Attachment_A_Specifications.pdf

OLYMPIC NATIONAL PARK

REPLACE PECK RESIDENCE

WELL SYSTEM

OLYM – PMIS No. 338781

100% FINAL

CONSTRUCTION SPECIFICATIONS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

May 2024

OLYM – 338781 TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION, SECTION & PARAGRAPH NUMBERING

The numbering and lettering of sections and paragraphs in this Project Manual are merely for identification.

Sections included are listed in this Table of Contents together with the number of pages in each section.

The Contractor shall check their copies of the Project Manual against this Table of Contents and confirm there are no missing pages or sections.

NUMBER TITLE NO. OF PAGES

00 01 10 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 General Requirements Quality Control Plan Forms

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition & Abandonment

DIVISION 03 – CONCRETE

03 30 01 Concrete Floor Slabs

DIVISION 04 – MASONRY (Section not used)

DIVISION 05 – METALS (Section not used)

DIVISION 06 – WOOD, PLASTICS, & COMPONENTS

06 10 00 Carpentry

DIVISION 07 – THERMAL & MOISTURE PROTECTION

07 21 00 Building Insulation 07 25 00 Weather Resistive Barrier System 07 41 13 Metal Roof Panels 07 46 46 Siding 07 62 00 Sheet Metal Flashing & Trim 07 90 00 Joint Sealers 07 91 16 Joint Gaskets

DIVISION 08 – OPENINGS (Section not used)

DIVISION 09 – FINISHES

09 90 00 Painting & Coating

DIVISION 10 – SPECIALTIES (Section not used)

OLYM – PMIS 338781 TABLE OF CONTENTS - 2

DIVISION 11 – EQUIPMENT (Section not used)

DIVISION 12 – FURNISHINGS (Section not used)

DIVISION 13 – SPECIAL CONSTRUCTION (Section not used)

DIVISION 14 – CONVEYING EQUIPMENT (Section not used)

DIVISION 21 – FIRE SUPPRESSION (Section not used)

DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing

DIVISION 23 – HEATING, VENTILATING, & AIR CONDITIONING (Section not used)

DIVISION 25 – INTEGRATED AUTOMATION (Section not used)

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical 26 05 17 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 24 16 Panelboards 26 28 16 Enclosed Switches and Circuit Breakers

DIVISION 27 – COMMUNICATIONS (Section not used)

DIVISION 28 – ELECTRONIC SAFETY & SECURITY (Section not used)

DIVISION 31 – EARTHWORK

31 05 16 Aggregates for Earthwork 31 23 33 Trenching & Backfill

DIVISION 32 – EXTERIOR IMPROVEMENTS (Section not used)

DIVISION 33 – UTILITIES

33 00 00 Pipe & Pipe Fittings: General Statement 33 21 00 Water Supply Wells

DIVISION 34 – TRANSPORTATION (Section not used)

DIVISION 35 – WATERWAY & MARINE CONSTRUCTION (Section not used)

DIVISION 40 – PROCESS INTEGRATION (Section not used)

OLYM – PMIS 338781 TABLE OF CONTENTS - 3

DIVISION 41 – MATERIAL PROCESSING & HANDLING EQUIPMENT (Section not used)

DIVISION 42 – PROCESS HEATING, COOLING, & DRYING EQUIPMENT (Section not used)

DIVISION 43 – PROCESS GAS & LIQUID HANDLING, PURIFICATION & STORAGE

EQUIPMENT (Section not used)

DIVISION 44 – POLLUTION AND WASTE CONTROL EQUIPMENT (Section not used)

DIVISION 45 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (Section not used)

DIVISION 46 – WATER & WASTEWATER EQUIPMENT

46 30 00 Water Treatment Equipment

DIVISION 48 – ELECTRICAL POWER GENERATION (Section not used)

END OF SECTION

DIVISION 01

GENERAL REQUIREMENTS

OLYM – PMIS 338781 01 00 00 - 1

SECTION 01 00 00

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Work Covered by the Contract Documents: The work of this contract consists of construction and testing of a new potable water well and pump/treatment building to supply water to the Peck Residence, followed by demolition of the existing pump house and decommissioning of the existing well. The proposed location of the new well and pump house is approximately 100 feet north of the residence located at 1031 North Shore Rd, Amanda Park, WA 98562.

B. Project Location: This project is located at residential address 1031 North Shore Rd, Amanda Park, WA 98562 in the Quinault area of Olympic National Park.

C. The work of this contract consists of the following:

1. Drill, install, develop, and test a new 6” cased and screened residential well up to 100 feet deep.

2. Construct a slab-on-grade 2x4 construction pump house, approximately 10’ x 6’, with new electrical service and lighting, to house water treatment and pump equipment including pressure tank, iron filtration system, chlorination system, well pump & motor control components, and all associated piping and appurtenances to replace existing water treatment and pump house functionality. Trench and install new electrical conduit and conductor wire from existing 200 amp residential panel to new 100 amp subpanel, including replacement of existing 30 amp circuit breaker. Connect new finished water piping to existing chlorine contact piping for water supply to the residence.

3. Demolish the existing pump house, including concrete slab floor surrounding existing cased well. Salvage existing water treatment equipment for government re-use.

4. Decommission the existing shallow residential well in accordance with Washington State Department of Ecology requirements.

D. The project will be constructed under a single prime contract.

E. Project Contacts:

1. Contracting Officer (CO): Michael Beatty; (360) 854-7219; michael_beatty@nps.gov

2. Contracting Officer’s Representative and Project Manager (COR/PM): Kerri Cook;

600 E. Park Ave., Port Angeles, WA 98362; (360) 565-3161; kerri_cook@nps.gov

OLYM – PMIS 338781 01 00 00 - 2

1.2 WORK RESTRICTIONS

A. General: All work is restricted to the pre-approved construction and staging areas. No impacts to areas outside of the construction and staging areas, as designated in the drawings and by the Contracting Officer, shall occur.

B. Site Access: Contractor shall access the project site via North Shore Road and the 0.15-mile gravel driveway to the residential project site.

C. Construction Time Period: Timing of work shall be coordinated with the Contracting Officer and follow the approved Contractor’s work schedule.

D. Work Hours: Work hours are from 7:00 am to 5:30 pm Monday through Friday. Conduct work producing above ambient noise between two hours after sunrise and two hours before sunset during the April 1 through September 23 marbled murrelet nesting season. Muffle above ambient noise whenever possible to reduce noise impacts. Weekend and holiday work will normally not be allowed. Special requests may be made through the Contracting Officer.

E. Staging and Storage of Materials: Confine storage of equipment and materials to the staging/lay-down/storage areas identified within the area designated by the Contracting Officer or as established at the preconstruction meeting. All staging and stockpiling areas shall be returned to pre-construction conditions following construction.

F. Vehicles & Equipment: Confine parking to areas designated for parking or staging of materials and equipment.

1. No unattended motors/engines are permitted. No idling of motors or engines for extended periods of time is permitted.

2. Fueling of any type, whether equipment or vehicles, must be done either on non-pervious surfaces such as concrete or asphalt, or deploy a spill containment pad.

3. Equipment must be free of any fluid leaks (fuel, oil, hydraulic fluid, etc.) upon arrival to the work site and shall be inspected at the beginning of each shift for leaks. Leaking equipment will be removed off site for necessary repairs before the commencement of work.

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

1. Contractor shall be responsible for locating and preventing damage to known utilities.

If damage occurs, repair utility at no additional expense to the Government.

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

H. 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 five (5) business days in advance of proposed utility interruptions.

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

OLYM – PMIS 338781 01 00 00 - 3

I. Preservation of Natural Features:

1. Before entering the park, all workers shall check vehicles, equipment, tools, boots, and backpacks for weed seeds, mud that could harbor weed seeds, and plant parts. All equipment shall be power washed and inspected before entering the project site to ensure it is free of non-native weeds and/or seeds. The park requires and will perform inspections to ensure non-transport of non-native species BEFORE equipment is off-loaded. Contact the COR at least (3) three days in advance of park entry to arrange for an inspection(s) at the project site.

2. Re-use fill, rock, or topsoil from the project area, if possible. If not possible, or for utility bedding purposes, Contractor shall submit a list of proposed sources, end-use, and temporary storage requirements for imported material, 30 calendar days before delivery. The sources of imported rock, sand, gravel, and soil shall be inspected for invasive non-native plants, weeds, and/or seeds. The material must not be stockpiled at the quarry for more than 1 week after washing. If material comes from older stockpiles, the quarry must be certified weed-free by the County Noxious Weed Coordinator or a qualified weed inspector designated by NPS. For details on obtaining pit inspections and topsoil specifications, contact Contracting Officer’s Representative (COR) and provide at least 14 days notice that an inspection is needed. Imported material shall be free of non-native weeds and/or seeds. Imported material shall be shipped directly from the source to the Park without intermediary storage or staging.

Shipping vessels shall be covered, if necessary, to prevent spillage or blowing off their contents while in transit.

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

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

5. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer’s Representative (COR) and remove agreed-on roots and branches that interfere with construction.

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

7. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage. Where utility excavation or trenching intersects root systems of larger trees, cut roots greater than 3 inches in diameter cleanly with a sharp tool such as a saw (i.e. do not tear with the excavator).

8. Care shall be taken not to disturb any wildlife species (reptiles, migratory birds, raptors, or bats) found nesting, hibernating, estivating, or otherwise living in, or immediately nearby, worksites.

9. Remove all materials, including trash and food wastes, from project site daily to reduce the attraction of murrelet predators, such as crows and jays.

10. All disturbed ground shall be reclaimed using appropriate best management practices, which may include planting or seeding with native vegetation, or, in the case of small treatment areas, allowing native vegetation to reclaim the area naturally. Contractor shall consult with Contracting Officer’s Representative to determine the best methods for restoration.

J. Archaeological Resources: Archaeological resources are physical pieces of evidence of past human activity, including evidence of the effects of that activity on the environment.

Archaeological resources are found above and below the ground and underwater.

1. Archaeological monitoring will be required during all ground-disturbing activity unless deemed otherwise by the NPS. Contractor shall provide a minimum of two weeks

OLYM – PMIS 338781 01 00 00 - 4

advanced notice before beginning drilling, trenching or excavation so that an archaeologist can be available.

2. If unknown archaeological resources are discovered during construction, the contractor shall stop work or relocate work to a non-sensitive area until resources can be properly recorded and evaluated, and contact the Contracting Officer immediately. Measures shall be taken to avoid further resource impacts or to mitigate their loss or disturbance.

3. In the event that human remains are discovered during construction activities, all activities in the vicinity of the discovery must stop and the Chief Ranger's Office (if unavailable then Dispatch) contacted immediately. If the remains are determined to have no forensic value, then the Supervisory Archeologist contacted immediately. If the remains are Native American, Native Hawaiian, or a historical burial with lineal descendants, then OLYM's current Plan of Action plan will be followed in accordance with the Native American Graves Protection and Repatriation Act (1990), as amended.

K. Driveways and Entrances: Keep driveways, areas specifically designated by the Contracting Officer, and entrances serving premises clear and available to Government, Government employees, user groups, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

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

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

L. Construction Camp: The establishment of a camp within the Park is not permitted.

M. 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.

N. Control and provide security of Contractor-owned equipment and materials at the worksite.

Report immediately missing/lost/stolen property to the park dispatch/law enforcement rangers at

(360) 565-3115.

1.3 DEFINITION OF CONTRACT LINE ITEMS

A. For all line items, no separate measurement for payment will be made. Payment will be at the contract unit or lump sum price. Distribute mobilization, demobilization, administrative and overhead costs proportionally across contract line items.

B. Contract Line Item No. 1 – Drill New Well

1. This line item consists of all work, equipment and materials required for drilling and installing a new 6” diameter well up to 100 feet deep with oversized borehole diameter for installation of surface seal, permanent steel well casing, continuous slot stainless steel well screen, filter pack, well cap, and any other appurtenances required to establish a fully functional residential well. This includes all work, equipment and materials needed to properly develop the well, complete step drawdown and constant rate

OLYM – PMIS 338781 01 00 00 - 5

performance tests for the well to determine aquifer characteristics and sustained yield, and prepare test reports and record documentation of well construction required by the Wasington State Department of Ecology and Contracting Officer, including supplying the submersible well pump and portable power source (if required) to perform each test.

2. Meaurement for payment will be on a lump sum basis as a single item of work.

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

C. Contract Line Item No. 2 – Replace Pump House

1. This line item consists of all work, equipment and materials to construct a new 6’ x 10’ building consisting of concrete slab-on-grade foundation, insulated 2x4 wall construction, and metal roof with a new 100 amp electrical service panel, lighting, pump control, and GFCI receptacles. It includes trenching, backfill, and compaction required to instal new electrical conduit from the Peck residence to the new pump house, as well as conductor wire and a new 30 amp breaker in the Peck residence 200 amp electrical service panel. This line item also includes replacing all piping and treatment elements inside the pump house, including a new pressure tank, iron filtration system, sodium hypochorite chemical feed system, and all associated valves, gauges, regulators, injection quills, discharge lines, and other appurtenances to replace the existing water treatment and plumbing components in-kind, including plumbing and electrical extensions from the new pump house to the new well and also the existing in-ground chlorine contact pipe that supplies the residence with potable water. Following construction of the new pump house, this line item also consists of all work, equipment, and materials to demolish and remove the existing pump house and concrete slab floor surrounding the existing well.

2. Measurement for payment will be on a lump sum basis as a single item of work.

D. Contract Line Item No. 3 – Decommission Existing Well

1. This line item consists of all work, equipment and materials required to properly abandon and decommission the existing well in accordance with Washington State Department of Ecology standards and requirements, including submission and copies of all forms, reports, or other documentation to both Ecology and the Contracting Officer.

2. Meaurement for payment will be on a lump sum basis as a single item of work.

E. Option Item A – Additional Well Depth

1. When this item is authorizied, it consists of all work, equipment and materials required for drilling and installing 6” well casing beyond a depth of 100 feet.

2. Measurement for payment will be the number of linear feet of depth of hole drilled, measured vertically from 100 feet below the natural ground level to the bottom of the hole, if required to construct a fully functional residential well. Measurement shall be made to the nearest foot.

3. Payment will be made at the contract unit price per linear foot of borehole drilled beyond 100 feet.

OLYM – PMIS 338781 01 00 00 - 6

1.4 PROJECT MEETINGS

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

1. Roles & Responsibilities/ Lines of Authority

2. Park rules and regulations

3. Jobsite Safety

4. Coordination of Subcontractors

5. Labor law application

6. Modifications

7. Payments to Contractor

8. Payroll reports

9. Contract time

10. Display of required posters

11. Notice to proceed

12. Correspondence procedures

13. Acceptance/rejection of work

14. Progress meetings

15. Submittal procedures

16. Environmental requirements

17. Saturday, Sunday, holiday, and night work

18. Schedule of Values

B. Progress Meetings: The Contracting Officer’s Representative may schedule weekly or biweekly site meetings with the Contractor once onsite work commences. The Contractor shall be responsible for facilitating progress meetings amd ensuring that the appropriate entities involved in planning, coordination, or performance of upcoming work activities are represented at these meetings.

1.5 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of one (1) week before the Preconstruction Conference. Contracting Officer will notify the Contractor of the tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent

2. Construction Schedule

3. A comprehensive breakdown of the 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, using SF1413

7. Satisfactory evidence of liability insurance coverage and worker’s compensation for the Contactor and all subcontractors

8. Quality Control Plan

OLYM – PMIS 338781 01 00 00 - 7

B. All items listed must be provided to the Contracting Officer before the Pre-Construction Conference is held. If all of these documents have not been received one week before the scheduled Pre-Construction Conference date, the conference will be canceled, a Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. On-site work shall not commence until a written Notice to Proceed has been issued.

C. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Contracting Officer will return without review, submittals received from sources other than the Contractor.

1. CM-16 Transmittal Form: All material submittals shall be transmitted using National

Park Service form CM-16. (This form can be downloaded from the Workflows website at http://www.nps.gov/dscw/con_subreview21.htm.) No action will be taken on a material submittal item unless accompanied by the transmittal form.

2. Documents required in Division 1 should be submitted with the CM-16 Transmittal form, as well, but may be submitted as a single Division 1 package.

1.6 ACCIDENT PREVENTION PROGRAM

A. The Contractor is responsible for establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1. Ensure compliance with OSHA and project requirements.

2. Provide adequate first aid facilities for the number of employees and the type of construction at the site.

B. Accident Reporting:

1. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to the Contracting Officer an Accident/Property Damage Report (Form CM-22). This form may be obtained from the Contracting Officer.

2. All Other Accidents: The Contractor shall report all other accidents to the Contracting Officer as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

1.7 QUALITY CONTROL PROGRAM

A. The Contractor is responsible for all testing and inspections required by the project. Inspect and test work as needed to ensure that the quality of materials, workership, construction, finish, and functional performance comply with applicable specifications, drawings, and codes.

1. Engage a qualified testing agency to perform these quality-control services.

2. Submit the appropriate report, for each quality-control service.

3. Testing and inspecting requested by the Contractor and not required by the Contract

Documents are the Contractor's responsibility.

http://www.nps.gov/dscw/con_subreview21.htm

OLYM – PMIS 338781 01 00 00 - 8

4. The Contracting Officer may designate test locations.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with the Contract Document requirements. The quality of all work shall be the responsibility of the Contractor.

1.8 TEMPORARY FACILITIES

A. Field Offices, General: If the Contractor chooses to establish a field office, use a prefabricated or mobile unit with serviceable finishes, temperature controls, and foundations adequate for normal loading.

B. Sanitary Facilities: Contractor shall supply properly lighted and ventilated, weather-proof, lockable, portable toilet(s) with handwashing or sanitizing capability located in the designated material and equipment staging area. The contractor shall properly pump/empty these toilets regularly, and keep the toilet clean so as not to attract insects/animals.

C. Water: Potable water may not be available at the site if the current residential well is dry, and there are no fire hydrants available nearby for rapid filling. Contractor shall supply cool, potable drinking water as needed for employees, and additional water as needed for construction.

D. Telephone Service: No telephone service is available on site for the Contractor’s use. The project site does not have reliable cellular phone coverage.

E. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction and demolition operations. Recycling is encouraged.

F. Fire Prevention & Protection: A capable and qualified person shall be placed in charge of fire protection. The responsibilities shall include locating and maintaining fire protective equipment and establishing and maintaining safe work procedures.

1. Equip all gasoline or diesel-powered equipment used in potential forest or grass fire locations with spark arresters.

2. Locate internal combustion equipment so that exhausts discharge well away from combustible materials.

3. Smoking: Smoking on the construction site is prohibited.

4. Vehicles & Equipment: Provide one extinguisher on each vehicle or piece of equipment.

G. Protect existing site improvements to remain, including structures and utilities.

H. Adequately barricade open cuts. Install Barrier Tape where directed by the Contracting Officer.

Keep a minimum of two (2) rolls on-site at all times.

1.9 PROJECT CLOSEOUT

A. Maintain one complete set of contract drawings and one full-size set of vendor-supplied drawings.

Mark changes, deletions, and additions to show actual construction conditions. Show additions

OLYM – PMIS 338781 01 00 00 - 9

in red, deletions in green and special instructions in blue. On completion of the total project, submit complete record drawings. Include all shop drawings, sketches, and additional drawings that are to be included in the final set, with clear instructions showing the location of these drawings.

B. Complete the following closeout requirements before requesting a final inspection:

1. Submit electronic copies of any product operation and maintenance manuals, product cut sheets, specific warranties, guarantees, final certifications, and similar documents.

2. Submit performance testing reports.

3. Remove temporary facilities, construction tools, and similar elements from the project site.

4. Complete final cleaning and site restoration requirements.

5. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

6. Instruct NPS personnel in operation, adjustment, and maintenance of products, equipment, and systems.

1.10 FINAL INSPECTION, SUBSTANTIAL COMPLETION & ACCEPTANCE PROCEDURES

A. Request final inspection in writing when project or designated portion of project is substantially complete. Contracting Officer will proceed with inspection within ten (10) days of receipt of written request or will advise Contractor of items that prevent project from being substantially complete.

B. If following final inspection, the work is determined to be substantially complete, the Contracting Officer will prepare a Punch List to be corrected before final acceptance and issue a Letter of Substantial Completion. The contractor shall complete the work described on the Punch List within thirty (30) calendar days, as weather permits. If the Contractor fails to complete the work within this time frame, the Contracting Officer may either replace or correct the work with an appropriate reduction in the contract price or charge for re-inspection costs following the Inspection of Construction clause of the contract.

C. If, following final inspection, the work is not determined to be substantially complete; Contracting Officer will notify the Contractor in writing. Contractor shall request a new final inspection after completing work. All re-inspection costs may be charged against the Contractor following the Inspection of Construction clause of the contract.

D. After all Punch List items and deficiencies have been corrected, the Contracting Officer will issue a Letter of Final Acceptance.

2.1 ACTION SUBMITTALS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. Mark each copy of each submittal to show which products and options are applicable.

2. Include the following information, as applicable:

a. Manufacturer’s written recommendations.

OLYM – PMIS 338781 01 00 00 - 10

b. Manufacturer’s product specifications.

c. Manufacturer’s installation instructions: When Contract Documents require compliance with manufacturer’s printed instructions, provide one complete set of instructions to the Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

d. Manufacturer’s catalog cuts: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

e. Wiring diagrams showing factory-installed wiring.

f. Printed performance curves.

g. Compliance with specified referenced standards.

h. Testing by the recognized testing agency.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale.

1. Preparation: Fully illustrate requirements in the Contract Documents.

2. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

g. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

C. Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material. Every effort will be made by the National Park Service to approve these materials.

2.2 INFORMATIONAL SUBMITTALS

A. Contractor’s Construction Schedule: The purpose of the Construction Schedule is to ensure adequate planning, coordination, scheduling, and reporting during the execution of the work by the Contractor. The Construction Schedule will assist the Contractor and Contracting Officer (CO) in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment. It shall include the dates in the contract, phases, milestones, holidays, weather consideration, a critical path, and any other requirements of this contract.

B. Accident Prevention Plan: After the contract award and before the Pre-Construction conference, submit for review an Accident Prevention Plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of the onsite representative (Site Safety Supervisor) responsible for carrying out the program. The designated Site Safety Supervisor shall be responsible for:

a. Implementation and enforcement of the Accident Prevention Plan

b. Daily safety inspecitons

OLYM – PMIS 338781 01 00 00 - 11

c. Conducting and documenting weekly and monthly safety meetings

d. Review of safety requirements at progress meetings

e. Compilation and maintenance of safety reference materials

f. Tracking and resolution of safety violations

g. Site personnel and visitor compliance with site safety and health requirements and the Accident Prevention Plan

h. Investigation and reporting of accidents and injuries

2. Weekly and monthly safety meetings, documented with topics and attendees.

3. First aid and rescue procedures.

4. Training, both initial and continuing.

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

C. Schedule of Values: Break down each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify the accuracy of dollar values. Include general condition costs, overhead, and profit in the total dollar value of unit price items and the component work activities for each lump-sum item. The total cost of all items shall equal the contract price. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting Officer before the first progress payment is processed.

D. Quality Control Plan: The Quality Control Plan shall include:

1. A list of personnel responsible for quality control and assigned duties. Include each person's qualifications. Include alternate(s) and qualifications, where appropriate.

2. A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties and authorities designated by principal or owner.

3. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

4. Methods of performing, documenting, and enforcing quality control of all work, including Contractor report forms and acknowledgment of NPS forms.

5. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

6. Provisions for substantial completion(s) and final inspection(s) per Contract.

7. Quality Control Daily Reports and Daily Test Report Information Sheets (attached) of quality control activities and tests, which shall be maintained each day onsite work activities occur and submitted to the Contracting Officer no less than weekly.

E. Material Test Reports: Prepare reports written by a qualified testing agency, on the testing agency’s standard form, indicating and interpreting test results of material for compliance with the requirements in the Contract Documents.

F. Product Test Reports: Prepare written reports indicating the current product produced by the manufacturer complies with the requirements in the Contract Documents. Base reports on the evaluation of tests performed by the manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

OLYM – PMIS 338781 01 00 00 - 12

G. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of field tests performed either during the installation of the product or after the product is installed in its final location, for compliance with the requirements in the Contract Documents.

H. Manufacturer’s Instructions: Prepare written or published information that documents the manufacturer’s recommendations, guidelines, and procedures for installing or operating a product or equipment. Include the name of the product and the name, address, and telephone number of the manufacturer.

PART 3 - EXECUTION (Not Used)

OLYM – PMIS 338781 QUALITY CONTROL PLAN FORMS

CONTRACTOR'S QUALITY CONTROL DAILY REPORT

REPORT NO. _________ SHEET 1 OF _________

PROJECT

CONTRACT NO.

DATE

PARK

CONTRACTOR'S REPRESENTATIVE ON THE JOB

WEATHER (Rain, Snow, Cloudy, Windy, etc.)

RAINFALL

Inches

TEMPERATURE GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)

MAX.

MIN.

1. PRIME CONTRACTOR

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

THE JOB

NO.

UNITS

HRS. WORKING

YES NO Comments

WORK PERFORMED BY PRIME CONTRACTOR:

MATERIALS DELIVERED OFFICIAL VISITORS TO SITE

2A. SUBCONTRACTOR, _____________________________________________: (If more than one subcontractor use copies of following page.)

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

THE JOB

NO.

UNITS

WORK PERFORMED BY SUBCONTRACTOR:

3. SPECIFIC INSPECTIONS: (Inspections performed, results, and corrective actions)

4. TESTING: 1 Check if any testing was performed today. (Complete and attach Test Report Information Sheets.)

Type and Location of Testing:

5. VERBAL INSTRUCTION RECEIVED FROM GOVERNMENT ON CONSTRUCTION DEFICIENCIES OR RE-

TESTING REQUIRED:

6. REMARKS:

7. CERTIFICATION:

I certify that the above report is complete and correct and that I, or my authorized representative, have inspected all work performed this day by the prime contractor and each subcontractor and determined that all materials, equipment, and workership are in strict compliance with the plans and specifications except as may be noted above.

Contractor's Quality Control Representative

SUBCONTRACTOR WORK CONTINUED:

CONTRACT NO. REPORT NO. _______

SHEET ____ OF ____

2 SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT

ON THE JOB

NO.

UNITS

2 SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT

ON THE JOB

NO.

UNITS

ON THE JOB

NO.

UNITS

ON THE JOB

NO.

UNITS

HRS. WORKING

YES NO COMMENT

S

DAILY TEST REPORT INFORMATION SHEET

CONTRACT NO._________________________ REPORT NO. _____________

SHEET _____ OF _________

1. Individual Making Inspection or Test:

2. Testing Laboratory; Name: Phone #:

Address:

3. Description of Work and Test Method:

4. Location of Samples and Tests or Inspections:

5. Specification Section:

6. Inspection or Test Data:

7. Test Results and Interpretations of Test Results:

8. Comments or Professional Opinion About Compliance of Inspected Work or Tested Work with contract Document Requirements:

9. Recommendations:

10. Corrective Actions Taken:

CERTIFICATION:

I certify that the above testing report is complete and correct and that all testing performed this day for this contract is in strict compliance with the plans and specifications except as noted above.

Signature of Inspector

Request for Information (RFI) Form National Park Service (NPS) - Denver Service Center (DSC) | 2-18-20

RFI Number:

Project:

Contract Number:

Date:

To:

Carbon Copy (CC):

From:

Subject:

Please provide the following information or clarification:

Response Required By:

Date:

To:

From:

Subject: Response to RFI Number:

Response:

DIVISION 02

EXISTING CONDITIONS

OLYM – PMIS 338781 02 41 00 – 3

DEMOLITION & ABANDONMENT

SECTION 02 41 00

1.1 DESCRIPTIONS

A. The work of this Section includes all demolition, removal, salvage, decommissioning, and disposal of existing structures, piping, wells and other miscellaneous materials.

1.2 SUBMITTALS

A. Submit schedule showing sequence of demolition work. Include in schedule tasks for isolating, shutting off, and re-establishing utility services anticipated to impact residential water supply.

B. Certifications and Testing including well driller’s certification for well abandonment per Washington State Department of Ecology requirements.

C. Washington State Department of Ecology Notice of Intent Form for well decommissioning.

1.3 SITE CONDITIONS

A. Protection

1. Erect barriers, fences, enclosures, chutes, and shoring around all construction activities to protect personnel, structures, and utilities remaining intact.

2. Protect designated trees and plants from damage.

B. Maintaining Traffic

1. Assure minimum interference with roads, streets, driveways, sidewalks, and adjacent facilities.

C. Utility Lines and Services

1. Obtain permission to disrupt any utilities or services temporarily or permanently.

2. Prior to demolishing a utility or facility, notify the Contracting Officer three (3) days in advance, and plan the demolition such that the demolition will not create an unsafe condition or interfere with ongoing operations.

3. Where demolition must occur in such a sequence that a portion of the utility must remain operational, coordinate this aspect with the Contracting Officer.

4. Provide adequate fire protection. Keep area clear of hazardous substances and debris.

5. Explosives are not permitted.

OLYM – PMIS 338781 02 41 00 – 4

PART 2 - PRODUCTS

2.1 BACKFILL MATERIALS

A. See Section 31 05 16 – Aggregates for Earthwork.

B. See Washington Administrative Code (WAC) 173-160-381 for well decommissioning requirements.

2.2 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

C. Comply with WAC 173-160-381 and Washington State Department of Ecology for well decommissioning efforts.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that areas to be demolished are not in use.

A. Do not commence demolition work until conditions are acceptable to Contracting

Officer.

B. The following well log is provided for informational purposes only. It shall be the Contractors responsibility to examine the site and the well information available to determine the work required to fully abandon the designated well in accordance with WAC and Department of Ecology requirements.

OLYM – PMIS 338781 02 41 00 – 5

OLYM – PMIS 338781 02 41 00 – 6

3.2 PREPARATION

A. Arrange for and verify termination of utility services to include capping abandoned lines.

B. Protect to ensure safe passage of people around selective demolition area and to and from occupied buildings.

3.3 DEMOLITION/ABANDONMENT

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

a. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems.

b. Disconnect, demolish, and remove utility systems, and components indicated to be removed.

2. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

3. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material or concrete plug.

3.4 GENERAL

A. Dampen debris and use temporary enclosures as necessary to control dust.

B. Do not use water to the extent it causes flooding, contaminated runoff, or icing.

C. Break concrete and masonry into sections less than three (3) feet in any dimension and dispose of off-site.

D. Repair damage to adjacent structures.

E. Make neat saw cuts around areas of concrete to be removed, where remaining concrete is to be incorporated into new work.

F. Remove existing exposed piping to the extent required.

G. Remove buried piping to the extent required.

H. All equipment to be removed, salvaged, and replaced shall be done so in a safe manner and such that the equipment and any associated piping or wiring is not damaged.

OLYM – PMIS 338781 02 41 00 – 7

I. All debris from demolition and abandonment shall be removed from the Park and disposed of in a legal manner. Any material which the Contracting Officer may wish to salvage shall be cleaned and stored per the Contracting Officer’s direction and requirements of this specification.

3.5 HAZARDOUS MATERIALS

A. If suspected hazardous materials are encountered during demolition of existing facilities, all work is to be stopped immediately and the Contracting Officer is to be immediately notified.

3.6 DISPOSAL

A. Place demolition debris in debris containers onsite for weekly removal.

B. Dispose of unsuitable and excess material off-site. Contractor shall recycle all recyclable demolished materials. Only materials not suitable for recycling shall be disposed of in a land fill.

C. Disposal of demolition material shall be in accordance with all EPA, OSHA, and

State of Washington requirements for materials disposal.

3.6 SALVAGE

A. Carefully remove items to be salvaged and protect in a designated storage area onsite.

B. Replace any items damaged through carelessness in removal, storage, or handling with new items of same type.

C. Do not reuse materials or equipment not specifically indicated or specified to be reused.

DIVISION 03

CONCRETE

OLYM – PMIS 338781 03 30 01 - 1

CONCRETE FLOOR SLABS

SECTION 03 30 01

1.1 DESCRIPTION

A. The work of this section includes all work reqruied to furnish and install concrete floor slabs, as described in the Contract Documents. Specifically, this includes formwork, reinforcing, placement, finishing, and curing for concrete floor slabs; shoring and bracing; and underslab vapor retarder sheet.

1.2 REFERENCES

A. All references shall be the latest adopted edition.

B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass

Concrete; American Concrete Institute International

C. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute

International

D. ACI 302.1R - Guide for Concrete Floor and Slab Construction; American Concrete Institute

International

E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American

Concrete Institute International

F. ACI 305R - Hot Weather Concreting; American Concrete Institute International

G. ACI 306R - Cold Weather Concreting; American Concrete Institute International

H. ACI 318 - Building Code Requirements for Reinforced Concrete and Commentary; American

Concrete Institute International

I. ASTM C33 - Standard Specification for Concrete Aggregates

J. ASTM C94 - Standard Specification for Ready-Mixed Concrete

K. ASTM C150 - Standard Specification for Portland Cement

L. ASTM C260 - Standard Specification for Air-Entraining Admixtures for Concrete

M. ASTM C494 - Specification for Chemical Admixtures for Concrete

N. ASTM C1059 - Standard Specification for Latex Agents for Bonding Fresh To Hardened

Concrete

OLYM – PMIS 338781 03 30 01 - 2

O. ASTM C1107 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink)

P. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete

Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)

1.3 SUBMITTALS

A. Product Data:

1. Submit product data for concrete design mix(s) from concrete suppliers.

2. Under-slab vapor retarder.

B. Design Mixes: For each concrete mix, submit proposed mix designs a minimum of fifteen

(15) days in advance of placing operations for each type of concrete. The submitted mix designs shall include the following:

1. Supporting test data for mixes that are not more than twelve (12) months old. Include a sufficient number of tests and conduct statistical analysis in compliance with ACI 301.

2. Gradation of fine and coarse aggregates not more than ninety (90) days old showing compliance with ASTM C33.

3. Proportions of all ingredients, including all admixtures, were added either at the time of batching or at the job site. Aggregate weights shall be based upon saturated surface dry conditions.

4. Water/cement ratio.

5. Slump as measured according to ASTM C143.

6. Air content of freshly mixed concrete as measured according to ASTM C231.

7. Strength measured at seven (7) and twenty-eight (28) days.

8. Certifications that all ingredients in each mix are compatible.

1.4 QUALITY ASSURANCE

A. Perform work of this section following ACI 301 and ACI 318.

B. Acquire cement from the same source and aggregate from the same source for the entire project.

C. Follow recommendations of ACI 305R when concreting during hot weather.

D. Follow recommendations of ACI 306R when concreting during cold weather.

1.5 CONTRACTOR RESPONSIBILITY

A. Contractor is responsible for designing and engineering the formwork along with the associated bracing and shoring to withstand all imposed construction forces.

OLYM – PMIS 338781 03 30 01 - 3

B. Contractor is responsible for coordinating and controlling the installation and protection of the entire concrete slab assembly including the underslab capillary break selection, selection of concrete design mix conforming to design criteria, control of water added to concrete on the site, placement of concrete, slab finishing methods, slab curing methods and dry-out of the concrete slabs to achieve a crack-free slab with surface finish, vapor emission rate, moisture content and pH level required for successful construction of finished product.

2.1 FORMWORK MATERIALS

A. Form Materials (Except at Concrete Exposed to View): Provide per ACI 347R at the discretion of Contractor.

B. Form Material for Concrete Exposed to View: APA rated B-B High-Density Concrete Form

Overlay plywood, Class I, conforming to PS 1.

1. Plywood shall be new, or used once, with a face free of defects and nail holes filled.

C. Form Release Agent: Colorless, non-staining, low or no VOC, will not adversely affect surface coatings or waterproofing.

D. Accessories:

1. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete.

2.2 INSERTS & EMBEDS

A. Inserts and Embeds: Steel or ductile iron, type, and configuration suitable for intended load/connection and rated for intended load with a generous margin of safety.

B. Anchor bolts: As required and shown in drawings.

2.3 REINFORCEMENT

A. Reinforcing Steel and Welded Wire Mesh: As required and shown in drawings.

B. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum sixteen (16) gage.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

a. Where reinforcement is installed over the underslab vapor retarder, provide metal or concrete support pads that will not damage the vapor retarder.

b. Provide stainless steel or plastic components for placement within one and one-half inch (1-1/2”) of weathering surfaces.

OLYM – PMIS 338781 03 30 01 - 4

C. Fabrication:

1. Fabricate concrete reinforcing following CRSI (DA4) - Manual of Standard Practice.

2. Welding of reinforcement is permitted only with the specific approval of the

Contract…