Atch_1_Specifications.pdf

BADLANDS NATIONAL PARK

INTERIOR, SOUTH DAKOTA

REHAB CEDAR PASS COTTAGE

PMIS 227763

Drawing No: 80110

PROJECT SPECIFICATIONS

FINAL CONSTRUCTION DOCUMENTS

NATIONAL PARK SERVICE

1/28/2022

This page intentionally left blank

BADL - 227763 1

TABLE OF CONTENTS

Section 00 01 05 – Certifications Page

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements

Section 01 35 91 - Historic Preservation Treatment Procedures

Section 01 40 00 - Accessibility Inspection Report Form

DIVISION 02 - EXISTING CONDITIONS

Section 02 41 00 - Demolition

Section 02 82 33 – See Appendix

DIVISION 03 - CONCRETE

Section 03 30 00 - Cast-In-Place Concrete

DIVISION 05 - METALS

Section 05 51 33 - Metal Ladders

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

Section 06 10 00 - Rough Carpentry

Section 06 17 53 - Shop-Fabricated Wood Trusses

Section 06 20 00 - Finish Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Section 07 13 00 - Sheet Waterproofing

Section 07 21 19 - Foamed-In-Place Insulation

Section 07 21 26 - Blown Insulation Section 07 24 00 - Exterior Insulation and Finish Systems

Section 07 26 00 - Vapor Retarders

Section 07 31 10 - Synthetic Shingles

Section 07 71 23 - Manufactured Gutters and Downspouts

Section 07 92 00 - Joint Sealants

DIVISION 08 - OPENINGS

Section 08 14 80 - Residential Wood Doors

Section 08 16 13 – Fiberglass Doors

Section 08 31 00 - Access Doors and Panels

Section 08 52 00 - Wood Windows

Section 08 71 00 - Door Hardware

Section 08 71 00.01 - Door Hardware Schedule

Section 08 83 00 - Mirrors

Section 08 91 00 - Louvers

DIVISION 09 - FINISHES

Section 09 21 16 - Gypsum Board Assemblies

Section 09 64 29 - Wood Strip and Plank Flooring

Section 09 65 00 - Resilient Flooring

Section 09 91 13 - Exterior Painting

Section 09 91 23 - Interior Painting

BADL - 227763 2

DIVISION 10 - SPECIALTIES

Section 10 28 00 - Toilet, Bath, and Laundry Accessories

Section 10 57 23 - Closet and Utility Shelving

DIVISION 11 - EQUIPMENT

Section 11 30 13 - Residential Appliances

DIVISION 12 - FURNISHINGS

Section 12 35 30 - Residential Casework

DIVISION 21 - FIRE SUPPRESSION

Section 21 05 00 - Common Work Results for Fire Suppression

Section 21 13 00 - Fire-Suppression Sprinkler Systems

DIVISION 22 - PLUMBING

Section 22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping

Section 22 05 19 - Meters and Gauges for Plumbing Piping

Section 22 05 23 - General-Duty Valves for Plumbing Piping

Section 22 05 29 - Hangers and Supports For Plumbing Piping And Equipment

Section 22 07 19 - Plumbing Piping Insulation

Section 22 10 05 - Plumbing Piping

Section 22 10 06 - Plumbing Piping Specialties

Section 22 30 00 - Plumbing Equipment

Section 22 40 00 - Plumbing Fixtures

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

Section 23 05 93 - Testing, Adjusting, and Balancing for HVAC

Section 23 07 13 - Duct Insulation

Section 23 07 19 - HVAC Piping Insulation

Section 23 31 00 - HVAC Ducts and Casings

Section 23 33 00 - Air Duct Accessories

Section 23 34 23 - HVAC Power Ventilators

Section 23 37 00 - Air Outlets and Inlets

Section 23 54 00 - Furnaces

Section 23 62 13 - Packaged Air-Cooled Refrigerant Compressor and Condenser Units

DIVISION 26 - ELECTRICAL

Section 26 05 05 - Selective Demolition for Electrical

Section 26 05 19 - Low-Voltage Electrical Power Conductors and Cables

Section 26 05 26 - Grounding and Bonding for Electrical Systems

Section 26 05 29 - Hangers and Supports for Electrical Systems

Section 26 05 33.13 - Conduit for Electrical Systems

Section 26 05 33.16 - Boxes for Electrical Systems

Section 26 05 53 - Identification for Electrical Systems

Section 26 05 83 - Wiring Connections

Section 26 09 23 - Lighting Control Devices

Section 26 21 00 - Low-Voltage Electrical Service Entrance

Section 26 24 16 - Panelboards

Section 26 27 26 - Wiring Devices

BADL - 227763 3

Section 26 28 13 - Fuses

Section 26 28 16.16 - Enclosed Switches

Section 26 43 00 - Surge Protective Devices

Section 26 51 00 - Interior Lighting

Section 26 56 00 - Exterior Lighting

DIVISION 31 - EARTHWORK

Section 31 10 00 - Site Clearing

Section 31 22 00 - Grading

Section 31 23 23 - Fill

DIVISION 32 - EXTERIOR IMPROVEMENTS

Section 32 13 13 - Concrete Paving

Section 32 16 23 - Sidewalks

Section 32 17 13 - Parking Bumpers

Section 32 17 23 - Pavement Markings

Section 32 92 19 - Seeding

APPENDIX

NPS Section 02 82 33 – Removal and Disposal of Asbestos-Containing Materials, by NPS

NPS Structured Cable Plant Standard, Version 1.2, by NPS

BADR - 227763 000105 - 1

CERTIFICATIONS PAGE

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the State of South

Dakota.

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed engineer under the laws of the State of South

Dakota.

Robin J. Miller 3907 Matthew J. Sutton 12047

Name License No.

License No.

Drawings covered by this Seal: Drawings covered by this Seal:

0, ACC01, A 00, A 000, A001, A002, A003, C000, C001, C101, C102, C201

A004, A005, A101, A201, A202, A301, A302, A303, A401, A501, A601

Sections covered by this Seal: Sections covered by this Seal:

Division 01; Section 024100; Division 05; Divisions 31, 32

Sections 061000, 062000; Divisions 07, 08, 09, 10, 11, 12

Date Issued: Date Issued:

1/28/2022 1/28/2022

BADR - 227763 000105 - 2

me or under my direct supervision and responsible charge. I am a duly licensed engineer under the laws of the State of South

Dakota.

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed

Kevin Wenninghoff 15188 Jeff Kulhanek 12227

Name (Printed) License No.

License No.

Drawings covered by this Seal: Drawings covered by this Seal:

S 00, S 01, S101, S201, S202, S203, S204 FP 00, FP101, M 00, M001, M101, P 00,

P001, P101, P301

Sections covered by this Seal: Sections covered by this Seal:

Division 03, Sections 061000, 061753 Divisions 21, 22, 23

Date Issued: Date Issued:

1/28/2022 1/28/2022

BADR - 227763 000105 - 3

me or under my direct supervision and responsible charge. I am a duly licensed

Joseph C. Binge

Name (Printed) License No.

Drawings covered by this Seal:

E 00, E101, E201

Sections covered by this Seal:

Division 26

Date Issued:

1/28/2022

BADL - 227763 01 10 00 - 1

012721 DIVISION 01 SHORT FORM GENERAL REQUIREMENTS

SECTION 01 10 00

DIVISION 01 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background:

1.2 Work Covered by the Contract Documents:

A. Project Location: The Cedar Pass Cottage is located to the east of the Cedar Pass Lodge, on

Highway 240 northeast of Interior, South Dakota, in Badlands National Park.

B. Work consists of: The Cedar Pass Cottage (Cottage) is an historic facility that will be completely rehabilitated to address water infiltration issues, code compliance and accessibility. Upon completion, it will provide guest lodging for seasonal use. It is currently unoccupied. The Project will consist of demolishing all aspects except the wood stud wall framing and interior knotty pine paneling and trim which is to be salvaged and reinstalled. Demolition includes: the partial basement, roof framing, interior walls, utilities, exterior stucco, exterior doors and windows, and various features of the site. New construction shall replicate features of the Cottage considered to be culturally significant such as: overall exterior appearance, exterior soffit including exposed roof rafters and stucco finish. Other aspects of the design reflect the Period of Significance, which was the 1950s architectural character of the building. Consistent with this are the new windows with horizontal muntins, exterior doors with small staggered windows, roof shingles, and historic exterior paint colors. New accessible parking and route to the front entrance will be provided along with a fully accessible interior. The building is approximately 1,090 gross square feet. The

Project includes civil, structural, mechanical, plumbing and electrical work, and fire protection.

C. All work will be performed under a single contract.

D. Period of performance: Work shall be completed within 426 calendar days of the start date provided on the Notice to Proceed. The period of performance is inclusive of 85 weather days.

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s Representative (COR) and utility companies to coordinate proposed locations, times for excavation and request location services prior to any digging operation.

A. Utility companies are: Western Electric, Golden West Telecommunications, NPS Wastewater.

BADL - 227763 01 10 00 - 2

2.2 Contractor shall be responsible for locating and preventing damage to known utilities. If contractor damage occurs, alert CO and COR as soon as safely possible, and repair utility at no additional expense to the Government. If damage occurs to an unknown utility, contact CO and COR as soon as safely possible.

2.3 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated below:

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

A. No signs or advertisements (except those specified herein and as required for safety) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

C. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 6 a.m. to 4:30 p.m., Monday through Thursday, except when otherwise indicated.

A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the CO and COR. Submit requests for work outside of the stated normal business hours to the CO and COR for approval at least 48 hours in advance of the work.

The following Federal holidays are observed by the National Park Service:

New Year Day

Martin Luther King, Jr’s Birthday

Washington’s Birthday

Memorial Day

Juneteenth National Independence Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving Day

Christmas Day

BADL - 227763 01 10 00 - 3

B. Note: Any of the above holidays falling on a Saturday will be observed on the preceding Friday;

holidays falling on Sunday will be observed on the following Monday. The specific day that each holiday is recognized for each year can be found at the following site: Federal Holidays

(opm.gov).

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Limits: Limit use of premises to construction area as shown on site plan, Sheet C001. Refrain from blocking any public parking or right of way for the Cedar Pass Lodge or cabins.

C. Driveways and Entrances: Keep access roads and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances.

D. Utilities

1. General: Cost or use charges for temporary facilities shall be included in the Contract Sum as required.

2. Water Service: Water from existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Use resources wisely and minimize waste of water.

3. Electric Power Service: Electric power from existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Power may or may not meet your construction power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.

4. Toilets: Contractor provided for contracting personnel, sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, handicap accessible (if required), sturdy enclosures with privacy locks. Coordinate with COR for approved location if not shown on attached site plan.

E. Security and Protection facilities:

1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with state and federal environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

2. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project

Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022 https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022

BADL - 227763 01 10 00 - 4

considered free of soil, seeds, and other debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools are not required.

3. Tree and Plant Protection: Provide Tree Protection fence at drip line of trees impacted in construction area. Coordinate with COR.

a. Restore damaged areas to original condition, repairing or replacing damaged trees and plants, at no additional expense to the Government.

b. Provide temporary barriers to protect existing trees and plants and root zones.

c. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

Contracting Officer Representative and remove agreed-on roots and branches that interfere with construction.

d. Do not fasten ropes, cables, or guys to trees.

e. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

4. Pest Control: Follow best practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so

Project will be free of pests and their residues at project completion. Perform control operations lawfully, using environmentally safe materials.

5. Site Enclosure Fence: N/A

6. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security.

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

3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial.

No cost specific storage and staging area’s may be discussed at the preconstruction briefing.

3.5 Preservation of Natural Features:

A. Contractor shall be responsible for coordinating all excavation and ground-disturbance work with COR and NPS Badlands Archeologists for observation of dig sites.

B. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

BADL - 227763 01 10 00 - 5

3.6 Hauling Restrictions: Contractor to verify path to site and meet state and county road requirements and height restrictions for all park work/access.

3.7 Housekeeping:

A. Keep project neat, orderly, and in a safe condition at all times.

1. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters.

2. Address Recycling: Government goal is to salvage and recycle as much nonhazardous construction waste as possible. Use sustainable methods to extent possible during this project, recycling material as is probable with local means. Maintain accurate documentary records for submittal of all recycled materials used including fly ash and slag cement.

3.8 Occupancy Requirements for Buildings:

A. Existing Buildings, Unoccupied:

1. Contractor shall be responsible for and protect the entire facility and construction site from notice to proceed through final acceptance.

2. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the entire project.

a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government acceptance.

b. Obtain a Certificate of Occupancy from the NPS before Government occupancy.

c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.

3.9 Photo Documentation:

Contractor must provide existing condition, progress and completion photos. All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted electronically by email or via CD-R Archival Gold or DVD-R

Archival Gold media with printed labels and 8 mega pixels minimum within 7 days from time of taken or as approved by COR.

A. Existing Condition Images:

BADL - 227763 01 10 00 - 6

Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.

B. Construction Progress Images:

1. Document all sub-surface work/ trenches etc. prior to backfill with photos covering enough overall field view to show location and then zoom in for details. (Locations and dimensions shall also be noted on as built drawing set.)

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within

24 hours.

C. Completion Images:

1. Document all completed work within scope of work.

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within

24 hours.

3.10 Fire and Life Safety:

As a minimum, conduct one weekly 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the CO and COR within one day after the meeting and document the meetings on the daily reports.

A. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). Take all necessary precautions to prevent fire during construction.

Provide adequate ventilation during use of volatile or noxious substances.

B. Store and handle hazardous materials in accordance with manufacturer’s and OSHA 29CFR1926

Subpart D requirements 1926 | Occupational Safety and Health Administration (osha.gov).

Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

1. Immediately report all spills of hazardous materials to the CO, COR and park.

2. Maintain a spill emergency response kit.

3. Train employees how to respond to a spill and use the emergency response kit.

3.11 Noise and Acoustics Management: N/A

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

Contractor shall coordinate and incorporate long lead and delivery time items within the schedule.

ITEM 5 - EXAMINATION OF THE SITE

https://www.osha.gov/laws-regs/regulations/standardnumber/1926

BADL - 227763 01 10 00 - 7

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids.

Contractors will be accountable for understanding existing conditions. No cost changes for items viewable during site visit will be allowed.

ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, standards and organizations which may be used in/referred within the

Construction Specifications or Special Provisions, may be found linked from the listed page below. On the home page, follow the link under “Contracting and Procurement” labeled “NPS

Reference Standards.”

https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program (APP) and providing a safe environment for all personnel and visitors.

7.2 Submittals:

A. Accident Prevention (Safety) Plan (APP): Submit a site specific accident prevention (safety) plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of responsible supervisor to carry out the program.

2. First aid and rescue procedures.

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National

Park Service personnel, and Contractor's employees. Identify the work included under each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc. A sample

JHA template may be provided upon request.

5. Planning for possible emergency situations, such as cave-ins, explosions, fires, floods, power outages, slides, tornadoes, and wind storms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies

7. Recognition that work will be performed in remote areas with limited communication or cell phone coverage if applicable.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15 minute

"toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by https://www.nps.gov/orgs/1671/do-business-with-us.htm

BADL - 227763 01 10 00 - 8

all construction personnel at the worksite. Submit a report of safety meetings and inspections to CO and COR within one day after the meeting and document the meetings on the daily reports.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting: The Contractor shall report all accidents to the CO and COR as soon as safely possible and assist the CO and COR and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide access to facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7.7 Personal Protective Equipment (PPE): It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA

29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. All PPE will be serviceable at all times. At a minimum, maintain two (2) sets of PPE including hard hats and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state and local regulations, and as outlined within the operator's Safety or Hazardous

Materials Business Plan.

A. If a spill, leak or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the National Park Service Emergency Dispatch.

BADL - 227763 01 10 00 - 9

ITEM 8 - PRECONSTRUCTION CONFERENCE

If the Contracting Officer decides to conduct a preconstruction conference, the successful offeror will be notified and will be required to attend. The Contracting Officer’s notification will include specific details regarding the date, time, and location of the conference, any need for attendance by subcontractors, and information regarding the items to be discussed. See Item 9.1C below.

ITEM 9 - SUBMITTALS

9.1 General Submittal Procedures:

A. General: Prepare and submit submittals required by individual Technical Specification

Sections. Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using

National Park Service form CM-16 form. The form will be provided by the Contracting

Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit completed CM-16 forms to the CO and the COR

B. Submittal List: administrative required submittals are listed below in 9.1.C and does not include technical section submittal requirements included in each technical section.

C. Preconstruction Conference Submittal: Satisfactory evidence of liability insurance coverage and workman’s compensation, and any applicable bonds, must be submitted within 10 calendar days of Notice of Award. The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to

Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the

Pre-Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule. (Must include shop drawings, procurement time including long lead time items, mobilization, trade work progression and completion at minimum.)

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention (Safety) Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Quality Control Plan.

8. Waste Management Plan.

9. Contractors Commissioning Plan.

10. Historic Preservation Treatment Plan Submitted to NPS.

BADL - 227763 01 10 00 - 10

9.2 Shop Drawings, Product Data, and Samples: Contracting Officer will provide sample cover sheet.

A. Shop Drawings: Indicate all coordinating materials and work impacting the installation coordination, connection details, anchorage requirements, hardware locations, and installation details and locations.

1. Submit Shop Drawings according to Part 9.1 of this section to include one digital file

(.PDF or .TIF) and two full size hardcopy documents to COR.

B. Product Data: Provide component construction and specification data sheets, anchorage requirements and any other product specific data.

1. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to COR.

C. Samples: Submit 2 color samples 4” x 6” minimum in size for all color and product selection.

Paint samples shall be actual paint finish drawdown for all project colors.

1. Submit Samples CM-16 Transmittal Form according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and physical samples of actual material to COR.

D. For submittals specified above, forward submittals to Contracting Officer and COR at least

15 days before need for approval (depends on length of project).

E. After approving submittals, Contracting Officer and/or COR will return one copy to the

Contractor. If submittals are not approved, Contracting Officer will return all copies to

Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals: If an item in this solicitation is identified as “brand name or equal” or lists more than 1 manufacturer, the description of the proposed item must reflect the characteristics and level of quality that will satisfy the Government’s needs as demonstrated by the salient physical, functional, or performance characteristics that “equal” products must meet and/or exceed that as specified in the solicitation or relevant specification.

A. For each item proposed as an “approved equal,” submit supporting data, including:

1. Drawings and samples as appropriate.

2. Comparison of the characteristics of the proposed item with that specified and with the salient characteristics provided.

3. Changes required in other elements of the work because of the substitution.

4. Name, address, and telephone number of vendor.

BADL - 227763 01 10 00 - 11

5. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.

Describe availability of maintenance service, and state source of replacement materials.

B. A request for approval constitutes a representation that Contractor:

1. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

2. Will provide the same warranties for the proposed item as for the item specified.

3. Has determined that the proposed item is compatible with interfacing items.

4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5. Waives all claims for additional expenses that may be incurred as a result of the substitution.

C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

9.4 Progress Reporting: The initial Construction Schedule and Schedule of Values are required a minimum of one week prior to the Preconstruction Conference. After the Notice to Proceed is issued and after on-site work begins, progress will be documented via daily logs and by providing an updated Construction Schedule and Schedule of Values when requested; but minimally with each pay application. Submit digital copy electronically (PDF preferred) of all required documents. Construction Schedules are normally in bar chart form and indicate estimated starting and completion dates for each part of the work. For a pay application to be reviewed and processed in a timely manner, the following information must either be submitted prior to or accompany submission of the pay application:

A. Daily/weekly progress reports during construction as part of the administration process.

B. Updated Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values format may be provided upon request.

ITEM 10 – TEMPORARY SERVICES

10.1 It is the Contractor’s responsibility to provide temporary services, equipment, tools, and skilled labor as required for the chosen means and methods to perform the work in accomplishing this

Contract.

BADL - 227763 01 10 00 - 12

ITEM 11 - PROJECT CLOSEOUT

11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures working toward Final Acceptance.

11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. Move attic stock to location coordinated with COR. At time of final inspection, project shall be thoroughly clean and ready for intended use. Inspector holds the right to reschedule if project is not ready for inspection.

11.3 Completion and Final Inspection: Contractor shall submit written certification of project completion and request a final inspection to the Contracting Officer and COR. The Contracting

Officer or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

A. If the work is determined to be complete following the final inspection with minor comments, the COR will prepare and provide the Contractor a Punch List noting outstanding items to be addressed.

B. If the work is not determined to be complete following the final inspection, the Contracting

Officer will notify Contractor in writing, stating reasons. Contractor, after completing the work according to the Contract Documents, shall resubmit completion and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 30 calendar days or a time directed by the

CO.

D. Once Contractor completes all items of work on the Punch List and all contractually required items are accepted, Contracting Officer will issue Letter of Final Acceptance of Work and request the final pay application.

E. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

F. Disposition of any permits and warranties required by the specifications in this section.

11.4 Final Acceptance of the Work: After all punch list deficiencies have been corrected, a Letter of

Final Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

11.5 Warranties

BADL - 227763 01 10 00 - 13

A. Construction Warranty shall be based on date of final acceptance of the work and remain in effect for one year.

B. Provide all manufacturer warranty information of products installed organized by Division.

All contact information, extent of coverage and conditions shall be clearly noted as well as date of overall final acceptance.

C. Information shall include operation and maintenance manuals for each warranted product.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

BADL - 227763 01 35 91 - 1

012721 HISTORIC PRESERVATION TREATMENT PROCEDURES

NPS DSC Division 1 Specifications National Park Service (NPS) - Denver Service Center (DSC) | 1-27-21

Badlands National Park, PMIS 227763

SECTION 01 35 91 - HISTORIC PRESERVATION TREATMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes special procedures for historic treatment on Project including, but not limited to:

1. Definitions

2. Submittals

3. Quality Assurance

4. Storage and protection of existing historic materials

5. Project site conditions

6. Historic Preservation Treatment Plan

7. Protection, General

8. Protection during application of chemicals

9. Protection during use of heat-generating equipment

10. Historic preservation treatment procedures

1.2 DEFINITIONS

A. "Preservation" - To apply measures necessary to sustain existing form, integrity, and materials of historic property. Work may include preliminary measures to protect and stabilize the property.

B. "Rehabilitation" - To make possible a compatible use for property through repair, alterations, and additions while preserving those portions or features that convey its historical, cultural, or architectural values.

C. "Restoration" - To accurately return form, features, and character of a property to its appearance at a particular period of time by means of removal of features from other periods in its history and repair and reconstruction of missing and deteriorated features from the restoration period.

D. "Reconstruction" - To reproduce in exact form and detail, a building, structure, or artifact as it appeared at a specific period in time. Reconstructed elements do not possess historic integrity in their own right since they are not original fabric.

E. "Stabilize" - To apply measures designed to reestablish a weather-resistant enclosure and structural reinforcement of an item or portion of the building while maintaining essential form as it exists at present. This level of intervention is aimed at retarding or arresting adverse impacts to structures.

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.

BADL - 227763 01 35 91 - 2

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 in its entirety, a historic element or feature by matching its historic pattern, detail and appearance. Replacement is justified when original or historic elements are damaged beyond repair or are missing. Replacement conditions and methods include:

1. Replacement with Original or Historic Fabric: Includes fabric salvaged from other locations or projects having identical architectural qualities. Duplication of appearance using identical material possessing historical significance.

2. Replacement with New Materials: Includes replacement with new material of like kind

(custom fabricated of manufactured). Duplication of appearance using like material.

3. Replacement with Substitute Materials: Includes replacement with a compatible substitute that is frequently contemporary and unlike the historic fabric. Duplication of appearance using modern (non-traditional) material Use of substitute materials is not approved unless matching materials are not available.

I. "Remove" - To demolish or 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 Salvage" - To detach items from existing construction and deliver them to

Contracting Officer (CO) or designee.

K. "Remove and Reinstall" - To detach items from existing construction, repair and prepare for reuse, and reinstall where indicated.

L. "Existing to Remain" or "Retain" - Existing items of construction not to be removed and not otherwise indicated to be removed and salvaged or removed and reinstalled.

M. "Material in Kind" - Material that closely matches existing materials through comparison of architectural qualities and salient characteristic such as species, cut, color, grain, dimension, profile, thickness, and finish.

1.3 SUBMITTALS

A. Historic Preservation Treatment Plan:

1. After contract award and before Pre-Construction conference, submit for approval a written

Historic Preservation Treatment Plan (HPTP).

2. If the plan requires revisions or corrections, Contractor shall resubmit plan within 10 days.

3. No change in approved plan may be made without written concurrence by Contracting

Officer.

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

BADL - 227763 01 35 91 - 3

use on other, comparable projects, and program of testing to demonstrate effectiveness for use on this Project.

C. Photographs or Videotape: In accordance with Section 01 10 00 "Photographic Documentation," show existing conditions of adjoining construction and site improvements including finish surfaces that might be misconstrued as damage caused by historic treatment operations. Submit before work begins.

1.4 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. Protect items from damage during storage.

3. 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 as designed.

B. Storage and Protection: When removed from existing location, store historic materials within weather-tight enclosure protected from wetting by rain, snow, or ground water, and temperature variations. Secure stored materials to protect from theft or damage.

1. Identify removed items with an inconspicuous mark indicating original location.

2. Develop key plan when many similar items are scheduled for removal and reinstallation.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 HISTORIC PRESERVATION TREATMENT PLAN

A. Prepare written plan for preservation work covering preservation components of project. Plan shall verify construction strategy and intent is compatible with Department of the Interior’s (DOI) standards for Treatment of Historic Properties, guidelines for Treatment of Cultural Landscapes, and National Park Service management policies for cultural resources. Plan shall satisfy both project scope and resource protection requirements. Plan shall include:

1. Organized list of preservation components of project, systems, and tasks

2. Staging and sequence of work

3. Disassembly and reassembly techniques and steps

4. Equipment and tools required

5. Supplies and materials with manufacturer or supplier identified

6. Skilled trades and crafts required

7. Protective measures

8. Seasonal limitations on work

9. Alternative means if primary treatment method is unfeasible

BADL - 227763 01 35 91 - 4

10. Work conducted off-site (Approval from Contracting Officer required prior to taking resources off-site).

3.2 PROTECTION, GENERAL

A. Protect landscape work adjacent to or within work areas as follows:

1. Provide barriers to protect tree trunks.

2. Bind spreading shrubs.

3. Coverings shall allow plants to breathe. Remove coverings at end of day. Do not cover plant material with waterproof membrane more than 8 hours at a time.

4. Set scaffolding and ladder legs away from plants.

B. Existing Drains: Prior to start of work or cleaning operations, test drains and other water removal systems to ensure drains and systems function properly. Notify Contracting Officer immediately of stopped or blocked drains or systems. Do not begin Work of this Section until drains are in working order.

1. Provide method to prevent solids including stone or mortar residue from entering drains or drain lines. Clean out drains and drain lines blocked or filled because of work performed under this Contract.

3.3 PROTECTION DURING APPLICATION OF CHEMICALS

A. Protect persons, motor vehicles, building site, plants, and surrounding buildings from harm or damage resulting from applications of chemical cleaners and paint removers.

B. Comply with requirements in Section 01 10 00.

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 outside park boundaries.

E. Dispose of runoff from chemical operations by legal means and in a manner preventing soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors.

3.4 HISTORIC PRESERVATION TREATMENT PROCEDURES

The principal aim of preservation work is to halt the process of deterioration and stabilize the item's condition to sustain the integrity of the historic element, feature or structure being preserved. Cyclic maintenance is often required as well as repair work. 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.

BADL - 227763 01 35 91 - 5

3. Use reversible processes wherever possible.

4. Use traditional replacement materials and techniques if possible. New work shall be distinguishable from old work and original materials and techniques.

5. Record repair work during construction with periodic construction photos and daily inspection reporting. Photo documentation is specified in Section 01 10 00, refer to paragraph "Photographic Documentation."

B. Prohibit smoking by personnel performing work on or near historic structures.

C. Notify Contracting Officer of visible changes in integrity of material or components 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 work in question until directed by Contracting Officer.

D. Where Work requires existing features to be removed, cleaned, and reinstalled, perform operations without damage to material itself, to adjacent materials, or to substrate.

E. Identify new or replacement materials and features with inconspicuous, permanent marks to distinguish from original materials. Record legend of identification marks and locations of these marks on Record Drawings.

F. When cleaning, match samples of existing materials that have been cleaned and identified for acceptable cleaning levels. Avoid over-cleaning to prevent damage. Use gentlest methods available. Initiate cleaning using hand cleaning methods before introducing power cleaning methods and equipment.

END OF SECTION 01 35 91

Accessibility Inspection Report Sample, 2-14-19 | page 1 of 14

Accessibility Inspection Report Form Buildings and Facilities

(Contractor Quality Control (CQC) & Final) National Park Service (NPS) - Denver Service Center (DSC) | 2-14-19

Park: Badlands National Park Project Management Information System (PMIS) Number: 227763 Project: Rehab Cedar Pass Cottage Contract Number: Report Number:

Date of Inspection: Final Inspection: Yes No

Notes & Requirements This report covers the most common accessibility requirements. Expand this form for elements not shown. Inspect for compliance with requirements of Architectural Barriers Act Accessibility Standards (ABAAS). Use applicable sections for each inspection. The inspection form is not comprehensive for all ABAAS requirements or all designs. (Images shown on this report are screen captures from Access- Board.gov > Architectural Barriers Act (ABA) Standards.)

Measuring Outdoor Improvements A measuring device shall be capable of measuring to a precision of 1/16 inch. Angular or slope measuring devices shall be capable of measuring to a precision of 0.1 degree. Elevation measuring devices shall be capable of measuring to a precision of 0.01 feet. Measure slope/cross-slope by subtracting elevations and dividing by distance. Measure flatness using a 10 foot metal straightedge with not to exceed 1/4 inch space between hard surface and metal edge. ABAAS requirements identified in this sample refer to post construction measurements which include construction tolerances.

Upon completion of work, Construction Contractor shall complete a final accessibility inspection. List deficiencies in Section 10 and add to punch list. Correct deficiencies in a timely manner. ABAAS construction non-compliance will be replaced at Construction Contractor’s expense unless authorized by Contracting Officer (CO). File this report with CQC Daily Report in official project files.

1. Parking Spaces & Passenger Loading Zones Access-Board.gov > ABA Standards > Chapter 4 Accessible Routes > 406 Curb Ramps & Chapter 5 General Site and Building Elements > 502 Parking Spaces:

Procedure:

Attach copy of grading plan with each…