Att_02_140P8421Q0064_Specifications.pdf

POINT REYES NATIONAL SEASHORE

PMIS No. 184926

PAINT EXTERIOR OF BUILDINGS AND UTILITIES

STRUCTURES PROJECT

Division 01 - 48

CONSTRUCTION SPECIFICATIONS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

May 24, 2021

PORE - 184926 TOC - 1

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS PAGE NO.

Part 1 – Summary of Work (Section 01 11 00) Part 2 – Work Restrictions (Section 01 11 40) Part 3 – Project Management (Section 01 31 00) Part 4 – Submittal Procedures (Section 01 33 23) Part 5 – Safety Requirements (Section 01 35 23) Part 6 – Quality Requirements (Section 01 40 00) Part 7 – Temporary Facilities and Controls (Section 01 50 00) Part 8 – Execution (Section 01 73 40) Part 9 – Closeout Procedures (Section 01 77 00)

DIVISION 02 – EXISTING CONDITIONS NO. OF PAGES

02 05 00 General Site Construction Requirements 02 41 13 Selective Site Demolition

DIVISION 03 – CONCRETE (Section not used)

DIVISION 04 – MASONRY (Section not used)

DIVISION 05 – METALS (Section not used)

DIVISION 06 – WOOD, PLASTICS, & COMPONENTS (Section not used)

DIVISION 07 – THERMAL & MOISTURE PROTECTION

07 46 23 Wood Siding

DIVISION 08 – OPENINGS (Section not used)

DIVISION 09 - FINISHES

09 90 00 General Painting & Coating Requirements

DIVISION 10 – SPECIALTIES (Section not used)

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 (Section not used)

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DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) (Section not used)

DIVISION 27 – COMMUNICATIONS (Section not used)

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

DIVISION 31 – EARTHWORK (Section not used)

DIVISION 32 – EXTERIOR IMPROVEMENTS (Section not used)

DIVISION 33 – UTILITIES (Section not used)

DIVISION 34 – TRANSPORTATION (Section not used)

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

DIVISION 40 – PROCESS INTERCONNECTIONS (Section not used)

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

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

DIVISION 43 – GAS HANDLING EQUIPMENT (Section not used)

DIVISION 44 – POLLUTION CONTROL EQUIPMENT (Section not used)

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

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT (Section not used)

DIVISION 48 – ELECTRICAL POWER GENERATION (Section not used)

DIVISION 01

GENERAL REQUIREMENTS

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PROJECT SPECIFICATIONS

PART 1 – SUMMARY OF WORK (SECTION 01 11 00)

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. General: All work outlined below will be performed under a single contract.

B. Project Location: This project is located at 1 Bear Valley Road, Point Reyes Station, California 94950 in the Point Reyes National Seashore, California.

C. Project Background: The purpose of this project is to paint the exterior of the buildings and utilities structures to prevent water damage to the structures and improve the visual appearance of the structures.

D. Project Scope of Work: The Work consists of the following: surface preparation and painting of exterior of Building and Utilities complex and Ranger Cache in the Bear Valley Headquarters area. A total of 8,686 square feet exterior walls, thirty-five windows, seven walk-out doors, four roll up doors, three sets of French doors, a wooden stair with railings, treads, and porch, and one pair of sliding barn doors will be painted.

E. An optional bid item of repairing approximately 600 square feet of deteriorated siding will included in the scope of work also.

1.2 REFERENCE DOCUMENTS / REPORTS

A. General: The following reference documents / reports are attached or available upon request to supplement the information in the specifications:

1. NPS Forms (RFI, CM-16, and QC Daily Report)

2. Site Location Map

3. Park Regulations

1.3 GOVERNMENT-FURNISHED ITEMS

A. Government-Furnished Items: The government will furnish the following products or materials for use on this contract: none anticipated.

1.4 PUBLIC / STAFF USE OF THE SITE

A. General: The project site will be open to the public and/or staff during construction. The contractor shall at all times conduct his operations to ensure the least inconvenience to the

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public and staff. Temporary closures may be permitted upon specific written approval of the Contracting Officer.

1.5 CONTRACTOR USE OF SITE

A. General: Limit use of the site during the construction period to the project area limits as outlined on the attached site map.

B. Park Regulations: Ensure all personnel (contractors, subcontractors, and vendors) entering or working in the park are familiar with and obey all park regulations. Law enforcement rangers will intervene if they perceive any unsafe or unlawful activity.

C. Park Entry: Vehicles associated with the Contractor shall be waived the entrance fee upon entering in a marked company vehicle or by providing the names of employees entering in personal vehicle(s). Please note that the entrance fee is waived only for the purpose of reporting directly to a specific work location. Any deviation for recreational purposes is subject to payment of required entrance fees.

1. Provide the Contracting Officer with a listing of all contract personnel and their associated vehicles entering the park on a daily basis.

2. Provide the Contracting Officer with a listing of anticipated deliveries for each week.

D. Site Access: The contractor shall access the project site as outlined on the attached site map.

Do not drive vehicles off road or access non-project areas without permission from the contracting officer or their representative.

E. Working Hours: Regular work hours shall be limited to daylight hours from 7:00 a.m. until 5:00 p.m. Monday through Friday, excluding government holidays. Work outside regular hours requires approval from the contracting officer.

F. Staging and Storage: Confine the storage of equipment and materials to the staging / lay-down / storage areas as established at the preconstruction meeting.

G. Property Damage: The Contractor is required to report missing, lost, stolen, or damaged property occurring within the park. This report must be made to a Law Enforcement Ranger or Park Dispatch at the first available opportunity at (415)561-5505.

H. No Smoking Policy: Smoking is prohibited inside or outside within 25 feet of any buildings in the park. This applies to existing buildings and buildings under construction or renovation.

Discarding of tobacco products or debris anywhere other than into designated tobacco receptacles is considered littering and subject to fines.

PART 2 – WORK RESTRICTIONS (SECTION 01 11 40)

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2.1 WORK RESTRICTIONS

A. General: The Contractor must comply with the following work restrictions:

B. Vehicles / Heavy Equipment:

1. Rules of the Road: All vehicles and heavy equipment will comply with posted traffic regulations, including speed limits and double-yellow center lane markings. Vehicles and heavy equipment shall take every safe opportunity to use paved roadside pullouts in order to allow faster moving traffic to pass. Failure to comply with traffic regulations will result in a citation being issued to the driver.

2. Vehicle Parking: The contractor shall park vehicles and heavy equipment in designated areas as established at the preconstruction meeting. Vehicles are not permitted within long-term or overnight parking along park roads or in associated overlooks / pullouts.

3. Driveways and Entrances: The contractor shall keep driveways and entrances serving the premises clear and available to the government, government employees, and emergency vehicles at all times.

4. Vehicle Exhaust: All vehicles will be properly maintained to ensure that the exhaust produced is within legal limits. Effects of excessive vehicle exhaust may be subject to enforcement of State and Federal laws regarding emissions as well as those regarding threatened and endangered species.

5. Spills: The Contractor shall be responsible for any cleanup efforts required in accordance with 40 CFR and all applicable state environmental quality laws regarding disposal and cleanup of hazardous / industrial wastes. Contractor must immediately notify the Contracting Officer of spills.

6. DOT Compliance: All vehicles are to be compliant with all DOT requirements including but not limited to driver with appropriate license class, medical examiner card as appropriate with license class, carrying three (3) triangles or three (3) flares, mounted fire extinguisher, and valid DOT safety sticker.

7. Slow Vehicles: The Contractor is to notify the Contracting Officer of slow vehicles that may cause traffic delays or extended traffic lines. Vehicles that are slow are requested to enter the Park AFTER 2:00 p.m. and exit the Park BEFORE sunset.

8. Oversized Vehicles: Oversized vehicles are defined as vehicles where the width of the vehicle or load exceeds one lane (i.e., beyond the center line of the paved road).

Oversized vehicles must not exceed the clearances along the Park road corridor.

Oversized vehicles will require an escort and drivers must avoid driving on the edges of the Park road. The Contractor is to notify the Contracting Officer of oversized vehicles, PORE – 184926 01 00 00 - 4 scheduled dates, and estimated arrival times at the park entrance; and the identity of who is escorting the vehicle (e.g., police, contractor, etc.). Vehicles that are oversized are requested to enter the Park AFTER 2:00 p.m. and exit the Park BEFORE sunset.

9. Road & Weight Restrictions: All vehicle load, weight, and size limitations, as established by State law, apply to vehicles operated on the Park road (36 CFR § 4.11).

No loads heavier than the current load rating for park roads and bridges will be permitted.

C. Resource Protection:

1. General: The Park is committed to protecting natural and cultural resources found within the park and adjacent lands. The Contractor must comply with the following rules and conditions:

2. Preservation of Natural Features: Prevent damage to natural surroundings. Do not attach ropes, wires, guy lines, cables, or chains to trees or vegetation. Restore damaged areas and replace damaged trees, vegetation, and grass at no expense to the government.

3. Invasive Species: The introduction of non-native invasive species can threaten rare and endangered species or can create new populations of non-native species not traditionally found in the park. The contractor is required to inform personnel, subcontractors, and vendors to thoroughly clean all vehicles (especially the tires), equipment, tools, supplies, and materials prior to packing / loading. The park requires and will perform inspections to prevent transport of non-native species PRIOR to arriving at the park entrance.

Contact the Equipment Inspector at least (3) three days in advance of park entry to arrange for inspection(s) at the loading dock or point of origin.

4. Endangered Species: Endangered species are protected by Federal law. Obey all park regulations. Drivers must obey all traffic laws and watch for animals on or alongside road or at the jobsite. Contact Park Dispatch at (415) 561-4700 immediately if animal is hit or injured or will not move off the road.

The following measures are required to minimize disturbance to endangered wildlife:

a. Work shall be conducted to ensure the work area is cleaned up at the end of each work shift so that loose tools, debris, and materials are not left out in a manner that could present a hazard to a listed species.

b. Noise and vibrations of equipment shall be kept to a minimum when working in the vicinity of a listed species.

c. Hazmat spill prevention protocols shall be employed when using gas-powered equipment.

d. Tarps shall be used to contain all paint chips and building debris from exterior surfaces that may fall to the ground.

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e. Ensure loose nails and screws do not make it to the ground when working on exterior surfaces as these can be detrimental to listed species.

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

Archaeological resources are found above and below ground and underwater. The Contractor’s Project Superintendent, or designee, will observe all ground-disturbing activities in archaeological sensitive areas. If the Contractor discovers resources, the Contractor shall stop work or relocate to a non-sensitive area and contact the Contracting Officer immediately. The Park may also have an Archaeological Monitor at the jobsite who is authorized to stop work upon discovery of archaeological resources.

Archaeological resources typically found in the park or at the project site will be discussed further at the preconstruction meeting.

6. Soundscape / Noise: The contractor shall minimize noise levels at the project site to protect the soundscape of the park. Perform noise-producing work in less sensitive hours of the day or week or as directed by the contracting officer.

PART 3 – PROJECT MANAGEMENT (SECTION 01 31 00)

3.1 SUBMITTALS

A. Division 01 Submittal Documents: The following documents shall be submitted a minimum of one week prior to the Preconstruction Meeting. If all of these documents have not been received one week prior to the scheduled Preconstruction Meeting date, the meeting will be cancelled and the Notice to Proceed (NTP) will not be issued. Work shall not commence until written Notice to Proceed has been issued.

1. Letter designating the Project Superintendent.

2. Construction Schedule - Submit a baseline schedule with start date, end date, major work activities and durations, estimated pre-final inspection date, and other major milestones.

Provide updates to baseline schedule as needed / requested during construction.

3. Schedule of Values (SOV) – Submit a schedule of values with a breakdown of component work activities for which progress payments will be requested. The total costs for the component work activities shall equal the total contract price.

4. Accident Prevention Plan (APP) – Submit an accident prevention plan with the name of the supervisor responsible for executing the plan, a job hazard analysis for each major work activity, first aid procedures, and planning for potential emergency situations.

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5. Storm Water Pollution Prevention Plan (SWPPP) – For projects with ground disturbance estimated to be greater than 1-acre, complete and submit a SWPPP to the Authority Having Jurisdiction that satisfies all Federal and State permit requirements under the National Pollution Discharge Elimination System (NPDES) prior to NTP. For projects with ground disturbance estimated to be less than 1-acre, complete and submit a SWPPP to the NPS with best management practices to prevent the discharges of pollutants.

6. A list of Subcontractors for this project.

7. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

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

B. Division 02-49 Submittal Documents: The following documents shall be submitted to the

Contracting Officer prior to construction start. If these documents have not been received and approved by the NPS prior to construction, the construction start date may be delayed.

1. Product Data – Submit product cut sheets / material data on all products to be used for approval. Indicate the size, model, or type of each recommended product.

2. Samples – When requested, submit a physical sample of a product or an array of color choices for approval.

3. Shop Drawings - Submit shop drawings that embody all major elements of the work.

a. Drawings shall be developed in AutoCAD or similar drafting software.

b. Drawings shall include details, dimensions, notational information and other data to ensure the contractor has a complete understanding of the work.

c. Drawings shall be submitted to the Contracting Officer in PDF format. Allow 2 weeks for the drawings to be reviewed by NPS staff. The Contractor shall incorporate review comments into the shop drawings and resubmit for final approval.

3.2 PRECONSTRUCTION MEETING

A. Preconstruction Meeting: Before the start of construction, the Contracting Officer will arrange for a preconstruction meeting either on site or via teleconference. The meeting agenda will include the following topics:

1. NPS Roles & Responsibilities

2. Key Contractor Personnel

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3. Coordination with Subcontractors

4. Correspondence & Submittal Procedures

5. Submittals

a. Status of Division 01 Submittals

b. Schedule & SOV

c. Safety & Accident Prevention Plan

d. Storm Water Pollution Prevention Plan

e. Status of Division 02-49 Submittals

6. Park Rules & Regulations

7. Work Hours and Weekend, Holiday, and Night Work

8. Project Information

a. Park Access & Vehicle Reporting

b. Jobsite Access & Parking

c. Staging, Storage, and Lay Down Area(s)

d. Temporary Facilities & Controls

e. Jobsite Restrictions

f. Resource Protection

g. Weather, Climate, Environmental Conditions

h. Reference Documents

i. Other Contracts / Ongoing Work

9. Labor Standards Provisions

10. Labor Interviews

11. Payroll Reports

12. Payments to the Contractor

13. Change Orders / Modifications

14. Progress Meetings

15. QC Daily Reports

16. Inspections

17. Acceptance and Rejection of Work

18. Closeout Procedures & Submittals

19. Contract Period of Performance

20. Notice to Proceed

3.3 REQUESTS FOR INFORMATION (RFIs)

A. General: On discovery of the need for additional information or interpretation of the Contract Documents, the Contractor shall prepare and submit a RFI utilizing the form attached.

1. Contracting Officer will only respond to RFIs submitted by the Contractor.

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

B. RFI Form: Include a detailed, legible description of the subject or item needing information or interpretation on the RFI Form with:

1. RFI number, numbered sequentially.

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2. Date.

3. RFI subject.

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

5. Drawing number and detail references, if applicable.

6. Photographs or sketches if applicable.

7. Contractor's suggested resolution. If the Contractor's suggested resolution impacts the contract time or the contract sum, Contractor shall state impact in the RFI.

C. Response to the RFI: The Contracting Officer will review each RFI, determine the action required, and respond accordingly.

PART 4 – SUBMITTAL PROCEDURES (SECTION 01 33 23)

4.1 SUBMITTAL PROCEDURES

A. CM-16 Transmittal Form: All submittals shall be transmitted using National Park Service CM-16 form available upon request. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Complete all applicable fields, sign the form, and attach all supporting documentation.

PART 5 – SAFETY REQUIREMENTS (SECTION 01 35 23)

1.1 SAFETY REQUIREMENTS

1. First Aid Equipment: Provide adequate first aid equipment for all contract employees and the hazards associated with the types of ongoing construction work at the site.

2. First Aid Training: Provide adequate training to all Contractor personnel to ensure prompt and efficient application of first aid.

3. Personal Protective Equipment (PPE): Provide personal protective equipment (PPE) that meets applicable OSHA and ANSI standards for all contract employees.

4. Hazardous Materials: Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury. Store hazardous materials in accordance with manufacturer’s and OSHA recommendations. Maintain MSDS onsite for each chemical used on the jobsite.

Immediately report all spills of hazardous materials to the contracting officer.

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5. Safety Meetings: At a minimum, conduct weekly "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the week.

6. Emergency Contacts: Post telephone numbers and reporting instructions for ambulance, hospital, fire department, police, and park dispatch in conspicuous locations at the site.

7. Emergency Reporting: In the event of an emergency medical incident, the Contractor shall Dial 911 as needed. The Contractor shall also contact Park Dispatch at (415) 561-4700 for any medical emergency, traffic accident, or personal injury occurring within the Park. Park Dispatch is called so that the entrance station will be prepared should any emergency vehicles need to enter the Park and so that any available Emergency Medical Services personnel in the Park might respond until such time as the ambulance arrives.

PART 6 – QUALITY REQUIREMENTS (SECTION 01 40 00)

6.1 QUALITY REQUIREMENTS

General: The Contractor is responsible for all quality control to guard against defects and deficiencies in the work. Inspect and test work as needed to ensure that the quality of materials, workmanship, construction, finishes, and functional performance are in compliance with applicable specifications, drawings, building codes and standards.

Quality Control (QC) Daily Reports: Submit quality control daily reports documenting the progress and quality of the work. The Contractor’s Quality Control Supervisor shall utilize the forms attached at the end of this Section. The submission frequency of the QC Daily Report to the contracting officer will be determined at the preconstruction meeting.

PART 7 – TEMPORARY FACILITIES & CONTROLS (SECTION 01 50 00)

7.1 TEMPORARY FACILITIES & CONTROLS

A. General: The contractor will be allowed to set up temporary facilities and controls as outlined. All temporary facilities and controls shall be removed from the site before final acceptance of the work.

B. Temporary Utilities: The following utilities / services are available for use at the project site:

Electrical Power Service: Electrical power service is available from facilities at or near the project site for use on the contract without charge. Provide all connections and extensions of services in a safe manner in compliance with NEC, NEMA, and UL standards and regulations.

Water Service: Non-potable water service is available from facilities at or near the project site for use on the contract without charge. Provide all connections and extensions of services with proper backflow prevention devices in compliance with AWWA standards and local regulations.

Sanitary Facilities: Restrooms are available at or near the project site for use on the contract without charge. The nearest restrooms are located in the Buildings and Utilities Building.

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Telephone Cellular Service: The project site does have cellular service that can be picked up in most locations at the contract site. The NPS does not provide cellular service.

Temporary Office: The construction of temporary office buildings or installation of trailers will not be allowed in the park. If the contractor requires office space, the park will attempt to accommodate the contractor with an existing space for administrative work.

Temporary Enclosures: For uncontrolled sites, the contractor shall construct an enclosure fence, barrier, or partition to prevent people and animals from entering the project site except by gates / doors.

Temporary Traffic Controls: The contractor shall erect and maintain barricades, danger signals, and warning signs in accordance with the Manual on Uniform Traffic Control Devices (MUTCD), 2009 edition. The contractor shall provide adequate traffic control, including flaggers on either side of any work performed in the road. Any workers on or near the road must wear highly visible, bright clothing.

PART 8 – EXECUTION (SECTION 01 73 40)

8.1 EXECUTION

A. Examination: Examine the project area and site facilities and verify compatibility between existing conditions and the scope of work.

B. Preparation: Take field measurements or conduct surveys to verify dimensions before fabrication or installation.

C. Installation: Install all systems or components according to the specifications, manufacturer’s recommendations, permit conditions (where applicable), and local, State, and Federal codes, standards, and regulations.

D. Correction of the Work: Upon discovery of defects or damage of new work or to existing facilities damaged by new work, repair or replace damaged systems or components and restore substrates and finishes.

E. Progress Cleaning: Clean the project site and work area on a daily basis. Keep site free of waste and debris in proper containment. Properly dispose of all waste and debris offsite.

F. Final Cleaning & Waste Disposal: At the completion of the work, clean all surfaces and remove all waste materials, trash, tools, equipment, machinery, and surplus items from the project site and legally dispose of all waste items.

PART 9 – CLOSEOUT PROCEDURES (SECTION 01 77 00)

9.1 SUBSTANTIAL COMPLETION AND FINAL INSPECTION

A. When the project, or a designated portion of the project, is substantially complete, the Contractor shall request a final inspection in writing. Upon receipt of the written request that the project is substantially complete, the Contracting Officer will proceed with a final inspection within ten (10) days of receipt of request or will advise the Contractor of items that prevent the project from being designated as substantially complete.

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B. If the work is determined to be substantially complete at the final inspection, the Contracting Officer will prepare a Letter of Substantial Completion with a Punch List of deficiencies to be corrected before final acceptance. The Contractor shall complete the work described in 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 in accordance with the Inspection of Construction clause of the contract.

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

D. After all deficiencies have been corrected and the project is complete, a Letter of Final Acceptance will be issued by the Contracting Officer.

9.2 CLOSEOUT SUBMITTALS

A. Operation & Maintenance (O&M) Manual: Submit three (3) hard copies (in D-ring binders) and three (3) compact disks (CDs) with all operation and maintenance information including but not limited to a preventative maintenance schedule, operating instructions, product / material cut sheets, system diagrams, as-built drawings, progress photos, product warranties, and a one (1) year Contractor-issued warranty on all workmanship starting from the date of final acceptance.

9.3 DEMONSTRATION & TRAINING

A. Demonstration & Training: Provide onsite demonstration and training to NPS operators and staff on the proper, safe operation of all new systems and components.

DIVISION 02

EXISTING CONDITIONS

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GENERAL SITE CONSTRUCTION REQUIREMENTS

SECTION 02 05 00

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this Section includes the general procedures and requirements for Site Work.

PART 2 - PRODUCTS - NOT USED.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Site Verification of Conditions

1. Contractor shall perform necessary locating of existing utilities in the work areas.

Contractor shall coordinate with all utilities that need to be temporarily moved or interrupted during work activities. Perform minor, investigations to verify location of various existing underground facilities at enough locations to assure that no conflict with the proposed work exists and adequate clearance is available to avoid damage to existing facilities.

2. Upon discovery of conflicts or problems with existing facilities or construction documents, notify Contracting Officer within twenty-four (24) hours.

3. Existing mapping may be used to approximate locations of existing utilities. Contractor is responsible for determining actual locations of all utilities.

3.2 PREPARATION

A. Protection

1. Spillage -

a. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways.

b. Remove spillage and sweep, wash, or otherwise clean project, streets, and highways.

2. Existing Plants and Features: Do not damage tops, trunks, and roots of existing trees and shrubs on site which are intended to remain. Do not use heavy equipment within branch spread. Interfering branches may be removed only with permission of Contracting Officer. Do not damage other plants and features which are to remain.

3.3 REPAIR / RESTORATION - See Division 01 Specifications.

3.4 FIELD QUALITY CONTROL

A. Notify Contracting Officer forty-eight (48) hours before performing excavation or fill work.

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B. If work has been interrupted by weather, scheduling, or other reason, notify Contracting Officer twenty-four (24) hours minimum prior to intended resumption of grading or compacting.

C. NPS reserves right to require additional testing to re-affirm suitability of completed work including compacted soils which have been exposed to adverse weather conditions.

END OF SECTION 02 05 00

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SELECTIVE SITE DEMOLITION

SECTION 02 41 13

A. The work of this Section includes all demolition, removal, salvage, disposal, and preparation for painting of deteriorated exterior siding to be removed.

B. This work is to be bid under the optional bid item.

1.2 SUBMITTALS

A. As specified in Division 01 Section 01 33 23 Submittal Procedures.

B. Certifications and Testing consistent with Division 01 Section 01 33 23 - Submittal Procedures and including:

1. Permit for transport and disposal of debris.

2. Proposed method of demolition, proposed schedule, sequence of work, and proposed method and schedule for removing, maintaining, and re-establishing facilities and utilities prior to scheduling the preconstruction meeting.

1.3 SITE CONDITIONS

A. Protection

1. Erect barriers, fences, guardrails, 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. Keep existing structures to remain and adjacent structures intact and in operation.

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

3. Coordinate with utility company for disconnecting existing service on structures to be demolished.

4. Coordinate with Park for services to be disconnected and schedule with utility company.

Schedule and coordinate with Park and utility company far enough in advance to avoid delays in work.

D. 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.

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

F. Do not burn waste material. All organic material removed from the construction area must be properly chipped and recycled or removed from the Park and properly disposed.

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

H. Maintain access to exist at all time.

I. Separate demolition area from building to remain with temporary dustproof partitions.

J. Provide temporary weather protection to prevent damage to structures and interior areas.

K. Explosives are not permitted.

PART 2 – PRODUCTS – SECTION NOT USED

3.1 EXAMINATION

A. Verify areas of siding to be removed prior to removal with the Contracting Officer.

B. Do not commence work until conditions are acceptable to Contracting Officer

3.2 PREPARATION

A. Remove any items scheduled to be salvaged and place in designated storage area.

3.3 DEMOLITION

A. All debris from demolition shall be removed off the Park and disposed of in a legal manner.

Any material which the Contracting Officer may wish to save or reuse shall be stored per the Contracting Officer’s direction.

B. General

1. Verify with the Contracting Officer the dimensions of the deteriorated siding to be removed at each location before removal of siding at that location.

2. Remove deteriorated siding in such a manner as to allow seamless replacement with similar siding materials.

3. Repair any damage to adjacent siding or other materials that occurred during demolition.

4. Make neat saw cuts around areas of siding to be removed.

5. All debris from demolition shall be removed off 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.

3.4 HAZARDOUS MATERIALS

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A. If suspected that 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.

3.5 DISPOSAL

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

B. Dispose of unsuitable and excess material off-site. Contractor shall recycle all recyclable demolished materials. Contractor shall submit names and contact information for proposed recyclers to the Contracting Officer prior to beginning demolition. 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 California requirements for materials disposal.

3.6 SALVAGE

A. Carefully remove items to be salvaged and delivered to Contracting Officer’s designated storage area.

1. Store and protect items indicated to be salvaged.

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

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

PART 4 – MEASUREMENT AND PAYMENT

4.1 MEASUREMENT AND PAYMENT

The demolition of the deteriorated siding will not be paid for separately. All compensation for removing the deteriorated siding shall be included in the unit bid price for the optional bid item. See Part 4 of Section 07 46 23.

END OF SECTION 02 41 13

DIVISION 07

THERMAL AND MOISTURE PROTECTION

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WOOD SIDING

SECTION 07 46 23

A. The work of this section consists of replacing the deteriorated exterior siding that is to be removed.

B. The work under this section is to be bid under the optional bid item.

1.2 RELATED WORK

A. Section 02 41 13 – Selective Site Demolition

1.3 SUBMITTALS

A. As specified in Section 01 33 23

B. Submit schedule showing sequence of work.

PART 2 - PRODUCTS

2.1 PRODUCTS

A. Verify with the Contracting Officer the wood material and pattern of the siding that was removed at a particular location on the exterior of the buildings.

B. Moving and storage of siding material shall be in accordance with manufacturer’s recommendations.

C. Install siding made from the same species of wood as that of the siding removed at that location.

D. Install siding of the same pattern as that of the siding removed at that location.

E. Notify the Contracting Officer immediately if siding of the same species of wood and the same pattern are not available.

3.1 EXECUTION

A. Install siding in such a manner as the replacement siding seamlessly blends in with the existing siding on the building.

B. Replacement siding shall be prepared to be painted as described in other sections of these specifications.

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PART 4 – MEASUREMENT AND PAYMENT

4.1 MEASUREMENT AND PAYMENT

The area where the deteriorated siding is removed and replaced will be measured to the nearest 0.1 square foot. Payment will be made for the measured quantity at the contract unit price per 100 square feet.

Payment shall include the furnishing of all labor, materials, equipment, and incidentals necessary to remove the areas of deteriorated siding and replace it with siding of the same wood species and board pattern.

END OF SECTION 07 46 23

DIVISION 09

FINISHES

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EXTERIOR PAINTING

SECTION 09 91 13

A. The work done under this contract includes all labor, materials and incidentals required to do a complete job of painting the exterior of the specified government buildings located within Point Reyes National Seashore.

B. “Paint”, as used herein, means all coating systems materials, including primers. emulsions, enamels, sealers, and fillers, stains, and other applied materials, whether used as prime, intermediate, or finish coats.

C. All surfaces previously painted are to be repainted including the surfaces mentioned in the

Item. D (next). The colors shall match existing and will be determined later and selected by the Contracting Officer.

D. Surfaces to be painted will include: all wall surfaces previously painted, new wood, wood window sash, pipes and conduits attached to the exterior wall surfaces, metal flashing except roof vent pipes, decorative items, or items whose operation will be compromised, electrical circuit panels, rafter tails, gutters, exterior stair ways, stair railings, stair treads, and exposed surfaces of foundations.

E. Contractor will be required to seal all existing gaps between wall surfaces and trim using a non-shrink, paintable caulk.

1.2 REFERENCES

The following abbreviations, which may be used in the construction specifications, refer to the organizations and specifications of the organizations listed below:

AA Aluminum Association 900 19th Street, NW, Suite 300 Washington, D.C. 20006-2168

AABC Associated Air Balance Council 1518 K Street, NW, Suite 503 Washington, D.C. 20005

AAMA American Architectural Manufacturers Association 1827 Walden Office Square, Suite 104 Schaumberg, Illinois 60173

AAN American Association of Nurserymen 1250 I Street, NW, Suite 500 Washington, D.C. 20005

AASHTO American Association of State Highway and Transportation Officials

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444 North Capitol Street, NW, Suite 249 Washington, D.C. 20001

ABMA American Boiler Manufacturers Association 950 N. Glebe Road, Suite 160 Arlington, Virginia 22203-1824

ACI American Concrete Institute P.O. Box 9094 Farmington Hills, Michigan 48333

ACPA American Concrete Pipe Association 222 West Colinas Boulevard, Suite 641 Irving, Texas 75039-5423

ADC Air Diffusion Council 11 South LaSalle Street, Suite 1400 Chicago, Illinois 60603

AFPA American Forest and Paper Association 1111 19th Street, NW, Suite 800 Washington, D.C. 20036

AGA American Gas Association 1515 Wilson Boulevard Arlington, Virginia 22209

AHA American Hardboard Association 1210 W. Northwest Highway Palatine, Illinois 60067-1897

AHAM Association of Home Appliance Manufacturers 20 N. Wacker Drive, Suite 1500 Chicago, Illinois 60606

AI Asphalt Institute Research Park Drive P.O. Box 14052 Lexington, Kentucky 40512-4052

AISC American Institute of Steel Construction, Inc.

1 East Wacker Drive, Suite 3100 Chicago, Illinois 60601-2001

AISI American Iron and Steel Institute 1101 17th Street, NW, Suite 1300 Washington, D.C. 20036-4700

AITC American Institute of Timber Construction 7012 S. Revere Parkway, Suite 140 Englewood, Colorado 80112

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ALSC American Lumber Standards Committee P.O. Box 210 Germantown, Maryland 20875

AMCA Air Movement and Control Association 30 W. University Drive Arlington Heights, Illinois 60004-1893

ANSI American National Standards Institute 11 West 42nd Street, 13th Floor New York, New York 10036

APA American Plywood Association (See EWA)

APWA American Public Works Association 106 West 11th Street, Suite 1800 Kansas City, Missouri 64105-1806

ARI Air-Conditioning and Refrigeration Institute 4301 Fairfax Drive, Suite 425 Arlington, Virginia 22203

ARM Asphalt Roofing Manufacturers Association 6001 Executive Boulevard, Suite 201 Rockville, Maryland 20852

ASC Adhesive and Sealant Council 1627 K Street, NW, Suite 1000 Washington, D.C. 20006-1707

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers 1791 Tullie Circle, NE Atlanta, Georgia 30329-2305

ASLA American Society of Landscape Architects 4401 Connecticut Avenue, NW Fifth Floor Washington, D.C. 20008-2302

ASME American Society of Mechanical Engineers 345 East 47th Street New York, New York 10017

ASPE American Society of Plumbing Engineers 3617 Thousand Oaks Boulevard, Suite 210 Westlake, California 91362-3649

ASSE American Society of Sanitary Engineering 28901 Clemens Road, Suite 100 Westlake, Ohio 44145

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ASTM American Society for Testing and Materials 100 Barr Harbor Drive West Conshohocken, Pennsylvania 19428-2959

AWI Architectural Woodwork Institute 1952 Isaac Newton Square Reston, Virginia 20190

AWPA American Wood-Preservers' Association P.O. Box 286 Woodstock, Maryland 21163-0286

AWPI American Wood Preservers Institute 1945 Old Gallows Road, Suite 550 Vienna, Virginia 22182

AWS American Welding Society, Inc.

550 NW LeJeune Road Miami, Florida 33126

AWWA American Water Works Association 6666 W. Quincy Avenue Denver, Colorado 80235

BHMA Builders Hardware Manufacturers Association, Inc.

355 Lexington Avenue, 17th Floor

BIA Brick Institute of America 11490 Commerce Park Drive, Suite 300 Reston, Virginia 22091-1506

BOCA Building Officials Code Administrators 4051 W. Flossmoor Road Country Club Hills, Illinois 60478-5795

CBM Certified Ballast Manufacturers 1422 Euclid Avenue, Suite 402 Cleveland, Ohio 44115-2851

CDA Copper Development Association, Inc.

260 Madison Avenue, 16th Floor New York, New York 10016-2401

CE Corps of Engineers (Chief of Engineers - Referral, U.S. Department of the Army) Washington, D.C. 20314

CID Commercial Item Description See General Provisions

CISPI Cast Iron Soil Pipe Institute 5959 Shallowford Road, Suite 419

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Chattanooga, Tennessee 37421

CLFMI Chain Link Fence Manufacturers Institute 9891 Broken Land Parkway, Suite 300 Columbia, Maryland 21046

CRA California Redwood Association 405 Enfrente Drive, Suite 200 Novato, California 94949

CRI Carpet and Rug Institute Box 2048 Dalton, Georgia 30722-2048

CRSI Concrete Reinforcing Steel Institute 933 N. Plum Grove Road Schaumburg, Illinois 60173-4758

CS Commercial Standard of NBS (U.S. Department of Commerce) Government Printing Office Washington, D.C. 20402

CSSB Cedar Shingle and Shake Bureau 515 116th Avenue, Suite 275 Bellevue, Washington 98004-5294

DHI Door and Hardware Institute 14170 Newbrook Drive Chantilly, Virginia 22021-2223

EPA Environmental Protection Agency 401 M Street, SW Washington, D.C. 20460

EWA Engineered Wood Association P.O. Box 11700 Tacoma, Washington 98411-0700

FHA Federal Housing Administration (U.S. Department of Housing and Urban Development) 451 7th Street, SW Washington, D.C. 20201

FHVA Fine Hardwood Veneer Association 260 S. First Street, Suite 2 Zionsville, Indiana 46077

FM Factory Mutual Engineering Corporation 1151 Boston-Providence Turnpike P.O. Box 9102 Norwood, Massachusetts 02062

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FS Federal Specifications See General Provisions

GA Gypsum Association 810 First, NE, Suite 510 Washington, D.C. 20002

GANA Glass Association of North America 3310 SW Harrison Street Topeka, Kansas 66611-2279

HI Hydronics Institute 35 Russo Place P.O. Box 218 Berkeley Heights, New Jersey 07922

HMA Hardwood Manufacturers Association (Formerly Southern Hardwood Lumber Manufacturers Association) 400 Penn Center Boulevard, Suite 531 Pittsburgh, Pennsylvania 15235

HPMA Hardwood Plywood Manufacturers Association P.O. Box 2789 Reston, Virginia 22090-2789

IA Irrigation Association 1911 N. Fort Myer Drive, Suite 1009 Arlington, Virginia 22209-1630

ICBO International Conference of Building Officials 5360 S. Workman Mill Road Whittier, California 90601

ICEA Insulated Cable Engineers Association, Inc.

P.O. Box 440 South Yarmouth, Massachusetts 02664

IEEE The Institute of Electrical and Electronics Engineers 345 E. 47th Street New York, New York 10017-2394

IES Illuminating Engineering Society of North America 120 Wall Street, FI 17 New York, New York 10005-4001

IGCC Insulating Glass Certification Council 3393 Route 11, Industrial Park P.O. Box 2040 Cortland, New York 13045-0950

ILIA Indiana Limestone Institute of America, Inc.

Suite 400, Stone City Bank Building

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Bedford, Indiana 47421

KCMA Kitchen Cabinet Manufacturers Association 1899 Preston White Drive Reston, Virginia 22091-4326

LIA Lead Industries Association, Inc.

295 Madison Avenue, 19th Floor

MBMA Metal Building Manufacturers Association 1300 Sumner Avenue

MFMA Maple Flooring Manufacturers Association 60 Revere Drive, Suite 500 Northbrook, Illinois 60062

MIA Marble Institute of America 30 Eden Alley, Suite 201 Columbus, Ohio 43215

MIMA Mineral Insulation Manufacturers Association 1420 King Street Alexandria, Virginia 22314

MLSFA Metal Lath/Steel Framing Association - A Division of NAAMM 8 South Michigan Avenue, Suite 1000

MS Military Standardization Documents See General Provisions

MSHA Mine Safety and Health Administration 4015 Wilson Boulevard, Room 601 Arlington, Virginia 22203

MSS Manufacturers Standardization Society of the Valve and Fittings Industry 127 Park Street, NE Vienna, Virginia 22180

NAAMM The National Association of Architectural Metal Manufacturers 8 South Michigan Avenue, Suite 1000

NACE National Association of Corrosion Engineers 1440 South Creek Drive P.O. Box 218340 Houston, Texas 77218-8340

NAIMA North American Insulation Manufacturers Association 44 Canal Center Plaza, Suite 310

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Alexandria, Virginia 22314

NAPA National Asphalt Pavement Association NAPA Building 5100 Forbes Boulevard Lanham, Maryland 20706-4413

NAPCA National Association of Pipe Coating Applicators 8th Floor, Commercial National Bank Building 333 Texas Street, Suite 800 Shreveport, Louisiana 71101-3673

NBS National Bureau of Standards (U.S. Department of Commerce) (See NIST)

NCMA National Concrete Masonry Association 2302 Horse Pen Road Herndon, Virginia 22071-3499 NEC National Electrical Code (by NFPA)

NECA National Electrical Contractors Association 3 Bethesda Metro Center, Suite 1100 Bethesda, Maryland 20814

NELM Northeastern Lumber Manufacturers' Association 272 Tuttle Road P.O. Box 87A Cumberland Center, Maine 04021-0687

NEII National Elevator Industry, Inc.

185 Bridge Plaza North, Suite 310 Fort Lee, New Jersey 07024

NEMA National Electrical Manufacturers Association 2101 L Street, NW, Suite 300 Washington, D.C. 20037-1526

NFPA National Fire Protection Association 1 Batterymarch Park P.O. Box 9101 Quincy, Massachusetts 02269-9101

NHLA National Hardwood Lumber Association P.O. Box 34518 Memphis, Tennessee 38184-0518

NHPMA Northern Hardwood and Pine Manufacturers Association, Inc., c/o Northern Softwood Lumber Bureau Box 217 Dear River, Minnesota 56636

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NIOSH National Institute for Occupational Safety and Health NIOSH Building 1, Room 3007 1600 Clifton Road, NE Atlanta, Georgia 30333

NIST National Institute of Standards and Technology (US Department of Commerce) Administration Building, Room E128 Gaithersburg, Maryland 20899 Send requests for publications to: Superintendent of Documents Government Printing Office

NOFMA National Oak Flooring Manufacturers Association P.O. Box 3009 Memphis, Tennessee 38173-0009

NPA National Particleboard Association 18928 Premiere Court Gaithersburg, Maryland 20879-1569

NRCA National Roofing Contractors Association O'Hare International Center 10255 W. Higgins Road, Suite 600 Rosemont, Illinois 60018-5607

NSF National Sanitation Foundation 3475 Plymouth Road P.O. Box 130140 Ann Arbor, Michigan 48113-0140

NTMA The National Terrazzo and Mosaic Association 3166 Des Plaines Avenue, Suite 132 Des Plaines, Illinois 60018

NWWDA National Wood Window and Door Association 1400 East Touhy Avenue, Suite 470 Des Plaines, Illinois 60018

OSHA Occupational Safety and Health Administration (U.S. Department of Labor)

PCA Portland Cement Association 5420 Old Orchard Road Skokie, Illinois 60077-1083

PCI Precast/Prestressed Concrete Institute 175 W. Jackson Boulevard Chicago, Illinois 60604

PDI Plumbing and Drainage Institute 45 Briston Drive, Suite 101 South Euston, Massachusetts 02375

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PEI Porcelain Enamel Institute, Inc.

4004 Hillsboro Pike, Suite 224-B Nashville, Tennessee 37215

PI Perlite Institute, Inc.

88New Dorp Plaza Staten Island, New York 10306

PS Product Standard of NBS (U.S. Department of Commerce)

RFCI Resilient Floor Covering Institute 966 Hungerford Drive, Suite 12-B Rockville, Maryland 20850

RIS Redwood Inspection Service (Grading Rules) 405 Enfrente Drive, Suite 200 Novato, California 94949

RMMI Rocky Mountain Masonry Institute 1780 South Bellaire Street, No. 602 Denver, Colorado 80222

SCMA Southern Cypress Manufacturers Association 400 Penn Center Blvd., Suite 530 Pittsburgh, Pennsylvania 15235

SDI Steel Deck Institute P.O. Box 9506 Canton, Ohio 44711

SDI Steel Door Institute 30200 Detroit Road Cleveland, Ohio 44145-1967

SFPA Southern Forest Products Association P.O. Box 52468 New Orleans, Louisiana 70152

SGCC Safety Glazing Certification Council ETL Testing Labs, Inc.

Industrial Park 3933 U.S. Route 11 P.O. Box 2040 Cortland, New York 13045-0950

SIGMA Sealed Insulating Glass Manufacturers Association 401 N. Michigan Avenue Chicago, Illinois 60611

SJI Steel Joist Institute

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3127 10th Avenue, North Ext.

Myrtle Beach, South Carolina 29577-6760

SMACN A Sheet…