on-site inspection and approval for each respective hold point is completed by the COR.

Hold point inspections include:

a. After demolition of existing pier access and prior to installing new piles.

b. After steel reinforcement placement and prior to concrete pour.

Notify the COR 7 calendar days in advance of the hold point inspection.

Hold points must be included by the contractor in the Progress Schedule as separate items.

SECTION 01 11 00 - PAGE 3 OF 6

1.3 PERFORMANCE TIME

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 180 days including the time needed to approve all material submittals.

1.4 INSPECTION PRIOR TO BID

Access to the site is restricted and is by appointment only.

Prospective bidders are encouraged to visit the site to become familiar with existing conditions. Arrangements to visit the site can be made by contacting:

U.S. Coast Guard CST Paris Landing

700 Coast Guard Rd.

Buchanan, TN 38222

POC: MKC Robert Chofay

Tel: 731-642-4457

E-Mail: ROBERT.P.CHOFAY@USCG.MIL

1.5 PROJECT DRAWINGS: Drawings to be used in conjunction with these specifications shall consist of U.S. Coast Guard Drawing No. M2057-D in 17 sheets and reference drawings REF-1 and REF-2. Drawings are the property of the Government and shall not be used for any purpose other than that contemplated by the specification.

1.6 WORK HOURS: Contractor shall perform the work at the site during normal workday from 7:00 AM to 4:00 PM Monday thru Friday. 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: Reasonable amounts of water and electricity will be made available to the Contractor without charge. The

Contractor shall pay all costs incurred in connecting, converting, and transferring the utilities to the work. The Contractor shall be responsible for making connections including providing back flow preventers, transformers, and for disconnections. Temporary toilet facilities shall be provided by the Contractor for his personnel

1.7.1 The Contracting Officer's Technical Representative, henceforth referred to as the COR, shall designate the electrical outlets available to the Contractor.

1.8 COORDINATION

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

The Contractor will be working on a Coast Guard operational facility.

The Contractor shall become familiar with and obey Station’s fire, traffic, and security regulations. Personnel shall not stray from the

SECTION 01 11 00 - PAGE 4 OF 6

immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR.

1.10 STORAGE LAYDOWN AREA

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 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

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

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

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 CLEAN-UP

The Contractor shall keep the work area daily, including storage areas, free from accumulations of waste materials on a daily basis.

Solid waste and non-hazardous debris must be managed in accordance with the State of Tennessee, Division of Solid and Waste Management.

1.15 UNDERGROUND AND CONCEALED UTILITIES

The utility locations that may be shown on the drawing may not be exact. The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting construction. The Contractor shall scan the construction site with electromagnetic, infrared video, ground penetrating radar, sonic equipment, and other technologies available and mark the surface of the ground where existing underground utilities are discovered. Notify the COR and the cognizant utility companies at least 2 working days before excavating. Mark the excavation route and intersecting utilities. The COR and utility company representatives will review the Contractor's layout and notify the contractor if any known utilities have been left unmarked. Vacuum excavation, handwork, or other non-destructive excavation method shall be employed for soil removal around all buried utilities. Buried utilities located within the area to be excavated shall be shored up to prevent sagging, bending, breakage, and other damage.

SECTION 01 11 00 - PAGE 5 OF 6

1.16 UTILITY OUTAGES

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.

1.17 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.

1.18 SAFETY PROGRAM

1.18.1 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.

1.18.2 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 Guard will cooperate fully with the

Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.18.3 Safety Plan

The Contractor shall submit a written safety plan as a pre-construction submittal. 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.

SECTION 01 11 00 - PAGE 6 OF 6

1.19 REFERENCE PUBLICATIONS

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.

1.20 SECURITY

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 site.

1.20.1

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.

1.21 RECORD DRAWINGS

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.

1.22 INSPECTION AND ACCEPTANCE

Upon completion of the work and final inspection, 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 two weeks notice prior to final inspection date.

1.23 WARRANTIES

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.

1.24 ENVIRONMENTAL REQUIREMENTS

Contractor shall abide by the environmental requirements of the local governing agencies and the Environmental Permit Requirements included in Appendix A of these specifications.

2 PRODUCTS – NOT USED

3 EXECUTION – NOT USED

END OF SECTION

SECTION 01 32 01 - Page 1 of 2

SECTION 01 32 01

PROGRESS SCHEDULE

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 pre construction 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 pre construction 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.

1.3 PROGRESS SCHEDULE

Progress schedule shall have project name, location, contract number, and company name. The final progress schedule shall indicate the dates of the

Notice To Proceed and completion date, and shall be signed by the contractor and the USCG Contracting Officer.

1.3.1 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.

SECTION 01 32 01 - Page 2 of 2

D. Estimated Value of the Activity - Profit and overhead shall be distributed throughout activities. The total values shall add to the contract amount.

1.3.2 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.

1.3.3 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.

1.4 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.

1.5 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.

1.6 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

SECTION 01 33 00 Page 1 OF 5

SECTION 01 33 00

SUBMITTAL PROCEDURES

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.

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 Federal, 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. Approval of submittals shall not relieve the contractor his obligation to comply with the contract specifications and drawings.

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.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall be done in electronic form with one submittal coversheet.

The submittal type and numbers of each required, are as follows:

SD-01 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 5

SD-02 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.

SD-03 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 r,eturned disapproved.

SD-04 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.

SD-05 Design Data (1 electronic copy)

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

SD-06 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, SECTION 01 33 00 Page 3 OF 5 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.

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.

SD-07 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’s Representative 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.

SD-08 Manufacturer’s Instructions

SECTION 01 33 00 Page 4 OF 5

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.

SD-09 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.

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.

SECTION 01 33 00 Page 5 OF 5

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, equipment, tools and supervision necessary to 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 existing steel loading pier and surrounding wood fender system including all shore ties feeding the pier. Shore ties shall be capped at the head of the pier for future connection with new shore ties. Refer to reference drawings REF-1 and REF-2 for existing pier structure and utilities to be demolished.

Existing pier steel piles and fender timber piles shall be pulled out of the mud line during demolition. The total length of the existing steel piles is 40 linear feet. In the event that timber piles break when being pulled, these can be cut at 12” below mud line.

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.

SECTION 02 22 00 – Page 2 of 3

2.1 REPAIR MATERIALS

Use repair materials identical to existing materials.

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

3.1 EXAMINATION

3.1.1 Examine Existing Conditions

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

3.1.2 Existing Conditions

Monitor 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.

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 COR. Provide alternate routes around closed or obstructed traffic ways.

3.2.2 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 03 20 00 – Page 1 of 2

SECTION 03 20 00

CONCRETE REINFORCEMENT

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 CONCRETE INSTITUTE (ACI)

ACI 301 2010; Errata 2011 Structural Concrete

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A 82/A82M 2007 Steel Wire, Plain, for Concrete

Reinforcement

ASTM A 185/A185M 2007) Steel Welded Wire Fabric, Plain, for

Concrete Reinforcement

ASTM A 1064/1064M 2014 Steel Wire, Deformed, for Concrete

Reinforcement

ASTM A 1064/1064M 2014 Steel Welded Wire Fabric, Deformed, for

ASTM A 615/A 615M 2014 Deformed and Plain Carbon-Steel Bars for

1.2 DELIVERY, STORAGE, AND HANDLING

Store reinforcement of different sizes and shapes in separate piles or racks raised above the ground to avoid excessive rusting. Protect from contaminants such as grease, oil, and dirt. Ensure bar sizes can be accurately identified after bundles are broken and tags removed.

2.1 REINFORCEMENT

2.1.1 Reinforcing Bars

ACI 301 unless otherwise specified. ASTM A 615/A 615M with the bars marked

S, Grade 60;

2.1.2 Welded Wire Fabric

ASTM A 185 or ASTM A 1064. Provide flat sheets of welded wire fabric for slabs and toppings.

2.1.3 Wire

ASTM A 82 or ASTM A 1064.

2.1.4 Reinforcing Bar Supports

Provide bar ties and supports of coated or non-corrodible material.

Section 03 20 00 – Page 2 of 2

3.1 PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS

ACI 301. Provide bars, wire fabric, wire ties, supports, and other devices necessary to install and secure reinforcement. Reinforcement shall not have rust, scale, oil, grease, clay, or foreign substances that would reduce the bond. Rusting of reinforcement is a basis of rejection if the effective cross-sectional area or the nominal weight per unit length has been reduced.

Remove loose rust prior to placing steel. Tack welding is prohibited.

3.1.1 Reinforcement Supports

Place reinforcement and secure with galvanized or non-corrodible chairs, spacers, or metal hangers. For supporting reinforcement on the ground, use concrete or other non-corrodible material, having a compressive strength equal to or greater than the concrete being placed.

3.1.2 Future Bonding

Plug exposed, threaded, mechanical reinforcement bar connectors with a greased bolt. Bolt threads shall match the connector. Countersink the connector in the concrete. Caulk the depression after the bolt is installed.

3.1.3 Cover

Refer to ACI 301 for minimum coverage, unless otherwise indicated.

End of Section 03 20 00

Section 03 30 00 – Page 1 of 7

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

extent referenced. The publications are referred to in the text by the

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 2010: Errata 2011 Tolerances for Concrete

Construction and Materials and Commentary

ACI 301 2010: Errata 2011 Structural Concrete

ACI 302.1R 2004:Errata 2006: Errata 2007 Concrete Floor and Slab Construction

ACI 304R 2000: R 2009 Measuring, Mixing, Transporting, and Placing Concrete

ACI 347 2004:Errata: Errata 2008: Errata 2012:

Formwork for Concrete

ACI 211.1 (1991; R2009) Standard Practice for Selecting

Proportions for Normal, Heavyweight and Mass

Concreter

ACI 318 (2014; Errata 2014) Building Code

Requirements for Structural Concrete and

Commentary

ASTM C 33/C33M 2013 Concrete Aggregates

ASTM C 39/C39M 2014a Compressive Strength of Cylindrical

Concrete Specimens

ASTM C 94/C94M 2014b Ready-Mixed Concrete

ASTM C 143/C143M 2012 Slump of Hydraulic Cement Concrete

ASTM C 150/C150M 2012 Portland Cement

ASTM C 494/C494M 2013 Chemical Admixtures for Concrete

ASTM C 618 2012a Coal Fly Ash and Raw or Calcined

Natural Pozzolan for Use as a Mineral

Admixture in Portland Cement Concrete

ASTM C 989/C989M 2014 Slag Cement for Use in Concrete and

Mortars

Section 03 30 00 – Page 2 of 7

ASTM D 1752 2014: R 2013 Preformed Sponge Rubber Cork and

Recycled PVC Expansion

ASTM D 4397 2010 Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

ASTM C 595/C595M (2014) Standard Specification for Slender

Hydraulic Cement

ASTM C227 (2010) Standard Test Method for Potential

Alkali Reactivity of Cement aggregate

Combinations (Mortar-Bar Method)

ASTM C295/C295M (2012) Petrographic Examination of aggregates for Concreter

ASTM C1107/C1107M (2014) Standard specifications for Packagerd dry, Hydraulic-Cement Grout (Nonshrink)

1.2 DEFINITIONS

a. "Cementitious material" as used herein shall include all portland cement, pozzolan, fly ash, ground iron blast-furnace slag, and silica fume.

b. "Exposed to public view" means situated so that it can be seen from eye level from a public location after completion of the building.

A public location is accessible to persons not responsible for operation or maintenance of the building.

1.3 SUBMITTALS

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

1.3.1.1 Concrete Mix Design

Submit copies of test reports showing that the mix has been successfully tested to produce concrete with the properties specified and that mix will be suitable for the job conditions. Test reports shall be submitted along with the concrete mix design. Obtain approval before concrete placement.

1.3.2 Field Test Reports

a. Compressive strength tests

1.4 MODIFICATION OF REFERENCES

Accomplish work in accordance with ACI publications except as modified herein. Consider the advisory or recommended provisions to be mandatory, as though the word "shall" had been substituted for the words "should" or

"could" or "may," wherever they appear. Interpret reference to the

"Building Official," the "Structural Engineer," and the "Architect/Engineer" to mean the Contracting Officer.

Section 03 30 00 – Page 3 of 7

1.5 DELIVERY, STORAGE, AND HANDLING

Do not deliver concrete until vapor barrier, forms, reinforcement, embedded items, and chamfer strips are in place and ready for concrete placement. ACI

301 for job site storage of materials. Protect materials from contaminants such as grease, oil, and dirt. Ensure materials can be accurately identified after bundles are broken and tags removed.

2.1 CONCRETE

2.1.1 Contractor-Furnished Mix Design

ACI 211.1, ACI 301, and ACI 318 except as otherwise specified. The compressive strength (f'c) of the concrete for all parts of the structure shall be 5,000 psi and as specified below.

2.1.1.1 Required Average Strength of Mix Design

The selected mixture shall produce an average compressive strength exceeding the specified strength by the amount indicated in ACI 301. When a concrete production facility has a record of at least 15 consecutive tests, the standard deviation shall be calculated and the required average compressive strength shall be determined in accordance with ACI 301. When a concrete production facility does not have a suitable record of tests to establish a standard deviation, the required average strength shall be as follows:

a. f'c > 5,000 psi

2.2 MATERIALS

2.2.1 Cement

ASTM C 150, Type I or ASTM C 595, Type IP(MS) blended cement except as modified herein. The blended cement shall consist of a mixture of ASTM C

150cement and one of the following materials: ASTM C 618 pozzolan or fly ash, ASTM C 989 ground iron blast-furnace slag. The pozzolan or fly ash content shall not exceed 25 percent by weight of the total cementitious material. The ground iron blast-furnace slag shall not exceed 50 percent by weight of total cementitious material. For exposed concrete, use one manufacturer for each type of cement, ground slag, fly ash, and pozzolan.

2.2.1.1 Fly Ash and Pozzolan

ASTM C 618, Type N, F, or C, except that the maximum allowable loss on ignition shall be 6 percent for Types N and F. Add with cement.

2.2.1.2 Ground Iron Blast-Furnace Slag

ASTM C 989, Grade 120.

2.2.2 Water

Water shall be fresh, clean, and potable; free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances deleterious to concrete.

Section 03 30 00 – Page 4 of 7

2.2.3 Aggregates

ASTM C 33, except as modified herein. Furnish aggregates for exposed concrete surfaces from one source. Aggregates shall not contain any substance which may be deleteriously reactive with the alkalies in the cement. Aggregates shall show expansions less than 0.10 percent at 6 months when tested in accordance with ASTM C 227 using a cement with an alkali content above 0.8 percent (expressed as sodium oxide), and shall not possess properties or constituents that are known to have specific unfavorable effects in concrete when tested in accordance with ASTM C 295.

2.2.4 Non-shrink Grout

ASTM C 1107.

2.2.5 Admixtures

Do not use calcium chloride admixtures.

2.2.6 Vapor Barrier

ASTM D 4397 polyethylene sheeting, minimum 6 mil thickness.

2.2.6.1 Polyethylene Sheeting

ASTM D 4397, minimum 6 mil thickness.

2.2.7 Materials for Curing Concrete

2.3 MATERIALS FOR FORMS: Provide wood, plywood, plastic, carton, or steel.

Use new plywood or steel forms where a smooth finish is indicated on the drawings, the concrete is exposed to view or it is indicated to be painted.

2.3.1 Wood Forms: Provide lumber that is square edged or tongue-and-groove boards, free of raised grain, knotholes, or other surface defects.

Provide plywood that complies with , B-B concrete form panels or better or AHA A135.4, hardboard for smooth form lining.

2.3.2 Concrete Form Plywood (Standard Rough): Provide plywood that conforms to NIST PS 1, B-B, concrete form, not less than 5/8-inch thick for form work concealed under stucco.

2.3.3 Overlaid Concrete Form Plywood (Standard Smooth): Provide plywood that conforms to NIST PS 1, B-B, high density form overlay, not less than

5/8-inch thick for smooth finish concrete exposed to view and as indicated on the drawings to receive paint finish.

3.1 PLACING MISCELLANEOUS MATERIALS

3.1.1 Vapor Barrier

Section 03 30 00 – Page 5 of 7

Provide beneath the on-grade concrete floor slab. Use the greatest widths and lengths practicable to eliminate joints wherever possible. Lap joints a minimum of 12 inches and tape or cement joints. Remove torn, punctured, or damaged vapor barrier material and provide with new vapor barrier prior to placing concrete. Concrete placement shall not damage vapor barrier material.

3.1.2 Setting Miscellaneous Material

Place and secure anchors and bolts, pipe sleeves, conduits, and other such items in position before concrete placement. Plumb anchor bolts and check location and elevation. Temporarily fill voids in sleeves with readily removable material to prevent the entry of concrete.

3.1.3 Construction Joints

Locate joints to least impair strength. Continue reinforcement across joints unless otherwise indicated.

3.2 PLACING CONCRETE

Place concrete as soon as practicable after the forms and the reinforcement have been inspected and approved. Do not place concrete when weather conditions prevent proper placement and consolidation; in uncovered areas during periods of precipitation; or in standing water. Prior to placing concrete, remove dirt, construction debris, water, snow, and ice from within the forms. Deposit concrete as close as practicable to the final position in the forms. Do not exceed a free vertical drop of 3 feet from the point of discharge. Place concrete in one continuous operation from one end of the structure towards the other. Position grade stakes on 10 foot centers maximum in each direction when pouring interior slabs and on 20 foot centers maximum for exterior slabs.

3.2.1 Footing Placement

Concrete for footings may be placed in excavations without forms upon inspection and approval by the COTR. Excavation width shall be a minimum of

4 inches greater than indicated.

3.3 SURFACE FINISHES EXCEPT FLOOR, SLAB, AND PAVEMENT FINISHES

3.3.1 Defects

Repair formed surfaces by removing minor honeycombs, pits greater than 1 square inch surface area or 0.25 inch maximum depth, or otherwise defective areas. Provide edges perpendicular to the surface and patch with non-shrink grout. Patch tie holes and defects when the forms are removed. Concrete with extensive honeycomb including exposed steel reinforcement, cold joints, entrapped debris, separated aggregate, or other defects which affect the serviceability or structural strength will be rejected, unless correction of defects is approved. Obtain approval of corrective action prior to repair.

The surface of the concrete shall not vary more than the allowable tolerances of ACI 347. Exposed surfaces shall be uniform in appearance and finished to a smooth form finish ready for paint.

Section 03 30 00 – Page 6 of 7

3.3.2 Not Against Forms (Top of Walls)

Surfaces not otherwise specified shall be finished with wood floats to even surfaces. Finish shall match adjacent finishes.

3.3.3 Formed Surfaces

3.3.3.1 Tolerances

ACI 117 and as indicated.

3.3.3.2 As-Cast Rough Form

Provide for surfaces not exposed to public view. Patch this holes and defects and level abrupt irregularities. Remove or rub off fins and other projections exceeding 0.25 inch in height.

3.4 FLOOR, SLAB, AND PAVEMENT FINISHES AND MISCELLANEOUS CONSTRUCTION

ACI 302.1R, unless otherwise specified. Slope floors uniformly to drains where drains are provided. Where straight edge measurements are specified, Contractor shall provide straight edge.

3.4.1 Finish

Place, consolidate, and immediately strike off concrete to obtain proper contour, grade, and elevation before bleedwater appears. Permit concrete to attain a set sufficient for floating and supporting the weight of the finisher and equipment. If bleedwater is present prior to floating the surface, drag the excess water off or remove by absorption with porous materials. Do not use dry cement to absorb bleedwater.

3.5 FIELD QUALITY CONTROL

3.5.1 Sampling

ASTM C 172. Collect samples of fresh concrete to perform tests specified.

ASTM C 31/C 31M for making test specimens.

3.5.2 Testing

3.5.2.1 Slump Tests

ASTM C 143. Take concrete samples during concrete…