W9128A-18-B-0002_Am-0011_Specifications.pdf

MCAF FIGHTER ALERT FACILITY, JBPHH, OAHU, HAWAII KNMD 043004

SECTION 01 50 00 Page 5 (Am-0010) barricades will be required. Securely place barrica des clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Fencing

Provide fencing along the perimeter of the construc tion site, at all openings, excavations, and or tunnels to control ac cess by any unauthorized people for entering the site. Upon completion of th e construction work the Contractor shall remove all fencing and restore the area to match existing.

a. Safety fence - Fence must be a highly visibility or ange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supp orted and tightly secured to steel posts located on maximum 10 foot c enters, constructed at the approved location outside of the flight line boundary and be able to remain rigid/taut with a mi nimum force of at least 200 pounds of force exerted on it from any di rection with less than 4 in of deflection.

b. Project work area and Contractor lay-down area outs ide of the flight line areas will be an 8 feet high chain link fence and gates with brown, UV light resistant, plastic fabric mesh nett ing (similar to tennis court or other screening. Intent is to block (screen) public view of the construction.

c. Temporary Security Fence - Fence must be a minimum of 8 feet high, chain link fence, with 3 strand barb wire at the to p, and bottom securable to the ground. The base of the fence may consist of density polyethylene material or approved equal, a minimum of 48 inches high and supported with tightly secured stee l rods located on maximum 10 foot centers. The location must be appr oved by the Government and located outside of the taxiway fligh t line boundary and be able to remain rigid/taut with a minimum for ce of at least 250 pounds of force exerted on it from any directio n with less than 4 in of deflection.

d. Low Profile Barricade – Barricade shall be a minimu m of 3 inches high, with strobe at the top, and bottom securable to the ground.

The base of the barricade may consist of density po lyethylene material or approved equal, tightly secured as inte rlocking unit or with steel rods located on maximum 10 foot centers. The location must be approved by the Government and located alon g the taxiway flight line boundary.

e. Dust Screen Fence - Fence must be a minimum of 8 fe et high, with cloth mesh fiber to reduce the transport of dust ma terial beyond the construction site, bottom securable to the ground t o include support bracing. The location shall be at sites that are o utside of the taxiway flight line boundary and be able to remain rigid/taut with a minimum force of at least 200 pounds of force exert ed on it from any direction with less than 4 in of deflection.

2.2.4 Construction Site Plans

Construction Site plan shall contain as a minimum t he following; proposed

(Am-0011)

Temporary Security Fence -Fence must be a minimum of 8 feet high, chain link fence, with 3 strand barb wire at the top, and bottom securable to the ground. The base of the fence may consist of density polyethylene material or approved equal, a minimum of 48 inches high and supported with tightly secured steel rods located on maximum 10 foot centers. The location must be approved by the Government and located outside of the taxiway flight line boundary and be able to remain rigid/taut with a minimum force of at least 250 pounds of force exerted on it from any direction with less than 4 in of deflection.

c.

Low Profile Barricade – Barricade shall be a minimum of 3 inches high, with strobe at the top, and bottom securable to the ground.

The base of the barricade may consist of density polyethylene material or approved equal, tightly secured as interlocking unit or with steel rods located on maximum 10 foot centers. The location must be approved by the Government and located along the taxiway flight line boundary.

d.

Dust Screen Fence -Fence must match the fabric height of the existing security fence excluding barbed wire , with cloth mesh fiber to reduce the transport of dust material beyond the construction site, bottom securable to the ground to include support bracing. The location shall be at sites that are outside of the taxiway flight line boundary and be able to remain rigid/taut with minimum force of at least 200 pounds of force exerted on it from any direction with less than 4 in of deflection.

e.

a existing security fence excluding barbed wire, with cloth mesh fiber to reduce the transport of dust material beyond the construction site, bottom securable to the ground to include support bracing.

Dust Screen Fence - Fence must match the fabric height of the

The

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 90 00

PAINTS AND COATINGS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 APPLICATOR'S QUALIFICATIONS

1.3.1 Contractor Qualification

1.3.2 SSPC QP 1 Certification

1.4 QUALITY ASSURANCE

1.4.1 Sustainable Design Certification

1.4.2 Field Samples and Tests

1.4.2.1 Sampling Procedure

1.4.2.2 Testing Procedure

1.5 REGULATORY REQUIREMENTS

1.5.1 Environmental Protection

1.5.2 Lead Content

1.5.3 Chromate Content

1.5.4 Asbestos Content

1.5.5 Mercury Content

1.5.6 Silica

1.5.7 Human Carcinogens

1.6 PACKAGING, LABELING, AND STORAGE

1.7 SAFETY AND HEALTH

1.7.1 Safety Methods Used During Coating Application

1.7.2 Toxic Materials

1.8 ENVIRONMENTAL CONDITIONS

1.8.1 Coatings

1.9 SCHEDULING

1.10 COLOR SELECTION

1.11 LOCATION AND SURFACE TYPE TO BE PAINTED

1.11.1 Painting Included

1.11.1.1 Exterior Painting

1.11.2 Definitions and Abbreviations

1.11.2.1 Qualification Testing

1.11.2.2 Batch Quality Conformance Testing

1.11.2.3 Coating

1.11.2.4 DFT or dft

1.11.2.5 DSD

1.11.2.6 EPP

1.11.2.7 EXT

1.11.2.8 micron / microns

1.11.2.9 mil / mils

1.11.2.10 mm

1.11.2.11 MPI Gloss Levels

1.11.2.12 MPI System Number

1.11.2.13 Paint

1.11.2.14 REX

SECTION 09 90 00 Page 1 (Am-0003)

(DELETED)

(Am-0011)

Submit manufacturer's Safety Data Sheets for coatings, solvents, and other potentially hazardous materials, as defined in

FED-STD-313.

SD-10 Operation and Maintenance Data

Coatings:; G

Preprinted cleaning and maintenance instructions for all coating systems shall be provided.

SD-11 Closeout Submittals

Recycled Content; S

Bio-Based Product Data; S

Indoor Air Quality Data; S

1.3 APPLICATOR'S QUALIFICATIONS

1.3.1 Contractor Qualification

Submit the name, address, telephone number, FAX number, and e-mail address of the contractor that will be performing all surface preparation and coating application. Submit evidence that key personnel have successfully performed surface preparation and application of coatings on PVC on a minimum of three similar projects within the past three years. List information by individual and include the following:

a. Name of individual and proposed position for this work.

b. Information about each previous assignment including:

Position or responsibility

Employer (if other than the Contractor)

Name of facility owner

Mailing address, telephone number, and telex number (if non-US) of facility owner

Name of individual in facility owner's organization who can be contacted as a reference

Location, size and description of structure

Dates work was carried out

Description of work carried out on structure

1.3.2 SSPC QP 1 Certification

All contractors and subcontractors that perform surface preparation or coating application shall be certified by the Society for Protective Coatings (formerly Steel Structures Painting Council) (SSPC) to the requirements of SSPC QP 1 prior to contract award, and shall remain certified while accomplishing any surface preparation or coating

SECTION 09 90 00 Page 7

(Am-0003)(Am-0011)

(DELETED)

application. The painting contractors and painting subcontractors must remain so certified for the duration of the project. If a contractor's or subcontractor's certification expires, the firm will not be allowed to perform any work until the certification is reissued. Requests for extension of time for any delay to the completion of the project due to an inactive certification will not be considered and liquidated damages will apply. Notify the Contracting Officer of any change in contractor certification status.

1.4 QUALITY ASSURANCE

1.4.1 Sustainable Design Certification

Product shall be third party certified in accordance with green globes.

1.4.2 Field Samples and Tests

The Contracting Officer may choose up to two coatings that have been delivered to the site to be tested at no cost to the Government. Take samples of each chosen product as specified in the paragraph "Sampling Procedures." Test each chosen product as specified in the paragraph "Testing Procedure." Products which do not conform, shall be removed from the job site and replaced with new products that conform to the referenced specification. Testing of replacement products that failed initial testing shall be at no cost to the Government.

1.4.2.1 Sampling Procedure

The Contracting Officer will select paint at random from the products that have been delivered to the job site for sample testing. The Contractor shall provide one quart samples of the selected paint materials. The samples shall be taken in the presence of the Contracting Officer, and labeled, identifying each sample. Provide labels in accordance with the paragraph "Packaging, Labeling, and Storage" of this specification.

1.4.2.2 Testing Procedure

Provide Batch Quality Conformance Testing for specified products, as defined by and performed by MPI. As an alternative to Batch Quality Conformance Testing, the Contractor may provide Qualification Testing for specified products above to the appropriate MPI product specification, using the third-party laboratory approved under the paragraph "Qualification Testing" laboratory for coatings. The qualification testing lab report shall include the backup data and summary of the test results.

The summary shall list all of the reference specification requirements and the result of each test. The summary shall clearly indicate whether the tested paint meets each test requirement. Note that Qualification Testing may take 4 to 6 weeks to perform, due to the extent of testing required.

Submit name, address, telephone number, FAX number, and e-mail address of the independent third party laboratory selected to perform testing of coating samples for compliance with specification requirements. Submit documentation that laboratory is regularly engaged in testing of paint samples for conformance with specifications, and that employees performing testing are qualified. If the Contractor chooses MPI to perform the Batch Quality Conformance testing, the above submittal information is not required, only a letter is required from the Contractor stating that MPI will perform the testing.

SECTION 09 90 00 Page 8 (Am-0003)(Am-0011)

2.2 EQUIPMENT

2.2.1 Cabinets

2.2.1.1 Material

Provide enameled steel cabinets.

2.2.1.2 Type

Provide semi-recessed cabinet for a 4-inch wall, white polyester finish, duo-panel with 1/8 inch clear acrylic glazing and flush pull handle.

2.2.1.3 Size

Dimension cabinets to accommodate the specified fire extinguishers.

PART 3 EXECUTION

3.1 INSTALLATION

Fire Extinguishers where indicated on the drawings. Verify exact locations prior to installation.

Provide extinguishers which are fully charged and ready for operation upon installation. Provide extinguishers complete with Manufacturer's Warranty with Inspection Tag attached.

Comply with the manufacturer's recommendations for all installations.

3.2 PROTECTION

3.2.1 Repairing

Remove and replace damaged and unacceptable portions of completed work with new work at no additional cost to the Government.

3.2.2 Cleaning

Clean all surfaces of the work, and adjacent surfaces which are soiled as a result of the work. Remove from the site all construction equipment, tools, surplus materials and rubbish resulting from the work.

-- End of Section --

SECTION 10 44 16 Page 4 or surface mounted extinguisher as indicated on plans.

the width, color, and printing requirements specified above, with a minimum thickness of 0.003 inch and a minimum strength of 1500 psi lengthwise, and 1250 psi crosswise, with a maximum 350 percent elongation.

2.2.2 Detectable Warning Tape for Non-Metallic Piping

Provide polyethylene plastic tape conforming to the width, color, and printing requirements specified above, with a minimum thickness of 0.004 inch, and a minimum strength of 1500 psi lengthwise and 1250 psi crosswise. Manufacture tape with integral wires, foil backing, or other means of enabling detection by a metal detector when tape is buried up to 3 feet deep. Encase metallic element of the tape in a protective jacket or provide with other means of corrosion protection.

2.3 DETECTION WIRE FOR NON-METALLIC PIPING

Insulate a single strand, solid copper detection wire with a minimum of 12

AWG.

2.4 MATERIAL FOR RIP-RAP

Provide Grout Filter fabric and rock conforming to DOT 2005 Standard Specifications, Section 612 for construction indicated.

2.5 CAPILLARY WATER BARRIER

Provide capillary water barrier of clean, poorly graded crushed rock, crushed gravel, or uncrushed gravel placed beneath a building slab with a vapor barrier to cut off the capillary flow of pore water to the area immediately below. Conform to ASTM C33/C33M coarse aggregate Size 67.

PART 3 EXECUTION

3.1 STRIPPING OF TOPSOIL

Where indicated or directed, strip topsoil to a depth of 4inches. Spread topsoil on areas already graded and prepared for topsoil, or transported and deposited in stockpiles convenient to areas that are to receive application of the topsoil later, or at locations indicated or specified.

Keep topsoil separate from other excavated materials, brush, litter, objectionable weeds, roots, stones larger than 2 inches in diameter, and other materials that would interfere with planting and maintenance operations. Remove from the site any surplus of topsoil from excavations and gradings.

3.2 GENERAL EXCAVATION

Perform excavation of every type of material encountered within the limits of the project to the lines, grades, and elevations indicated and as specified. Perform the grading in accordance with the typical sections shown and the tolerances specified in paragraph FINISHING. Transport satisfactory excavated materials and place in fill or embankment within the limits of the work. Excavate unsatisfactory materials encountered within the limits of the work below grade and replace with satisfactory materials as directed. Include such excavated material and the satisfactory material ordered as replacement in excavation. Dispose surplus satisfactory excavated material not required for fill or embankment offsite.

MCAF FIGHTER ALERT FACILITY, JBPHH, OAHU, HAWAII KNMD 043004

SECTION 31 00 00

(Am-0011) excavated material not required for fill or embankment offsite.

Dispose surplus satisfactory

Dispose unsatisfactory excavated material offsite.

During construction, perform excavation and fill in a manner and sequence that will provide proper drainage at all times. Excavate material required for fill or embankment in excess of that produced by excavation within the grading limits from the borrow areas indicated or from other approved areas selected by the Contractor as specified.

3.2.1 Ditches, Gutters, and Channel Changes

Finish excavation of ditches, gutters, and channel changes by cutting accurately to the cross sections, grades, and elevations shown on the drawings. Do not excavate ditches and gutters below grades shown.

Backfill the excessive open ditch or gutter excavation with satisfactory, thoroughly compacted, material or with suitable stone or cobble to grades shown. Dispose excavated material as shown or as directed, except in no case allow material be deposited a maximum 4 feet from edge of a ditch.

Maintain excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the work.

3.2.2 Drainage Structures

Make excavations to the lines, grades, and elevations shown, or as directed. Provide trenches and foundation pits of sufficient size to permit the placement and removal of forms for the full length and width of structure footings and foundations as shown. Clean rock or other hard foundation material of loose debris and cut to a firm, level, stepped, or serrated surface. Remove loose disintegrated rock and thin strata. Do not disturb the bottom of the excavation when concrete or masonry is to be placed in an excavated area. Do not excavate to the final grade level until just before the concrete or masonry is to be placed.

3.2.3 Drainage

Provide for the collection and disposal of surface and subsurface water encountered during construction. Completely drain construction site during periods of construction to keep soil materials sufficiently dry. Construct storm drainage features (ponds/basins) at the earliest stages of site development, and throughout construction grade the construction area to provide positive surface water runoff away from the construction activity and provide temporary ditches, swales, and other drainage features and equipment as required to maintain dry soils. When unsuitable working platforms for equipment operation and unsuitable soil support for subsequent construction features develop, remove unsuitable material and provide new soil material as specified herein. It is the responsibility of the Contractor to assess the soil and ground water conditions presented by the plans and specifications and to employ necessary measures to permit construction to proceed.

3.2.4 Dewatering

Control groundwater flowing toward or into excavations to prevent sloughing of excavation slopes and walls, boils, uplift and heave in the excavation and to eliminate interference with orderly progress of construction. Do not permit French drains, sumps, ditches or trenches within 3 feet of the foundation of any structure, except with specific written approval, and after specific contractual provisions for restoration of the foundation area have been made. Take control measures by the time the excavation

MCAF FIGHTER ALERT FACILITY, JBPHH, OAHU, HAWAII KNMD 043004

SECTION 31 00 00

(Am-0011)

Dispose unsatisfactory excavated material offsite.

rock and thin strata. Specify removal of unstable material. When concrete or masonry is to be placed in an excavated area, take special care not to disturb the bottom of the excavation. Do not excavate to the final grade level until just before the concrete or masonry is to be placed.

3.2.5.4 Jacking, Boring, and Tunneling

Unless otherwise indicated, provide excavation by open cut except that sections of a trench may be jacked, bored, or tunneled if, in the opinion of the Contracting Officer, the pipe, cable, or duct can be safely and properly installed and backfill can be properly compacted in such sections.

3.2.6 Underground Utilities

The Contractor is responsible for movement of construction machinery and equipment over pipes and utilities during construction. Perform work adjacent to non-Government utilities as indicated in accordance with procedures outlined by utility company. For work immediately adjacent to or for excavations exposing a utility or other buried obstruction, excavate by hand. Start hand excavation on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured. Support uncovered lines or other existing work affected by the contract excavation until approval for backfill is granted by the Contracting Officer. Report damage to utility lines or subsurface construction immediately to the Contracting Officer.

3.2.7 Structural Excavation

Ensure that footing subgrades have been inspected and approved by the Contracting Officer prior to concrete placement. Excavate to bottom of pile cap prior to placing piles, unless authorized otherwise by the Contracting Officer. Backfill and compact over excavations and changes in grade due to pile installation operations to 95 percent of ASTM D1557 maximum density.

3.3 SELECTION OF BORROW MATERIAL

Select borrow material to meet the requirements and conditions of the particular fill or embankment for which it is to be used. Obtain borrow material from the borrow areas from approved private sources. Unless otherwise provided in the contract, the Contractor is responsible for obtaining the right to procure material, pay royalties and other charges involved, and bear the expense of developing the sources, including rights-of-way for hauling from the owners. Borrow material from approved sources on Government-controlled land may be obtained without payment of royalties. Unless specifically provided, do not obtain borrow within the limits of the project site without prior written approval. Consider necessary clearing, grubbing, and satisfactory drainage of borrow pits and the disposal of debris thereon related operations to the borrow excavation.

3.4 OPENING AND DRAINAGE OF EXCAVATION AND BORROW PITS

Notify the Contracting Officer sufficiently in advance of the opening of any excavation or borrow pit or borrow areas to permit elevations and measurements of the undisturbed ground surface to be taken. Except as otherwise permitted, excavate borrow pits and other excavation areas providing adequate drainage. Transport overburden and other spoil material offsite or otherwise dispose of as directed. Provide

MCAF FIGHTER ALERT FACILITY, JBPHH, OAHU, HAWAII KNMD 043004

SECTION 31 00 00

(Am-0011)

Transport overburden and other spoil material offsite or otherwise dispose of as directed.

resulting from ponding or water flow.

3.8 GROUND SURFACE PREPARATION

3.8.1 General Requirements

Remove and replace unsatisfactory material with satisfactory materials, as directed by the Contracting Officer, in surfaces to receive fill or in excavated areas. Scarify the surface to a depth of 8 inches before the fill is started. Plow, step, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that the fill material will bond with the existing material. When subgrades are less than the specified density, break up the ground surface to a minimum depth of 8 inches, pulverizing, and compacting to the specified density. When the subgrade is part fill and part excavation or natural ground, scarify the excavated or natural ground portion to a depth of 12 inches and compact it as specified for the adjacent fill.

3.9 UTILIZATION OF EXCAVATED MATERIALS

Dispose unsatisfactory materials removed from excavations offsite.

Use satisfactory material removed from excavations, insofar as practicable, in the construction of fills, embankments, subgrades, shoulders, bedding (as backfill), and for similar purposes. Submit procedure and location for disposal of unused satisfactory material. Submit proposed source of borrow material. Do not waste any satisfactory excavated material without specific written authorization. Dispose of satisfactory material, authorized to be wasted, in designated areas approved for surplus material storage or designated waste areas as directed. Clear and grub newly designated waste areas on Government-controlled land before disposal of waste material thereon.

Stockpile and use coarse rock from excavations for constructing slopes or embankments adjacent to streams, or sides and bottoms of channels and for protecting against erosion. Do not dispose excavated material to obstruct the flow of any stream, endanger a partly finished structure, impair the efficiency or appearance of any structure, or be detrimental to the completed work in any way.

3.10 BURIED TAPE AND DETECTION WIRE

3.10.1 Buried Warning and Identification Tape

Provide buried utility lines with utility identification tape. Bury tape 12 inches below finished grade; under pavements and slabs, bury tape 6 inches below top of subgrade.

3.10.2 Buried Detection Wire

Bury detection wire directly above non-metallic piping at a distance not to exceed 12 inches above the top of pipe. Extend the wire continuously and unbroken, from manhole to manhole. Terminate the ends of the wire inside the manholes at each end of the pipe, with a minimum of 3 feet of wire, coiled, remaining accessible in each manhole. Furnish insulated wire over it's entire length. Install wires at manholes between the top of the corbel and the frame, and extend up through the chimney seal between the frame and the chimney seal. For force mains, terminate the wire in the valve pit at the pump station end of the pipe.

MCAF FIGHTER ALERT FACILITY, JBPHH, OAHU, HAWAII KNMD 043004

SECTION 31 00 00

(Am-0011) removed offsite.

Dispose unsatisfatory materials removed from excavations offsite.

offsite.

Dispose of satisfactory material, authorized to be wasted

3.10 BURIED TAPE AND DETECTION WIRE