AMENDEDSpecifications.DUTCHJOHN.5.25.2021.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

DUTCH JOHN OFFICE/ BUNKHOUSE REMODEL

1.1 SCOPE OF CONTRACT

A. This Project consists of remodeling an existing facility that is used as an office and bunkhouse. The facility is owned and operated by the United States Forest Service as a part of the Ashley National Forest on the Flaming Gorge Ranger District.

B. The facility is located at 115, 5th Avenue, Dutch John, UT.

C. Bid Items:

The construction work will be arranged in base bid items and multiple optional bid items.

Carefully review this section and the Schedule of Items while bidding on the work to be done.

A general description of the work follows:

Base Bid Items:

1. Base Bid Item 011900: Mobilization and Bonding. See specification 011900.

2. Base Bid Item 017320: Selective demolition and preparation. This bid item covers all selective demolition required to complete the base bid work includes, but is not limited to: removing siding, flashing, lead waste disposal, removing windows, soffits, salvaging gutters, waste disposal and surface preparation.

3. Base Bid Item 074646: This bid item covers all work needed to re-side the 2-story office/ bunkhouse building. Work includes, but is not limited to: Provide and install all fiber cement siding, trim, batten boards flashing, soffits, fascia, flexible flashing, weather barrier, sealant and painting to provide a complete siding project as shown in the drawings and noted in the specifications.

4. Base Bid Item 085413-1: Provide and install 46 each 3’-0” X 4’-0” fiberglass framed windows as shown in the drawings and noted in the specifications. Work includes, but is not limited to: Flexible flashing, single hung windows, glazing, sheet metal flashing, gypsum bord repair, solid surface sills, painting, and sealants.

Field verify dimensions/ openings.

5. Base Bid Item 085413-2: Provide and install 23 each 3’-0” X 2’-11” fiberglass framed windows as shown in the drawings and noted in the specifications. Work includes, but is not limited to: Flexible flashing, single hung windows, glazing, sheet metal flashing, gypsum bord repair, solid surface sills, painting, and sealants.

Field verify dimensions/ openings.

6. Base Bid Item 085413-3: Provide and install 2 each 3’-0” X 2’-11” fiberglass framed windows with obscure glazing as shown in the drawings and noted in the specifications. Work includes, but is not limited to: Flexible flashing, single hung windows, obscure glazing, sheet metal flashing, gypsum bord repair, solid surface sills, painting, and sealants. Field verify dimensions/ openings.

7. Base Bid Item 085413-4: Provide and install 4 each 4’-0” X 1’-10 1/2” fiberglass framed windows with obscure glazing as shown in the drawings and noted in the specifications. Work includes, but is not limited to: Flexible flashing, glider

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windows, obscure glazing, sheet metal flashing, gypsum bord repair, solid surface sills, painting, and sealants. Field verify dimensions/ openings.

8. Bid Item 099000: Paint exteriors: Provide all necessary labor, materials and equipment to paint the exterior siding, trim, soffit and battens as shown in the drawings and noted in the specifications.

9. Base Bid Item 260000: ELECTRICAL

a. Existing electrical system shall remain operational. Disabling a circuit to allow for safe working conditions is allowed with written notification to Contracting Officer including an estimated time for the circuit to remain offline that is acceptable to both parties.

b. The building exterior has several electrical circuits mounted directly on the existing siding being removed and replaced in this contract. Contractor to verify on site, the numbers, lengths, and how to deal with each. These are as follows:

1) The electrical service area, mainly vertical runs. Two service masts, 5 enclosures, 3 horizontal short stubs, 8 vertical rigid runs including two of which that have horizontal components and 3 device boxes used for building penetrations, and 1 long horizontal run which goes around the far south end of the building with 4 short drops and with 9 device boxes possibly used for building penetrations.

2) Outdoor condensers: Three with rigid circuit to disconnect and assumed flex to the condensers. Horizontal portions are mounted below siding. There is also one other vertical run (electrical?) in this location.

3) The front of the building has one long horizontal run, which may be a continuation of the long run from around the south side, includes at least 5 device boxes for building penetrations and one vertical drop.

There is one additional short vertical drop north of the entrance.

4) Additional surface mounted runs may be discovered on site.

5) Exterior lighting circuits are concealed with one luminaire surface mounted and the rest flush mounted.

c. Applying siding in these locations shall be as follows:

1) Service masts and all enclosures shall have siding finished up to the equipment. Seal weatherproof the top and the sides of the equipment with silicone caulk to match the new siding, flash the bottoms to direct water away from coursing under siding below.

2) Device boxes and enclosures without building penetrations may treated as per above or removed and remounted on top of new siding.

3) When the device box has a building penetration and is removed and remounted as above, the building penetration shall sealed all the way around with silicone caulk.

d. Horizontal and vertical circuit runs shall be removed and remounted on top of new siding.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

1) Any disconnection and reconnection of circuitry, including repair of construction damaged circuits shall be by a State of Utah licensed electrician and NEC 2020 requirements.

10. Optional Bid Items:

a. Recarpet 2nd floor: This bid item covers all work needed to recarpet the upper floors shown in the drawings. Work includes but is not limited to: relocate furniture, remove and dispose of carpet and base, replace carpet install base, and move furniture back into the areas shown on A101.

1.2 PROJECT LOCATION AND AUTHORITY

A. The Building is located at 115 5th Avenue in Dutch John as noted above.

B. The Authority having Jurisdiction on the property is USDA Forest Service, a Federal Agency.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. The contractor shall have full use of the building premises for construction operations, including the use of the north portion of the project site during the construction period. The Contractor’s use of the premises is limited only by the Government’s right to perform work or to retain other contractor’s on portions of the Project.

2. The Contractor will be responsible for signing and limiting public access to their work area. Access shall be maintained to the other facilities, as needed. At least one access road shall be maintained at all times.

3. The Contractor shall not disrupt existing utility service (water, power, telecom, sewer, etc.) to and within the compound without coordination and approval in writing from the Contracting Officer’s Representative. Provide 48 hours’ notice prior to disrupting utilities to the other occupied areas of the site.

4. Water is available at the site for construction purposes. The contractor is responsible for any temporary connection hardware.

5. Electricity is available at the site for construction purposes. The Contractor will be responsible for coordinating the installation of temporary power for the site and the cost for the service.

6. Telephone service is not available and shall be the contractor’s responsibility.

7. Sewer lines are available to the contractor, if desired.

8. The Contractor shall provide temporary toilet facilities (porta-potties) at the site during all construction work. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site with a minimum of one required.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

9. The contractor shall inform and enforce an “Anti-Idling” policy for vehicles on the site that requires vehicles will not idle for more than 2 minutes on the site. The contractor shall inform subcontractors and deliveries of this policy.

10. Work hours allowed shall be Monday-Friday 7AM-7PM. The contractor may work weekends if needed, 8AM-7PM.

1.4 GENERAL SITE CONDITIONS AND WEATHER

1. The elevation of the site is approximately 4800 feet above sea level. The construction site experiences cold temperatures with snow on the ground from November to February. Summer temperatures are warm but usually do not exceed 100 degrees.

1.5 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the CO and Local Transportation Authority.

Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

B. Signing and barricades shall be adequate to protect Forest Service employees and public.

The contractor shall take special care to adequately sign and protect areas of work and construction from persons using these areas.

1.6 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers on site.

Overnight camping on site will not be allowed.

B. Confine storage of materials and equipment as approved by the Contracting Officer. The Contractor is responsible for the security of all personal equipment and materials.

C. Contractor shall maintain access to the facilities for Forest Service contracting personnel.

D. No fuel storage is permitted on the site. Fuel trucks must be equipped with spill containment kits and portable berms that meet State and Federal regulations

1.7 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.8 ANTICIPATED START DATE

A. August 2021

1.9 CONTRACT TIME

A. 120 Calendar Days

1.10 INSPECTION OF WORKSITE

A. The contractor will acknowledge that they have taken the necessary steps to ascertain the nature and location of the work and have investigated and satisfied themselves as to the general and local conditions that can affect the work and it’s cost. Any failure of the contractor to take actions described in this paragraph will not relieve the Contractor from responsibility of properly estimating the difficulty and cost of successful performance of the work or for proceeding without additional expense to the Government.

1.11 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 017320 - Selective Demolition Section 024100 - Waste Material Disposal Section 024134 - Lead Waste Practices And Disposal Section 074646 - Fiber-Cement Siding And Soffit Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants Section 085413 - Fiberglass Windows Section 092900 - Gypsum Board Section 096513 - Resilient Base And Accessories Section 096816 - Sheet Carpeting Section 099113 - Exterior Painting Section 099123 - Interior Painting

B.

END OF SECTION C

MAY 2021

MOBILIZATION 011900-1

USDA FOREST SERVICE, R4

DUTCH JOHN OFFICE/ BUNKHOUSE REMODEL

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

1.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

USDA FOREST SERVICE, R-4

SALT LAKE RANGER DISTRICT OFFICE REMODEL

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 -

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

SUBMITTAL PROCEDURES 013300-2

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Type of copy: Submit PDF copy of each submittal, unless otherwise indicated. CO will return marked copy. Mark up and retain returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

SUBMITTAL PROCEDURES 013300-3

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Type of Copy: Submit a PDF copy of each submittal, unless otherwise indicated.

CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

SUBMITTAL PROCEDURES 013300-4

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.

Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required

SUBMITTAL PROCEDURES 013300-5

submittals for the project - the table is to assist the Contractor and may not be all inclusive

– additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section Section Title Subsect ion Required Submittal

C General Specifications 1.4A Traffic Control Plan 017320 Selective Demolition 1.3A Schedule 017320 Selective Demolition 1.3B Manifests 024117 Hazardous Waste Disposal 1.2A Uniform Hazardous Waste

Manifest 024134 Lead Waste Disposal 1.4A Certificate 024134 Lead Waste Disposal 1.4B Disposal Site 024134 Lead Waste Disposal 1.4B Health and Safety Plan 074646 Fiber Cement Siding and Soffit 1.2A Product Data 074646 Fiber Cement Siding and Soffit 1.2B Samples 074646 Fiber Cement Siding and Soffit 1.3A Certificates 074646 Fiber Cement Siding and Soffit 1.3B/C Reports 074646 Fiber Cement Siding and Soffit 1.3D Sample Warranty 074646 Fiber Cement Siding and Soffit 1.4A Maintenance Data 076200 Sheet Metal Flashing and Trim 1.3A Product Data 076200 Sheet Metal Flashing and Trim 1.3B Shop Drawings 076200 Sheet Metal Flashing and Trim 1.3C Samples 079200 Joint Sealants 1.2A Product Data 085413 Fiberglass Windows 1.3A Product Data 085413 Fiberglass Windows 1.3B Shop Drawings 085413 Fiberglass Windows 1.4A Reports 085413 Fiberglass Windows 1.4B Warranty 085413 Fiberglass Windows 1.4C Maintenance Data 096530 Resilient Wall Base and Accessories 1.2A Product Data 096530 Resilient Wall Base and Accessories 1.2C Samples 096816 Sheet Carpeting 1.3A Product Data 096816 Sheet Carpeting 1.3C Samples 096816 Sheet Carpeting 1.4A Sample Warranty 096816 Sheet Carpeting 1.5A Maintenance Data 099113 Exterior Painting 1.3A Product Data 099113 Exterior Painting 1.3B Color Samples 099113 Exterior Painting 1.3C Mockup 099120 Interior Painting 1.3A Product Data 099120 Interior Painting 1.3B Sustainable Submittals 099120 Interior Painting 1.3C Color Samples 099120 Interior Painting 1.4A Mockup

SUBMITTAL PROCEDURES 013300-6

END OF SECTION 013300

JANUARY 2015

SELECTIVE DEMOLITION 017320-1

DUTCH JOHN OFFICE/ BUNKHOUSE REMODEL

SECTION 017320 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes demolition and removal of the following:

1. Selected portions of a building.

2. Repair procedures for selective demolition operations.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Government.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Contractor's property and shall be removed from Project site.

1.4 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.

B. Waste Manifests for materials deemed hazardous by the State of Utah including gany lead based paint.

1.5 QUALITY ASSURANCE

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

B. Standards: Comply with ANSI A10.6 and NFPA 241.

SELECTIVE DEMOLITION 017320-2

C. Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.

1.6 PROJECT CONDITIONS

A. Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.

B. Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.

1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

C. Government assumes no responsibility for condition of areas to be selectively demolished.

1. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

D. Hazardous Materials, Location to be disposed.

1. Potential lead based paint

E. Hazardous Materials: Additional Hazardous materials were not found to be present in building to be selectively demolished.

1. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

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

1.7 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PART 2 - PRODUCTS

2.1 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

2. Use materials whose installed performance equal or surpasses that of existing materials.

3. Salvage hand dryers as noted in the plans and store for reinstallation.

PART 3 - EXECUTION

SELECTIVE DEMOLITION 017320-3

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.

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

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.

3.2 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct roads, without permission from CO. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction.

3. Protect existing site improvements, appurtenances, and landscaping to remain.

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Enclosures: Provide temporary enclosures for protection of existing building and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

3.3 POLLUTION CONTROLS

A. Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

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

1. Other authorized landfill equipped to properly dispose of hazardous waste.

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

3.4 SELECTIVE DEMOLITION

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

SELECTIVE DEMOLITION 017320-4

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Use cardboard or a drum to store fluorescent lighting to prevent breakage. Label the container clearly as ““Universal Waste Mercury-Containing Lamp(s)”

6. Demo condensing units and drinking fountain in a manner that will not release refrigerant.

7. Dispose of universal hazardous waste as required by EPA and State laws. A disposal site is listed above.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.5 PATCHING AND REPAIRS

A. General: Promptly repair damage to adjacent construction caused by selective demolition operations.

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

1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations.

C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

D. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even

SELECTIVE DEMOLITION 017320-5

surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

E. Ceilings: Patch and repair existing ceilings as necessary to provide an even-plane surface of uniform appearance.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

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

B. Dispose of universal hazardous waste as required above.

C. Burning: Do not burn demolished materials.

D. Disposal: Transport demolished materials off Government property and legally dispose of them.

END OF SECTION 017320

WASTE MATERIAL DISPOSAL 024100-1

DUTCH JOHN OFFICE/ BUNKHOUSE REMODEL

SECTION 024100 - WASTE MATERIAL DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the loading, handling, hauling, and placing of excess excavation material, unsuitable excavation material, and clearing and grubbing debris.

B. Refer to Section 017419, construction Waste Management for procedures to handle clean construction debris. Hazardous materials shall be handled per 024117.

1.2 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.

PART 2 - PRODUCTS – NOT APPLICABLE

PART 3 - EXECUTION

3.1 WASTE MATERIAL TO BE HAULED TO A LANDFILL

A. All stumps, slash and other clearing and grubbing debris shall be hauled to a landfill.

B. The contractor is responsible for all costs and permits associated with landfill disposal.

C. The Government is not responsible for waste material upon its departure from the project site.

END OF SECTION 024100

LEAD WASTE PRACTICES AND DISPOSAL 024134-1

DUTCH JOHN OFFICE/ BUNKHOUSE REMODEL

SECTION 024134 - LEAD WASTE PRACTICES AND DISPOSAL

PART 1 - GENERAL

1.1 SCOPE:

A. This is a notification that the work under this contract may bring the Contractor into contact with lead-based paint covered materials that will require worker protection.

B. Though the project is not subject to EPA’s Renovation, Repair and Painting Rule (40 CFR 745), specific sections of the Rule shall be followed.

1. Contractor shall comply with the following Work Practice Standards (Section 745.85) subsections: exterior renovation requirements (a)(2)(ii); prohibited and restricted practices (a)(3); waste from renovations (a)(4); cleaning the work area (a)(5)(i); and post-renovation cleaning for exterior work (b)(2).

2. Contractor shall comply with the Certified Renovator and on-the-job worker training requirements detailed in section 745.90. The training records for on-the-job training of uncertified works (Section 745.86(7)) are not required.

C. Work under this section includes:

1. Engineering controls which are necessary for surface preparation as part of demolition/removal of materials coated with lead-based paint; and

2. Disposal of hazardous and nonhazardous waste generated during the removal of lead-based paint coated materials.

D. The Contractor shall ensure facility to be demolished is wetted down as often as necessary to reduce dust generation from demolition activities.

E. The Contractor shall not place paint debris on unprotected ground and paint debris shall be shielded adequately during storage and transport to prevent dispersion by wind or rainwater.

F. The Contractor shall remove and dispose of in a legal manner all hazardous and nonhazardous waste generated. Waste (both hazardous and nonhazardous) shall be properly labeled, stored and secured while on site. Waste shall be removed from the project site for proper disposal within one week of project completion. At no time will waste be allowed to accumulate on-site for a period of more than 30 days.

G. The Contractor shall contact the regional EPA, State, and local authorities to determine current lead-based paint debris disposal requirements. The requirements of the Resource Conservation and Recovery Act (RCRA) shall be complied with as well as applicable State and local solid waste regulations. During the work, the Contractor shall not leave debris in the yard or nearby property, incinerate debris, dump waste by a road or in an unauthorized dumpster, or introduce lead-contaminated water into storm drains or

LEAD WASTE PRACTICES AND DISPOSAL 024134-2

sanitary sewers. During transport of lead-based paint debris, all loads will be covered to inhibit dispersal of material.

1.2 TESTING

A. Due to the age of the facility, interior and exterior surface coatings are assumed to be lead-based paint. Testing on lead-based paint coated waste materials by use of the Toxicity Characteristic Leaching Procedure (TCLP) will be at the discretion of the Contractor. If the Contractor chooses to complete such testing, the testing will be completed by the Contractor and results supplied to the U.S. Forest Service.

1.3 WORKER PROTECTION

A. OSHA requirements for worker protection shall be followed in accordance with 29 CFR 1926.62, Lead Exposure in Construction.

1.4 SUBMITTALS

A. A copy of the Contractor or Sub-Contractor’s documentation for the project’s Certified Renovator(s), as defined by EPA’s Renovation, Repair and Painting Rule, shall be submitted to the U.S. Forest Service.

B. The Contractor shall inform the U.S. Forest Service of the location of the approved waste disposal site and provide a certification after disposal.

C. Health and Safety Plan

1. The Contractor shall provide a Health and Safety Plan for review and acceptance by the Contracting Officer. No work will commence until acceptance of the plan by the Contracting Officer.

2. The Health and Safety Plan will address, but not be limited to, the health-related standards and protective measures proposed to be utilized by the Contractor during work involving exposure to airborne lead contaminants.

3. The Health and Safety Plan will also identify the engineering and work practice controls proposed to be implemented by the Contractor. Such controls will be identified to assure the Government that there will be no release to the environment of lead contamination for which liability may be imposed on the Government.

1.5 CONTRACTOR’S SUBMITAL RESPONSIBILITIES

A. Review product data and samples prior to submission to the COR.

B. Submitted material must bear a statement of Contractor's review.

1. Example: This submission has been reviewed and submitted in accordance with the General Conditions.

Signed Date (Contractor's name, address, etc.)

C. Coordinate each submittal with requirements of work and of Contract Documents.

LEAD WASTE PRACTICES AND DISPOSAL 024134-3

D. Contractor's responsibility for errors and omissions in submittals is not relieved by the U.S. Forest Service review of submittals.

E. Contractor's responsibility for deviations in submittals from requirements of contract documents is not relieved by the U.S. Forest Service review of submittals, unless the U.S.

Forest Service gives written acceptance of specific deviations.

F. Notify the U.S. Forest Service in writing at the time of submission of deviations in submittals from requirements of the contract documents.

G. Begin no work which requires submittal for approval until the U.S. Forest Service has "approved" or "approved as noted" the submittal.

1.6 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this Section. This work will be included in a line items described in Section 000050, Project Description.

PART 2 - PRODUCTS – SEE PART 3.

PART 3 - EXECUTION

3.1 SITE PREPARATION

A. The Contractor shall prepare the site in accordance with the Health and Safety Plan accepted by the Contracting Officer.

B. The Contractor is responsible for establishing and maintaining control measures sufficient to preclude any adverse effects to workers, Forest Service personnel and dependents, the public, and the environment.

C. The Contractor shall ensure structure to be demolished is wetted down as often as necessary to reduce dust generation from demolition activities.

3.2 DAILY CLEANUP

A. Daily cleanup shall be in accordance with the Health and Safety Plan accepted by the Contracting Officer. Any environmental cleanup caused by Contractor's failure to comply with the provisions of law, of this contract, or the accepted Health and Safety Plan shall be at Contractor's sole expense.

B. Do not allow any paint debris to enter industrial waste, storm drain or sanitary sewer lines.

3.3 HANDLING AND DISPOSAL OF NON-HAZARDOUS WASTE

A. The Contractor shall comply with all Federal, State and local regulations concerning proper disposal of non-hazardous, solid waste.

LEAD WASTE PRACTICES AND DISPOSAL 024134-4

B. If used, the Contractor will place all disposable cleaning materials, such as sponges, mop heads, filters, disposable clothing, and brooms in double (4-mil) or single (6-mil) plastic bags and seal.

C. If plastic sheeting is used, the Contractor shall, prior to removal, lightly mist the sheeting in order to keep dust down and fold inward to from tight small bundles to bag for disposal.

The Contractor shall place all plastic sheeting in double (4-mil) or single (6-mil) thick plastic bags and seal.

D. If used, the Contractor shall place all contaminated clothing or clothing covers used during lead-based paint disturbing activities and during cleanup operations in plastic bags for disposal prior to leaving equipment room.

E. If used, the Contractor shall place solvent residues and residues from strippers in drums made out of materials that cannot be dissolved or corroded by chemicals. Solvents will be tested by the contractor to determine if they are hazardous.

F. Solvents, caustic and acid wastes must be segregated and not stored in the same containers.

G. The Contractor shall contain and properly dispose of all liquid waste, including lead-dust contaminated wash water.

H. The Contractor shall ensure that all waste is transported in covered vehicles to an appropriately permitted landfill which accepts waste containing lead.

I. If the Contractor subcontracts the removing of the lead-based paint waste, he shall insure that the company removing the waste material adequately covers all loads so as to assure that no dust or debris is released.

3.4 HANDLING AND DISPOSAL OF HAZARDOUS WASTE (as determined by testing)

A. The Contractor will be required to comply with the hazardous waste disposal regulations of RCRA Subtitle C, Managing Hazardous Waste.

B. Contractor shall contact receiving waste facility prior to transport of any waste materials to verify that the facility accepts LBP-covered wastes and to determine facility’s requirements for acceptance of said waste.

C. If more than 220 pounds of hazardous waste will be generated from project activities during any calendar month, the Contractor shall apply for an EPA identification number from the appropriate Regional EPA office. If an EPA identification number application is required, it will be submitted on behalf of the US Forest Service; the US Forest Service will be listed as the generator and the generator’s address will be the project site address.

The U.S. Forest Service will assist the Contractor in contacting the appropriate EPA office to secure the identification.

D. Waste Containers: The Contractor will comply with EPA and DOT regulations for containers. The Contractor shall contact the state and local authorities to determine their criteria for containers. The more stringent regulation shall apply.

LEAD WASTE PRACTICES AND DISPOSAL 024134-5

E. Waste Transportation: If the Contractor is not a certified hazardous waste transporter, a contract shall be entered into with a certified transporter to move the waste. The Contractor shall require the certified hazardous waste transport to follow RCRA regulation.

3.5 FINAL SITE CLEANUP

A. Clean project area until no visible paint dust, debris, residue or chips remains.

B. Remove all dust and debris without dispersal and seal in heavy plastic bags.

C. Remove protective plastic sheeting and mist before folding it dirty side inward.

3.6 INSPECTION

A. Contractor shall notify Contracting Officer of readiness for final inspection.

B. Contractor’s Certified Renovator, accompanied by the Contracting officer, shall perform a visual inspection of the entire project area to determine if any visible dust and debris are present in or beyond the boundaries of the project area.

C. Any visible debris will result in the Contractor recleaning the area at no additional cost to the Government.

END OF SECTION

MAY 2020

FIBER-CEMENT SIDING AND SOFFIT 074646-1

DUTCH JOHN OFFICE/ BUNKHOUSE REMODEL

SECTION 074646 - FIBER-CEMENT SIDING AND SOFFIT

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes fiber-cement siding and trim.

B. Fiber Cement Soffit

C. Building Wrap.

D. Building Paper.

E. Flexible flashing at openings in sheathing.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples

1.3 INFORMATIONAL SUBMITTALS

A. Product certificates.

B. Product test reports.

C. Research/evaluation reports.

D. Sample warranty.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance data.

1.5 QUALITY ASSURANCE

A. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and to set quality standards for fabrication and installation.

1. Build a 5’ wide mockup of typical wall area as selected by the COR.

2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.6 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace products that fail in materials or workmanship within specified warranty period.

FIBER-CEMENT SIDING AND SOFFIT 074646-2

1. Warranty Period: 15 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 FIBER-CEMENT SIDING

A. General: ASTM C1186, Type A, Grade II, fiber-cement board, noncombustible when tested according to ASTM E136; with a flame-spread index of 25 or less when tested according to ASTM E84.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. CertainTeed Corporation.

b. GAF.

c. James Hardie Building Products, Inc.

B. Labeling: Provide fiber-cement siding that is tested and labeled according to ASTM C1186 by a qualified testing agency acceptable to authorities having jurisdiction.

C. Basis of Design Product: Hardie panel, Select Cedarmill panels or equal.

D. Nominal Thickness: Not less than 0.312 Inches.

E. Texture: Wood grain.

F. Factory Priming: Manufacturer's standard acrylic primer.

2.2 FIBER CEMENT TRIM

A. Hardie Trim as manufactured by James Hardie Building Products, Inc. 4/4 Rustic or equal.

B. Thickness: 1” thick X 5 ½” wide.

2.3 FIBER CEMENT BATTEN BOARDS

A. Hardie Trim as manufactured by James Hardie Building Products, Inc.

B. Thickness: 3/4” thick X 2 ½” width.

2.4 FIBER-CEMENT SOFFIT

A. General: ASTM C1186, Type A, Grade II, fiber-cement board, noncombustible when tested according to ASTM E136; with a flame-spread index of 25 or less when tested according to ASTM E84.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

http://www.specagent.com/Lookup?ulid=9170 http://www.specagent.com/Lookup?uid=123456981246 http://www.specagent.com/Lookup?uid=123456981247 http://www.specagent.com/Lookup?uid=123456981248 http://www.specagent.com/Lookup?ulid=9171

FIBER-CEMENT SIDING AND SOFFIT 074646-3

a. CertainTeed Corporation.

b. James Hardie Building Products, Inc.

c. Nichiha Fiber Cement.

B. Nominal Thickness: Not less than 1/4 inch.

C. Type: Textured “Cedarmill” unvented..

D. Factory Priming: Manufacturer's standard acrylic primer.

2.5 ACCESSORIES

A. Siding Accessories, General: Provide starter strips, edge trim, outside and inside corner caps, and other items as recommended by siding manufacturer for building configuration.

B. Flashing: Provide flashing complying with Section 076200 "Sheet Metal Flashing…