B08_Attach_1_Specifications_2022_05_25_OLYM_100__CD.pdf

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

WASHINGTON

RENOVATE HURRICANE RIDGE DAY LODGE

PMIS NO. 184745

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

100% FINAL CONSTRUCTION DOCUMENTS

MAY 25, 2022

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TABLE OF CONTENTS

DIVISION 00

00 01 07 SEALS PAGE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 26 01 CONTRACT MODIFICATION PROCEDURES

01 27 00 DEFINITION OF CONTRACT LINE ITEMS

01 31 00 PROJECT MANAGEMENT & COORDINATION

01 32 16 CONSTRUCTION SCHEDULE

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 23 SUBMITTAL PROCEDURES

SUBMITTAL LIST

01 35 13.22 ARCHEOLOGICAL PROTECTION

01 35 23 SAFETY REQUIREMENTS

01 40 00 QUALITY REQUIREMENTS

01 42 00 REFERENCE STANDARDS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY MANAGEMENT

01 57 19.12 NOISE & ACOUSTICS MANAGEMENT

01 57 23 UNDER AN ACRE STORM WATER POLLUTION PREVENTION

01 67 00 PRODUCT REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 73 40 EXECUTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

WASTE MANAGEMENT PLAN WORKSHEET

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

O&M SPREADSHEET

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON-LEED PROJECTS

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 41 13 SELECTIVE SITE DEMOLITION

02 41 19 SELECTIVE DEMOLITION

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02 81 01 OFFSITE TRANSPORTATION AND DISPOSAL

02 82 13 ASBESTOS ABATEMENT

02 83 13 REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD

02 84 16 HANDLING OF LIGHT BALLAST, LAMPS AND MERCURY

02 85 00 MOLD REMEDIATION

DIVISION 03 – CONCRETE

03 01 30 MAINTENANCE OF CAST-IN-PLACE CONCRETE

03 31 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 01 40 STONE REPAIR

DIVISION 05 – METALS

05 10 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 52 13 PIPE AND TUBE RAILINGS

DIVISION 06 – WOOD, PLASTIC, COMPOSITES

06 03 12 WOOD REPAIR

06 05 33.91 ACETYLATED WOOD SIDING

06 10 00 ROUGH CARPENTRY

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

06 64 00 PLASTIC PANELING

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 14 16 COLD FLUID APPLIED WATERPROOFING

07 21 00 THERMAL & ACOUSTIC INSULATION

07 21 19 FOAMED IN PLACE INSULATION

07 26 00 VAPOR RETARDERS

07 41 13 SHEET METAL ROOF PANELS

07 60 00 SHEET METAL FLASHING AND TRIM

07 92 00 JOINT SEALANTS & FIRESTOPPING

DIVISION 08 – OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 36 13 SECTIONAL OVERHEAD DOORS

08 52 00 ALUMINUM CLAD WOOD WINDOWS

08 71 00 DOOR HARDWARE

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08 80 00 GLAZING

DIVISION 09 – FINISHES

09 21 16 GYPSUM BOARD ASSEMBLIES

09 24 00 CEMENTITIOUS STUCCO

09 30 13 CERAMIC TILE

09 51 13 ACOUSTIC PANEL CEILINGS

09 54 46 FABRIC WRAPPED CEILING PANELS

09 65 19 RESILIENT FLOORING

09 67 00 FLUID APPLIED FLOORING

09 68 13 TILE CARPETING

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

09 93 00 STAINING AND TRANSPARENT FINISHING

09 96 00 HIGH PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 23.16 PANEL SIGNAGE

10 21 13.19 PLASTIC TOILET COMPARTMENTS

10 28 00 TOILET AND BATH ACCESSORIES

10 44 00 FIRE PROTECTION SPECIALTIES

10 81 19 RODENT CONTROL

DIVISION 11 - EQUIPMENT

11 30 13 RESIDENTIAL APPLIANCES

DIVISION 12 – FURNISHINGS

12 32 13 MANUFACTURED WOOD VENEER FACED CASEWORK

12 36 61.16 QUARTZ COUNTERTOPS

12 48 16 ENTRANCE FLOOR GRILLES

DIVISIONS 13 – NOT USED

DIVISIONS 14 – CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATOR MODERNIZATION

DIVISIONS 15:21 – NOT USED

DIVISION 22 – PLUMBING

22 00 00 PLUMBING BASIC REQUIREMENTS

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 16 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

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22 05 19 PLUMBING DEVICES

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING INSULATION

22 08 00 COMMISSIONING OF PLUMBING

22 10 00 PLUMBING PIPING

22 30 00 PLUMBING EQUIPMENT

22 40 00 PLUMBING FIXTURES

DIVISION 23 – HVAC

23 00 00 HEATING, VENTILATING AND AIR CONDITIONING (HVAC) BASIC

REQUIREMENTS

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 19 METERS AND GAUGES FOR HVAC PIPING

23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING, DUCTWORK AND EQUIPMENT

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING, DUCTWORK AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 HVAC INSULATION

23 08 00 COMMISSIONING OF HVAC

23 09 00 INSTRUMENTATION AND CONTROL PERFORMANCE SPECIFICATIONS

23 09 13 VARIABLE FREQUENCY DRIVES

23 11 13 FACILITY FUEL - OIL PIPING AND SYSTEMS

23 13 13.23 GLASS FIBER REINFORCED PLASTIC UNDERGROUND FUEL OILE STORAGE

TANKS.

23 21 13 HVAC PIPING

23 21 16 HYDRONIC PIPING SPECIALTIES

23 21 23 HYDRONIC PUMPS

23 25 00 HVAC WATER TREATMENT

23 31 00 HVAC DUCTS AND CASINGS

23 33 00 AIR DUCT ACCESSORIES

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23 34 00 HVAC FANS

23 37 00 AIR OUTLETS AND INLETS

23 40 00 HVAC AIR CLEANING DEVICES

23 51 00 BREECHINGS, CHIMNEYS AND STACKS

23 52 00 HEATING BOILERS

23 57 00 HEAT EXCHANGERS FOR HVAC

23 82 00 TERMINAL HEAT TRANSFER EQUIPMENT

DIVISION 26 – ELECTRICAL

26 00 00 ELECTRICAL BASIC REQUIREMENTS

26 05 09 EQUIPMENT WIRING

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 21 SNOW MELTING HEAT TRACING SYSTEM

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS AND EQUIPMENT

26 05 33 RACEWAYS

26 05 34 BOXES

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 ELECTRICAL DISTRIBUTION SYSTEM STUDIES

26 08 00 COMMISSIONING OF ELECTRICAL

26 09 23 OCCUPANCY AND VACANCY SENSORS

26 09 24 DAYLIGHTING CONTROLS

26 09 25 DIGITAL LIGHTING CONTROLS

26 24 16 PANELBOARDS

26 27 13 ELECTRICAL METERING/MONITORING

26 27 26 WIRING DEVICES

26 28 00 OVERCURRENT PROTECTIVE DEVICES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 32 13 ENGINE GENERATORS

26 43 00 SURGE PROTECTIVE DEVICES

26 51 00 LIGHTING

DIVISION 27: NOT USED

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DIVISION 28: ELECTRONIC SAFETY AND SECURITY

28 00 01 ELECTRONIC SAFETY BASIC REQUIREMENTS

28 31 00 FIRE DETECTION AND ALARM

28 33 00 FUEL OIL MONITORING SYSTEM

DIVISION 31: EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 25 00 EROSION AND SEDIMENT CONTROL

DIVISION 32: EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 20 SITE CONCRETE

32 14 00 UNIT PAVING

32 17 00 PAVING SPECIALTIES

DIVISION 33: SITE UTILITIES

33 40 00 STORM DRAINAGE

APPENDIX:

1. HAZARDOUS MATERIALS REPORT, LANDMARK ENVIRONMENTAL, DATED 7/30/21

2. ACCESSIBILITY AND UNIVERSAL DESIGN SCOPING FORM

3. ACCESSIBILITY INSPECTION FORM

4. CONSTRUCTION PHASING NARRATIVE, DATED 4/25/22

5. HURRICANE RIDGE DAY LODGE AMM: FIRE SUPPRESSION, DATED 10/14/21

6. HURRICANE RIDGE DAY LODGE AMM: EXIT SEPARATION, DATED 5/24/22

7. HURRICANE RIDGE DAY LODGE AMM: NUMBER OF EXITS, DATED 5/24/22

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SEALS PAGE

SECTION 00 01 07

SEALS PAGE

PART 1 - GENERAL

1.1 SUMMARY

A. Professional seals by Design Professionals and others responsible for preparing Construction Documents:

1. Architect:

2. Civil Engineer:

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SEALS PAGE

3. Structural Engineer:

4. Mechanical & Plumbing Engineer:

5. Electrical Engineer:

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051121 SUMMARY OF WORK

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SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Work Phases

3. Work Under Other Contracts

4. Government-Furnished Materials

5. Contractor Use of Site

6. Public Use of Site

7. Occupancy Requirements for Buildings

8. Conduct of Operations

9. Work Restrictions

10. Special Construction Requirements

11. Soils Investigation Report

12. Additional Reports

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Hurricane Ridge, Olympic National Park.

B. The Work consists of:

1. Interior and exterior renovation to the Hurricane Ridge Day Lodge, The scope includes, but is not limited to roof replacement, siding replacement, replacing engineered stone wainscot with new concrete wainscot, window and door replacement, new restrooms, restroom reconfiguration and fixtures, interior finishes repair and replacement, elevator upgrades. Systems work includes fire alarm, mechanical, electrical, plumbing upgrades, new underground fuel tank and grease interceptor. Site work includes patio, ramp, stair and sidewalk replacement, new accessible parking stalls, snowmelt, and conduits to the generator building.

2. The project is intended to pursue sustainable strategies wherever possible but is not pursuing any certification program.

C. Additional Investigations Required:

1. Building Service Metering:

a. The Hurricane Ridge Day Lodge receives power from a primary metered service which includes other NPS services. Per PUD #1 of Clallam County, NPS owns the primary cable, transformers, and secondary past the primary meter. Provide maximum demand metering of the building service to comply with 2020 NEC

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220.87 and to confirm how much capacity resides on the existing 100 KVA NPS owned building service transformer. The 240V, single phase building service metering needs to be done by a licensed electrician over the course of 30 continuous days recording Amps (A-B-neutral) tracking 15-minute averaging. The data needs to be saved to file such as Excel and submitted where the peak demand readings can be clearly read by other parties to determine maximum values on each phase and neutral. Ideally, the reading will occur in February into early March of 2023, where the utility peak demand readings on the primary meter is highest from annual readings.

b. The main disconnect has two feeders coming off of disconnect. One is for the building service and the other is for snow tow operations. If the snow tow operation is not in operation during reading then obtain HP rating of the lift and the other loads (such as heaters, lights, and receptacles) at the ticket booth modular working with Contracting Officer so that these loads can be considered with the recorded demand readings. If the snow tow is in service, install the current transformers to capture the snow tow load.

c. Two major loads must run periodically during the day (once a week minimum) during the study: the dishwasher with the 36 KW booster heater and building elevator.

2. Primary Line Documentation and Recommendations:

a. The Hurricane Ridge Day Lodge receives power from a primary metered service which also includes service to the following:

1) Two housing units

2) 50kVA transformer that feeds entrance station (2 kiosks & 1 office) and part of Heart O' The Hills Campground (comfort stations, sewage lift station)

3) Potentially one additional transformer for some of the campground loops

4) About 2/3 up the Hurricane Ridge Rd. there is a transformer that only feeds a

100A panel for plugging in snow removal equipment (block heaters) that are staged there overnight during winter months

b. Per PUD #1 of Clallam County, NPS owns the primary cable, transformers, and secondary past the primary meter. There are not good accurate records of this primary line.

c. Provide investigation and documentation of the NPS owned portion of the primary line by a power lineman or licensed electrician experienced with primary work. Provide electronic documentation to NPS using site plan drawings (CAD, PDF, or similar – no hand sketch drawings) to record overcurrent protection, switches, cables, conductors, switch vaults, transformers, and the like sizes (Amperage / KVA / Voltage / cable-conductor type-size) and locations. Provide a list of recommendations on recommended improvements to primary system where any deficiencies are observed and what changes to primary system, if any, are recommended if the Hurricane Ridge Day Lodge building service transformer is upgraded from its current 100 KVA rating to one that is up to 225 KVA (240V, single phase 800A service).

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

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1.3 WORK PHASES

A. The Work shall be conducted in two (2) phases in the following order, with each phase substantially complete before beginning next phase:

1. Phase One: Includes roofing, siding, wainscot, windows, doors and hardware, restrooms, mechanical, electrical, plumbing, fire alarm and interior finishes. Work of this phase shall be substantially complete and ready for occupancy within 52 weeks from commencement of construction of this phase.

2. Phase Two: The remaining Work shall be substantially complete and ready for occupancy at time of Substantial Completion.

3. Refer to Construction Phasing Narrative in the Appendix for additional information.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate with separate contractors 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.

B. Future Work: Government will award separate contract(s) for the following additional work to be performed at site after Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.

1. Hurricane Ridge Day Lodge Exhibit installation.

1.5 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.

B. Government-Furnished Materials:

1. None.

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1.6 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of site for construction operations. Limit use of premises to areas within the Construction limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to building footprint, existing paved parking and pedestrian areas as shown in the drawings.

2. Limit site disturbance, including earthwork and clearing of vegetation, to limits of work shown on the drawings.

B. Storage of Materials: Confine storage of materials to area shown on plans.

C. Parking: Confine parking to 14 stalls in visitor parking as shown on drawing. Additional parking available at base of mountain. Coordinate with Contracting Officer. Contractor to coordinate carpooling as much as feasible.

D. Stockpiling: Confine stockpiling to existing paved areas as shown on drawings. Limit height of stockpiling to 8’-0” above surrounding grade.

E. 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.

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

F. Driveways and Entrances: Keep two-way drive lane through parking lot, access road to septic system 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 closure and impact to Hurricane Ridge Road.

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

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

H. 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.

I. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions for public bridges en route to the site.

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J. Tunnel Restrictions: Identify height, width and length requirements for tunnels on Hurricane Ridge Road.

1.7 PUBLIC USE OF SITE

A. The building and surrounding site will be closed to the public for a 12-month period. After 12 months, the building will be open to the public, while exterior work on the building continues.

Refer to Construction Phasing Narrative in the Appendix for additional information.

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.

1.8 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Partial Government Occupancy:

a. During phase 1, Government will occupy portions of the site, outside the limits of construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government and public usage and access to the adjacent site. Perform Work so as not to interfere with Government’s operations.

Maintain existing exits, unless otherwise indicated.

b. During Phase 2, Government will occupy the interior of the building, and portions of the site outside the limits of construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government and public usage and access to the building and adjacent site. Perform Work so as not to interfere with Government’s operations. Maintain existing exits, unless otherwise indicated.

c. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Contracting Officer.

d. Maintain existing building in weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building during construction period until project completion.

e. Before Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed.

Systems commissioning shall be completed. On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

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

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1.9 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 24 hours in advance of the work to the Contracting Officer for approval.

1. Contractor to present two construction schedules: one for M-F work, and on for building availability 24 hours a day, seven days a week.

2. Snow will be plowed by Park 7 days a week

a. No night work during winter. Depending on weather and road plowing, working hours will be 9am to 3pm.

b. No restrictions on deliveries.

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.

1.10 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 6 a.m. to 6 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: coordinate with Contracting Officer.

2. Early Morning Hours: coordinate with Contracting Officer.

3. Hours for excessive noise activities: with prior approval from Contracting Officer.

4. Winter Hours: dependent on snow plowing, coordinate with Contracting Officer.

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 seven 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:

a. Utility outages acceptable Monday through Thursday.

b. Utility outages not acceptable on Friday through Sunday.

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c. Power to be provided to the Radio Repeater at all times. Contractor to provide temporary power during utility shutdowns.

d. Provide freeze protection in temporary facilities during outages October through April.

D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within 25 feet of entrances, operable windows, or outdoor air intakes. Tobacco use and vaping is restricted to a designated area complying with the above restrictions, and separated from public access, and disposal unit provided. Obtain Contracting Officer’s approval for location of dedicated smoking area.

1.11 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 01 31 00 "Project Management and Coordination" for requirements on using Project Website.

B. The site experiences extreme weather throughout the year. The access road will be plowed by the Government 7 days a week for the duration of construction unless extreme wind or visibility issues exist. Assume minimum of 15 days of weather delays.

1.12 SOILS INVESTIGATION REPORT

A. None available. Refer to Civil Drawings for additional information.

1.13 ADDITIONAL REPORTS

A. The report Hurricane Ridge Day Lodge Hazardous Materials Report, dated 7/30/21, prepared by Landmark Environmental is an appendix to this package.

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 01 11 00

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012721 CONTRACT MODIFICATION PROCEDURES

10OLYM – 184745

SECTION 01 26 01 – 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

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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

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.

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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

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 http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank

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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 01 32 16 "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 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. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, Federal Insurance Contributions Act (FICA), FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. Labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. Estimated cost for materials shall include quotes from multiple sources. Material prices shall include applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for work being performed.

2. Do not include costs for "miscellaneous tools and equipment", in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 shall be broken out separately.

3. Regardless of ownership, rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:

a. United States (U.S.) Army Corps of Engineers, Ownership and Operating Expense Schedule (use latest edition and applicable region)

b. Construction Blue Book http://www.nps.gov/dscw/publicforms.htm

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c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

4. Estimated equipment rates shall include operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires and tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per Federal Acquisition Regulation (FAR) 31.105(d)(2)), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate full rate for equipment only for duration that equipment will be utilized to accomplish work of the modification.

6. Standby unit rates used in accordance with paragraph 1.3, D, 2, above. If the U.S. Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then 1/2 of equipment costs minus any operating costs, major repair and overhaul will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, established standby rate shall apply from the first day of the delay.

8. Equipment not used and on job site for up to five consecutive days may be classified at standby rates, provided the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.

Equipment still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.

Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. Negotiated rates shall not exceed the following percentages for OH&P for contractor self-performed work:

Overhead………………10% Profit…………………...10%

2. Total aggregate limit of markup (OH&P) for Contractor and Subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

3. If Contractors form a partnership, partnership may only receive home office overhead and profit in same amount as an individual Contractor (refer to paragraph 1.3,E,1 above). It is the responsibility of the partners to decide on division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, overhead and profit mark-ups are required on net increases and deducted on net decreases.

5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

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PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

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012721 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of work, include costs in a related item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number 001 Base Bid Construction.

1. This item consists of All work included in the contract documents unless noted below.

2. Measurement for payment will be percentage of work completed.

3. Payment will be made at the contract lump sum price.

B. Contract Line Item Number 002 Bid Option #1: Install concrete pavers at lower level patio.

1. This item consists of all work and costs associated with subgrade preparation and installation of concrete unit pavers at the lower level patio as shown on the drawings.

2. Measurement for payment will be percentage of work completed.

3. Payment will be made at the contract lump sum price.

C. Contract Line Item Number 003 Bid Option #2: Remove and replace portion of west exterior concrete stair.

1. This item consists of all work and costs associated with removal of portion of existing exterior concrete stair to the west of the building and replacement of new concrete stair as shown in the drawings.

2. Measurement for payment will be percentage of work completed.

3. Payment will be made at the contract lump sum price.

END OF SECTION 01 27 00

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012721 PROJECT MANAGEMENT AND COORDINATION

OLYM – 184745

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination

3. Submittals

4. Coordination Drawings

5. Requests for Information (RFIs)

6. NPS/DSC Project Website

7. Project Meetings

8. Environmental Coordination

9. Permits

B. Related Requirements:

1. Section 01 32 16 "Construction Schedule" for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

4. Section 01 91 14 "Total Building Commissioning" for coordinating the work with Owner’s

Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction B. Construction Permits – Contractor Provided C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

http://www.nps.gov/dscw/definitionsdc_a.htm http://www.nps.gov/dscw/definitionsdc_c.htm http://www.nps.gov/dscw/definitionsdc_g.htm

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2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of components, including mechanical and electrical.

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:

1. Preparation of Contractor's Construction Schedule

2. Preparation of the Schedule of Values

3. Installation and removal of temporary facilities and controls

4. Delivery and processing of submittals

5. Progress meetings

6. Permit requirements

7. Pre-installation conferences

8. Project closeout activities

9. Commissioning activities

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of Contract Documents or standard printed data. Include following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Contracting Officer (CO) for resolution of such conflicts.

c. Indicate space requirements for routine maintenance and anticipated replacement of components during the life of the installation.

d. Show location and size of access doors required for access to concealed dampers, valves, and controls.

e. Indicate required installation sequences.

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2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit electronic copies of each submittal. No hard copies are required.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those

Section

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural, structural, mechanical, plumbing, fire-protection, fire-alarm, and electrical elements. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 millimeters) in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Review: Contracting Officer will review coordination drawings to confirm Work is being coordinated; details of coordination are Contractor's responsibility. If Contracting Officer determines coordination drawings are not prepared in scope or detail, or are otherwise deficient, Contracting Officer will inform Contractor, who shall make changes and resubmit.

9. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."

C. Coordination Digital Data Files: Prepare coordination digital data files according to:

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1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using Portable Document Format (PDF) file format.

3. Contracting Officer will furnish Contractor one set of digital data files (AutoCad.dwg) of Drawings for use in preparing coordination digital data files.

a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCad.dwg.

D. Division 1 documents: The following items shall be submitted a minimum of one week prior to Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for Pre- Construction Conference.

1. Letter designating Project Superintendent

2. Construction Schedule

3. A Comprehensive Schedule of Values

4. Accident Prevention Plan

5. A List of Subcontractors for this project

6. Written statements from Subcontractors certifying compliance with applicable labor standard clauses.

7. Certificates of Insurance or SF1413 for Contactor and all Subcontractors

8. Waste Management Plan

9. Quality Control Plan

10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP)

11. Indoor Air Quality (IAQ) Management Plan

12. Contractors Commissioning Plan

13. List of Required Construction Permits. Include the following information for each permit:

a. Name of Permit

b. Agency(ies) with Jurisdiction issuing the permit

c. Information required from Government to complete permit application

E. Provide items listed to Contracting Officer before Pre-Construction Conference. If all documents have not been received one week prior to scheduled Pre-Construction Conference date, conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of Contract Documents, Contractor shall prepare and submit an RFI utilizing form created on NPS/DSC management software website.

1. Contracting Officer will not respond to RFIs submitted by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

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B. Content of RFI: Include detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially

2. Date

3. RFI subject

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution: If Contractor's suggested resolution impacts Contract

Time or Contract Sum, Contractor shall state impact in RFI.

8. Contractor's signature

9. Requested date for response

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Form: Complete RFI Form on NPS/DSC Project Website as follows:

1. Enter general information at the top of the form.

2. Under the "Action" section at the bottom of the form, select "Question" then select "CMR" in drop-down of "Send to" box.

3. Enter details of question and attach related documents.

4. Select "Submit Form" at bottom of page.

D. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in Contract Documents.

e. Requests for adjustments in Contract Time or Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.

3. Contracting Officer's action on RFIs may result in need for a change to…