A06_Specifications_PORE_Paint.pdf

POINT REYES NATIONAL SEASHORE

PAINT THE EXTERIOR OF THE HISTORIC WILKINS RANCH

MAIN RESIDENCE

PMIS No. 255185

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE (NPS)

Point Reyes National Seashore

March 29, 2024

BLewis Typewritten Text Solicitation #140P8424Q0043

00001-1 Point Reyes National Seashore TABLE OF CONTENTS

TABLE OF CONTENTS

DIVISION 01—GENERAL REQUIREMENTS

Section 01110—Summary of Work

Section 01270—Definition of Bid Items

Section 01310—Project Meetings

Section 01320—Schedules

Section 01330—Submittals

Section 01330f—Submittal Form

Section 01360—Accident Prevention

Section 01560—Barriers

Section 01570—Temporary Controls

Section 01770—Project Closeout

DIVISION 09—FINISHES

Section 09900-- Painting

END OF CONTENTS

01110-1 Point Reyes National Seashore SUMMARY OF WORK

SECTION 01110 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACTING DOCUMENTS

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

B. Project Location: The work shall be performed at the Historic Wilkins Ranch located off of Highway 1 within the Golden Gate National Recreation Area at address 5350 Hwy 1, Bolinas CA. This location is approximately 10 miles from the Point Reyes National Seashore’s Bear Valley Visitor Center (See Location Map).

C. Project Background: The purpose of this project is to paint the exterior of the main residence of the Historic Wilkins Ranch within Point Reyes National Seashore to maintain a sound exterior envelope and improve the visual appearance of the building. The building was last painted circa 2000.

D. Project Scope of Work: The work of this contract consists of the general construction of providing all the materials, labor, and equipment necessary to conduct surface preparation, priming, and painting of all previously painted exterior surfaces of the Wilkins Ranch Main Residence.

E. General Building Description: The main residence of the Historic Wilkins Ranch is a two-story wood frame building constructed in 1876. The building has a gable front and wing plan with later additions, and a ground level footprint of approximately 2,876 square feet. The exterior walls are clad in horizontal drop siding with vertical corner boards, except the front gable end that has alternating rows of fish scale and square shingles. Window openings occur singly and in pairs throughout the first and second stories, and contain two-over-two light double-hung windows with wooden sashes. On most windows the board trim is topped with a decorative crown molding.

The building faces south and has a full-length open porch in the frontfacing gable end. Square columns support the half-hipped porch roof. The roof of the building is clad in wood cedar shingles

F. Typical of buildings constructed during this period, this building has been previously coated with lead based paint. It is not the NPS’s intention to abate lead based paint under this contract. Contractor shall follow all codes and guidelines for lead in construction and dispose of all contaminated wastes in a legal manner.

G. All measurements and dimensions are approximate and must be verified in the field.

All offerors are highly encouraged to attend the site visit and examine existing conditions before submitting quotes. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government. All offerors will be held to have the same knowledge

01110-2 concerning the site and the on-ground conditions as if they had inspected the job site.

1.2 REFERENCE DOCUMENTS/ REPORTS

A. 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 STAFF USE OF SITE

A. General: The Main Residence of the Historic Wilkins Ranch is an active park residence and will remain occupied during the period of construction. The contractor shall conduct their operations to ensure the least inconvenience to the residents.

1.4 CONTRACTOR'S USE OF PREMISES

A. General: The contractor shall commence work within 10 calendar days after the date of receipt of the Notice to Proceed document from the Contracting Officer, prosecute the work diligently, and complete the entire work ready for use not later than 90 days following receipt of the Notice to Proceed.

B. Construction Camp: The establishment of a camp within the park will not be permitted.

C. Contractor shall at all times conduct the operations of this contract to ensure the least inconvenience to the visiting public, building occupants or users, and park staff.

No road closures will be permitted without specific approval of Contracting Officer.

D. Confine storage of materials to areas approved by the Contracting Officer.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the 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 that may result from moving of equipment.

1.5 SPECIAL CONSTRUCTION REQUIREMENTS

A. Preservation of Historic Structure: The work of this contract includes work on buildings listed on the National Register of Historic Places. The contractor shall take every precaution to avoid damaging historic structures and surrounding features.

Any damage shall be repaired to the satisfaction of and directed by the Contracting Officer at no cost to the Government. Removal or cutting of any historic materials or assemblies shall only be done under the direction of the Contracting Officer.

01110-3

B. Preservation of Natural Features: Confine all operations to within project work limits.

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

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

2. Do not remove, injure, or destroy trees or other plants. Consult with Contracting Officer and remove agreed-on vegetation that interferes with construction.

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

C. The Contractor shall perform all work between the hours of 7:00 AM to 5:00 PM Monday through Friday. Any variation of this work schedule must be requested in writing and approved in advance by the Contracting Officer.

D. Holiday Work Restrictions: No on-site work shall be performed on weekends or federal holidays unless otherwise directed by the Contracting Officer.

1.6 FIELD VERIFICATION

A. Field verify all new and existing dimensions and access constraints affecting the work of this contract before ordering products.

1.7 CONSTRUCTION MATERIALS

A. The Government will furnish both water and electricity.

B. All other materials shall be Contractor-furnished from outside the park.

PART 2 - PRODUCTS NOT USED.

PART 3 - EXECUTION NOT USED.

END OF SECTION

01270-1 Point Reyes National Seashore DEFINITION OF BID ITEMS

SECTION 01270 - DEFINITION OF BID ITEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The intent of this section is to explain, in general, what is and what is not included in a bid item.

B. All bidders are urged to visit the job site and examine existing conditions before submitting bids. All bidders will be held to have the same knowledge concerning the site and the on ground conditions as if they had inspected the job site. Bidders should rely on their own measurements of area and lengths to determine their bid price.

1.2 BID ITEMS:

A. Base Bid Items: complete as described in the individual specification sections and summary of work for the following locations.

1. This bid item includes all labor, materials, equipment, and mobilization costs required to prepare and paint the building exterior of the Wilkins Ranch Main Residence.

PART 2 - PRODUCTS NOT USED.

PART 3 - EXECUTION NOT USED.

01310-1 Point Reyes National Seashore PROJECT MEETINGS

SECTION 01310 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 PRECONSTRUCTION CONFERENCE

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

1. Correspondence procedures

2. Designation of responsible personnel, identification of subcontractors

3. Labor standards provisions and payroll reports

4. Accident prevention program, including name of responsible supervisor and compliance with the "Accident Prevention" clause of the General Provisions, and accident reporting.

5. Submittals, including of shop drawings, project data, samples, and approved equals.

6. Housekeeping (including recycling program) and Park rules and regulations.

7. Tentative construction schedule, and Saturday, Sunday, holiday and night work

8. Project closeout requirements

9. Payments to Contractor

10. Relationship of Division 1 to other divisions

1.2 PROGRESS MEETINGS

A. The Contracting Officers Representative or Project Inspector will perform daily site visits with the contractor’s site foreman / representative.

Site Visit will include:

1. Review of work progress, field observations, problems, and decisions

2. Review of submittals schedule and status of submittals

3. Review of off-site fabrication and delivery schedules

4. Review of project schedule and early identification of problems that may impede progress

5. Discussion of project timeline and work schedule.

01310-2 Point Reyes National Seashore PROJECT MEETINGS

6. Other business relating to work

PART 2 - PRODUCTS NOT USED.

PART 3 - EXECUTION NOT USED.

PART 4 - MEASUREMENT AND PAYMENT

01320-1 Point Reyes National Seashore SCHEDULES AND MONTHLY INSPECTIONS

SECTION 01320 - SCHEDULES AND MONTHLY INSPECTIONS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of schedule requirements before and during construction.

1.2 SUBMITTALS

A. As specified in Section 01330.

B. As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule and Schedule of Values as a package. Contracting Officer will review the Progress Schedule and the Schedule of Values for format and content.

1. Progress Schedule: Submit two copies of the Progress Schedule in Gantt format. Show each bid item and area of work and break down work into the smallest element. Show anticipated progress payments on the schedule. No progress payments will be made until acceptable progress schedule is provided.

2. Schedule of Values:

a. Submit a schedule of dollar values based on the Contract Bid Schedule.

Include bond costs, mobilization, general condition costs, overhead, and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item, as described below. Do not include bond premiums, mobilization, general condition costs, overhead, or profit as separate items; however, payment for bond premiums can be made based upon evidence of payment to the surety. Bond premiums may be shown as a separate item.

b. Break down each lump-sum bid item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the bid amount for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values.

c. Do not break down unit price bid items. Use only the bid amount for unit price items.

d. The total cost of all items shall equal the contract sum. The Schedule of Values will form the basis for progress payments as provided for in the General Provisions.

01320-2 Point Reyes National Seashore SCHEDULES AND MONTHLY INSPECTIONS

PART 2 - PRODUCTS NOT USED.

PART 3 - EXECUTION NOT USED.

PART 4 - MEASUREMENT AND PAYMENT

4.1 SCHEDULES AND MONTHLY INSPECTIONS

A. Payment will be included in the bid item to which this work relates.

01330-1 Point Reyes National Seashore SUBMITTALS

SECTION 01330 - SUBMITTALS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of submittal requirements before and during construction.

1.2 RELATED REQUIREMENTS

A. Closeout submittals - Section 01770.

1.3 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using National Park Service form DSC-1(CS), dated 11/95. (A copy of the form is included at the end of this section.) No action will be taken on a submittal item unless accompanied by the transmittal form.

B. As specified in the individual sections, forward submittals to Contracting Officer at least 10 business days before approval is needed. Unless a different number is specified, submit two copies of each shop drawing, two copies of manufacturer's catalog sheets (cut sheets), two specimens of each sample, and two copies of all other submittals requested.

1. Shop Drawings: Include the following information with each copy of shop drawings:

a. Date.

b. Date of revisions (when applicable).

c. Contractor's certification that shop drawing has been checked for compliance with contract documents.

d. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

e. Materials used.

f. All required dimensions.

g. The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

2. Samples: Samples shall be large enough to illustrate clearly the functional characteristics and full range of color, texture, or pattern.

3. Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

01330-2

4. Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

C. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

D. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

3. 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.

E. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

F. Submittal Identification:

01330-3

1. Contracting Officer will provide a project identification stamp which shall be applied by the Contractor. Identification shall include the park name-package number, project title, contract number, and transmittal number.

2. All sets of shop drawings, manufacturer's catalog sheets, samples, and other documents submitted to the Contracting Officer must have the identification information stamped on the submittal.

3. Identification information shall be applied to the bottom right margin on each page. Identification information on samples shall be applied to the most readily visible area on the sample or on tags attached to sample.

G. Submittal Numbering:

1. Number each submittal consecutively.

2. For re-submittals use the original submittal number, plus a letter suffix beginning with A.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

H. Contracting Officer's Review:

1. Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or submittals do not show evidence of Contractor's approval.

2. Any work done or orders for materials or services placed before approval shall be at the Contractor's own risk.

3. After reviewing submittals, the Contracting Officer will return one copy of form DSC-1(CS) and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

01330-4

PART 2 - PRODUCTS NOT USED.

PART 3 - EXECUTION NOT USED.

PART 4 - MEASUREMENT AND PAYMENT

4.1 SUBMITTALS

TRANSMITTAL - NATIONAL PARK SERVICE

Transmittal No.:

Sheet: 1 of:

Park:

Project:

Contract No.:

Pkg. No.:

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification Section No.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

Contractor Signature

Recommended by

Title, Date

Title

Date

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements per the General Provisions (FAR 42.236-21)

Review Comments

Action By

Date

Contracting Officer’s Representative

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omission.

SUBMITTAL LOG DATES: From contractor [__________], To reviewer [__________], From reviewer [__________], To Contractor [__________] Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim DSC-1(CS) Rev. 11/95

TRANSMITTAL CONTINUATION - NATIONAL PARK SERVICE

Transmittal No.:

Sheet: 1 of:

Park:

Project:

Contract No.:

Pkg. No.:

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification Section No.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

Review Comments

DSC-1(CS)b Rev. 11/95

01360-1 Point Reyes National Seashore ACCIDENT PREVENTION

SECTION 01360 - ACCIDENT PREVENTION

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all contractor and NPS personnel, residents and visitors.

1.2 SUBMITTALS

A. Accident Prevention Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days. No progress payments will be made until the program is approved.

The program shall include:

1. Name of responsible supervisor to carry out the program.

2. Weekly and monthly safety meetings.

3. First aid procedures.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, National Park Service personnel, and Contractor's employees.

Identify the work included under each phase by reference to specification section or division numbers.

5. Training, both initial and continuing.

6. Planning and risk management for possible emergency situations. Risk management plan shall include consideration for earthquakes, fire, serious injury, falls, and wind. The contractor may include other topics as they see fit.

Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property. Planning will include identification of specific risks and actions taken to minimize those risks to acceptable levels.

7. Housekeeping: Section 01570.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

D. Submit a report of safety meetings and of inspections.

01360-2

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

1.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions. In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees:

1. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

2. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

1.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees, residents 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 a DI-134 form, which may be obtained from Contracting Officer.

B. All Other Accidents: The Contractor shall review any non-reportable accident with the Contracting Officer’s Representative at the next daily site visit. Contractor and COR will endeavor to learn from the incident with an intent to avoid similar accidents in the future.

PART 2 - PRODUCTS

2.1 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site.

B. Class ABC fire extinguishers are required to be on site. Travel distance from any work station to the nearest extinguisher shall not exceed 100 feet.

01360-3

C. Where eyes may be exposed to injurious corrosive materials, suitable facilities for quick drenching or flushing of the eyes shall be provided within the work area.

2.2 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA.

2.3 BARRIERS

A. Section 01560.

PART 3 - EXECUTION

3.1 EMERGENCY INSTRUCTIONS

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.2 EGRESS

A. Provide and maintain adequate egress at all times in accordance with the Life Safety Code (NFPA 101-94). No corridor, aisle, stairway, door, or exit shall be obstructed or used in a manner that interferes with egress.

3.3 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.4 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

B. Conduct monthly safety meetings for all levels of supervision. Notify the Contracting Officer of meeting dates and times. These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program. The Contracting Officer will attend the meeting and enter the results of the meetings into the daily log.

3.5 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. A hard hat area will be designated by the Contracting Officer. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

01360-4

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide six hard hats for use by visitors. Change liners before reissuing hats.

3.6 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 4 - MEASUREMENT AND PAYMENT

4.1 ACCIDENT PREVENTION

01560-1 Point Reyes National Seashore BARRIERS

SECTION 01560 - BARRIERS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of furnishing, installing, and maintaining barriers to protect existing facilities and the public from construction operations.

PART 2 - PRODUCTS

2.1 GENERAL

A. Material may be new or used, but shall be suitable for intended purpose. Fences and barriers shall be structurally adequate and neat in appearance.

2.2 FENCING

A. Safety Barrier Fence: Orange plastic fence, minimum height, 4 feet.

2.3 BARRICADES AND SIGNS

A. Manual on Uniform Traffic Control Devices (MUTCD), Part VI, 1988 edition.

2.4 LUMBER

A. Free of nails, large knot holes and splinters.

2.5 BARRIER TAPE

A. Banner Guard, imprinted with "CAUTION”.

PART 3 - EXECUTION

3.1 PROTECTION OF PUBLIC

A. Fence the work area to prevent unauthorized entry and keep the public a safe distance from the work area.

B. Post appropriate signage on fence corresponding to work being carried out, (keep out, hard had zone, lead removal etc).

3.2 BARRIER TAPE

A. Install where directed by Contracting Officer.

01560-2 Point Reyes National Seashore BARRIERS

3.3 REMOVAL

A. Completely remove barriers no longer needed when approved by Contracting Officer.

PART 4 - MEASUREMENT AND PAYMENT

4.1 BARRIERS

01570-1 Point Reyes National Seashore TEMPORARY CONTROLS

SECTION 01570 - TEMPORARY CONTROLS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of providing temporary controls.

1.2 SUBMITTALS

A. As specified in Section 01330.

B. Before beginning on-site work, submit a recycling plan that includes a list of materials that might be recycled during the course of the contract. This list should name the material, recycling methods, and/or proposed disposal location. This list is for information only. Recycling is voluntary, but highly encouraged.

PART 2 - PRODUCTS NOT USED.

PART 3 - EXECUTION

3.1 HOUSEKEEPING

A. Keep project neat, orderly, and in a safe condition at all times.

B. Provide enough containers for collecting construction debris and construction materials to be recycled.

C. Provide containers for recycling personal items, such as aluminum cans, newspapers, glass, plastic, corrugated cardboard. These items may be recycled by the Contractor or turned over to the Park for recycling.

D. Wet down dry materials and rubbish to prevent blowing dust.

E. Keep volatile wastes in appropriate covered containers.

3.2 WEATHER CONDITIONS

A. Proceed with painting, and associated work only when current or predicted weather conditions will permit the work to be performed in accordance with manufacturer's recommendations, and without damage to the building and interior finishes.

3.3 DISPOSAL

A. Unless otherwise specified, all removed material becomes the property of the Contractor and shall be disposed of outside the park.

01570-2 Point Reyes National Seashore TEMPORARY CONTROLS

B. Immediately remove hazardous rubbish from project site. Place other construction debris in refuse containers at least daily. Dispose of refuse at least weekly, in a legal manner, at public or private dumping areas outside the park. Do not burn or bury refuse inside the park.

3.4 AIR AND WATER POLLUTION CONTROL

A. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

B. Do not dispose of volatile wastes or oils in storm or sanitary drains.

C. Do not allow waste materials to be washed into streams or bodies of water.

PART 4 - MEASUREMENT AND PAYMENT

4.1 TEMPORARY CONTROLS

01770-1 Point Reyes National Seashore PROJECT CLOSEOUT

SECTION 01770 - PROJECT CLOSEOUT

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of final cleanup, closeout submittals, and final inspection procedures.

PART 2 - PRODUCTS

2.1 CLEANING MATERIALS

A. As recommended by the manufacturer of surface to be cleaned.

PART 3 - EXECUTION

3.1 CLEANING

A. Before scheduling the final inspection, remove all tools, equipment, surplus materials, and rubbish.

B. Restore or refinish surfaces damaged by the work of this contract to original condition.

C. Remove grease, dirt, stains, foreign materials, and labels from finished surfaces.

D. Thoroughly clean around the building exterior. Pick up all debris from the site and dispose of off NPS property. At time of final inspection, project site shall be thoroughly clean and ready for use.

3.2 SUBSTANTIAL COMPLETION AND FINAL INSPECTION

A. Submit written certification that project, or designated portion of project, is substantially complete, and request in writing a final inspection. Contracting Officer will make an inspection within 10 days of receipt of request.

B. When work is determined to be substantially complete, Contracting Officer will prepare a list of deficiencies to be corrected before final acceptance and issue a Letter of Substantial Completion. Contractor shall complete the work described on the list of deficiencies within 60 calendar days, as weather permits. If the Contractor fails to complete the work within this period, the Contracting Officer may replace, repair, or remedy the work with an appropriate reduction in the contract price.

C. If work is not determined to be substantially complete, Contracting Officer will notify Contractor in writing. After completing work, Contractor shall resubmit certification and request a new final inspection.

01770-2 Point Reyes National Seashore PROJECT CLOSEOUT

3.3 ACCEPTANCE OF THE WORK

A. After all deficiencies have been corrected, a Letter of Acceptance will be issued.

PART 4 - MEASUREMENT AND PAYMENT

4.1 PROJECT CLOSEOUT

SECTION 09900 - Painting

09900- 1

Part 1: GENERAL

1.01 SUMMARY

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

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 walls, trim, railings, and concrete foundation. The colors will be determined at a later date 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, and exposed surfaces of foundations.

E. Caulking of the building will occur in limited locations at the direction of the Contracting Officer using a non-shrink, paintable caulk.

1.02 SUBMITTALS

A. Manufacturer’s Data: Submit three copies of manufacturer’s specifications, including paint label analysis and application instructions for each material specified. Data is to be submitted and approved before work begins.

B. Colors: Paint samples may be taken from the buildings to allow the Contractor’s paint supplier to match the existing colors as closely as possible. The final determination of actual color shall be selected by the Contracting Officer. Samples to be 36” x 36” minimum; provide adequate samples until sheen and finish are acceptable. These will serve as quality comparisons.

C. Sealants and caulks: Provide three samples of proposed products.

D. As specified in Section 01300.

1.03 CLOSEOUT SUBMITTAL

A. As specified in Section 01770

B. Provide manufacturers maintenance and cleaning data

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C. Submit one gallon of virgin paint for each color selected

1.04 QUALITY ASSURANCE

A. Qualifications of Painters: Use only qualified journeyman painters for the mixing application of paint on exposed surfaces; in the acceptance or rejection of installed painting, no allowance will be made for the lack of skill on the part of the painters.

Contractor will possess a valid C-33 Painting and Decorating license from the State of California.

B. Project inspection: Surface preparation and application of primer(or first coat) on the trim and all other painted surfaces shall be inspected (and approved) by the

Contracting Officer prior to the next (or final) coat of paint shall be applied.

C. Inspection and acceptance of the primer or first coat application by the Contracting

Officer is required before the contractor may proceed to the next phase of the painting operation.

D. Federal Specifications: Federal Specifications referenced define the general type and quality of paint required, but are not intended to limit acceptable materials to an exact formulation.

E. Comply with applicable regulations of OSHA, 28 CFR 1926-1993, and EPA and

State of California regulations regarding Volatile Organic Compounds (VOC).

F. Paint thickness, where specified, is minimum dry film thickness. Paint thickness shall meet manufacturer’s recommendation for minimum dry film thickness measured in mils.

G. For unspecified materials such as turpentine or linseed oil, provide best grade recommended by selected manufacturer.

H. Guarantee all surface finishes for the guarantee period to remain free of defects including serious or uneven fading, and evidence of blistering, peeling or chalking

1.05 PRODUCT HANDLING

A. Delivery and Storage: Deliver all materials to the job site in original, new, and unopened packages and containers bearing manufacturer’s name and level.

1.06 HAZARDOUS MATERIALS

A. Preparing historic buildings for new paint will likely disturb existing, lead- based paint finishes. The contractor shall comply with applicable codes and regulations regarding the removal and disposal of lead paint. The contractor shall ensure that all applicable local, state, and federal removal and disposal regulations are met, and the safety of workers, NPS staff, residents and visiting public is maintained.

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1.07 PROJECT CONDITIONS

A. Use extra care in the protection, preparation, and painting of features and materials on historic structures. Protect adjacent historic and non-historic materials.

B. The use of burning tools or any other source of flame is strictly prohibited.

C. Sandblasting is prohibited; as is power-washing of wood materials. Washing with detergent and scrub brushes, in combination with scraping, as described in Part 3 below, is acceptable.

D. The painting locations in this contract are subject to extreme fog and wind conditions for much of the year. The contractor shall schedule the work such that painting occurs only when conditions at the individual project sites satisfy the requirements of this section.

E. Apply finish material when the temperature of surfaces to be painted and the surrounding air temperatures are between 50 and 90 degrees F, unless otherwise permitted by the paint manufacturer's printed instructions. Apply finishes only when air is free of dust that would speck the finish.

F. Do not apply exterior materials in damp, rainy weather, or when the relative humidity exceeds 85 percent. Do not apply paint on damp or wet surfaces, or on surfaces in direct sunlight. Painting may be continued during inclement weather only if the areas and surfaces to be painted are enclosed and heated within the temperature limits specified by the paint manufacturer during application and drying periods.

G. Measure moisture content of surfaces using an electronic moisture meter and verify moisture content with the Contracting Officer’s Representative. Do not apply finishes unless moisture content of surfaces are below following maximums:

1. Plaster and Gypsum Wallboard: 12%.

2. Masonry, Concrete, and Concrete Block: 12%.

3. Interior Wood: 15%

4. Exterior Wood: 18%.

5. Concrete Floors: 10%.

H. Do not allow fire hazards to occur on the project sites; remove from the area daily all oily rags, waste, and other combustibles not in covered metal containers

PART 2. PRODUCTS

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2.01 COLORS AND FINISHES

A. Paint, surface treatments, and finishes are to be applied following manufacturer’s application instructions.

B. Contractor may be required to match the color of paint chips; the colors selected will match as closely as possible the specified color scheme.

C. Final acceptance of color will be from samples applied on the job.

D. Proprietary names used to designate colors or materials are not intended to imply that products of the manufacturers are required to the exclusion of equivalent products of other manufacturers.

E. Paint Coordination: Provide finish coats which are compatible with prime paints used.

Primer shall be of a different tint than that of the finish coats. Inspection of the primer

(or first coat) application shall be done (and approval given) by the Project

Supervisor to proceed to the next phase of the painting operation

2.02 MATERIALS QUALITY

A. Provide the best quality grade of the various types of coatings as regularly manufactured by approved paint materials manufacturers. Materials not displaying the manufacturer’s identification as a standard, best-grade product will not be acceptable.

B. Paint shall not settle badly, cake or thicken in the container, shall be readily broken up with a paddle to a smooth consistency and have easy brushing properties. Paint shall be ready-mixed except that thinning may be done at the job.

C. Provide undercoat paint produced by the same manufacturer as the finish coats. Use only thinners approved by the paint manufacturer, and use only within recommended limits.

2.03 MATERIALS

A. Unless otherwise specified, the products shall be comparable in- quality to products of Glidden-Durkee, Rustoleum, Sinclair, Sherwin- Williams, Fuller-O’Brien, Kelly-

Moore, or an approved equal which will produce similar results would be acceptable.

B. Colors used shall be selected for their performance and non- fading qualities. In addition, colors that are used over concrete and plaster surfaces shall be lime proof.

PART 3. EXECUTION

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3.01 INSPECTION

A. Examine the areas and conditions under which painting work is to be applied. Notify the Contracting Officer, in writing, of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. Provide a plan for handling and disposing of lead based paint chips and debris.

B. Starting of painting work will be construed as the Applicator’s acceptance that the surfaces and the conditions within any particular area are within scope.

C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to the formation of a durable paint finish.

3.02 SURFACE PREPARATION

A. Lead Paint: Treatment of surfaces that may contain lead-based paint and/or presumed lead-based paint shall be conducted in a manner that: is consistent with

Federal, State and local regulations and best practices and guidelines for lead-related construction work (including the EPA lead-safe work practices as specified in the Renovation, Repair, and Painting Program rule); provides for the safety of workers, park staff, residents and visitors; avoids the creation of lead hazards; and provides for the proper handling, storage and disposal of lead contaminants. The contractor shall submit a formal Lead-Based Paint Treatment Plan in accordance with Section 01330. Include the following components as a minimum:

1. Hazard communication program

2. Project specific treatments

3. Waste management

B. Surface Preparation (General): Perform preparation and cleaning procedures in strict accordance with the paint manufacturer’s application instructions and as herein specified for each particular substrate condition.

1. Protect all hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish-painted, prior to surface preparation and painting operations. Remove, if necessary, for the complete painting of the items and adjacent surfaces. Following completion of painting of each space or area, reinstall the removed items by workers skilled in the trades involved.

2. All surfaces to be painted shall be thoroughly cleaned to remove any loose material down to finished wood or tight painted surface. Remove oil and grease prior to mechanical cleaning. Program the cleaning and painting so that contaminants from the cleaning process will not fall onto wet, newly painted surfaces.

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3. Sand, scrape, and prepare existing surfaces to remove loose or scaling material.

Feather edges to provide for smooth finish. Patch existing surfaces as required to provide smooth, even surface ready to receive new finish.

4. Remove contamination from copper surfaces requiring paint finish by steam, high-pressure water or solvent washing. Apply vinyl etch primer or acid etch.

Apply paint immediately after acid etching.

5. Remove surface contamination and oils from galvanized surfaces, and wash with solvent Apply coat of etching-type primer.

6. Remove surface contamination and oils from all metals, and prepare for priming in accordance with metal manufacturer’s recommendations. Prime with a rust inhibitive metal primer.

7. Remove dirt, loose mortar, scale, powder, and other foreign matter from concrete and concrete block surfaces which are to be painted or to receive a clear seal.

Remove oil and grease with a solution of Tri-sodium Phosphate, rinse well, and allow to thoroughly dry.

8. Any mildew must be removed and area coated with a 50- 50 solution of bleach and water. This is to be allowed to dry before painting. All surfaces shall be washed with a bleach solution or Tri-sodium Phosphate.

9. Windows or other surfaces not to be painted shall be masked off to prevent over spray. Ensure that all windows especially wood double-hung windows are operational after application of final top coat.

3.03 MATERIALS PREPARATION

A. Mix and prepare painting materials in accordance with manufacturer’s directions.

B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing, and application of paint in a clean condition, free of foreign materials and residue.

C. Stir materials before application to produce a mixture of uniform density, and stir as required during the application of the materials. Do not stir surface film into the material. Remove the film and, if necessary, strain the material before using.

3.04 APPLICATION

A. Apply paint in accordance with the manufacturer’s directions. Use applicators and techniques best suited for the type of material being applied. Materials shall not be unduly thinned.

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1. Apply additional coats when undercoats, stains, or other conditions show through the final coat of paint, until the paint film is of uniform finish, color and appearance.

2. Paint the back sides of access panels and removable or hinged covers to match the exposed surfaces.

3. Finish exterior doors on tops, bottoms, and side edges the same as the exterior faces, unless otherwise indicated.

4. Sand lightly between each succeeding enamel coat.

5. Omit the first coat (primer) on metal surfaces which have been shop primed and touch-up painted, unless otherwise specified.

6. Prior to priming all bare wood apply a penetrating water sealer. Prime all bare wood and new wood with one coat of specified primer.

7. Apply a minimum of a 1st coat and two finish coats of specified finish coat paint.

Apply additional coats as needed to provide uniform color appearance and coverage. Wall surface paint is to be sprayed and back brushed.

8. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable.

9. Touch-up Paint: The Contractor shall provide one gallon of touch- up paint for each different color and type of paint utilized for each structure painted. The paint will be provided in clean, unopened containers with a label describing the following information: manufacturer’s name, color/type of paint and building number where it was applied

3.05 CLEANUP AND PROTECTION

A. Cleanup: All paint materials, rubbish, cans, and rags which might constitute a fire hazard shall be placed in a metal container or destroyed at the end of each day.

Upon completion of painting work, clean all window glass and other paint splattered surfaces. All scaffolding, painters’ equipment and containers shall be removed from the Seashore or destroyed in a manner approved by the Contracting Officer.

Remove splattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces.

B. Protection: Contractor shall be responsible for protection of surrounding Government or private property throughout the painting operation. Correct any damages by cleaning, repainting, or replacing, and repainting as directed by the Contracting

Officer.

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Provide “Wet Paint” signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations.

3.06 SCHEDULE

A. General Painted Wood - Exterior:

Low Luster:

1st coat: A-100 Alkyd Exterior Wood Primer, Y24W20. VOC 2.92 pounds per gallon.

2nd coat: A-100 Exterior Latex Flat, A6 Series. VOC 2.08 pounds per gallon.

3rd coat: A-100 Exterior Latex Flat, A6 Series. VOC 2.08 pounds per gallon.

(LowTemp 35 Exterior Latex Flat maybe required)

B. Painted Wood Trim - Exterior:

Gloss for Medium Shades:

1st coat: A-100 Alkyd Exterior Wood Primer, Y24W20. VOC 2.92 pounds per gallon.

2nd coat: Industrial Enamel, B54Z Series. VOC 3.5 pounds per gallon.

3rd coat: Industrial Enamel, B54Z Series. VOC 3.5 pounds per gallon.

(LowTemp 35 Exterior Latex Satin maybe required)

C. Rough Siding - Exterior:

Low Luster:

1st coat: Solid Color Exterior Stain, A14Z Series. VOC 2.92 pounds per gallon.

2nd coat: Solid Color Exterior Stain, A14Z Series. VOC 2.92 pounds per gallon.

D. Painted Plywood - Exterior:

Flat:

1st coat: Chek-Gard Primer, B42W10. VOC 2.08 pounds per gallon.

2nd coat: A-100 Latex Flat, A6 Series. VOC 2.08 pounds per gallon.

3rd coat: A-100 Latex Flat, A6 Series. VOC 2.08 pounds per gallon.

3.07 PREPARATION AND FINISHING OF EXTERIOR FERROUS METALS

A. Preparation:

1. Clean ferrous surfaces that are not galvanized or shop coated of oil, grease, dirt, loose mill scale, and other foreign substances by solvent of mechanical cleaning

2. Touch up shop-applied prime coats wherever damaged or bare.

3. Clean galvanized surfaces free of oil and surface contaminants with non-petroleum based solvent

B. Schedule:

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1. Ferrous Metal - Exterior:

Gloss

1st coat: Kem Kromik Universal Metal Primer, B50NZ6/B50WZ1. VOC 3.50 pounds per gallon.

2nd coat: Industrial Enamel, B54Z Series. VOC 3.50 pounds per gallon.

3rd coat: Industrial Enamel, B54Z Series. VOC 3.50 pounds per gallon.

First coat is not required on items delivered shop-primed.

2. Zinc-Coated Metal - Exterior:

Gloss:

1st coat: Primer: Galvite Primer, B50W3. VOC 4.00 pounds per gallon.

2nd coat: Industrial Enamel, B54Z Series. VOC 3.50 pounds per gallon.

3rd coat: Industrial Enamel, B54Z Series. VOC 3.50 pounds per gallon.

Flat:

Primer: Galvite Primer, B50W3. VOC 4.00 pounds per gallon.

1st coat: 2 coats ProMar Alkyd…