Att_13_Project_Manual_Final_Stamped_Vol_1_of_2__1_23_24pdf.pdf

YELLOWSTONE NATIONAL PARK

OLD FAITHFUL AREA

LAUREL DORM REHABILITATION

YELL

312116

PROJECT SPECIFICATIONS

VOLUME 1 OF 2

NATIONAL PARK SERVICE (NPS)

DENVER SERVICE CENTER (DSC)

FEBRUARY 2024

02.29.202402.29.2024

02.29.2024 02.29.2024

LAUREL DORMITORY REHABILITATION

YELLOWSTONE NATIONAL PARK, WYOMING

TABLE OF CONTENTS TOC - 1

TABLE OF CONTENTS

The following listed documents comprise the Table of Contents for the LAUREL DORMITORY REHABILITATION, OLD FAITHFUL AREA, YELLOWSTONE NATIONAL PARK, WYOMING. If the numerical sequence of Sections or Divisions is interrupted, such interruptions are intentional.

TABLE OF CONTENTS – VOLUME 1

SPECIAL NOTICES

OVERSIZE TRAVEL RESTRICTIONS

FIRE WATCH NOTICE

HOT WORK PERMIT

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

011100 SUMMARY OF WORK

012601 CONTRACT MODIFICATION PROCEDURES

012601A AIA G714-2017 Construction Change Directive

012700 DEFINITION OF CONTRACT LINE ITEMS

013100 PROJECT MANAGEMENT AND COORDINATION

013100A Bulletin Form 013100B AIA G716-2004 Request for Information (RFI Form)

013216 CONSTRUCTION SCHEDULE

013233 PHOTOGRAPHIC DOCUMENTATION FOR HISTORIC PRESERVATION

PROJECTS

013323 SUBMITTAL PROCEDURES

013323A Submittal List

013513.22 ARCHEOLOGICAL PROTECTION

013523 SAFETY REQUIREMENTS

013543 HAZARDOUS MATERIAL ABATEMENT GENERAL REQUIREMENTS

013591 HISTORIC PRESERVATION TREATMENT PROCEDURES

014000 QUALITY REQUIREMENTS

014000A Statement of Structural Tests and Special Inspections 014000B NPS Universal Design and Accessibility Scoping Form for ABAAS Facilities 014000C Contractor’s Quality Control Daily Report Form 014000D Daily Test Report Information Form

014200 REFERENCE STANDARDS

015000 TEMPORARY FACILITIES AND CONTROLS

015719.11 INDOOR AIR QUALITY MANAGEMENT

015719.12 NOISE & ACOUSTICS MANAGEMENT

015723 TEMPORARY STORM WATER POLLUTION PREVENTION

015750 TRAFFIC CONTROL

016700 PRODUCT REQUIREMENTS

016700A Affirmative Procurement Reporting Form 016700B Substitution Request Form

017340 EXECUTION

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017419A Project Waste Management Plan Worksheet

TABLE OF CONTENTS TOC - 2

017700 CLOSEOUT PROCEDURES

017700A Closeout and Operation & Maintenance Requirements

017823 OPERATION AND MAINTENANCE DATA

017823A Equipment Data Sheet

017900 DEMONSTRATION AND TRAINING

018113 SUSTAINABLE DESIGN REQUIREMENTS

018913 SITE PREPARATION FOR ABATEMENT SERVICES

019114 TOTAL BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

020100 MAINTENANCE OF EXISTING CONDITIONS

021100 SUMMARY OF REMOVAL AND ABATEMENT WORK

024100 SITE DEMOLITION AND SALVAGE

024119 SELECTIVE DEMOLITION

028100 REMOVAL OF UNIVERSAL WASTE AND MISCELLANEOUS HAZARDOUS

MATERIALS

028213 ASBESTOS ABATEMENT REQUIREMENTS

DIVISION 03 – CONCRETE

033000 CAST-IN-PLACE CONCRETE

033500 CONCRETE SIDEWALKS

DIVISION 05 – METALS

051200 STRUCTURAL STEEL FRAMING

053100 STEEL DECKING

055000 METAL FABRICATIONS

055113 METAL PAN STAIRS

055213 PIPE AND TUBE RAILINGS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061600 SHEATHING

061800 GLUED-LAMINATED CONSTRUCTION

062013 EXTERIOR FINISH CARPENTRY

063000 EXTERIOR WOOD CLEANING

064023 INTERIOR ARCHITECTURAL WOODWORK

064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

071919 SILICONE WATER REPELLENTS

072100 THERMAL INSULATION

072119 FOAMED-IN-PLACE INSULATION

072650 VAPOR BARRIER

072651 UNDERSLAB WATERPROOFING

072700 SELF-ADHERING VAPOR PERMEABLE AIR AND WATER BARRIERS

072710 AIR BARRIERS

073129 WOOD SHINGLES FOR ROOFS

073129.13 WOOD SHINGLES FOR WALLS

074210.11 COMPOSITE FRAMING SUPPORT SYSTEM

075419 POLYVINYL-CHLORIDE (PVC) ROOFING

076200 SHEET METAL FLASHING AND TRIM

077200 ROOF ACCESSORIES

078123 INTUMESCENT FIRE PROTECTION

078413 PENETRATION FIRESTOPPING

079200 JOINT SEALANTS

TABLE OF CONTENTS TOC - 3

DIVISION 08 – OPENINGS

080314 HISTORIC TREATMENT OF WOOD DOORS

080352 HISTORIC TREATMENT OF WOOD WINDOWS

081416 FLUSH WOOD DOORS

081433 STILE AND RAIL WOOD DOORS

083113 ACCESS DOORS AND FRAMES

083123 FLOOR DOORS

083483 ELEVATOR DOOR SMOKE CONTAINMENT SYSTEM

085200 WOOD WINDOWS

087100 DOOR HARDWARE

088000 GLAZING

DIVISION 09 – FINISHES

092116.23 GYMPSUM BOARD SHAFT WALL ASSEMBLIES

092613 GYMSUM VENEER PLASTERING

092900 GYPSUM BOARD

093013 CERAMIC TILING

096400 WOOD FLOORING

096513 RESILIENT BASE AND ACCESSORIES

096516 RESILIENT SHEET FLOORING

096519 RESILIENT TILE FLOORING

096813 TILE CARPETING

099100 PAINTING

099310 EXTERIOR WOOD PRESERVATION TREATMENT

DIVISION 10 – SPECIALTIES

101400 SIGNAGE

101453 TRAFFIC SIGNAGE

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

104400 FIRE EXTINGUISHERS AND FIRE PROTECTION CABINETS

DIVISION 11 – EQUIPMENT

110810 INTERIOR CLIMATE MONITORING SYSTEM

113013 RESIDENTIAL APPLIANCES

DIVISION 12 – FURNISHINGS

122413 ROLLER WINDOW SHADES

123661.19 QUARTZ AGGLOMERATE COUNTERTOPS

DIVISION 14 – EQUIPMENT

14123.16 MACHINE ROOM-LESS ELECTRIC TRACTION PASSENGER ELEVATORS

END OF VOLUME 1

VOLUME 2

DIVISION 21 - FIRE SUPPRESSION

211313 FIRE SPRINKLER SYSTEM

DIVISION 22 – PLUMBING

220000 PLUMBING GENERAL REQUIREMENTS

220500 COMMON WORK RESULTS FOR PLUMBING

220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

TABLE OF CONTENTS TOC - 4

220518 ESCUTCHEONS FOR PLUMBING PIPING

220519 METERS AND GAGES FOR PLUMBING PIPING

220523 GENERAL DUTY VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

220593 TESTING, ADJUSTING AND BALANCING FOR PLUMBING

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221123 DOMESTIC WATER PUMPS

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

221429 SUMP PUMPS

223300 ELECTRIC, DOMESTIC-WATER HEATERS

224100 RESIDENTIAL PLUMBING FIXTURES

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

230000 MECHANICAL GENERAL REQUIREMENTS

230500 COMMON WORK RESULTS FOR HVAC

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230548 VIBRATION AND SEISMIC CONTROL FOR HVAC

230553 IDENTIFICATION FOR HVAC DUCTING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 DUCT INSULATION

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233423 HVAC POWER VENTILATORS

233713 DIFFUSERS, REGISTERS, AND GRILLES

233723 HVAC GRAVITY VENTILATORS

233726 FIXED METAL LOUVERS

237223.19 PACKAGED INDOOR FIXED PLATE ENERGY RECOVERY UNITS

238213 VALANCE HEATING AND COOLING UNITS

DIVISION 26 – ELECTRICAL

260000 ELECTRICAL GENERAL REQUIREMENTS

260519 ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY

262413 SWITCHBOARDS

262416 PANELBOARDS

262713 UNDERGROUND ELECTRIC SERVICE

262726 WIRING DEVICES

262813 FUSES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

262913 ENCLOSED CONTROLLERS

264113 LIGHTING PROTECTION FOR STRUCTURES

265100 INTERIOR LIGHTING

265600 EXTERIOR LIGHTING

TABLE OF CONTENTS TOC - 5

DIVISION 27 – COMMUNICATIONS

270528 PATHWAYS FOR COMMUNICATION SYSTEMS

271500 VOICE AND DATA WIRING SYSTEMS

271533 COMMUNICATIONS COAXIAL HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

284621.11 ADDRESSABLE FIRE-ALARM SYSTEMS

DIVISION 31 – EARTHWORK

310000 EARTHWORK

310525 UTILITY LINE MARKING

311100 CLEARING & GRUBBING

312700 AGGREGATE BASE

DIVISION 32 – EXTERIOR IMPROVEMENTS

320000 TREE PROTECTION

321213 ASPHALT PRIME AND/OR TACK COAT

321216 ASHPALT CONCRETE PAVEMENT

321373 CONCRETE PAVING JOINT SEALANT

321723 PAVEMENT MARKINGS

323300 LANDSCAPING AND SITE FURNISHINGS

329220 SEEDING

DIVISION 33 – UTILITIES

330523.13 DIRECTIONAL DRILLING

331213 WATER DISTRBUTION SYSTEM

331216 SANITARY SEWER COLLECTION SYSTEMS

334000 FOUNDATION DRAIN

END OF TABLE OF CONTENTS – VOLUME 2

YELLOWSTONE NATIONAL PARK, WYOMING

SIZE AND WEIGHT LIMITATIONS OF TRAFFIC ON YELLOWSTONE NATIONAL PARK ROADS

AN OVERSIZE LOAD IS ONE THAT IS WIDER THAN 8’6” OR LONGER THAN 75’ LEGAL SIZE AND UNDER CAN TRAVEL PARK ROADS1

STATUTORY SIZE AND WEIGHT LIMITS ESCORT REQUIREMENTS SIGN REQUIREMENTS

Width: 8’7” to 10’ 1

10’1” to 11’ 1,2

11’1” to 18” 1, 2

None required.

Front required. Rear required also if load extends over center line, road closures may be required 1,2

Front and rear required, road closures may be required 1,2

Height: 13’6” and Over

(OF Overpass 16’ Northbound, 17’ Southbound)

It is the responsibility of permittee to ensure that load can safely traverse planned route. If it is necessary to lift overhead wires, cost will be borne by permittee.

Length: Total longitudinal dimension of any vehicle or combination of vehicles, including power unit or any load holding device.

75’- Combined length in a truck-tractor, semi-trailer, trailer combination: 48’ maximum for semi-trailer and 40’ maximum for trailer. The longest trailer, not including connecting mechanisms shall be the first unit behind the truck tractor.

75’ to 99’11” 1,2

100’ and over 1,2

No combination of vehicles shall consist of more than three single vehicles.

None required.

Front required, road closure/s may be required. 1,2

Front and rear required, road closure/s may be required. 1, 2

Weight:3 single axle 20,000lbs two-axle tandem 34,000lbs three-axle tandem 42,000lbs

No escorts are required based on vehicle weight 3

All Oversize Loads

Front and rear signs which read “OVERSIZE

LOAD”; yellow, at least 60” wide by 10” high, with black lettering 8” high by 1” wide. Signs must be clean, fully visible, and shall not cover lights on vehicle.

Escort Vehicles

Signs that read “OVERSIZE LOAD” visible to approaching traffic; yellow, at least 60” wide by 10” high, with black lettering 8” high by 1” wide. Signs must be clean, fully visible, and shall not cover lights on vehicle.

YELLOWSTONE NATIONAL PARK, WYOMING

1. ALL OVERSIZE travel restricted to night travel- 9:00 p.m. to 9:00 a.m. between Friday of Memorial Day Weekend and Labor Day. See Reverse.

2. Contact the Visitor Services Office for approval (307) 344-2115 or 344-2106. If transport of oversize loads necessitates a road closure, the cost will be borne by the permittee.

3. Weight limit restrictions apply to some park bridges, check with the Visitor Services Office at (307) 344-2115.

Until late in June, a weight limit of 350 lb./inch width of tire is in effect. After road conditions improve (which is determined by the Chief of Maintenance), the limitations are raised to 450 lb./inch. Gross vehicle weight may exceed 80,000 lbs. only if it is in accordance with Montana and Wyoming State requirements pertain to number of axles and bridge length

(distance between the extremes of any group of two or more consecutive axles) and weight does not exceed Federal Highway Load Factor Limits for specific park bridges.

Gross weight is defined as the total weight of a vehicle and vehicle combinations including the weight of any load carried in or on a vehicle or vehicle combination.

OVERSIZE RESTRICTIONS

1. Permits are required for vehicles and loads that exceed the above statutory limits.

2. Due to peak visitation from Friday before Memorial Day through Labor Day, travel for any vehicles exceeding the statutory limits is restricted to night- 9:00 p.m. to 9:00 a.m. If an oversize loaf requires temporary road closures, the National Park Service will determine the time that travel is permitted.

3. Vehicles transporting petroleum products within the park shall be prohibited during peak visitation times and dates and must meet requirements in Yell-307.

4. All oversize loads or cargoes or portions thereof will be adequately lashed or secured to the bed of the vehicle.

5. Oversize movements must display yellow warning signs that read “OVERSIZE LOAD” visible from the front and rear. The signs must be at least 60 inches wide by 10 inches high, and the lettering must be black, 8 inches high, with 1-inch lettering. The signs shall be kept in a clean condition, fully visible, and shall not cover lights on the vehicle.

6. Escort vehicles must display yellow warning signs, visible to approaching traffic that reads “OVERSIZE LOAD”. The signs must be at least 60 inches wide by 10 inches high, and the lettering must be black, 8 inches high, with 1-inch lettering. The signs shall be kept in a clean condition, fully visible, and shall not cover lights on the vehicle.

7. All headlights, tail lights, and running lights of all escort and oversize movements will be on at all times while vehicle is on roadway.

8. Projections extending more than 12 inches beyond the body of the vehicle or load must be marked with a clean, bright red flag at least 12 inches square.

9. Maximum speed of any oversize vehicle or vehicles shall be 35 mph.

10. Oversize and escort vehicles will use roadside turnouts and parking areas whenever possible to permit passage of vehicles and to maintain a free flow of traffic.

12. Any equipment breakdowns or stoppages involving partial or complete blocking of roadway will necessitate flagmen and adequate markers on each side of the convoy unit to allow safe passage of other traffic.

The above special requirements shall not apply to snow removal equipment or to the transportation of petroleum or asphalt products required to repair or maintain roads within

Yellowstone National Park. These vehicles will adhere to traffic control regulations specified in NPS-50.

YELLOWSTONE NATIONAL PARK, WYOMING

FIRE WATCH NOTICE - 1 -

FIRE WATCH NOTICE

Contractor shall be responsible for providing a qualified “Fire Watcher,” an individual responsible for 24-hour, 7-days per week fire-watch when the existing automatic fire sprinkler protection is disabled or not operable at anytime during the construction period – without exception.

Per NFPA 1 a “Fire Watcher” is:

“A person assigned to be in an area for the express purpose of notifying the fire department of an emergency, preventing a fire from occurring, extinguishing small fires, or protecting the public from fire or life safety dangers addressed in this Code. Specific requirements for personnel, their training, and any equipment are found in the appropriate sections of this Code.”

Contractor shall provide written 72-hours advanced notice to the Owner prior to enacting a fire-watch period.

Contractor shall submit to the Owner all requirements and applicable training certificates for “Fire Watcher” personnel.

Contractor shall insure no “hot work” is performed in any area where the existing automatic fire sprinkler system is disabled or not operational. Contractor to reference mandatory NFPA 1, Chapter 41.2.3 “Fire Safety During Construction” and at a minimum, comply with the following: Fire Watch is required in any area exceeding 400 square feet of floor area (including, but not limited to, crawlspaces, attics, and concealed combustible areas) not protected by the existing enabled automatic fire sprinkler system or new operable automatic fire sprinkler system.

At all times during a period of fire watch, the contractor shall provide adequate fire extinguisher quantities and locations, as required by Specification Section 024119 “Selective Demolition” and Section 013523 “Safety Requirements.” Coordinate with the Owner to identify a designated prior-approved authority who shall be in immediate radio contact with Fire Watch personnel at all times during a period of fire watch. Fire Watch personnel shall be provided with adequate 2-way radios to provide immediate notification to a prior-approved authority

INSTRUCTIONS

BEFORE INITIATING HOT WORK, ENSURE PRECAUTIONS ARE IN PLACE!

MAKE SURE AN APPROPRIATE FIRE EXTINGUISHER IS READILY AVAILABLE.

Required Precautions Checklist

SIGNED:

Hot Work Permit

This Hot Work Permit is required for any operation involving open flames or producing heat and/or sparks. This includes, but is not limited to: Brazing, Cutting, Grinding, Soldering, Thawing Pipe, Torch Applied Roofing, and Cadwelding.

□ Available sprinklers, hose streams and extinguishers are in service and operable.

□ Hot Work equipment in good repair.

Requirements within 35 ft. (10 m) of work

□ Flammable liquids, dust, lint and oil deposits removed.

□ Explosive atmosphere in area eliminated.

□ Floors swept clean.

□ Combustible floors wet down, covered with damp sand or fire-resistant sheets.

□ Remove all combustibles where possible.

Otherwise, protect with fire-resistant tarpaulins or metal shields.

□ All wall and floor openings covered.

□ Fire-resistant tarpaulins suspended beneath work.

Work on walls or ceilings/enclosed equipment

□ Construction is noncombustible and without combustible covering or insulation.

□ Combustibles on other side of walls moved away.

□ Danger exists by conduction of heat into another area.

□ Enclosed equipment cleaned of all combustibles.

□ Containers purged of flammable liquids/vapors.

Fire watch/Hot Work area monitoring

□ Firewatch will be provided during and for

(30 minutes) after work, including any coffee or lunch breaks.

□ Firewatch is supplied with suitable extinguishers.

□ Firewatch is trained to use equipment and in sounding alarm.

□ Firewatch may be required for adjoining areas, above, and below.

□ Monitor Hot Work area for 30 minutes after job is completed.

Other Precautions Taken

□ Confined space entry permit required.

□ Is area protected with smoke and heat detection.

□ Ample ventilation to remove smoke/vapor from work area.

□ Lockout/tagout required.

THIS PERMIT IS GOOD FOR ONE

DAY ONLY!

PERMIT

EXPIRES

IN THE EVENT OF AN EMERGENCY DIAL 911 AND USE

YOUR FACILITIES EMERGENCY PROCEDURES.

A. Verify precautions listed at right (or do not proceed with the work).

B. Complete and retain.

C. Issue COPY to person doing job.

DATE: LOCATION:

HOT WORK BEING DONE BY

□ EMPLOYEE

□ CONTRACTOR _____________________

I verify the above location has been examined, the precautions checked on the required precautions checklist have been taken to prevent fire, and permission is authorized for work.

NAME OF PERSON DOING WORK:

NAME OF FIREWATCHER:

DATE: TIME:

NATURE OF PROJECT:

YELLOWSTONE NATIONAL PARK, WYOMING

YELL- 312116 011100 - 1

051121 SUMMARY OF WORK

SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Old Faithful Area, Yellowstone National Park, Wyoming.

B. Project Background: The Laurel Employee Dormitory at Old Faithful was constructed in 1925 and contributes to the Old Faithful Historic District and the Old Faithful Cultural Landscape. It is also adjacent to and within the immediate context of the Old Faithful Inn National Historic Landmark. Recent condition assessments of the Laurel Dormitory have revealed multiple deficiencies associated with the building structure and related mechanical and electrical systems due to the age of the building. Although sporadically updated over the years many of the building components are well beyond their design lives and are showing signs of advanced deterioration.

These deficiencies include structural, mechanical, and health/life safety issues as well as a lack of meeting current accessibility standards.

C. The Work consists of:

1. The Laurel Dormitory will be reconfigured from its existing condition consisting of 44 dormitory style rooms with shared bathing facilities to provide a mix of efficiency, one, and two-bedroom apartment units for housing National Park Service personal and partners.

The work includes, but is not limited to: all site work, utility infrastructure modification, selective demolition, structural upgrades, restoration, repair, new construction, mechanical, plumbing, electrical, fire suppression and detection, exterior envelope, architectural finishes, elevator, and associated work to the Laurel Dormitory and adjacent Laundry Building to accomplish the reconfiguration, rehabilitation, and conservation of the structures.

2. The existing building is listed on the National Register of Historic Places as a contributing structure to the Old Faithful Historic District and Old Faithful Cultural Landscape. As such, all work shall be completed in accordance with the Secretary of the Interior Standards for the Treatment of Historic Properties and associated guidelines for preserving, rehabilitating, restoring, and reconstructing historic buildings. The general treatment approach includes rehabilitation of the interior of the structure with various restoration, repair, and reconstruction approaches occurring at the building exterior. Overall it is the intent and goal of this project to preserve the building in-situ, retain the character defining features, restore missing or modified features, and mitigate conditions that are causing and have the potential to lead to further deterioration of the structure while providing for the new functions of the building.

3. Following the Secretary of the Interior’s Standards, historical materials will be preserved to the maximum extent possible: It shall be the goal that materials will be repaired rather than replaced wherever possible, and when historical fabric has deteriorated beyond repair, the materials will be replaced in-kind (matching the historic in every regard).

D. Project will be constructed under a single prime contract in a single phase.

E. Historic Preservation Criteria Documents: As applicable to maintenance, preservation, and modifications allowable to the structure and it surroundings, the following documents are incorporated into the definition of “the code” for purposes of this project. As applicable, Yellowstone National Park Service Cultural Resources and the Wyoming State Historic

YELLOWSTONE NATIONAL PARK, WYOMING

YELL- 312116 011100 - 2

051121 SUMMARY OF WORK

Preservation Officer through the Contracting Officer or their designated Authority shall have the final authority for determining compliance.

1. National Historic Preservation Act of 1966

2. Secretary of the Interior’s Standards for the Treatment of Historic Properties

3. Secretary of the Interior’s Guidelines for the Treatment of Historic Properties

4. Secretary of the Interior’s Guidelines for the Treatment of Cultural Landscapes

1.2 WORK UNDER OTHER CONTRACTS

A. General: Cooperate with separate contractors that may be awarded projects within the general areas of the work so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this Contract with work performed under separate contracts.

1.3 GOVERNMENT-FURNISHED MATERIALS

A. In case of Government-furnished materials:

1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.

2. Contractor is responsible for initial inspection, receiving, unloading, and handling Government-furnished items at Project site.

3. Government will inspect delivered items for damage after delivery. Contractor shall be present for and assist in Government's inspection.

4. Government will arrange for replacement if Government-furnished items are damaged, defective, or missing.

5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government-furnished items into Work.

1.4 CONTRACTOR USE OF SITE

A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.

B. Storage of Materials: Confine storage of materials to staging & storage area(s) shown on plans.

C. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

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

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

Contracting Officer (CO) and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

YELLOWSTONE NATIONAL PARK, WYOMING

YELL- 312116 011100 - 3

051121 SUMMARY OF WORK

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

D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

E. Construction Camp: Establishment of a camp within park will not be permitted.

F. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1. Reference most recent “Size & Weight Limitation of Traffic on Yellowstone National Park Roads” document available from Yellowstone Visitor Services Office.

G. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined.

1.5 PUBLIC USE OF SITE

A. The building will be closed to the public during construction.

B. Contractor shall conduct his operations to ensure the least inconvenience to public. Road closures may be permitted, when required, upon specific approval of Contracting Officer for a limited period.

1.6 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Government Occupancy of Completed Areas of Construction: Government reserves 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 occupancy.

b. Obtain a Certificate of Occupancy from National Park Service (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.

YELLOWSTONE NATIONAL PARK, WYOMING

YELL- 312116 011100 - 4

051121 SUMMARY OF WORK

1.7 CONDUCT OF OPERATIONS

A. Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 3 business days in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.8 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 7:00 p.m., Monday through Friday, except when otherwise indicated.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. 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:

1. Notify Contracting Officer not less than three business days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours and length of Utility Shutdowns: Outages affecting adjacent buildings shall be limited to 4 hours in duration or a duration coordinated between the Contractor and the Contracting Officer and limited to times agreed too by affected parties to limit impacts on operations.

D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by NPS will be used for purposes of managing communication and documents during construction stage.

1. See Section 013100 "Project Management and Coordination" for requirements on using Project Website.

B. Depending on weather conditions, the main roads through the Park begin to open to wheeled vehicles approximately April 15 throughout the summer months, until approximately November 1.

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During these periods, the roads are maintained by the Government. However, the Contractor’s operations and access to the Project site, may be temporarily influenced by visitor traffic, delays due to road maintenance, and temporary road closures due to winter conditions. It shall be the Contractor’s responsibility to be continuously informed of local weather conditions and road information that may affect operations and access. For safety considerations, temporary road closures due to weather over high mountain passes and road snow removal scheduling are at the discretion of the Government. As a result, delays due to visitor traffic, road construction may contact the Park’s Visitor’s Service Office at 307-344-2107 for general road construction and maintenance schedules, and Park road opening and closing date schedules. Road information during off-hours may be obtained from the Park’s Communication Center at 307-344-7381.

C. Winter Operations: Winter access is restricted to over-snow vehicles only from approximately 1 November until plowing operations for spring opening is completed around the middle of April.

1. Access to and from the Project Site during plowing operation period shall be coordinated with the Contracting Officer. Access may be restricted to occur prior to or after snow plowing operations for the day.

2. Contractor shall use only four (4) stroke snowmobiles or tracked vehicles, such as snow-coaches, in the Park that meet all NPS BAT requirements.

3. Special cargo sleds and/or equipment must be approved, in writing, by Contracting Officer a minimum of 15 calendar days prior to use, to assure the sled or equipment will not damage snow road conditions and will meet established regulations.

4. When operating snowmobiles, protective equipment including helmets, are required at all times. Construction hard hats are not acceptable helmets for snowmobile use.

5. Park regulations including hours of travel, speed and hauling/load limit(s), and safety regulations shall be followed when operating over-snow vehicles.

6. Contractor is responsible for snow removal and management at the Project Site.

D. The Contractor shall be responsible for obtaining Yellowstone National Park entrance permits for all employees, including subcontractors. Passes may be obtained from the Visitor Services Office through the Contracting Officer.

E. Importation of non-native species and materials is prohibited:

1. All vehicles and equipment will be inspected prior to their entry into the Park for mud, weeds, and other unwanted substances. Steam clean all earth-moving equipment (excluding hauling vehicles) before entering the Park. Clean hauling vehicles before their initial entrance into the Park and subsequent entries will not require cleaning unless requested. Notify Contracting Officer a minimum of 3 business days prior to the entry of vehicles to the Park.

2. Borrow and fill materials, fiber mulch and other site materials must be certified weed-free or be acquired from sources approved by Contracting Officer.

F. Geothermal Site Considerations: The Laurel Dormitory is located in an area with geothermal activity and is within 150 feet of active hydrothermal features. The red clay that abuts the northwest side of Laurel Dorm is considered a stratum of geothermally altered clay that acts like cap on underlying hydrothermal fluid flow and thus should not be disturbed. Disturbance of this layer of red clay can adversely affect nearby hydrothermal activity. Ground disturbing activity should be avoided around the northwest side of the structure where red clay is present. Caution must be taken when working on the foundation, buried utility lines, and site grading/groundwork to avoid disturbing subsurface hydrothermal systems. The following conditions are considered "red flags" if observed during ground-disturbing activities; all work must halt and the Park Geologist contacted for further instruction and/or monitoring if any of the following conditions are encountered:

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1. A pre-existing hole in the ground the size of a basketball, or larger,

2. Standing or flowing water, either hot or cold,

3. Any concentrations of either carbon dioxide or hydrogen sulfide are measured,

4. If during excavation a red clay layer is encountered, or

5. Temperatures above 80 degrees Fahrenheit are measured (early morning).

1.10 ARCHEOLOGICAL PROTECTION

A. Definitions:

1. Archeological Resources: Archeological resources are the physical evidences of past human activity, including evidences of the effects of that activity on the environment.

Archeological resources represent both prehistoric and historic time periods. They are found above and below ground and under water.

2. Archeologically Sensitive Areas: Areas that have the potential to contain significant (National Register eligible) archeological resources. If National Register eligible or listed archeological resources could not be avoided, an appropriate mitigation strategy would be developed in consultation with the state historic preservation officer and, if necessary, associated American Indian tribes.

3. Non-sensitive Areas: Areas with little, if any, potential of containing significant (National Register eligible) archeological resources.

4. Archeological Monitor: Representative of the Government designated to oversee construction activities that could disturb archeological resources.

5. Archeological Resources Protection Act (ARPA) of 1979 (P.L. 96-95; 93 Stat. 712): defines archeological resources as any material remains of past human life or activities that are of archeological interest and at least 100 years old; Section 4 of the statute describes the requirements that must be met before Federal authorities can issue a permit to excavate or remove any archeological resource on Federal or Indian lands; the curatorial requirements of artifacts, and other materials excavated or removed.

B. Quality Assurance: At least one week before on-site work begins, Contractor shall meet with Contracting Officer and Archeological Monitor to discuss Daily Work Schedule and equipment and special methods to be used in archeologically sensitive areas. Contractor shall ensure that approved Daily Work Schedule is followed throughout construction.

C. Observation: Archeological Monitor will observe all ground-disturbing site work, including construction of temporary facilities, at all archeologically sensitive areas, from a safe location mutually agreed on by Contractor and Monitor. As new ground is broken, Monitor will examine excavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

D. Discovery of Resources

1. If Archeological Monitor discovers resources, immediate relocation of the work to a non-sensitive area may be required to allow Monitor to identify and document resources and, if necessary, develop an appropriate mitigation plan. While Archeological Monitor is documenting resources in sensitive areas, Contractor shall relocate work to non-sensitive areas where monitoring is not normally required.

2. If resources are discovered while Archeological Monitor is absent, stop work immediately and report the discovery to the Contracting Officer.

E. Work Stoppage: The Contractor shall plan, schedule, and execute the work to prevent stoppages at one area from stopping all work at the construction site.

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1.11 GEOTECHNICAL SERVICES

A. General: Contractor shall provide all geotechnical engineering, evaluation, design, verification, and delegated design services by a professional engineer in accordance with standards established in section 014000 “Quality Requirements”.

B. Geotechnical Report: In accordance with IBC 2021 Section 1802 requirements for foundation designs within seismic design categories C-F, a professional geotechnical engineer shall complete a geotechnical investigation and report for the site, including but not limited to, recommendations for subgrade preparations, ground water managements, steep slope best management practices, and soil design values.

1. Geotechnical Engineer shall inspect all sub-grades and prepared soil bearing surfaces prior to placement of foundation reinforcing steel and concrete.

2. Provide report and letter to the Contracting Officer stating that soils are adequate to support the “Allowable Foundation Bearing Pressure(s)” noted below.

a. Safety Factor 1.5

b. Allowable Foundation Bearing Pressure 1500 PSF

c. Passive Lateral Pressure 300 PSF/FT

d. Active Lateral Pressure (Unrestrained) 60 PSF/FT

e. At-Rest Lateral Pressure (Restrained) 100 PSF/FT

3. All Values shall be field verified by the Geotechnical Engineer prior to placing concrete.

1.12 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Contracting Officer for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Contracting Officer for a decision before proceeding.

C. Where conflicts arise between listed quantities, qualities, or requirements of Work within the contract documents, Contractor shall provide products and labor necessary to complete the greater quantity, higher quality, or more restrictive requirement of Work.

D. Where conflicts arise between time requirements for execution of the Work or requirements thereof, the more beneficial time requirement for the Owner shall prevail.

1.13 SOILS INVESTIGATION REPORT

A. The report “Soil Temperature and Gas Monitoring Summary Report” prepared by TetraTech dated July 30, 2010 is available upon request from the Contracting Officer.

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B. The report “Geotechnical Evaluation Report” prepared by Terracon dated July 20, 2021 is available upon request from the Contracting Officer.

C. In case of conflict between report and drawings or specifications, the drawings and specifications govern.

1.14 ADDITIONAL REPORTS

A. The reports and Documents listed below are attached with the solicitation or available upon request from the Contracting Officer. These documents provide reference information, background and additional information related to the work that should be considered prior to construction.

1. Original Building Plan Documents dated 1922 & 1927

2. Historic Structures Report by A&E Architects, P.C. dated August 9, 2019

3. Conditions Assessment Report (Envelope) by Morrison Hershfield dated October 4, 2019

4. Pre-Renovation Asbestos & Hazardous Building Materials Survey by Terracon dated July

23, 2021

5. Building Enclosure Assessment Report by Morrison Hershfield dated October 15, 2021

B. In case of conflict between report and drawings or specifications, drawings and specifications govern.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011100

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SECTION 012601 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with preparation of modifications will not be allowed. Costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Project Manager (PM), Assistant Project Manager

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

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a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: Costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate.

The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on project site. Modification costs for salaried workers are only allowed within the structure of a 40-hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: The hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens; includes insurance and taxes the business must pay on behalf of the worker to government entities and educational forums, such as:

1) Social Security

2) Medicare

3) Workers Compensation – Policy and company calculation to be made available.

4) Federal Unemployment Tax Act (FUTA) - Cap Rate and percentage to be proportionally allocated over one year.

5) State Unemployment Tax Act (SUTA) - Cap Rate and percentage to be proportionally allocated over one year.

6) Union agreement costs - Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing http://en.wikipedia.org/wiki/Employee

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4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects Contractor from claims resulting from bodily injury or property damage to a third party. Include as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees the Contractor will pay the labor and material costs incurred. Banks and Insurance companies charge a premium for individual project based on a sliding scale related to the size of the project. Include as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: Covers the contractor’s loss due to fire, high winds, or other natural forces. Not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Proposal be received in the format and within the time frame specified in the Request for Proposal (RFP) letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. Proposal shall be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate Form, or their own form, provided that it contains the same information and level of detail as the Government’s form.

3. Requests for extensions of contract time as a result of change must be justified with a Time Impact Analysis (TIA). Refer to Section 013216 "Construction Schedule", for time impact analysis requirements. TIA and associated costs shall be received with the proposal by the date shown within the Request for Proposal letter. Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer (CO) upon request.

5. Contractor shall review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to NPS. All delay http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank http://www.nps.gov/dscw/publicforms.htm

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costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing hours required for each craft directly engaged in modification work. Any work proposed requiring overtime work or premium pay shall be itemized separately. Rates shall be in accordance with the Davis-Bacon Act as incorporated herein.