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100% SPECIFICATION
SWAN VALLEY RESTORATION
July 23, 2009
TABLE OF CONTENTS:
Section 000500 - Project Description Section 010250 - Measurement And Payment Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 013591 - Historic Treatment Procedures
Section 017320- Selective Demolition Section 022450 - Grading Section 024130 - Lead Abatement Section 024134 - Lead Waste Disposal Section 033000 - Cast-In-Place Concrete Section 062013 – Exterior Carpentry Section 073110 - Preparation Of Roof And Wood Shingle Installation Section 073111 - Preparation And Application Of Transparent Finishes For Shingles Section 074600 - Wood Siding Section 079200 - Joint Sealants Section 085920 - Historic Treatment Of Wood Windows, Doors, And Trim Section 088000 - Glazing Section 092900 - Gypsum Board Section 099111 - Painting Section 323150 - Post And Pole Fence
Section C - Description/Specifications/Statement of Work
GENERAL SPECIFICATIONS
SWAN VALLEY RESTORATION
1.1 SCOPE OF CONTRACT
A. This project includes all work required to restore the Swan Valley Historic Buildings at the Forest Service Site in Swan Valley, Idaho.
B. The work includes, but is not limited to: Lead abatement and disposal for all painted wood surfaces, construction and installation of an historic replica of a wooden flagpole, installation of post and rail wood fencing, concrete ramp construction, railing and guard construction, porch reconstruction, repair and consolidation of wood doors and windows, construction of historic replicas of historic wood doors, screens and windows, replacement of window glazing, siding repair and replacement, repainting of all wood surfaces, door hardware, framing, gypsum, demolition and replacement of the existing wood shingle roof and installation of new roof sheathing, underlayment materials, sheet metal trim, and installation of stained wood shingles, carpentry, replacement of sliding exterior doors and hardware, soil contamination cleanup, and re-grading of the site.
1. Facility #1329: Sawn Valley Barn
2. Facility # 1339: Swan Valley Fire Cache
3. Facility #1106: Swan Valley Bunkhouse
4. Facility #1203: Swan Valley Office
5. Facility #1330: Swan Valley Oil House
C. The optional work includes, but is not limited to: Lead abatement and disposal for all painted wood surfaces, repair and consolidation of wood doors and windows, construction of historic replicas of historic wood doors, screens and windows, replacement of window glazing, siding repair and replacement, repainting of all wood surfaces, door hardware, framing, gypsum, demolition and replacement of the existing wood shingle roof and installation of new roof sheathing, underlayment materials, sheet metal trim, and installation of stained wood shingles, carpentry, replacement of large exterior doors and hardware, soil contamination cleanup, and re-grading of the site. Optional Bid Items include all of the above work for the following facilities:
1. Facility #1327: Swan Valley Garage
2. Facility #1328: Swan Valley Storage
D. Lump Sum Quantities associated with these options are identified in the Schedule of Items.
1.2 PROJECT LOCATION
A. The project is located in the Palisades Ranger District of the Caribou-Targhee National Forest, Bonneville County, ID. The project may be accessed from State Highway 26. The structure is located at approximately 241 Ranger Station Road, Swan Valley, Idaho, 83449. Swan Valley is located in South-East Idaho, approximately 50 miles east of Idaho Falls, Idaho by car.
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:
Pick and edit the following items to fit the project.
1. Utilities are available at the site for construction purposes.
2. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work.
1.4 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 Idaho Department of Transportation. 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.
1.5 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 trailers on site.
1.6 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 performing the work, or for proceeding to successfully perform the work without additional expenses to the government.
1.7 START DATE
A. 1 Aug, 2009
1.8 CONTRACT TIME
A. Base Bid: 180 Calendar Days
1.9 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.
END OF SECTION C
MARCH 2009
USDA FOREST SERVICE, R-4
SWAN VALLEY RESTORATION
SECTION 000500 - PROJECT DESCRIPTION
PART 1 - GENERAL
1.1 The contractor shall provide all labor, materials, and equipment necessary to complete all the BID ITEMS as described in the contract documents. The contractor shall provide basic lump sum or quantity prices for each item described in the schedule of items below. The contractor shall measure the components and quantities on the site for any lump sum bid items.
1.2 The purpose of this contract is to restore historic structures located at the Swan Valley Work Center, owned by the Forest Service.
A. The structures are located at approximately 241 Ranger Station Road, Swan Valley, Idaho, 83449. Swan Valley is located in South-East Idaho, approximately 50 miles east of Idaho Falls, Idaho by car.
1.3 Lump Sum Bid Item: This bid item is a Lump Sum amount to provide all work noted in the drawings and specifications for the following facilities:
A. Facility #1329: Sawn Valley Barn
B. Facility # 1339: Swan Valley Fire Cache
C. Facility #1106: Swan Valley Bunkhouse
D. Facility #1203: Swan Valley Office- including flagpole.
E. Facility #1330: Swan Valley Oil House
1.4 Lump Sum Optional Bid Item: This bid item is a Lump Sum amount to provide all work noted in the drawings and specifications for the following facility:
A.
Facility #1327: Swan Valley Garage.
1.5 Lump Sum Optional Bid Item: This bid item is a Lump Sum amount to provide all work noted in the drawings and specifications for the following facility:
A. Facility #1328: Swan Valley Storage- including fencing
1.6 Description of work for all bid items described above.
A. Provide all labor and materials associated with performing lead abatement work on all exterior wood surfaces (including siding, rafter tails, fascia, soffit, skirting, windows and doors, moldings and trim). The Contractor will be responsible for measuring actual quantities for abatement and repainting. The Contractor shall legally dispose of lead waste as required by the specifications. The contractor shall consult a Historic Preservation Specialist to determine the extent of siding, trim, and other wood components to be repaired or replaced and shall conduct oversight for the work. The amount of wood to be replaced and repaired will be determined in collaboration with the Historic Preservation Consultant, the Contractor, the CO and the COR. Follow direction in the plans to estimate the amount of siding to replace for estimating purposes. After abatement and repair, the existing siding, rafters, and trim shall be caulked and repainted.
B. Provide all labor and materials associated with performing exterior and interior lead abatement work on all historic windows and doors for the Swan Valley Buildings. The sizes and configuration of the windows and doors are shown in the drawings, however the Contractor will be responsible for measuring actual quantities for abatement and repainting. The Contractor shall legally dispose of lead waste as required by the specifications. All glazing and glazing compound will be removed and replaced as directed in the Specification Sections 085920 and Section 088000. Unbroken panes of glass may be reused. The contractor shall consult a Historic Preservation Specialist to determine the extent of window components to be repaired or replaced and shall conduct oversight for the work. The amount of wood to be replaced and repaired will be determined in collaboration with the Historic Preservation Consultant, the Contractor, the CO and the COR. After abatement and repair, the existing components shall be caulked and repainted and interiors and exteriors.
C. Provide all labor and materials associated with providing and installing new windows, storm windows, screens, doors and screen doors in the historic Swan Valley Buildings as shown in the drawings and noted in the specifications. Provide additional framing, siding, gypsum board, flashing, hardware, and painting to provide a complete installation.
D. Provide all labor and materials associated with providing and installing new wood flagpole and post and pole fencing as noted in the drawings and specifications.
E. Provide all labor and materials associated with providing and installing a new concrete stair, a concrete ramp, wood handrails, guards, and steel connectors. Demolish the existing concrete porch and reconstruct wood framed porch with stairs, and redwood decking. Replace foundation vents. Replace concrete apron/ approach to facilities.
F. Provide all labor and materials associated with performing exterior lead abatement work through removal of the existing wood shingle roofs for the Swan Valley Buildings. The size and configuration of the roofs are shown in the drawings, however the Contractor will be responsible for measuring actual quantities for removal and replacement of the roofing. The Contractor shall legally dispose of lead containing waste as required by the specifications. The contractor shall remove historic roofing trim, abate the lead based paint covering them, repaint and reinstall the items. Provide and install new wood roof sheathing, ice and water shield, roofing underlayment material, breathable mesh underlayment, new stained wood shingles, and sheet metal trim. Remove soffit material obscuring exposed rafter tails in the Fire Cache facility and restore wood components. Abate lead paint and repaint surfaces.
G. Provide all labor and materials associated with testing and removing contaminated soils surrounding the facilities to a distance of 10 feet beyond the perimeter of the foundation to a depth of 12”. The contractor shall provide clean fill to replace the contaminated soil. The contractor shall re-grade the perimeter of the site to drain away from both buildings a minimum of 4 percent slope for a minimum distance of 20 feet. Swales shall drain away from the building at least 2 percent slope.
1.7 Measurement and Payment - Measurement of areas and components shall be as measured on the site by the contractor with costs for actual quantities needed. Items shall be as described in the Schedule of Items and the written descriptions above.
PART 2 - PRODUCTS - Not Applicable
PART 3 - EXECUTION
3.1 Utilities Available - Water, sewer, and electricity will be available for contractor's use.
3.2 Building Environment - Contractor shall maintain a clean, dust free environment throughout the progress of work. Daily dust control is required.
3.3 Work Not Included - N/A.
3.4 All Other Products and Execution - Shall be in accordance with all drawings and the specifications listed in the schedule of specifications.
Article I. END OF SECTION 000500
MARCH 2009
Important Information (this text is hidden):
USDA FOREST SERVICE, R-4
SWAN VALLEY RESTORATION
SECTION 010250 - MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.
B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.
1.2 DETERMINATION OF QUANTITIES
A. The following measurements and calculations shall be used to determine contract quantities for payment.
1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. .
2. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.
3. For items that are measured by the linear foot, measurements shall be made parallel to the base or foundation upon which the structures are placed.
4. For standard manufactured items identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.
1.3 UNITS OF MEASUREMENT
A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:
1. Each (EA): One complete unit, which may consist of one or more parts.
2. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.
3. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.
4. Lump Sum (LS): One complete unit.
5. Square Foot (SF): Measured on a plane parallel to the surface being measured.
1.4 METHOD OF MEASUREMENT
A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:
1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.
2. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.
PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION (NOT APPLICABLE)
END OF SECTION 01025
MARCH 2009
USDA FOREST SERVICE, R-4
SWAN VALLEY RESTORATION
SECTION 011900 - MOBILIZATION
PART 4 - GENERAL
4.1 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.
B. The measurement shall be lump sum for mobilization.
C. Payment:
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 5 - PRODUCTS (NOT USED)
PART 6 - EXECUTION (NOT USED)
END OF SECTION 011900
July 2005
USDA FOREST SERVICE, R-4
SWAN VALLEY RESTORATION
SECTION 013300 - SUBMITTAL PROCEDURES
PART 7 - GENERAL
7.1 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.
7.2 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.
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.
7.3 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 8 - PRODUCTS
8.1 ACTION SUBMITTALS – (Submittals requiring CO approval)
A. General: Prepare and submit Action Submittals required by individual Specification Sections.
1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one 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.
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.
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.
8.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)
A. General: Prepare and submit Informational Submittals required by other Specification Sections.
1. Number of Copies: Submit three copies 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.
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.
PART 9 - EXECUTION
9.1 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.
9.2 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 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 |
| Subsection |
| Required Submittal |
| When Required |
| 013591 |
| 1.3.A |
| Historic Treatment Program |
| After NTP |
| 013591 |
| 1.3.B |
| Alternative Methods and Materials |
| After NTP |
| 013591 |
| 1.3.C |
| Historic Treatment Specialist Qualifications |
| After NTP |
| 017320 |
| 1.4A |
| Landfill Records |
| After NTP |
| 024130 |
| 1.4 |
| Records |
| After NTP |
| 024130 |
| 1.5.A |
| Certificates of Training |
| After NTP |
| 024130 |
| 1.5B |
| Samples and Product Data |
| After NTP |
| 024130 |
| 1.5.C |
| Work Plan |
| After NTP |
| 024134 |
| 1.4.A |
| Lead Paint Certifications |
| After NTP |
| 024134 |
| 1.4.B |
| Location of disposal Site and Certification |
| After work is complete |
| 033000 |
| 1.3.A |
| Product Data |
| After NTP |
| 033000 |
| 1.3.B |
| Design Mixtures |
| After NTP |
| 033000 |
| 1.3C |
| Qualification Data |
| After NTP |
| 033000 |
| 1.3.D |
| Materials Test Report |
| After NTP |
| 033000 |
| 1.3.E |
| Material Certificates |
| After NTP |
| 033000 |
| 1.3.F |
| Field Quality Control reports |
| After testing |
| 062013 |
| 1.4A |
| Product Data |
| After NTP |
| 062500 |
| 1.2 |
| Product Data |
| After NTP |
| 073110 |
| 1.3.A |
| Product Data and Samples |
| After NTP |
| 073111 |
| 1.2.A |
| Product Data |
| After NTP |
| 073111 |
| 1.2.B |
| Color Samples |
| After NTP |
| 074600 |
| 1.2A |
| Product Data |
| After NTP |
| 074600 |
| 1.2B |
| Color Samples |
| After NTP |
| 079200 |
| 1.1A |
| Product Data |
| After NTP |
| 081433 |
| 1.2A |
| Product Data |
| After NTP |
| 085920 |
| 1.3.A |
| Product Data |
| After NTP |
| 085920 |
| 1.3.B |
| Qualification Data |
| After NTP |
| 085920 |
| 1.3.C |
| Historic Treatment Program |
| After NTP |
| 087110 |
| 1.2A |
| Product Data |
| After NTP |
| 087110 |
| 1.2B |
| Schedule |
| After NTP |
| 087110 |
| 1.2C |
| Keying Data |
| After NTP |
| 088000 |
| 1.4.A |
| Product Data |
| After NTP |
| 088000 |
| 1.4.B |
| Samples |
| After NTP |
| 099111 |
| 1.2.A |
| Product Data |
| After NTP |
| 099111 |
| 1.2.B |
| Samples |
| After NTP |
END OF SECTION 013300
MARCH 2009
USDA FOREST SERVICE, R-4
SWAN VALLEY RESTORATION
SECTION 013591 - HISTORIC TREATMENT PROCEDURES
PART 10 - GENERAL
10.1 SUMMARY
A. This Section includes special procedures for historic treatment on Project including, but not limited to, the following:
1. Storage and protection of existing historic materials.
2. Temporary protection of historic materials during construction.
3. Protection during application of chemicals.
4. Protection during use of heat-generating equipment.
5. Historic treatment procedures.
10.2 DEFINITIONS
Definitions below refer to historic treatment applied to Project or portions of Project. Delete definitions that do not apply to Project. If more than one type of historic treatment is required, indicate on Drawings where each treatment applies. Historically significant portions may be classified as historic preservation or restoration; other portions may be classified as rehabilitation. Coordinate terms below with terms used on Drawings. See Evaluations.
A. "Preservation": To apply measures necessary to sustain the existing form, integrity, and materials of a historic property. Work may include preliminary measures to protect and stabilize the property.
"Renovation" has the same definition as "rehabilitation"; the term "rehabilitation" is preferred.
B. "Rehabilitation": To make possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features that convey its historical, cultural, or architectural values.
C. "Restoration": To accurately depict the form, features, and character of a property as it appeared at a particular period of time by means of the removal of features from other periods in its history and the reconstruction of missing features from the restoration period.
D. "Reconstruction": To reproduce in the exact form and detail a building, structure, or artifact as it appeared at a specific period in time.
Definitions below refer to procedures applied to materials or features. Delete or revise definitions to suit Project. Coordinate terms below with terms used on Drawings.
E. "Stabilize": To apply measures designed to reestablish a weather-resistant enclosure and the structural reinforcement of an item or portion of the building while maintaining the essential form as it exists at present.
F. "Protect and Maintain": To remove deteriorating corrosion, reapply protective coatings, and install protective measures such as temporary guards; to provide the least degree of intervention.
G. "Repair": To stabilize, consolidate, or conserve; to retain existing materials and features while employing as little new material as possible. Repair includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading materials. Within restoration, repair also includes limited replacement in kind, rehabilitation, and reconstruction, with compatible substitute materials for deteriorated or missing parts of features when there are surviving prototypes.
H. "Replace": To duplicate and replace entire features with new material in kind. Replacement includes the following conditions:
Verify conditions for creating duplicated elements and materials from existing elements and materials. Coordinate three subparagraphs below with Drawings.
1. Duplication: Includes replacing elements damaged beyond repair or missing. Original material is indicated as the pattern for creating new duplicated elements.
2. Replacement with New Materials: Includes replacement with new material when original material is not available as patterns for creating new duplicated elements.
3. Replacement with Substitute Materials: Includes replacement with compatible substitute materials. Substitute materials are not allowed, unless otherwise indicated.
I. "Remove": To detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.
J. "Remove and Reinstall": To detach items from existing construction, repair and clean them for reuse, and reinstall them where indicated.
K. "Existing to Remain" or "Retain": Existing items of construction that are not to be removed and that are not otherwise indicated to be removed and salvaged, or removed and reinstalled.
L. "Material in Kind": Material that matches existing materials, as much as possible, in species, cut, color, grain, and finish.
10.3 SUBMITTALS
A. Historic Treatment Program: Submit a written plan for each phase or process including protection of surrounding materials during operations. Describe in detail materials, methods, and equipment to be used for each phase of work.
B. Alternative Methods and Materials: If alternative methods and materials to those indicated are proposed for any phase of work, provide a written description including evidence of successful use on other, comparable projects, and program of testing to demonstrate effectiveness for use on this Project.
C. Historic Treatment Specialist Qualifications: A firm that employs personnel, including supervisory personnel, experienced and skilled in the processes and operations indicated. Must demonstrate successful rehabilitation of similar projects.
10.4 QUALITY ASSURANCE
A. Historic Treatment Preconstruction Conference: Conduct conference at Project site.
B. When providing historic preservation or rehabilitation services, the work shall be accomplished by or under the direct supervision of someone meeting the Secretary of the Interior’s Professional Qualification Standards for Historic Architecture.
10.5 STORAGE AND PROTECTION OF HISTORIC MATERIALS
A. Removed and Reinstalled Historic Materials:
1. Clean and repair historic items to functional condition adequate for intended reuse.
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.
B. Existing Historic Materials to Remain: Protect construction indicated to remain against damage and soiling during historic treatment. When permitted by the Contracting Officer’s Representative items may be removed to a suitable, protected storage location during historic treatment and cleaned and reinstalled in their original locations after historic treatment operations are complete.
C. Storage and Protection: When removed from their existing location, store historic materials within a weathertight enclosure where they are protected from wetting by rain, snow, or ground water, and temperature variations. Secure stored materials to protect from theft.
1. Identify removed items with an inconspicuous mark indicating their original location.
10.6 PROJECT-SITE CONDITIONS
Retain, revise, or delete paragraphs and subparagraphs in this Article to suit Project. Add other limitations if necessary, such as when adjacent floors will be occupied.
A. Exterior Cleaning and Repairing:
1. Proceed with the work only when forecasted weather conditions are favorable.
a. Wet Weather: Do not attempt repairs during rainy or foggy weather. Do not apply primer, paint, putty, or epoxy when the relative humidity is above 80 percent. Do not remove exterior elements of structures when rain is forecast or in progress.
b. Do not perform exterior wet work when the air temperature is below 40 deg F.
c. Do not begin cleaning, patching, or repairing when there is any likelihood of frost or freezing.
d. Do not begin cleaning when either the air or the surface temperature is below 45 deg F unless approved means are provided for maintaining a 45 deg F temperature of the air and materials during, and for 48 hours subsequent to, cleaning.
Cleaning is often performed during night hours to avoid occupants and traffic; delete subparagraph below if not required.
2. Perform cleaning and rinsing of the exterior only during daylight hours.
10.7 MEASUREMENT AND PAYMENT
A. No separate measurement and/or payment will be made for this Section. Refer to Section 000500, Project Description for a description line items.
PART 11 - PRODUCTS (Not Used)
PART 12 - EXECUTION
12.1 PROTECTION, GENERAL
A. Comply with manufacturer's written instructions for precautions and effects of products and procedures on adjacent building materials, components, and vegetation.
B. Ensure that supervisory personnel are present when work begins and during its progress.
C. Temporary Protection of Historic Materials during Construction:
1. Protect existing materials during installation of temporary protections and construction. Do not deface or remove existing materials.
2. Attachments of temporary protection to existing construction shall be approved by Architect prior to installation.
D. Protect landscape work adjacent to or within work areas as follows:
1. Provide barriers to protect tree trunks.
2. Bind spreading shrubs.
3. Use coverings that allow plants to breathe and remove coverings at the end of each day. Do not cover plant material with a waterproof membrane for more than 8 hours at a time.
4. Set scaffolding and ladder legs away from plants.
12.2 PROTECTION DURING APPLICATION OF CHEMICALS
A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm or damage resulting from applications of chemical cleaners and paint removers.
B. Cover adjacent surfaces with materials that are proven to resist chemical cleaners selected for Project unless chemicals being used will not damage adjacent surfaces. Use covering materials that contain only waterproof, UV-resistant adhesives. Apply masking agents to comply with manufacturer's written instructions. Do not apply liquid masking agent to painted or porous surfaces. When no longer needed, promptly remove masking to prevent adhesive staining.
C. Do not clean surfaces during winds of sufficient force to spread cleaning solutions to unprotected surfaces.
D. Neutralize and collect alkaline and acid wastes and dispose of off Government’s property.
E. Dispose of runoff from chemical operations by legal means and in a manner that prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors.
12.3 PROTECTION DURING USE OF HEAT-GENERATING EQUIPMENT
A. Comply with the following procedures while performing work with heat-generating equipment, including welding, cutting, soldering, brazing, paint removal with heat, and other operations where open flames or implements utilizing heat are used:
1. Obtain the Contracting Officer’s approval for operations involving use of open-flame or welding equipment.
a. Notification shall be given for each occurrence and location of work with heat-generating equipment.
2. As far as practical, use heat-generating equipment in shop areas or outside the building.
3. Before work with heat-generating equipment commences, furnish personnel to serve as a fire watch (or watches) for location(s) where work is to be performed.
4. Do not perform work with heat-generating equipment in or near rooms or in areas where flammable liquids or explosive vapors are present or thought to be present. Use a combustible gas indicator test to ensure that the area is safe.
5. Remove and keep the area free of combustibles, including, rubbish, paper, waste, etc., within area of operations.
a. If combustible material cannot be removed, provide fireproof blankets to cover such materials.
6. Where possible, furnish and use baffles of metal or gypsum board to prevent the spraying of sparks or hot slag into surrounding combustible material.
7. Prevent the extension of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors, walls, ceilings, roofs, and other openings.
8. Inspect each location of the day's work not sooner than 30 minutes after completion of operations to detect hidden or smoldering fires and to ensure that proper housekeeping is maintained.
12.4 HISTORIC TREATMENT PROCEDURES
Retain or revise paragraphs and subparagraphs in this Article to suit type of treatment required for Project. It may not be feasible to identify in the Contract Documents precisely how and to what extent each feature should be treated, such as which elements are to be repaired and which elements replaced. Refer to the "Definitions" Article in the Evaluations. The need for stabilizing and repairing in place will be determined, in some cases, during the course of the work. If it is discovered that stabilizing or repairing is not feasible, replacement is allowed. This could be a piece-by-piece decision during construction.
Paragraphs in this Article establish a general decision hierarchy. Contractor should be informed about what will be expected to prevent every minor issue from becoming a Change Order. Compliance with these provisions may depend on the extent to which items can be repaired.
First paragraph below is a description of the principal aim of preservation work; edit to suit Project. Note that descriptions will vary for restoration and rehabilitation. Reconstruction is a special circumstance not requiring procedures below.
A. The principal aim of preservation work is to halt the process of deterioration and stabilize the item's condition, unless otherwise indicated. Repair is required where specifically indicated. The following procedures shall be followed:
1. Retain as much existing material as possible; repair and consolidate rather than replace.
2. Use additional material or structure to reinforce, strengthen, prop, tie, and support existing material or structure.
3. Use reversible processes wherever possible.
4. Use traditional replacement materials and techniques. New work shall be distinguishable to the trained eye, on close inspection, from old work.
5. Record the work before the procedure with preconstruction photos and during the work with periodic construction photos.
B. Prohibit smoking by personnel performing work on or near historic structures.
C. Obtain Contracting Officer’s review and written approval in the form of a Constructive Change Directive or Supplemental Instruction before making changes or additions to construction or removing historic materials.
D. Notify Contracting Officer of visible changes in the integrity of material or components whether due to environmental causes including biological attack, UV degradation, freezing, or thawing; or due to structural defects including cracks, movement, or distortion.
1. Do not proceed with the work in question until directed by Contracting Officer.
Delete first paragraph below if no information is provided or available that allows accurate duplication.
E. Where missing features are indicated to be repaired or replaced, provide features whose designs are based on accurate duplications rather than on conjectural designs, subject to the approval of the Contracting Officer’s Representative and Historic Treatment Specialist.
F. Where Work requires existing features to be removed, cleaned, and reused, perform these operations without damage to the material itself, to adjacent materials, or to the substrate.
G. Identify new or replacement materials and features with inconspicuous, permanent marks to distinguish them from original materials. Record the legend of identification marks and the locations of these marks on Record Drawings.
H. When cleaning, match samples of existing materials that have been cleaned and identified for acceptable cleaning levels. Avoid overcleaning to prevent damage to existing materials during cleaning.
If other types of materials must be removed, insert requirements here.
END OF SECTION 013951
MARCH 2009
USDA FOREST SERVICE, R-4
SWAN VALLEY RESTORATION
SECTION 017320 - SELECTIVE DEMOLITION
PART 13 - GENERAL
13.1 SUMMARY
A. This Section includes demolition and removal of the following:
SPEC WRITER: ADJUST LIST BELOW TO SUIT PROJECT.
1. Selected portions of a building or structure.
2. Selected site elements.
3. Repair procedures for selective demolition operations.
13.2 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.
13.3 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.
13.4 SUBMITTALS
A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. Submit permits required for operating a hazardous waste disposal facility, as required by IDAPA 58.01.05- Rules and Standards for Hazardous Waste.
13.5 PROJECT CONDITIONS
A. Government will occupy portions of building immediately adjacent to selective demolition area. 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 walkways, corridors, 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 authorities having jurisdiction.
SPEC WRITER: RETAIN PARAGRAPH AND SUBPARAGRAPHS ABOVE AND DELETE FIRST PARAGRAPH AND SUBPARAGRAPHS BELOW IF ASBESTOS IS PRESENT AND GOVERNMENT HAS A SEPARATE CONTRACT TO ABATE ASBESTOS BEFORE SELECTIVE DEMOLITION BEGINS.
C. Hazardous Materials: Hazardous materials are present in building to be selectively demolished.
1. Hazardous material remediation is specified elsewhere in the Contract Documents.
2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.
SPEC WRITER: DELETE SUBPARAGRAPH BELOW IF NO MATERIALS ARE KNOWN TO BE PRESENT OR IF GOVERNMENT DOES NOT HAVE, OR WILL NOT PROVIDE, MATERIAL SAFETY DATA SHEETS FOR THESE MATERIALS.
PART 14 - PRODUCTS
14.1 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 equals or surpasses that of existing materials.
PART 15 - EXECUTION
15.1 EXAMINATION
A. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.
B. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.
15.2 UTILITY SERVICES
A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations.
B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by CO and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to CO and to authorities having jurisdiction.
1. Provide at least 72 hours' notice to CO if shutdown of service is required during changeover.
SPEC WRITER: RETAIN ONE OF TWO "UTILITY REQUIREMENTS" PARAGRAPHS AND ASSOCIATED SUBPARAGRAPHS BELOW, IF APPLICABLE.
15.3 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 streets, walks, walkways, or other adjacent occupied or used facilities without permission from CO and authorities having jurisdiction. 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.
15.4 POLLUTION CONTROLS
A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations such as IDAPA 58.01.01 Sections 650-651.
B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
15.5 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.
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.
B. Removed and Salvaged Items:
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers.
3. Store items in a secure area until delivery to Government.
4. Transport items to storage area designated.
5. Protect items from damage during transport and storage.
C. 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.
D. 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.
15.6 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.
C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.
15.7 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.
B. Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Government property and legally disposes of them.
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