A06_OLYM_313785_Specifications_.pdf

OLYMPIC NATIONAL PARK

Kalaloch Apartments

National Park Service Housing

PMIS 313785

FINAL

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

October 20, 2022

(Rev 5/15/2024)

THIS PAGE INTENTIONALLY LEFT BLANK

OLYMPIC NATIONAL PARK

OLYM – 313785

PROJECT TEAM:

CONTRACTING OFFICER:

Contact: Jara Woodard

Interior Region 8, 9, 10, 12

Regional Office

333 Bush Street Suite 500

San Francisco, CA 94104

PARK REPRESENTATIVE:

Contact: Jeffery Doryland, Deputy Facility Manager Olympic National Park

600 East Park Ave

Port Angeles, WA 98362 jeff_doryland@nps.gov

(P) 360-565-3151

ARCHITECT:

FFA Architecture and Interiors, Inc.

Contact: Barbara Clement, Project Manager

520 SW Yamhill Street, Suite 900

Portland, OR 97204 bclement@ffadesign.com

(P) 503-327-0335

STRUCTURAL ENGINEER:

Structural Nexus LLC

Contact: John T. Mayer, PE

434 Grey Cliffs Ct.

St. Helens, OR 97051 jtmayer@structuralnexus.com

(P) 503-470-6332

MECHANICAL/PLUMBING ENGINEER:

Mazzetti Engineering

Contact: Brian Lottis, Senior Mechanical Designer

121 SW Salmon St #1000

Portland, OR 97204 blottis@mazzetti.com

(P) 503- 601-5953

ELECTRICAL ENGINEER:

Mazzetti Engineering

Contact: Tuan Tran, Senior Electrical Designer

121 SW Salmon St #1000

Portland, OR 97204 ttran@mazzetti.com

(P) 503-601-5972 mailto:cody_manzer@nps.gov mailto:bclement@ffadesign.com mailto:blottis@mazzetti.com

OLYM - 313785 PROJECT TEAM

Prepared by:

FFA Architecture and Interiors (Architecture)

520 SW Yamhill Street, Suite 900 Portland, Oregon 97204

Tel. 503-222-1661 www.ffadesign.com

Structural Nexus (Structural)

434 Grey Cliffs Ct.

St. Helens, OR 97051 www.structuralnexus.com

(P) 503-470-6332

Mazzetti (Mechanical)

121 SW Salmon St #1000

Portland, OR 97204 www.mazzetti.com

(P) 503-620-3232

Mazzetti (Plumbing)

Portland, OR 97204

Mazzetti (Electrical)

Portland, OR 97204 http://www.ffadesign.com/ http://www.structuralnexus.com/ http://www.mazzetti.com/ http://www.mazzetti.com/ http://www.mazzetti.com/

OLYM - 313785 1 TABLE OF CONTENTS

TABLE OF CONTENTS

Division 1

01 1000 - Summary of Work

01 2700 - Definition Of Contract Line Items

01 3100 - Project Management and Coordination

01 3216 - Construction Schedule

01 3323 - Submittal Procedures

01 3513.22 - Archeological Protection

01 3523 - Safety Requirements

01 3530 – Hazardous Materials

014000 – Quality Requirements

01 4200 - Reference Standards

01 5000 - Temporary Facilities and Controls

01 7329 - Cutting and Patching

01 7340 - Execution

01 7419 - Construction Waste Management and Disposal

01 7419(a) - Project Waste Management Plan Worksheet_Sample

01 7700 - Closeout Procedures

01 7823 - Operation and Maintenance Data

Division 2 Existing Conditions

02 0800 - Asbestos Abatement

02 4100 - Selective Demolition

Division 3 Concrete

03 3000 - Cast-in-Place Concrete

Division 4 (Not Used)

Division 5 Metals (Not Used)

Division 6 Wood, Plastics, and Composites

06 1000 - Rough Carpentry

06 2000 - Finish Carpentry

OLYM - 313785 2 TABLE OF CONTENTS

Division 7 Thermal and Moisture Protection

07 2100 - Thermal Insulation

07 2126 - Blown Insulation

07 2500 - Weather Barriers

07 2600 - Vapor Retarders

07 4113 - Metal Roof Panels

07 4623 - Wood Siding

07 6200 - Sheet Metal Flashing and Trim

07 7123 - Manufactured Gutters and Downspouts

07 8400 - Fire Stopping

07 9005 - Joint Sealants

Division 8 Openings

08 1416 - Flush Wood Doors`

08 1613 - Fiberglass Doors

08 5413 - Fiberglass Windows

08 7100 - Door Hardware

Division 9 Finishes

09 2116 - Gypsum Board Assemblies

09 6500 – Resilient Tile Flooring

09 6700 – Fluid-Applied Flooring

09 9113 – Exterior Painting

09 9123 – Interior Painting

Division 10 Specialties

10 1400 - Signage

10 2800 - Toilet, Bath, and Laundry Accessories

10 4400 - Fire Protection Specialties

10 5723 – Closet and Utility Shelving

OLYM - 313785 3 TABLE OF CONTENTS

Division 11 Equipment

11 3013 - Residential Appliances

Division 12 Furnishings

123530 - Residential Casework

12 3623 - Plastic Laminate Countertops

12 9313 - Bicycle Racks

Division 13 Special Construction (Not Used)

Division 14 Conveying Equipment (Not Used)

Division 21 Fire Suppression

21 0533 – Heat Tracing for Fire Suppression Piping

21 1313 – Wet-Pipe Sprinkler Systems

Division 22 Plumbing

22 0100 - Basic Plumbing Requirements

22 0517 - Sleeves and Sleeve Seals for Plumbing Piping

22 0518 - Escutcheons for Plumbing Piping

22 0519 - Meters and Gages for Plumbing Piping

22 05 23 - General-Duty Valves for Plumbing Piping

22 0529 - Hangers and Supports for Plumbing Piping and Equipment

22 0533 – Heat Tracing for Plumbing Piping.

22 0548 - Vibration and Seismic Controls for Plumbing Piping and Equipment

22 0553 - Identification for Plumbing Piping and Equipment

22 0719 - Plumbing Piping Insulation

22 1116 - Domestic Water Piping

22 1119 - Domestic Water Piping Specialties

22 1316 - Sanitary Waste and Vent Piping

22 1319 - Sanitary Waste Piping Specialties

22 3300 - Electric, Domestic-Water Heaters

22 4000 - Plumbing Fixtures

OLYM - 313785 4 TABLE OF CONTENTS

Division 23 Heating, Ventilating, and Air-conditioning

23 0000 - General Mechanical Work

23 0500 - Basic Mechanical Materials & Methods

23 0520 - Hangars And Supports

23 0548 - Vibration Isolation And Seismic Restraints

23 0553 - HVAC Identification

23 0593 - Testing Adjusting & Balancing For HVAC

23 3113 - Metal Ducts

23 3300 - Air Duct Accessories

23 3416 - Centrifugal HVAC Fans

23 8239 - Unit And Cabinet Heaters

23 8336 - Split-System Heat Pump

Division 26 Electrical

26 0501 - Electrical General Provisions

26 0519 - Low Voltage Electrical Power Conductors and Cables

26 0526 - Grounding and Bonding

26 0529 - Hangers and Supports for Electrical Systems

26 0533 - Raceway and Boxes

26 0553 - Identification for Electrical Systems

26 2416 - Panelboards

26 2726 - Wiring Devices

26 2816 - Disconnect Switches and Individual Motor Controllers

26 5000 - Luminaires and Accessories

Division 28 Electronic Safety and Security (Not Used)

Division 31 Earthwork (Not Used)

Division 32 Site Improvements

32 1600 - Concrete Curbs, Gutters, Sidewalks

32 1723.13 - Painted Pavement Markings

Division 33 Site Improvements

33 4230 - Stormwater Drains

OLYM - 313785 01 1100 - 1 SUMMARY OF WORK

SECTION 01 1100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Contractor Use of Site

3. Public Use of Site

4. Occupancy Requirements for Buildings

5. Conduct of Operations

6. Work Restrictions

7. Additional Reports

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Olympic National Park, Kalaloch Developed Area, Kalaloch, Washington. Project site is located directly east of the Kalaloch Ranger Station in Kalaloch on the western edge of

Olympic National Park.

B. The Work consists of:

1. Safe removal, abatement and disposal of asbestos containing materials.

2. Providing new electrical service, individual unit and common space metering.

3. Demolishing interior wood stud partitions identified in Drawings and removal of all gypsum board finishes, doors, cabinets, heating devices, and plumbing fixtures. Removing existing metal standing seam roofing and underlayment. Removing existing concrete entry walks leading to Apartments #1 and #2 and a portion of existing concrete walkway on east side of building.

4. Replacing existing aluminum windows and sliding glass doors with new fiberglass units with insulated glass, and related exterior wall infill framing, sheathing, and siding.

Repairing existing concrete slab on grade. Surface applying vapor retarder to existing and new concrete slab on grade. Constructing new interior partitions, including fire-rated separation walls and ceilings. Installing new lateral load resisting plywood diaphragm and shearwall elements. Providing new painted gypsum board wall and ceiling finishes.

Insulating exterior walls and ceilings and installing new vapor retarder membrane.

Providing new fiberglass entry, kitchen, and laundry doors with hardware, new painted wood interior doors with hardware, new floor finishes, new painted wood wall base and door and window trims. Providing new cabinets, casework, countertops, and kitchen appliances. Repainting existing exterior walls, soffits, facias, and barge rafters. Installing new standing seam metal roof with metal trim, new drainage mat, and underlayment, OLYM - 313785 01 1100 - 2 SUMMARY OF WORK gutters and downspouts. Providing new water saving plumbing fixtures, electrical heating, and lighting throughout.

5. Install new ABAAS compliant concrete entry walks leading to Apartments #1 and #2.

Provide new extended concrete walkway with trench drains on east side to accommodate access to shared laundry and storage room. Provide new concrete patios/entry porches and accessible walkway from front sidewalk to rear walkway along north side.

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

1.3 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.

1. Limit site disturbance, including earthwork and clearing of vegetation, to 20 feet beyond building perimeter; 5 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

B. Storage of Materials: Covered storage southwest of site as directed by Contracting Officer. Confine other storage of materials to area shown on plans.

C. Parking: Confine parking to existing parking spaces directly west of project site within the

Construction limits indicated on Drawings.

D. Stockpiling: Confine stockpiling to existing parking spaces directly west of project site as indicated on Drawings.

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 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.

OLYM - 313785 01 1100 - 3 SUMMARY OF WORK

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 as outlined.

1.4 PUBLIC USE OF SITE

A. The building will not be occupied by government during construction. The building is not in an area open to the public.

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 maximum of

48 hours.

1.5 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 two calendar 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.

1.6 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of

7 a.m. to 6 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: working hours of 7 a.m. to 6 p.m.

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.

OLYM - 313785 01 1100 - 4 SUMMARY OF WORK

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: 12 hour maximum length of time for the outage.

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

1.7 ADDITIONAL REPORTS

A. Olympic National Park Asbestos Survey, Kalaloch Apartments, 1997, Prepared by William

McCulloch, November 10, 1997

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

OLYM - 313785 01 2700 - 1 DEFINITION OF CONTRACT

LINE ITEMS

SECTION 01 2700 – 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 1, Rehabilitate Apartments

1. This item consists of obtaining required ORCAA Permit, safe removal, abatement and disposal of asbestos containing materials identified in Olympic National Park Asbestos Survey, Kalaloch Apartments, 1997, Prepared by William McCulloch, November 10, 1997, and provision of disposal documentation to the Contracting Officer. Providing temporary supports and removing existing stud partitions as drawings indicate. Removing existing electrical wiring and panels, and lighting. Removing existing concrete floor slab as required to replace existing sanitary sewer lines in each unit. Casting new concrete slab to replace those removed after new sanitary sewer lines are installed, sealing existing and new concrete slab on grade with applied vapor retarder. Constructing new interior partitions, including fire and sound rated separation walls and ceiling soffits. Providing new painted gypsum board wall and ceiling finishes, new painted wood interior doors with hardware, new floor finishes, shower units, bathroom accessories, closet shelving and hanging rods, new painted wood wall base, door and window trims. Insulating exterior walls and ceilings and providing new vapor retarder membrane. Installing new cabinets, casework, and countertops. Providing new water-heater, circulating pump, water saving plumbing fixtures, domestic water and sanitary waste lines, and venting. Providing new electrical panels and circuiting, and lighting throughout. Providing new fire suppression and detection systems. Providing new bike storage rack.

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

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

OLYM - 313785 01 2700 - 2 DEFINITION OF CONTRACT

B. Contract Line Item Number 2, Metal Roof Replacement

1. This item consists of removing existing standing seam metal roofing, underlayment, metal trims, gutters and downspouts, and installing a new underlayment, drainage mat, and prefinished standing seam metal roof, metal trims, gutters and down spouts.

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 3, Exterior Door and Window Replacement

1. This item consists of removing existing aluminum windows, sliding glass doors, exterior doors, and related wall demolition. Providing new sliding fiberglass windows with insulated glass, in-fill wall and opening framing, sheathing, weather barrier, and siding related to window and door replacement.

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

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

D. Contract Line Item Number 4, HVAC System Replacement

1. This item consists of demolition of existing and providing new mini-split heat pump heating and cooling systems in each unit, new exhaust fans and ductwork, and all electrical heaters.

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

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

E. Contract Line Item Number 5, Exterior Painting and Preparation

1. This item consists of preparation and painting of new and existing board and batten siding, window and door trim, and existing wood screens, soffits, fascia and barged boards.

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

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

F. Contract Line Item Number 6, Option A, Accessible Parking and Exterior Walkway Improvements

1. This item consists of all demolition and construction associated with removing existing concrete walkways and curbs and installing new ABAAS compliant concrete entry walks leading to Apartments #1 and #2, and to rear walkway from existing concrete walkway west of building. Providing a new accessible curb ramp and painting for two new accessible parking spaces with ABAAS signs, and access aisle. Providing new extended width concrete walkway and trench drains on east side to accommodate accessibility to shared laundry and storage room. Providing new concrete entry porches and finish grading to blend into existing grades.

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

OLYM - 313785 01 2700 - 3 DEFINITION OF CONTRACT

G. Contract Line Item Number 7, Option B, Seismic Improvements

1. This item consists of removing existing concrete slab, footings, and post base. Providing shear wall panels with positive connections to new footings, and diaphragms.

2. Measurement for payment will be percentage completed.

H. Contract Line Item Number 8, Option C, Residential Appliances

1. This item consists of providing new residential refrigerator/freezers, ranges and range hoods for each unit, and clothes washer and dryer in Laundry Room.

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

END OF SECTION 01 27 00

OLYM - 313785 01 3100 - 1 PROJECT MANAGEMENT

AND COORDINATION

SECTION 01 3100 - 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. Project Meetings

7. Environmental Coordination

8. Permits

B. Related Requirements:

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

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

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.

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.

OLYM - 313785 01 3100 - 2 PROJECT MANAGEMENT

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

1.4 SUBMITTALS

A. 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. 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

B. 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.

OLYM - 313785 01 3100 - 3 PROJECT MANAGEMENT

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.

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.

1.6 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. Meeting agenda will include the following as a minimum:

1. Roles & Responsibilities / Lines of Authority

2. Park rules and regulations

3. Jobsite Safety

4. Resolution of comments on required Division 1 documents

5. Coordination of Subcontractors

6. Labor law application

7. Modifications

8. Payments to Contractor

9. Payroll reports

10. Contract time

11. Liquidated damages

12. Contractor Performance Evaluation

13. Display of Hotline posters

14. Notice to proceed

15. Correspondence procedures

16. NPS/DSC Project website

17. Acceptance/rejection of work

18. Progress meetings

19. Submittal procedures

20. NPS Final Accessibility Inspection

21. Environmental requirements

OLYM - 313785 01 3100 - 4 PROJECT MANAGEMENT

22. Permit requirements

23. As-constructed drawings/operation and maintenance (O&M) manuals.

24. Saturday, Sunday, holiday and night work.

25. Reference materials

26. Value engineering

27. Schedule of Values

B. Progress Meetings: Contracting Officer will schedule weekly meetings with Contractor.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. Participants at meeting shall be familiar with Project and authorized to conclude matters relating to the

Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Meeting agenda will include:

a. Approval of minutes of previous meetings

b. Submittal status

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications

f. Work in progress and projected.

1) Status of required inspections (Special Inspections, Accessibility, etc.)

g. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)

h. Construction Schedule update (provide updated Critical Path Method (CPM)).

i. Status of Project Record Drawings and O&M manuals.

j. Other business relating to work.

k. Permit requirements

C. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan, IAQ Management Plan, and Storm Water Pollution

Prevention Plan.

1.7 PERMITS

A. General:

1. Permits and Responsibilities: Contractor shall, without additional expense to the

Government, be responsible for obtaining necessary licenses and permits, and for complying with Federal, State and municipal laws, codes, and regulations applicable to the performance of the work. Contractor shall also be responsible for damages to persons or property that occur as a result of Contractor’s fault or negligence; and for materials delivered and work performed until completion and acceptance of the work.

2. For the purpose of this contract, Contractor will not be considered an agent of the

Government. Contractor shall comply with appropriate Federal, State and local laws.

B. Potential Permits: Permits listed below were identified during the design process as likely to be required based on typical means and methods of construction. The list is provided to assist

OLYM - 313785 01 3100 - 5 PROJECT MANAGEMENT

Contractor in determining which permits will be required for contract’s chosen means and methods. The list shall not be considered complete; it is the Contractors’ responsibility to determine means and methods and obtain required permits. Contractor shall obtain all permits required to legally conduct work.

1. Electrical Utility Hookup – Gray’s Harbor PUD

2. Electrical System Permit – Gray’s Harbor PUD

3. Asbestos Abatement Permit - ORCAA

4. Dewatering Permit – National Park Service

C. Coordination with Agency(ies) with Jurisdiction Issuing Permits

1. Coordination: Contact the Agency(ies) with Jurisdiction as needed and sufficiently in advance to avoid delaying work: Coordinate meetings, reporting requirements, inspections, and other requirements.

D. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative provisions of project permits with Agency(ies) with Jurisdiction, Construction Manager, and Park to avoid conflicts.

2. Supply needed information to Agency(ies) with Jurisdiction issuing permits, pay fees required and provide material needed to comply with permit’s conditions and provisions.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 31 00

OLYM - 313785 01 3218 - 1 CONSTRUCTION SCHEDULE

SECTION 01 3216 – CONSTRUCTION SCHEDULE

1.1 SUMMARY

A. Section consists of Construction Schedule requirements including:

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

4. Time Impact Analysis.

B. Purpose: The Construction Schedule ensures adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. It shall assist the Contractor and

Contracting Officer (CO) in monitoring the progress of the work, evaluating proposed changes, and processing Contractor's monthly progress payments. It shall include the dates in the contract, phases, milestones, occupancies, holidays, weather consideration, a critical path, and the requirements of this section.

1.2 DEFINITIONS

A. Activity: A discrete part of a project identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: Allocation of the Schedule of Values for completion of an activity as scheduled.

The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by the Contracting Officer.

C. Critical Path Method (CPM): Method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: Longest connected chain of interdependent activities through the network schedule that establishes minimum overall Project duration and contains no float.

E. Float: Measure of leeway in starting and completing an activity.

1. Float: Not for the exclusive use or benefit of the Government or Contractor but is jointly owned.

2. Free Float: Amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

OLYM - 313785 01 3218 - 2 CONSTRUCTION SCHEDULE

3. Total Float: Measure of leeway in starting or completing an activity without adversely affecting planned Project completion date.

F. Resource Loading: Allocation of manpower and equipment necessary for completion of an activity as scheduled.

G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

1.3 SUBMITTALS

A. Electronic Copies: Schedules and reports submitted shall be posted on the NPS/DSC management software website in native electronic file formats. The intent of the Government is to limit the number of printed reports to those determined by the project team as essential.

B. Schedule of Values: After contract award and before Pre-Construction conference, submit schedule of dollar values based on Contract Price Schedule.

C. Construction Baseline Schedule: After contract award and before Pre-Construction conference, submit an electronic copy of baseline schedule, large enough to show entire schedule for entire construction period. Utilize Schedule of Values in preparation of Construction Baseline Schedule.

D. Critical Path Method (CPM) Reports: Concurrent with CPM schedule, submit an electronic copy of the following computer-generated reports. For each activity, include activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of predecessor and successor tasks for activities sorted in ascending order by activity number and then early start date, or actual start date if known.

3. Total Float Report: List of activities sorted in ascending order of total float.

E. Construction Schedule Updates: On or before 7th day preceding progress payment request date, submit estimates of percent completion of each schedule activity and necessary supporting data.

Provide two paper copies.

F. Construction Schedule Revisions and Time Impact Analysis: For each Construction Schedule revision, submit an electronic copy of a Time Impact Analysis. Incorporate a Fragmentary

Network (Fragnet) into currently accepted Construction Schedule that demonstrating how

Contractor proposes to incorporate a modification, change, delay, or Contractor request.

1.4 QUALITY ASSURANCE

A. Contractor shall meet with Contracting Officer on day of the preconstruction conference to go over:

1. Review software limitations, content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

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3. Discuss constraints, including work stages, area separations, interim milestones, and environmental mitigations.

4. Review delivery dates for Government-furnished products.

5. Review schedule for work of separate Government contracts.

6. Review time required for review of submittals and re-submittals.

7. Review requirements for tests and inspections by independent testing and inspecting agencies.

8. Review time required for completion and startup procedures.

9. Review time required for obtaining and activating permits.

10. Review and finalize list of construction activities to be included in schedule.

11. Review baseline schedule comments, resolve issues and progress on incorporating them

12. Review procedures for updating schedule.

13. Discuss reporting requirements and establish protocol for naming and transmitting electronic schedules.

B. Contractor's Schedule Representative: Before the preconstruction conference, designate an authorized representative to be responsible for preparing and maintaining the Construction

Schedule. Submit resume outlining qualifications of Scheduler to Contracting Officer for acceptance. Scheduler shall have prepared and maintained at least 5 previous schedules of similar size and complexity similar to this Contract, demonstrating proficiency of using scheduling software. Authorized representative will be responsible for preparing the Baseline Schedule, required updates, revisions, Time Impact Analyses, and reports.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate Contractors.

B. Coordinate Construction Baseline Schedule with Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. In developing Construction Baseline Schedule, ensure Subcontractor’s work at all tiers, and prime Contractor’s work, is included and coordinated.

2. Secure time commitments for performing critical elements of work from parties involved.

3. Coordinate each construction activity in network with other activities and schedule in proper sequence.

PART 2 - PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component work activities used in the schedule for which progress payments may be requested. Work activities broken out within schedule of values shall be integrated into and made a logical part of the construction baseline schedule. Total costs for the component work activities shall equal contract price for that lump-sum item. Contracting

Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the

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component work activities for each lump-sum item. Do not include mobilization, general condition costs, overhead or profit as a separate item.

B. Do not break down unit price items. Use only the contract price for unit price items.

C. Total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments and the Construction Schedule.

2.2 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Baseline Schedule: Prepare Construction Baseline Schedule using a computerized, cost and resource-based, time-scaled Critical Path Method network analysis diagram for the

Work.

1. Develop and finalize Construction Baseline Schedule so it can be accepted for use no later than 30 days after date established for the Notice of Award.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing work within applicable completion dates, regardless of Governments acceptance of schedule.

2. Establish procedures for monitoring and updating Construction Baseline Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

B. Construction Baseline Schedule Preparation: Prepare a list of all activities required to complete the Work. Using preliminary Critical Path Method network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate estimated duration, sequence requirements, and relationship of each activity in relation to other activities.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the Critical Path Method schedule within the limitations of the Contract Time.

4. Show sequence and interdependence of activities required for completion of work. Ensure work sequences are logical and Construction Baseline Schedule shows a coordinated plan of the work.

5. Resource loading of each activity shall include personnel by labor category and equipment type and capacity proposed to complete the activity in duration shown.

6. Consider seasonal weather conditions in planning and scheduling work influenced by high and low ambient temperatures, wind, or precipitation to ensure completion of work within contract time.

7. Time Frame: Proposed duration assigned to each activity shall be Contractor's best estimate of time required to complete activity considering the scope and resources planned for activity.

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a. An early finish date may be shown but the late finish date shall be same date as last day of contract period. An early completion schedule shall contain:

1) Insert an activity titled "Project Float" as a successor to last activity in early project completion schedule network.

2) Add a milestone titled "Contract End Date" as a successor to the activity "Project Float".

3) Add duration to the activity "Project Float" as required so the milestone "Contract End Date" equals the last day of Contract Period.

b. Contract completion date shall not be changed by submission of a schedule that shows an early completion date.

c. Contractor shall limit use of lead or lag duration’s between schedule activities.

d. Project Calendars: Develop and incorporate the following calendars:

1) Administrative Calendar: Include calendar based on a 7-day week to be used on activities based on calendar days. Apply this calendar to administrative tasks or other tasks not affected by non-working days (Federal Holidays, weather, etc.).

2) Project Calendar: Include calendar based on planned work week for the project. Include Federal Holidays, weekends, and non-workdays indicated in contract documents. Apply this calendar to activities not anticipated to be affected by weather. Be clear when identifying number of work days in work week.

3) Weather Calendar: Utilize Project Calendar and show anticipated normal downtime related to weather as non-working time. Weather days shall be based on data for local area from a reliable source like the National Oceanic and Atmospheric Administration (NOAA), National Park Service records, or source acceptable to Contracting Officer. Apply this calendar to activities anticipated to be affected by weather.

e. Activity Duration: Define so no activity is longer than 14 days, except for non-construction activities including mobilization, shop drawings and submittals, fabrication and delivery of materials and equipment.

f. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 calendar days, as separate activities in the schedule. Procurement cycle activities can include submittals, approvals, purchasing, fabrication, and delivery.

g. Submittal Review Time: Include review and re-submittal times indicated.

Coordinate submittal review times in Construction Baseline Schedule.

h. Startup and Testing Time: Include not less than 14 days for startup and testing.

i. Substantial Completion: Allow time for Government administrative procedures necessary for certification of Substantial Completion. (For more information, refer to Specification 01 77 00 "Closeout Procedures.")

8. Constraints: Include constraints and work restrictions indicated in Contract Documents and as follows in schedule and show how the sequence of Work is affected.

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a. Phasing: Arrange list of activities on schedule by phase.

b. Work under More Than One Contract: Include a separate activity for each contract.

c. Work Restrictions: Show effect of the following on the schedule:

1) Coordination with existing construction

2) Limitations of continued occupancies

3) Uninterruptible services

4) Partial occupancy before Substantial Completion

5) Use of premises restrictions

6) Provisions for future construction

7) Seasonal variations

8) Environmental control

9) Permit provisions

d. Other Constraints: Continued electrical service to adjacent Park Facilities

Warehouse/Shop building.

e. Work Stages: Indicate important stages of construction for each major portion of the

Work.

1) Subcontract awards

2) Submittals

3) Purchases

4) Mockups

5) Fabrication

6) Sample testing

7) Deliveries

8) Installation

9) Tests and inspections

10) Adjusting

11) Curing

12) Building flush-out.

13) Building commissioning activities.

9. Milestones: Include milestones indicated in Contract Documents in schedule, including, but not limited to, Notice to Proceed, Substantial Completion, and the following interim milestones:

a. Completion of Site Electrical Service.

b. Completing of Building Demolition.

c. Completion of New Standing Seam Metal Roof and Underlayment.

C. Joint Review, Revision, and Acceptance:

1. Within seven calendar days of receiving Contractor's proposed Construction Baseline

Schedule, Contracting Officer shall review initial Construction Baseline Schedule.

2. Within seven calendar days after review, Contractor shall revise and resubmit Construction

Baseline Schedule in accordance with comments presented from review.

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3. In the event the Contractor fails to define any element of work, activity, or logic, and the

Contracting Officer review does not detect this omission or error, such omission or error, when discovered by Contractor or Contracting Officer, shall be corrected by Contractor within seven calendar days and shall not affect contract period.

4. Upon acceptance of the Construction Baseline Schedule, Contracting Officer saves schedule as a baseline and updates on a monthly basis. Construction schedule update will be used to evaluate Contractor's monthly applications for payment based upon information developed at monthly Construction Schedule update meeting.

D. Cost Correlation: In the heading of the schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of Work performed as of dates used to prepare payment requests.

1. Contractor shall assign cost to construction activities on Construction Baseline Schedule.

Costs shall not be assigned to submittal activities unless specified otherwise but may, with

Contracting Officer’s approval, be assigned to fabrication and delivery activities. Costs shall be included for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training

(if applicable).

2. Each activity cost shall reflect an accurate value based on the Contract Price Schedule.

3. Total cost assigned to activities shall equal total Contract Price.

E. Recovery Schedule: When periodic schedule update indicates Work is 14 or more calendar days behind current accepted schedule, a separate recovery schedule indicating means by which

Contractor intends to regain compliance with the schedule shall also be submitted. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery shall be accomplished.

F. Computer Software: Prepare schedules using a program developed specifically to manage construction schedules.

1. Use Microsoft Project or Primavera, for Windows 10 Pro operating system (Windows 7 and newer.)

PART 3 - EXECUTION

3.1 CONSTRUCTION SCHEDULE UPDATES

A. Progress Meeting Updates: Provide a 2 week look-ahead schedule, derived from the currently accepted schedule, before each weekly progress meeting. Utilize look-ahead schedule to facilitate and take notes on discussions held during progress meeting.

B. Monthly Schedule Updates:

1. General: Update Construction Schedule on monthly basis to reflect construction progress and activities throughout entire contract period and until project substantial completion.

The status date of each schedule update shall be the 7th day preceding the progress payment request date.

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2. Procedure: Contractor shall meet with Contracting Officer each month at Construction

Schedule update meeting to review progress made through the status date of the

Construction Schedule update, including dates activities were started or completed and percentage of work completed on each activity started or completed.

3. Reports: Concurrent schedule revisions, prepare tabulated reports showing:

a. Identification of activities that have changed

b. Changes in early and late start dates

c. Changes in early and late finish dates

d. Changes in activity durations in workdays

e. Changes in the critical path

f. Changes in total float or slack time

g. Changes in the Contract Time

4. Narrative: Report shall include a brief description of actual progress made during update period; actual and potential delaying activities; impediments to progress; issues related to inclement weather; progress toward established milestones and project float. Report shall include a brief description of work anticipated to be performed in the next month. Minor revisions to the schedule should be identified for evaluation and acceptance or rejection.

5. As Work progresses, indicate Actual Completion percentage for each activity.

6. If schedule update shows a late finish date after contract completion date, include:

a. Known delays

b. Actions to get back on schedule

c. Pending modifications

d. Impediments or constraints affecting progress

7. Progress Payments: Monthly updating of the currently accepted Construction Schedule shall be an integral part of the process upon which progress payments will be made. If

Contractor fails to provide schedule updates or revisions, a portion of the monthly payment may be retained until corrections have been made.

C. Distribution: Distribute copies of accepted schedule to Contracting Officer, Contracting Officers

Representative, Construction Management Representative, Subcontractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to same parties and post in same locations. Delete parties from distribution when they have completed their assigned portion of the Work.

D. Construction Schedule Revisions:

1. Required Revisions: If, as a result of the monthly schedule update, it appears the currently accepted Construction Schedule no longer represents actual prosecution and progress of the work, Contracting Officer will request, and Contractor shall submit, a revision to the

Construction Schedule.