Attachment_1_-_SOW.pdf

4.A.1.2.

Historic Preservation Training Center

PROJECT MANUAL

PMIS #351014

Install Masonry Barrier Wall at Independence Mall Independence National Historical Park

June 2026

4.A.1.2

Submitted by:

National Park Service

Historic Preservation Training Center 4801A Urbana Pike

Frederick, MD 21704

Historic Preservation Training Center INDE 351014 Install Masonry Barrier Wall at Independence Mall

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Historic Preservation Training Center 4.A.1

Table of Contents

Division 1 General Conditions 01 10 00 Summary 01 30 00 Administrative Requirements 01 33 23 Shop Drawings, Product Data and Samples 01 35 29 Protection of Existing Vegetation, Site Features, and Utilities 01 35 70 Cultural Resource Protection 01 35 91 Historic Treatment Procedures 01 45 00 Quality Control 01 50 00 Temporary Facilities and Controls 01 55 26 Traffic Control 01 57 19 Environmental Protection 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data

Division 3 Concrete 03 30 00 Cast-in-Place Concrete

Division 4 Masonry 04 20 00 Unit Masonry 04 70 00 Cut Stone

Division 7 Thermal and Moisture Protection 07 90 00 Joint Sealants

Division 31 Site Work 31 20 00 Excavation and Backfill 32 92 23 Turf Restoration and Irrigation Repair

SECTION 01 10 00 – SUMMARY 01 10 00

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SUMMARY

PROJECT: Masonry Barrier Wall LOCATION: Southeast Corner of 6th and Market Street, Independence National Historical Park PMIS/PKG No.: 351014 OWNER: National Park Service PREPARED FOR: United States Department of the Interior, National Park Service, Historic Preservation Training Center (HPTC)

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions, Supplementary Conditions, and Division 01 Specification Sections, apply to this Section.

B. Requirements specified in Division 01 Sections are complementary to requirements contained herein.

1.2 SUMMARY OF WORK

A. The Work consists of construction of a new masonry barrier wall and related site Improvements at The President’s House site within Independence National Historical Park, Philadelphia, Pennsylvania.

B. Work generally includes, but is not necessarily limited to:

1. Mobilization and demobilization.

2. Protection of visitors, staff, historic resources, and adjacent improvements.

3. Layout and field verification of existing conditions.

4. Selective demolition and removal as indicated.

5. Salvage, protection, storage, and reinstallation of designated items.

6. Excavation, grading, and preparation of subgrades.

7. Construction of reinforced masonry barrier wall.

8. Concrete foundations and related structural work.

9. Installation of associated site elements and appurtenances.

10. Site restoration and repair of disturbed areas.

11. Cleaning and final acceptance activities.

C. Contractor shall furnish all labor, materials, equipment, supervision, transportation, permits, and incidentals necessary to complete the Work indicated on the Drawings and specified herein.

1.3 PROJECT INFORMATION

A. Project Name: Barrier Masonry Wall.

B. Site Location: The President’s House, Independence National Historical Park, Philadelphia, Pennsylvania.

https://www.nps.gov/?utm_source=chatgpt.com

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C. Jurisdiction:

1. United States Department of the Interior (DOI).

2. National Park Service (NPS).

3. Historic Preservation Training Center (HPTC).

D. The project site is located within a nationally significant historic property and shall be treated accordingly throughout construction operations. Historic resources shall be protected from damage.

1.4 CONTRACT DESCRIPTION

A. Work shall be performed under a single prime construction contract.

B. The Contractor shall coordinate all activities required to complete the Work and maintain continuous progress throughout the Contract period.

1.5 OWNER OCCUPANCY

A. Independence National Historical Park will remain operational during construction.

B. Public access to portions of the site may continue during construction activities.

C. Contractor shall:

1. Conduct operations to minimize interference with park operations.

2. Maintain safe pedestrian circulation at all times.

3. Coordinate temporary closures with the Contracting Officer's Representative (COR).

4. Provide barriers, signage, and protective measures necessary to protect visitors and staff.

1.6 CONTRACTOR USE OF PREMISES

A. Limit use of premises to areas indicated and approved by the COR.

B. Confine construction operations to areas necessary for performance of the Work.

C. Do not unreasonably encumber the site with materials or equipment.

D. Storage locations, staging areas, and construction access routes shall be subject to approval by the COR.

E. Protect existing facilities, utilities, landscape features, paving, monuments, furnishings, and historic resources.

F. Any damage caused by Contractor operations shall be repaired or replaced at no additional cost to the Government.

1.7 HISTORIC RESOURCE PROTECTION

A. The project is located within a historic park environment and requires special protection measures.

B. Existing historic materials, features, finishes, and site elements identified to remain shall be protected throughout the duration of the Work.

C. Contractor shall employ methods consistent with preservation practices and requirements established by the National Park Service.

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D. Historic treatment terminology used in the Contract Documents shall have the meanings indicated on the Drawings, including but not limited to:

1. Repair.

2. Restore.

3. Retain.

4. Salvage.

5. Replicate.

6. Reproduce.

7. Consolidate.

8. Stabilize.

E. Removal and salvage operations shall be performed using methods that prevent damage to historic materials and adjacent surfaces.

1.8 WORK SEQUENCE

A. General Sequence:

1. Conduct preconstruction documentation.

2. Establish site protection measures.

3. Verify existing conditions and dimensions.

4. Perform removals and salvage operations.

5. Complete excavation and foundation work.

6. Construct masonry barrier wall.

7. Complete associated site restoration.

8. Perform final cleaning and closeout activities.

B. Coordinate sequencing to maintain public safety and park operations.

1.9 FIELD VERIFICATION

A. Contractor shall verify dimensions, elevations, utility locations, and existing conditions prior to commencing Work.

B. Notify the COR immediately of discrepancies, conflicts, or conditions differing from those indicated in the Contract Documents.

C. Do not proceed with affected work until direction is received from the COR.

1.10 CODES AND STANDARDS

A. Comply with applicable federal, state, and local requirements.

B. In accordance with National Park Service policy, comply with:

1. International Code Council (ICC) family of codes and adopted appendices.

2. National Electrical Code (NFPA 70).

3. The Secretary of the Interior’s Standards for the Treatment of Historic Properties with

Guidelines for Preserving, Rehabilitating, Restoring & Reconstructing Historic Buildings (2017)

4. Applicable accessibility requirements.

5. Applicable life-safety requirements.

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1.11 SPECIFIED ELSEWHERE

A. Related Division 01 Sections include, but are not limited to:

• 01 20 00 – Price and Payment Procedures

• 01 29 00 – Payment Procedures

• 01 31 00 – Project Management and Coordination

• 01 32 00 – Construction Progress Documentation

• 01 33 00 – Submittal Procedures

• 01 35 70 – Cultural Resource Protection

• 01 50 00 – Temporary Facilities and Controls

• 01 55 26 – Traffic Control

• 01 57 19 – Environmental Controls

• 01 74 19 – Construction Waste Management and Disposal

• 01 77 00 – Closeout Procedures

• 01 78 23 – Operation and Maintenance Data

PART 2 – PRODUCTS

2.1 MATERIALS

A. Not Used.

PART 3 – EXECUTION

3.1 GENERAL

A. Execute Work in accordance with Contract Documents.

B. Maintain safe conditions for visitors, Government personnel, and construction workers.

C. Coordinate activities with the COR.

D. Protect existing facilities and historic resources throughout construction.

E. Restore damaged areas resulting from construction activities to conditions equal to or better than those existing before construction.

3.2 CLEANING

A. Keep project site free of accumulations of waste materials and debris.

B. Remove waste materials from the site at regular intervals.

C. Upon completion, leave the project site in a clean, orderly condition acceptable to the Government.

END OF SECTION 01 10 00

SECTION 01 30 00 – ADMINISTRATIVE REQUIREMENTS 01 30 00

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1.1 SUMMARY

A. Section Includes:

1. Administrative requirements for management and execution of the Work.

2. Coordination procedures.

3. Project meetings.

4. Requests for Information (RFIs).

5. Construction progress documentation.

6. Submittal scheduling and tracking.

7. Contractor communications.

8. Electronic document management.

9. Record document administration.

10. Coordination with National Park Service operations and visitors.

B. Related Requirements:

1. Section 01 11 00 – Summary of Work.

2. Section 01 33 23 – Shop Drawings, Product Data, and Samples.

3. Section 01 35 70 – Cultural Resource Protection.

4. Section 01 45 00 – Quality Control.

5. Section 01 77 00 – Closeout Procedures.

1.2 REFERENCES

A. Federal Acquisition Regulation (FAR).

B. Department of Interior Acquisition Regulations (DIAR).

C. National Park Service Director's Orders and Reference Manuals applicable to construction activities.

D. National Park Service Historic Preservation Training Center Standards.

E. Latest adopted National Park Service building code requirements. Drawings indicate adoption of current ICC family of codes and NFPA 70.

1.3 DEFINITIONS

A. CO – Contracting Officer.

B. COR – Contracting Officer's Representative.

C. A/E – Architect/Engineer.

D. Government – United States Department of the Interior, National Park Service.

E. RFI – Request for Information.

F. Submittal – Information submitted for Government review.

G. Working Day – Calendar day excluding Federal holidays and weather-related shutdowns authorized by the Contracting Officer.

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1.4 ADMINISTRATIVE AUTHORITY

A. The Contracting Officer is the only Government official authorized to modify the Contract.

B. The COR shall administer day-to-day project activities but is not authorized to change Contract requirements, Contract amount, or Contract time.

C. Contractor shall direct all official correspondence through the Contracting Officer unless otherwise directed.

1.5 PROJECT COORDINATION

A. Coordinate all construction operations, subcontractors, suppliers, testing agencies, and Government-furnished activities.

B. Coordinate work to minimize interference with:

1. National Park Service operations.

2. Park visitors.

3. Adjacent facilities.

4. Historic resources.

5. Emergency access routes.

C. Verify existing conditions before commencing Work.

D. Field verify dimensions and conditions prior to fabrication and installation. Drawing notes require verification of dimensions and conditions before proceeding with Work.

E. Notify COR immediately of discrepancies, conflicts, or concealed conditions.

1.6 PRECONSTRUCTION DOCUMENTS

A. Submit the following within 15 calendar days after Notice to Proceed:

1. Project directory.

2. Submittal register.

3. Preliminary construction schedule.

4. Quality Control Plan.

5. Site logistics plan.

6. Health and Safety Plan.

7. Cultural Resource Protection Plan.

8. Emergency contact list.

9. Temporary facilities plan.

10. Environmental protection plan.

11. Site Specific Accident Prevention Plan

12. Activity Hazard Analyses

13. Erosion and Sediment Control Plan

14. Traffic Control Plan

1.7 ELECTRONIC COMMUNICATIONS

A. Electronic communications are the preferred method of project correspondence.

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B. Contractor shall maintain current email addresses for project personnel.

C. Electronic files shall be submitted in Adobe PDF format unless otherwise specified.

D. Maintain organized electronic files accessible upon request.

1.8 REQUESTS FOR INFORMATION

A. Submit RFIs using a sequential numbering system.

B. RFIs shall include:

1. Project name and contract number.

2. Drawing and specification references.

3. Detailed description of issue.

4. Contractor's recommended resolution.

5. Schedule impact assessment.

C. Contractor shall review Contract Documents before submitting RFIs.

D. RFIs requesting interpretation of clearly indicated requirements may be returned without action.

E. Allow minimum 10 calendar days for Government response unless otherwise approved.

1.9 RECORD DOCUMENTS

A. Maintain one complete set of record documents at the project site.

B. Record documents shall include:

1. Contract drawings.

2. Specifications.

3. Modifications.

4. ASIs.

5. RFIs.

6. Approved submittals.

7. Field changes.

C. Record actual field conditions as Work progresses.

D. Update record documents weekly.

1.10 CONTRACTOR SUPERVISION

A. Provide a competent superintendent onsite whenever Work is in progress.

B. Superintendent shall:

1. Speak and read English fluently.

2. Be authorized to act on behalf of Contractor.

3. Attend project meetings.

4. Coordinate subcontractors.

5. Maintain daily project records.

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1.11 HISTORIC PRESERVATION COORDINATION

A. Work occurs within a historic National Park Service property. Contractor shall coordinate activities to protect historic resources and comply with project preservation requirements.

Drawing notes define preservation treatment terms and requirements for protection of historic resources.

B. Historic materials identified to remain shall be protected from damage throughout construction.

C. Salvaged historic materials shall be carefully removed, labeled, stored, and protected.

D. Notify COR immediately if previously unknown historic features or materials are encountered.

Not Used.

3.1 PRECONSTRUCTION CONFERENCE

A. Government will schedule a preconstruction conference after contract award.

B. Attendance Required:

1. Contracting Officer.

2. COR.

3. Contractor Project Manager.

4. Superintendent.

5. Major subcontractors.

6. Quality Control Manager.

C. Agenda:

1. Contract administration procedures.

2. Schedule requirements.

3. Safety requirements.

4. Cultural resource protection requirements.

5. Site access procedures.

6. Security requirements.

7. Submittal procedures.

8. Quality control procedures.

9. Environmental protection requirements.

10. Communication protocols.

3.2 PROJECT MEETINGS

A. Conduct weekly progress meetings unless otherwise directed.

B. Contractor shall prepare and distribute meeting minutes within three working days.

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C. Meeting topics shall include:

1. Work completed.

2. Upcoming activities.

3. Schedule status.

4. Submittal status.

5. RFI status.

6. Safety issues.

7. Quality control issues.

8. Historic preservation concerns.

9. Visitor impact concerns.

10. Potential delays.

3.3 DAILY REPORTS

A. Maintain daily construction reports.

B. Include:

1. Weather conditions.

2. Workforce counts.

3. Equipment onsite.

4. Work performed.

5. Visitors and inspections.

6. Safety incidents.

7. Delays.

8. Deliveries.

9. Historic resource observations.

C. Submit reports weekly upon request.

3.4 SITE COORDINATION

A. Layout work in field with COR prior to beginning affected work as required by project drawing notes.

B. Verify existing conditions before installation.

C. Coordinate utility interruptions with Government a minimum of 14 days in advance.

D. Maintain emergency access at all times.

3.5 NONCOMPLIANCE

A. Correct administrative deficiencies identified by the Government at no additional cost.

B. Failure to maintain required documentation may result in withholding of progress payments as permitted by the Contract.

3.6 CLOSEOUT ADMINISTRATION

A. Prior to final inspection submit:

1. Updated record documents.

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2. Warranty documentation.

3. Operations and maintenance data.

4. Training documentation.

5. Closeout submittals required by Division 01.

6.

B. Administrative requirements remain in effect until final acceptance of the Work.

END OF SECTION 01 30 00

SECTION 01 33 23 – SHOP DRAWINGS AND PRODUCT DATA 01 33 23

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A. This Section establishes administrative and procedural requirements for preparation, submission, review, approval, distribution, and maintenance of Shop Drawings, Product Data, Samples, mockups, and related submittals required for the Work.

B. Requirements of this Section apply to all subcontractors, suppliers, fabricators, manufacturers, consultants, and entities furnishing products or performing work under this Contract.

C. Coordinate requirements of this Section with all technical specification sections requiring submittals.

A. Applicable requirements include:

1. Contract Drawings.

2. Contract Clauses.

3. National Park Service Construction Requirements.

4. Applicable ICC Codes adopted by the National Park Service.

5. Other referenced standards identified within individual specification sections.

A. Shop Drawings: Drawings, diagrams, schedules, illustrations, performance charts, fabrication drawings, setting diagrams, erection drawings, templates, and similar data prepared specifically for the Work.

B. Product Data: Manufacturer's standard printed information describing products, materials, equipment, systems, fabrication methods, installation requirements, capacities, dimensions, and operating characteristics.

C. Samples: Physical examples illustrating materials, equipment, workmanship, finishes, colors, textures, and functional characteristics.

D. Mockups: Full-size assemblies demonstrating aesthetic effects, workmanship, interfaces, and installation procedures.

E. Record Submittal: Approved submittal maintained at the project site for reference and record purposes.

1.4 SUBMITTAL REQUIREMENTS

A. Submit required Shop Drawings, Product Data, Samples, mockups, test reports, certifications, and other submittals sufficiently in advance of construction activities to allow adequate review time.

B. No portion of the Work requiring submittal review shall commence until the applicable submittal has been reviewed and returned by the Government.

C. Review of submittals does not relieve the Contractor of responsibility for:

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1. Dimensions.

2. Quantities.

3. Coordination.

4. Means and methods.

5. Construction techniques.

6. Safety requirements.

7. Compliance with Contract requirements.

D. Verify field conditions and dimensions prior to preparation of submittals.

1.5 SUBMITTAL SCHEDULE

A. Within 15 calendar days after Notice to Proceed, submit a comprehensive Submittal Schedule.

B. Include:

1. Specification section number.

2. Submittal description.

3. Subcontractor.

4. Supplier.

5. Required submission date.

6. Required review period.

7. Procurement lead times.

8. Fabrication duration.

9. Delivery dates.

C. Update schedule monthly or as directed by the Contracting Officer's Representative

(COR).

1.6 ELECTRONIC SUBMITTALS

A. Submit electronic files in PDF format unless otherwise specified.

B. Electronic files shall:

1. Be searchable.

2. Be properly indexed.

3. Include specification section references.

4. Include revision tracking.

5. Be suitable for electronic archival.

C. File names shall include:

1. Project Number.

2. Specification Section.

3. Submittal Type.

4. Sequential Submittal Number.

1.7 CONTRACTOR REVIEW

A. Prior to submission, review all submittals for:

1. Compliance with Contract Documents.

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2. Dimensions and field measurements.

3. Coordination with related work.

4. Fabrication requirements.

5. Installation requirements.

B. Contractor's review stamp shall certify that review has been completed.

C. Submittals lacking Contractor review stamp will be returned without action.

1.8 CONTRACTOR'S REVIEW STAMP

A. Include the following information on each submittal:

1. Project name.

2. PMIS/Package Number.

3. Specification section.

4. Submittal number.

5. Date reviewed.

6. Contractor certification statement.

7. Signature of authorized reviewer.

B. Certification Statement:

"The Contractor has reviewed and approved this submittal, verified field measurements, coordinated related work, and determined compliance with Contract requirements."

1.9 GOVERNMENT REVIEW

A. Government review is for general conformance with Contract requirements only.

B. Government review shall not:

1. Relieve Contractor of responsibility for errors.

2. Authorize deviations not specifically approved.

3. Relieve Contractor from coordination responsibilities.

4. Relieve Contractor of compliance with Contract requirements.

C. Review designations may include:

1. Approved.

2. Approved as Noted.

3. Revise and Resubmit.

4. Rejected.

5. Returned for Information Only.

1.10 DEVIATIONS

A. Clearly identify all proposed deviations from Contract requirements.

B. Failure to identify deviations constitutes Contractor certification that submittal complies with Contract requirements.

C. Government review does not approve unidentified deviations.

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1.11 HISTORIC PRESERVATION REQUIREMENTS

A. For work affecting historic resources, provide additional documentation demonstrating compliance with preservation requirements.

B. Submittals affecting historic fabric shall include:

1. Existing condition photographs.

2. Product compatibility information.

3. Installation procedures.

4. Reversibility information where applicable.

5. Protection measures.

6. Conservation recommendations.

C. Historic treatment terminology shall be consistent with project requirements for repair, restoration, replacement, replication, salvage, and preservation work.

1.12 CLOSEOUT SUBMITTALS

A. Submit final approved copies of all Shop Drawings and Product Data for record purposes.

1. As-built revisions.

2. Operation and maintenance information.

3. Warranties.

4. Certifications.

5. Final approved product selections.

2.1 GENERAL

A. Materials submitted shall be those proposed for incorporation into the Work.

B. Product substitutions shall comply with Division 01 requirements.

2.2 SHOP DRAWINGS

A. Provide complete fabrication and installation information.

1. Dimensions.

2. Materials.

3. Finishes.

4. Connections.

5. Reinforcement.

6. Interfaces with adjacent construction.

7. Field verification dimensions.

8. Applicable code references.

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2.3 PRODUCT DATA

A. Submit manufacturer's current literature.

B. Include:

1. Product identification.

2. Manufacturer information.

3. Performance characteristics.

4. Installation instructions.

5. Maintenance requirements.

6. Sustainability information when required.

2.4 SAMPLES

A. Submit Samples illustrating full range of characteristics required.

B. Samples shall accurately represent:

1. Color.

2. Texture.

3. Pattern.

4. Finish.

5. Material quality.

C. Approved Samples establish quality standards for incorporated Work.

2.5 MOCKUPS

A. Provide mockups where specified.

B. Mockups may include:

1. Masonry assemblies.

2. Joint treatments.

3. Historic restoration work.

4. Surface finishes.

5. Interface conditions.

C. Approved mockups become quality standards for Work.

3.1 SUBMISSION PROCEDURES

A. Submit complete packages.

B. Partial submissions may be rejected.

C. Sequence submissions to prevent delays to construction progress.

3.2 RESUBMISSIONS

A. Revise and resubmit as required.

B. Clearly identify changes from previous submissions.

C. Cloud revisions and provide written explanation of changes.

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3.3 DISTRIBUTION

A. Following review, distribute copies to:

1. Field superintendent.

2. Subcontractors.

3. Suppliers.

4. Fabricators.

5. Installers.

6. Quality control personnel.

B. Maintain current reviewed copies at the project site.

3.4 RECORD FILES

A. Maintain complete record of:

1. Submitted documents.

2. Review comments.

3. Resubmissions.

4. Final approved versions.

B. Make records available to the COR upon request.

3.5 NONCONFORMING SUBMITTALS

A. Materials ordered, fabricated, or installed before completion of required review are at Contractor's risk.

B. Remove and replace nonconforming work at no additional cost to the Government.

3.6 FINAL ACCEPTANCE

A. Final acceptance of submittals does not constitute acceptance of Work not in compliance with Contract requirements.

B. Contractor remains responsible for complete compliance with the Contract Documents.

END OF SECTION 01 33 23

SECTION 01 35 29 – Protection of Exist. Veg., Site Features, and Utilities 01 35 29

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Historic Preservation Training Center 4.A.1.2

A. Work of this Section includes all labor, materials, equipment, measures, temporary protections, and monitoring required to protect:

1. Existing vegetation, including trees, shrubs, turf, and ground covers.

2. Historic site features, including walks, walls, paving, fences, monuments, markers, site furnishings, and landscape structures.

3. Existing buildings and architectural elements within and adjacent to the work area.

4. Existing utilities, including buried, surface, and overhead systems.

B. Protect all elements designated to remain in the contract drawings or identified by the COR or the government.

C. Any existing element damaged by the Contractor shall be repaired or replaced at no cost to the government and to the satisfaction of the COR.

1.2 RELATED SECTIONS

A. Section 31 20 00 – Earthwork.

B. Section 32 90 00 – Irrigation and Turf Restoration.

1.3 REFERENCES

A. ANSI A300 – Standards for Tree Care Operations.

B. ANSI Z133 – Safety Requirements for Arboricultural Operations.

C. Local utility marking, excavation, and “Call Before You Dig” requirements.

D. Municipal tree protection regulations (if applicable).

1.4 SUBMITTALS

A. Protection Plan:

1. Identify proposed fencing, barriers, root‑zone protection, and utility avoidance measures.

2. Show construction access, staging, equipment paths, and material stockpile locations.

3. Identify any areas requiring ground protection mats.

B. Tree Protection Measures:

1. Product data for temporary fencing, mulch, or aeration mats.

C. Photographic Documentation:

1. Pre‑construction photos of all vegetation, site features, and adjacent building elements.

2. Post‑construction photos prior to demobilization.

D. Utility Coordination:

1. Documentation of utility locating and coordination with local utility companies.

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1.5 QUALITY ASSURANCE

A. Contractor shall assign personnel trained in protecting vegetation, structures, and utilities during construction.

B. Arborist: A Certified Arborist (ISA) shall oversee any work within the Tree Protection Zone (TPZ) and advise on root protection and pruning.

C. Compliance with all applicable laws, standards, and local tree protection ordinances.

1.6 FIELD CONDITIONS

A. Contractor shall verify conditions related to vegetation, buildings, and utilities prior to beginning work.

B. Adjust work sequence as required to maintain continuous protection.

A. Tree Protection Fencing:

1. 6‑foot minimum height chain‑link fence, anchored securely.

B. Ground Protection Mats:

1. Reusable composite construction mats or equivalent capable of supporting expected loads without rutting the lawn or damaging the paving.

C. Mulch for Root Protection:

1.Organic hardwood‑chip mulch, 3–4 inches deep.

D. Temporary Barriers for Buildings and Features:

1.Exterior‑grade plywood, rigid foam, or impact‑resistant sheeting.

2. Soft, non‑abrasive padding where needed to avoid damage to historic finishes.

E. Utility Protection Materials:

1. Trench plates, conduit, warning tape, and marking flags as required.

3.1 GENERAL PROTECTION REQUIREMENTS

A. Provide continuous protection of all existing vegetation, features, buildings, and utilities throughout construction.

B. Limit construction access, vehicle movement, and material storage to areas approved in the Protection Plan.

C. Do not attach temporary construction elements to trees, fences, or historic structures.

3.2 PROTECTION OF EXISTING VEGETATION

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A. Tree Protection Zones (TPZ):

1.Install fencing at the dripline or as directed by the Architect/Arborist.

2. No excavation, vehicle traffic, material storage, mixing of materials, or grade changes within TPZ.

B. Root Protection:

1. If root disturbance is unavoidable, prune roots cleanly under supervision of an ISA Certified Arborist.

2. Backfill promptly and irrigate to prevent desiccation.

C. Above‑Ground Protection:

1. Protect trunks, branches, and canopy from mechanical damage.

2. Prune limbs only when approved by the COR.

D. Temporary Irrigation:

1. Provide supplemental irrigation if normal water supply is disrupted.

3.3 PROTECTION OF EXISTING SITE FEATURES

A. Protect paving, walls, fences, signage, furnishings, monuments, and other site features from impact, vibration, and equipment damage.

B. Use hand methods near fragile or historic features unless otherwise approved.

C. Erect barriers or padding around features at risk of mechanical damage.

3.4 PROTECTION OF EXISTING BUILDINGS

A. Protect façades, windows, doors, trim, masonry, and other exposed architectural features from dust, debris, vibration, and impact.

B. Install temporary plywood sheathing or barriers where construction occurs adjacent to historic materials.

C. Monitor vibration as required to prevent cracking or displacement of historic masonry or finishes.

3.5 PROTECTION OF EXISTING UTILITIES

A. Call for utility locating prior to excavation.

B. Protect all utilities from damage; hand‑dig within 24 inches of marked lines.

C. Provide temporary support for utilities where excavation undermines existing lines.

D. Immediately notify Owner of any damage; repair at Contractor’s expense.

3.6 MONITORING AND MAINTENANCE

A. Maintain all protective measures in good condition throughout construction.

B. Replace damaged or missing fencing or barriers immediately.

C. Inspect protected areas weekly and after major weather events.

3.7 CLEANING AND REPAIR

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A. Remove protective measures only when directed by COR.

B. Repair or restore all damaged vegetation, site features, buildings, or utilities to original condition or better at no cost to the government.

C. Perform final cleanup of site.

END OF SECTION 01 35 29

SECTION 01 35 70 – CULTURAL RESOURCE PROTECTION 01 35 70

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A. This Section specifies requirements for the protection, preservation, and treatment of cultural resources during execution of the Work.

B. Cultural resources include, but are not limited to:

1. Historic buildings, structures, sites, objects, and landscapes.

2. Archaeological resources.

3. Historic masonry, paving, site furnishings, monuments, and memorial elements.

4. Historic fabric adjacent to construction activities.

5. Cultural landscape features.

6. Previously unidentified archaeological deposits or artifacts discovered during construction.

C. The intent of this Section is to prevent damage to cultural resources and ensure compliance with:

1. National Historic Preservation Act (NHPA), as amended.

2. Archaeological Resources Protection Act (ARPA).

3. National Environmental Policy Act (NEPA).

4. Secretary of the Interior's Standards for the Treatment of Historic Properties.

5. National Park Service Cultural Resource Management Guidelines.

6. Applicable Programmatic Agreements and Memoranda of Agreement associated with the Project.

D. Requirements of this Section apply to all subcontractors, suppliers, consultants, and personnel entering the project site.

A. Section 01 11 00 – Summary of Work.

B. Section 01 31 19 – Project Meetings.

C. Section 01 32 16 – Construction Progress Schedule.

D. Section 01 33 00 – Submittal Procedures.

E. Section 01 35 29 – Health, Safety, and Emergency Response Procedures.

F. Section 01 50 00 – Temporary Facilities and Controls.

G. Section 01 55 26 – Traffic Control.

H. Section 01 57 19 – Temporary Environmental Controls.

I. Section 02 41 19 – Selective Demolition.

J. Historic preservation and restoration specification sections.

A. Cultural Resource: A district, site, structure, building, object, landscape feature, archaeological deposit, or traditional cultural property having historical, architectural, archaeological, engineering, or cultural significance.

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B. Historic Fabric: Existing materials, finishes, workmanship, and features contributing to the significance of a historic resource.

C. Archaeological Resource: Material remains of past human life or activities protected under federal law.

D. Qualified Cultural Resource Specialist: Individual meeting Secretary of the Interior Professional Qualification Standards applicable to the discipline involved.

E. Discovery: Unanticipated encounter with archaeological materials, human remains, artifacts, cultural features, or previously undocumented historic resources.

F. Area of Potential Effect (APE): Geographic area where construction activities may affect cultural resources.

1.4 REFERENCES

A. National Historic Preservation Act (54 USC 300101 et seq.).

B. Archaeological Resources Protection Act (16 USC 470aa-mm).

C. Native American Graves Protection and Repatriation Act (NAGPRA).

D. National Environmental Policy Act.

E. Secretary of the Interior's Standards for the Treatment of Historic Properties.

F. Secretary of the Interior's Standards and Guidelines for Archaeology and Historic Preservation.

G. NPS Director's Order 28: Cultural Resource Management.

H. NPS Cultural Resource Management Guideline.

I. NPS Museum Handbook.

J. Applicable State Historic Preservation Office (SHPO) requirements.

1.5 SUBMITTALS

A. Cultural Resource Protection Plan Submit within 15 calendar days after Notice to Proceed.

Include:

1. Site protection measures.

2. Limits of disturbance.

3. Access routes.

4. Equipment restrictions.

5. Vibration control procedures.

6. Worker training procedures.

7. Archaeological discovery procedures.

8. Emergency notification procedures.

9. Documentation requirements.

10. Site monitoring procedures.

B. Protection Drawings Submit drawings indicating:

1. Protection fencing.

2. Staging areas.

3. Material storage areas.

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4. Construction access routes.

5. Historic resources to remain.

6. Areas prohibited from disturbance.

C. Personnel Qualifications Submit qualifications for:

1. Archaeologists.

2. Architectural conservators.

3. Historic preservation specialists.

4. Cultural resource monitors.

D. Preconstruction Documentation Submit photographs documenting existing conditions of resources adjacent to the Work.

E. Daily Monitoring Reports When monitoring is required, submit reports weekly.

1.6 QUALITY ASSURANCE

A. Conduct all work affecting cultural resources under the direction of personnel meeting Secretary of the Interior Professional Qualification Standards.

B. Contractor shall provide cultural resource awareness training for all personnel before beginning Work.

C. Training shall include:

1. Significance of the resource.

2. Protection requirements.

3. Restricted activities.

4. Discovery procedures.

5. Reporting requirements.

6. Consequences of non-compliance.

D. Maintain attendance records.

1.7 PRECONSTRUCTION CONFERENCE

A. Conduct a Cultural Resource Protection Meeting before any site disturbance.

B. Attendees shall include:

1. Contracting Officer.

2. Contracting Officer's Representative (COR).

3. Contractor.

4. Superintendent.

5. Site Foreman.

6. Cultural Resource Specialist.

7. Historic Preservation Representative.

C. Review:

1. Protection measures.

2. Construction sequencing.

3. Monitoring requirements.

4. Emergency procedures.

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5. Discovery procedures.

6. Restricted work areas.

1.8 SITE ACCESS RESTRICTIONS

A. Access only areas designated by the COR.

B. Vehicles shall remain on approved routes.

C. Do not enter protected areas without written authorization.

D. Parking, storage, and staging shall occur only in approved locations.

E. Do not place equipment or materials against historic structures, walls, trees, monuments, or archaeological features.

1.9 CULTURAL RESOURCE MONITORING

A. Government may require monitoring during:

1. Excavation.

2. Demolition.

3. Utility installation.

4. Site grading.

5. Foundation work.

6. Other activities identified by the COR.

B. Stop work immediately when directed by monitor or COR.

C. Cooperate fully with monitoring personnel.

1.10 DISCOVERY OF CULTURAL RESOURCES

A. Upon discovery of archaeological materials, artifacts, features, or previously unidentified cultural resources:

1. Stop work within 50 feet (15 m) of discovery.

2. Protect area from disturbance.

3. Notify COR immediately.

4. Do not remove materials.

5. Do not photograph or collect artifacts unless directed.

B. Resume work only upon written authorization.

1.11 DISCOVERY OF HUMAN REMAINS

A. If human remains or funerary objects are discovered:

1. Stop work immediately.

2. Secure the area.

3. Notify COR.

4. Notify law enforcement if required.

5. Preserve remains in place.

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B. Do not resume work until authorized by the Government.

1.12 PROJECT CONDITIONS

A. Historic materials are irreplaceable.

B. Contractor is responsible for damage caused by operations.

C. Repair or replacement of damaged resources shall be performed at no additional cost to the Government.

D. Government determination regarding adequacy of repairs shall be final.

A. Materials used for protection shall not damage historic fabric.

B. Materials shall be reversible and removable without leaving residue.

2.2 PROTECTION FENCING

A. Minimum 6-foot-high chain-link fence or approved equivalent.

B. Brightly visible warning signage.

C. Secure against unauthorized entry.

2.3 PROTECTIVE COVERINGSA. Non-staining geotextiles.

A. Breathable protective fabrics.

B. Plywood protection panels.

C. Impact-resistant barriers.

D. Materials shall not trap moisture against historic surfaces.

2.4 VIBRATION MONITORING EQUIPMENT

A. Calibrated monitoring equipment capable of recording peak particle velocity.

B. Equipment shall be installed where directed.

2.5 TEMPORARY SHORING AND BRACING

A. Designed by a licensed Professional Engineer.

B. Shall avoid damage to historic materials.

C. Attachment to historic fabric prohibited unless approved.

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3.1 EXAMINATION

A. Verify existing conditions before beginning work.

B. Document conditions with photographs.

C. Notify COR of discrepancies.

3.2 RESOURCE IDENTIFICATION

A. Locate and identify protected resources before mobilization.

B. Clearly mark limits of disturbance.

C. Install fencing and protection before construction activities begin.

3.3 PROTECTION OF HISTORIC FEATURES

A. Protect historic resources from:

1. Impact.

2. Vibration.

3. Dust.

4. Water intrusion.

5. Staining.

6. Abrasion.

7. Theft.

8. Vandalism.

B. Maintain protection continuously throughout construction.

3.4 DUST CONTROL

A. Prevent dust accumulation on historic surfaces.

B. Use methods that avoid damage from water or chemicals.

C. Clean affected surfaces immediately when directed.

3.5 VIBRATION CONTROL

A. Conduct operations to prevent damage to historic resources.

B. Modify construction methods if vibration thresholds are exceeded.

C. Suspend operations when directed by COR.

3.6 EXCAVATION ACTIVITIES

A. Excavate only within approved limits.

B. Hand excavation may be required adjacent to cultural resources.

C. Use caution near known archaeological areas.

3.7 PROHIBITED ACTIVITIES

Do not:

A. Disturb areas outside approved limits.

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B. Collect artifacts.

C. Use historic resources for support.

D. Attach temporary items to historic fabric.

E. Store materials within protected areas.

F. Remove cultural materials without authorization.

3.8 DAMAGE TO CULTURAL RESOURCES

A. Report damage immediately.

B. Submit written incident report within 24 hours.

C. Report shall include:

1. Description of damage.

2. Cause.

3. Corrective measures.

4. Proposed repairs.

D. Repairs shall be performed only after Government approval.

3.9 RESTORATION

A. Restore disturbed areas to preconstruction condition unless otherwise indicated.

B. Remove temporary protection after completion of work.

C. Repair damage resulting from Contractor activities.

3.10 CLOSEOUT REQUIREMENTS

A. Remove temporary barriers, fencing, and protection materials.

B. Submit final cultural resource protection report documenting:

1. Monitoring activities.

2. Discoveries.

3. Incidents.

4. Repairs.

5. Final condition assessment.

C. Obtain Government acceptance before final completion.

END OF SECTION 01 35 70

SECTION 01 35 91 – HISTORIC TREATMENT PROCEDURES 01 35 91

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A. Section includes requirements for protection, treatment, repair, restoration, stabilization, dismantling, salvage, storage, and reinstallation of historic materials, features, spaces, and character-defining elements affected by the Work.

B. Work includes procedures and requirements governing all activities that may impact historic fabric, archaeological resources, cultural landscapes, historic structures, historic site features, and associated materials.

C. This Section applies to all Contractors, subcontractors, consultants, suppliers, and personnel working on the Project.

D. The Project is located within the boundaries of Independence National Historical Park and involves work associated with the historic President's House site and associated masonry features. The drawings identify the project as a National Park Service Historic Preservation Training Center project.

1.2 RELATED REQUIREMENTS

A. Section 01 33 00 – Submittal Procedures.

B. Section 01 35 70 – Cultural Resource Protection.

C. Section 01 45 00 – Quality Control.

D. Section 01 50 00 – Temporary Facilities and Controls.

E. Section 01 73 29 – Cutting and Patching.

F. Sections specifying preservation, restoration, masonry repair, wood repair, metal restoration, and conservation work.

A. Secretary of the Interior's Standards for the Treatment of Historic Properties.

B. National Park Service Preservation Briefs.

C. National Park Service Director's Order 28 – Cultural Resource Management.

D. National Park Service Management Policies.

E. International Building Code as adopted by the National Park Service.

F. Applicable State Historic Preservation Office requirements.

G. Project drawings and contract documents.

A. Historic treatment terminology shall conform to National Park Service usage. Drawing notes establish the following definitions for this Project:

1. Consolidate: Strengthen loose or deteriorated materials in place.

2. Dismantle: Carefully disassemble or detach a historic item from a surface, or a non-historic item from a historic surface, using methods that prevent damage.

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3. Existing to Remain: Existing items that are not to be removed except as required to perform the Work.

4. Historic: Spaces, surfaces, materials, finishes, and appearance determined by the Architect to be significant.

5. Match: Blend with adjacent construction without visible difference in material, detail, texture, finish, or appearance.

6. Remove: Take down or detach a non-historic item using methods that prevent damage to adjacent historic fabric.

7. Repair: Correct damage while retaining existing materials and employing the least amount of new material possible.

8. Replace: Remove and install a duplicate item using the original as the pattern.

9. Replicate: Reproduce in exact detail, material, and finish.

10. Reproduce: Fabricate a new item accurate in detail to the original.

11. Restore: Consolidate, reproduce, repair, and refinish as required.

12. Retain: Keep existing items in place.

13. Reversible: Treatment that can be removed in the future without damage to historic fabric.

14. Salvage: Label, protect, and store items for reinstallation.

15. Stabilize: Reinforce deteriorated materials while maintaining existing form.

16. Strip: Remove finish to base material.

B. Character-Defining Feature: Historic material, space, finish, detail, workmanship, or feature that contributes to the significance of a historic property.

C. Historic Fabric: Original or significant existing materials, assemblies, finishes, and workmanship.

1.4 HISTORIC TREATMENT PRINCIPLES

A. Preserve and protect historic materials in place whenever possible.

B. Repair rather than replace deteriorated historic materials.

C. Replace only when repair is not feasible and replacement is approved.

D. Limit removal of historic material to the minimum required for construction.

E. Ensure new work is compatible with historic materials and reversible whenever feasible.

F. Employ the gentlest means possible to accomplish the Work.

G. Avoid unnecessary loss of historic fabric.

A. Historic Treatment Plan Submit a comprehensive Historic Treatment Plan not less than 30 days before beginning Work affecting historic materials.

Include:

1. Existing condition documentation.

2. Protection measures.

3. Sequencing work.

4. Means and methods.

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5. Dismantling procedures.

6. Repair procedures.

7. Cleaning procedures.

8. Temporary stabilization methods.

9. Storage methods.

10. Reinstallation procedures.

11. Emergency response procedures.

12. Quality-control procedures.

B. Qualifications Submit resumes and experience records for:

1. Project Superintendent.

2. Historic Preservation Specialist.

3. Craftsperson’s performing preservation work.

4. Conservators, if required.

C. Documentation

1. Existing-condition photographs.

2. Annotated drawings.

3. Condition assessment reports.

4. Daily treatment logs.

5. Repair records.

D. Mockups

1. Submit mockup procedures and acceptance criteria.

A. Historic treatment work shall be performed by firms experienced with historic preservation projects of similar scope and complexity.

B. Superintendent shall remain on site whenever historic treatment activities are underway.

C. Employ personnel skilled in preservation trades applicable to the work.

D. Conduct preconstruction conference specifically addressing historic treatment requirements.

E. Contracting Officer's Representative (COR), and Government preservation personnel shall review proposed treatment methods before implementation.

1.7 PREINSTALLATION MEETINGS

A. Conduct a Historic Treatment Conference before beginning work.

B. Review:

1. Character-defining features.

2. Protection requirements.

3. Work sequencing.

4. Access limitations.

5. Emergency procedures.

6. Documentation requirements.

7. Approval procedures.

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1.8 DOCUMENTATION

A. Photograph existing conditions before beginning work.

B. Photograph concealed conditions discovered during work.

C. Photograph completed repairs.

D. Maintain daily records documenting:

1. Areas worked.

2. Procedures performed.

3. Materials used.

4. Weather conditions.

5. Personnel performing work.

6. Unanticipated conditions.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Store salvaged historic materials in secure, dry locations.

B. Label materials to allow accurate reinstallation.

C. Protect materials from moisture, ultraviolet exposure, theft, contamination, and physical damage.

D. Historic items designated for salvage shall be removed using gentle methods and protected for reinstallation.

1.10 PROJECT CONDITIONS

A. Existing historic materials indicated to remain shall be protected throughout the project duration.

B. Damage caused by Contractor operations shall be repaired at no additional cost to the Government.

C. Immediately report unforeseen historic conditions to the COR.

D. Stop work in affected areas until direction is received.

A. Materials used in historic treatment work shall be compatible with adjacent historic materials.

B. Materials shall not accelerate deterioration of existing historic fabric.

C. Products shall be reversible where practical.

D. Use materials matching historic materials in composition, appearance, texture, color, and performance characteristics unless otherwise approved.

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2.2 PROTECTION MATERIALS

A. Polyethylene sheeting.

B. Breathable protective coverings.

C. Non-staining padding.

D. Temporary barriers.

E. Dust-control materials.

F. Temporary weather protection systems.

2.3 REPAIR MATERIALS

A. Materials for repairs shall match existing historic materials unless otherwise approved.

B. Patching, consolidation, and stabilization materials shall be compatible with substrate materials.

C. Epoxies, consolidants, and chemical treatments shall require Government approval prior to use.

2.4 IDENTIFICATION MATERIALS

A. Durable tags.

B. Non-staining labels.

C. Documentation forms.

D. Storage inventory systems.

A. Verify existing conditions before beginning work.

B. Document discrepancies and unexpected conditions.

C. Do not proceed until conditions are reviewed and accepted.

3.2 PROTECTION

A. Protect historic materials from:

1. Impact.

2. Vibration.

3. Water infiltration.

4. Staining.

5. Dust.

6. Abrasion.

7. Unauthorized access.

B. Install temporary barriers as required.

C. Protect adjacent surfaces during all operations.

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3.3 GENERAL HISTORIC TREATMENT REQUIREMENTS

A. Employ the least invasive treatment necessary.

B. Use hand methods where feasible.

C. Avoid destructive investigative procedures unless approved.

D. Perform work in a manner that preserves evidence of historic workmanship.

E. Retain maximum amount of historic fabric.

3.4 DISMANTLING

A. Carefully dismantle designated materials.

B. Mark and catalog components.

C. Protect adjoining materials.

D. Prevent breakage and loss.

E. Store salvaged materials for reuse.

3.5 SALVAGE

A. Salvage materials indicated for reuse.

B. Maintain inventory of salvaged items.

C. Store items in secure locations.

D. Reinstall salvaged materials in original locations unless otherwise directed.

3.6 REPAIR

A. Repair rather than replace whenever feasible.

B. Match existing workmanship.

C. Remove only deteriorated portions necessary to complete repairs.

D. Incorporate new material only as required.

3.7 REPLACEMENT

A. Replace only materials approved for replacement.

B. Match existing in:

1. Size.

2. Profile.

3. Material.

4. Texture.

5. Finish.

6. Appearance.

C. Replacement work shall be indistinguishable from adjacent historic work upon completion.

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3.8 CLEANING

A. Use the gentlest means possible.

B. Test cleaning methods before proceeding.

C. Obtain approval of test areas.

D. Do not use abrasive cleaning methods unless specifically approved.

E. Prevent damage to adjacent materials.

3.9 STABILIZATION

A. Stabilize deteriorated historic materials immediately upon discovery if failure could occur.

B. Temporary stabilization shall remain until permanent repairs are completed.

C. Stabilization methods shall not damage historic fabric.

3.10 FIELD QUALITY CONTROL

A. Government may reject work not conforming to approved treatment procedures.

B.