Base_LALB_Exterior_Painting_(10_31-61)_29Mar2016_signed.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

BASE LOS ANGELES LONG BEACH

SAN PEDRO, CALIFORNIA 90731

SPECIFICATIONS

FOR

Exterior Painting (Buildings 10, 31, 32, 33, 34, 35, 36, 38, 40, 50, 51, 52, 53, 54, 59, and 61;

Electrical Substations/Transformers, Three Sheds/Outbuildings, and Light Poles)

AT

BASE LOS ANGELES LONG BEACH

SAN PEDRO, CA

Base Los Angeles Long Beach Initial Date

Mike Hathaway

ASSISTANT FACILITIES ENGINEER

LT John Waters

FACILITIES ENGINEER

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

01 10 00 - GENERAL PARAGRAPHS 1

01 33 00 – SUBMITTALS PROCEDURES 5

01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES 8

01 35 43 – ENVIRONMENTAL PROCEDURES 13

DIVISION 09 - FINISHES 16

09 90 00 – PAINTING AND COATING 16

PICTURES 21

DRAWINGS 31

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 - GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 SCOPE OF WORK: Provide all labor, materials, and equipment necessary to prepare and paint building exteriors at Base Los Angeles Long Beach. This scope does not include painting public announcement speakers, stainless steel electrical boxes, or decorative lights. Paint colors shall match the standard Base colors (for example, Vista Paint’s flat Beige – VP22-105200 and semi-gloss Stucco Body Red – VP22-105198). Remove placards, signage and labels before painting, and replace if broken. Do not remove the metal property RPUID designations. Clean all surfaces before painting. Windows trims will need proper preparation before painting. The work includes, but is not limited to the following base bid and option items that may be executed:

A. BASE: Building 10:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, exterior doors, stair rail, stairs/steps, decorative railing, and door/window trim.

B. OPTION 1: Building 31:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, exterior doors, and door/window trim.

C. OPTION 2: Building 32:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, electrical conduit, decorative short walls, exterior doors, canopies above exterior doors, and door/window trim.

D. OPTION 3: Building 33:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, signage, trim, electrical boxes, ramps, stairs/steps, stair railings, loading dock, roll-up door, exterior doors, and door/window trim.

E. OPTION 4: Building 34:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, downspouts, electrical conduit, electrical boxes, venting, stairs/steps, exterior doors, and door/window trim. Do not paint the aluminum handicap ramp system.

F. OPTION 5: Building 35:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, downspouts, exterior doors (including garage doors), and door/window trim.

G. OPTION 6: Building 36:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, gutters, downspouts, venting, exterior doors (including garage doors), and door/window trim.

H. OPTION 7: Building 38:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, gutters, downspouts, electrical conduit, venting, stairs/steps, railings, handicap ramp, electrical boxes, exterior doors, and door/window trim.

I. OPTION 8: Building 40:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, gutters, downspouts, electrical conduit, stairs/steps, decorative railing, exterior doors, and door/window trim.

J. OPTION 9: Building 50:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, gutters, downspouts, electrical conduit, exterior doors (including roll-up doors), and door/window trim.

K. OPTION 10: Building 51:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, trim, gutters, downspouts, electrical conduit, exterior doors (including roll-up doors), and door/window trim.

L. OPTION 11: Building 52:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, electrical conduit, electrical boxes, exterior doors, canopies above exterior doors, stair rail, stairs/steps, and door/window trim.

M. OPTION 12: Building 53:

1) Prepare and paint building exterior, including exterior walls, electrical conduit, electrical boxes, and exterior doors.

N. OPTION 13: Building 54:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, exterior doors, stair rail, stairs/steps, and door/window trim.

O. OPTION 14: Building 59:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, exterior doors, stair rail, stairs/steps, decorative railing, chimney above roof, and door/window trim.

P. OPTION 15: Building 61:

1) Prepare and paint building exterior, including exterior walls, eaves, fascia, soffit, gutters, downspouts, exterior doors, stair rail, stairs/steps, decorative railing, chimney above roof, and door/window trim.

Q. OPTION 16: Compactor shed northeast of Building 10, air compressor shed west of Building 23, and shed-like Building North of Building 61:

1) Prepare and paint building exterior, including exterior walls, electrical boxes, downspouts, exterior doors, and door/window trim.

R. OPTION 17: Exterior Decorative Walls:

1) Prepare and paint building exterior decorative walls and planters that are located around and connected to Buildings 40, 59, and 61, and north of Building 36.

S. OPTION 18: Electrical transformers and substations:

1) Prepare and paint two substations/transformers west of Building 24, one substation/transformer southeast of Building 21 and six substations/transformers northeast of Building 21.

T. OPTION 19: Light poles/towers:

1) Prepare and paint the light pole just to the south of the finger piers and the antenna tower attached to the west side of Building 16 9do not paint the antennas or connections).

1.02 LOCATION: Project site is located at Base Los Angeles Long Beach, 1001 South Seaside Avenue, San Pedro, CA 90731.

1.03 SITE INVESTIGATION: Investigate the site per FAR 52.236-3 to ascertain the general and local conditions which can affect the work or its cost. Contact, Mike Hathaway, at (310) 521-6014 or Senior Chief Allan Kniffin, at (310) 521-6031 to arrange site access.

1.04 CONTRACTOR SECURITY REQUIREMENTS: For each affected Coast Guard facility, the Contractor shall provide a list of all on-site personnel, including sub-contractors (including second and third-tier subcontractors) and suppliers, to the Contracting Officer (KO). The contractor shall update this list when changes occur. Contractor personnel not listed may be denied access to the Coast Guard facility. Contractor personnel will be restricted to designated working areas. Any personnel violating this policy may lose access to the Coast Guard facility. Contractor personnel shall have photo identification at all times while working on Coast Guard facilities.

Base LALB uses RapidGate to facilitate access. Contractors are encouraged to enroll in RapidGate for unescorted access on base. All contractors that are not enrolled in the RapidGate program will require a Coast Guard escort, which will involve waiting at the front gate until escort arrives. Enrollment information can be found at http://eidpassport.com/. Contractor and delivery personnel may be required to present personal photo identification to gain access to a Coast Guard installation. If identification does not indicate United States citizenship, Coast Guard Security may require proof of the legal right to work in the United States. Contractor and delivery http://eidpassport.com/ personnel also may be subjected to an immigration status and outstanding criminal warrants check.

Contractors shall provide the Contracting Officer's Representative (COR) with 24 hours of advance notice of every delivery to the site (e.g., concrete, lumber, parts, etc.) and provide the company name, delivery person, and phone number of the firm(s) making deliveries. All vehicle access to government property requires vehicle registration and proof of liability insurance.

Otherwise access to the Coast Guard facility may be denied.

1.05 CONTINUITY OF FACILITIES OPERATION: Schedule work to minimize interference with the facilities normal operations. Notify the KO and the site contact 3 business days in advance of any shutdowns. Perform all on-site work between the hours of 7:00 AM and 5:00 PM, Monday through Friday (Federal Holidays excluded), unless otherwise approved by the KO and the Unit Commanding Officer (CO).

1.06 NOTIFICATION OF START AND COMPLETION OF WORK: The Contractor shall notify the KO in writing five (5) business days in advance of the date he intends to commence work, and five (5) business days prior to the date that work will be ready for final inspection.

1.07 RECYCLING AND DISPOSAL OF REFUSE: Refuse, excess or waste materials resulting from construction operations shall become the property of the Contractor and shall be recycled and/or disposed of off Government property. All disposal shall be done in accordance with federal, state, and local laws and regulations.

1.08 REGIONAL MATERIALS: The contractor shall make all attempts to maximize the procurement of materials within a 500 mile radius of the project site.

1.09 SAFETY: During the execution of this contract, the Contractor shall conform to the rules and regulations as set forth by OSHA Safety and Health Standards, 29 CFR Part 1926 - Safety and Health Regulations for Construction and California Code of Regulations, Title 8, Div. 1, Ch 4, Subchapter 4 Construction Safety Orders. When the standards differ, the more restrictive standard shall apply. The contractor shall provide barriers, temporary fencing, trench covers, etc.

wherever work could cause injury to workers, visitors, Coast Guard personnel, or dependents. An Accident Prevention Plan shall be submitted in accordance with Section 01 35 29, paragraph 1.07.

1.10 TEMPORARY FACILITIES:

A. STORAGE: The location for exterior stock piling of materials is shown on the drawing. The Contractor shall be responsible for protecting materials stockpiled against weather, damage, theft, and other risks of loss. The Coast Guard assumes no responsibility for material or equipment left in the storage area.

B. SANITARY FACILITIES: There are no toilet facilities available for Contractor use at the job site. The Contractor shall provide his own facilities in accordance with 29 CFR 1926, Chapter XVII, Subpart D, paragraph 1926.51 (c) (1).

C. WATER AND ELECTRICITY: Water and 120V electricity are available at no cost to the Contractor. Cost of these utility connections and disconnections shall be the responsibility of the Contractor. Personnel using extension cords to bring power from another location to construction, maintenance, remodeling, etc., shall employ portable ground fault circuit interrupters (GFCIs), even if connecting to building wiring.

D. TELEPHONE: No telephone service is available for contractor use.

1.11 REFERENCE DRAWINGS: The drawings listed below are included for reference only. They are known not to accurately reflect all existing conditions. Field verify all necessary information.

Number Title

Pages 22-35 Photos of buildings, map overviews

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

01 33 00 – SUBMITTALS PROCEDURES

PART 1 GENERAL

1.01 GENERAL

A. Forward all submittals, except as stated elsewhere, to the KO by email as indicated on the submittal register. Unless noted otherwise, all submittals shall be provided in an electronic image format. Provide these submittal images to the KO, the Construction Manager, and the COR simultaneously. If the electronic image is insufficient to ascertain submittal acceptability, the KO may request a hard copy submittal. The KO will e-mail approval or disapproval of submittals, within 10 calendar days after receipt.

B. The Construction Manager will review all submittals for compliance with these specifications.

Submittals shall have been approved by the KO before any item is delivered to the job site.

C. Approval of submittals, and corrections or comments made during the review, do not relieve the Contractor from compliance with the requirements of the plans and specifications.

D. The schedule of submittals listed in the submittal register and in the individual sections are the submittals required for this contract. Unsolicited submittals may be returned to the Contractor without review.

1.02 CATALOG CUTS: Catalog cuts shall contain manufacturer's description, specifications and sketches of the material and equipment provided. The catalog cut shall contain sufficient information which can be used to determine compliance with these specifications.

1.03 CERTIFICATES OF COMPLIANCE: Certificates of compliance shall be signed by an authorized officer of the manufacturing company furnishing the material which states that the material being furnished meets all requirements of these specifications and referenced specifications.

1.04 SAMPLES: Samples shall be submitted as described in the referencing specification section.

1.05 STANDARD COMPLIANCE: When materials or equipment must conform to the standards of organizations such as the American Society for Testing and Materials (ASTM), and Underwriter's Laboratories (UL), proof of such conformance shall be submitted to the KO for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing will be acceptable evidence. In lieu of the label or listing, submit a certificate from an independent testing organization, which is competent to perform the test. The certificate shall state that the item has been tested in accordance with the specified organization's standard.

1.06 TEST RESULTS: Submit test results as described in the individual referencing specification section.

1.07 HAZARDOUS MATERIAL IDENTIFICATION: Submit Material Safety Data Sheets (MSDS) for any materials defined as hazardous under the most current revision of Federal Standard 313. One copy of each MSDS shall be submitted to the COR no later than the delivery date of the product.

Two copies shall be submitted to the Construction Manager.

1.08 BAR CHART PROGRESS SCHEDULE: Within 10 calendar days after award, submit a bar chart progress schedule. On-site work shall not begin until a bar chart schedule has been approved.

The bar chart shall show the complete sequence of construction by activity (including acquisition of materials and equipment). The chart shall identify the construction start date, the completion date, and all workdays through the duration of the project. If the project requires various delivery dates, dates will be indicated for each of the required deliverable elements (i.e., housing unit or specific building). The bar chart shall also identify the cost for the various activities which shall be used as the basis for the Contractor's periodic request for payments. Submission and approval of as-built drawings and O&M manuals shall each be separate line items (with associated costs) on the bar chart.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

CEU OAKLAND SUBMITTAL REGISTER

PSN:

6199893

CONTRACT NO.:

PROJECT TITLE AND LOCATION:

Exterior Building Painting

CONTRACTOR NAME:

Submittal Reference Location

DATE

REQU

IRED

DATE

SUBM

ITTE

D

ACTION DATE

NO.

SPEC

SECTIO

N PARA. PAGE DESCRIPTION OF SUBMITTAL

Days after award

APPR

OVED

APP

ROV

EDA

S

NOT

ED

DISAPP

ROVED

RESUBMITT

AL

APPROVED

001 01 33 00 1.08 4

BAR CHART PROGRESS

SCHEDULE 10

002 01 35 29 1.07A 10

MATERIAL SAFETY DATA

SHEETS 20

003 01 35 29 1.07B 10

ACCIDENT PREVENTION PLAN

(APP) 10

004 01 35 29 1.07C 10

MOBILE EQUIPMENT OPERATOR

LIST 20

01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES: This section applies to all necessary steps taken by the contractor to comply with the health and safety requirements listed herein.

1.02 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. Environmental Protection Agency (EPA) Regulations:

16 CFR 1303 Ban of Lead-Containing Paint and Certain Consumer Products Bearing Lead-Containing Paint

40 CFR 61 National Emission Standards for Asbestos

40 CFR 204 Noise Abatement Program for Construction Equipment

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 302.4 Designation of Hazardous Substances

40 CFR 763 Asbestos Hazards and Emergency Response Act (AHERA)

B. U. S. Army Corps of Engineers (USACE):

EM 385-1-1 Safety and Health Requirements Manual

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

29 CFR 1910.1001 Occupational Safety and Health Standard for Asbestos

29 CFR 1910.1025 Occupational Safety and Health Standard for Lead

29 CFR 1910 Subpart F Power Platforms, Manlifts, and Vehicle-Mounted Work Platforms

29 CFR 1926.59 Hazard Communication

29 CFR 1926.62 Lead

29 CFR 1926.1101 Asbestos

29 CFR 1926 Subpart M Fall Protection

29 CFR 1926 Subpart L Scaffolds

40 CFR 745 Subpart E Lead Renovation, Repair, and Painting Program

D. U. S. Department of Transportation regulations:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

E. U. S. Coast Guard Commandant Instructions (COMDTINSTs):

COMDTINST M6260.16A U.S. Coast Guard Asbestos Exposure Control Manual

1.03 REFERENCE STATUTES: The statutes listed below form a part of this specification to the extent referenced.

Noise Control Act (NCA) (42 U.S.C. §§ 4901 to 4918)

1.04 HAZARDOUS MATERIAL TESTING:

A. Lead: For bidding purposes only, the contractor shall assume the uncertified data provided in the table below is representative of the actual lead content. After award, but prior to the start of work, the Contractor's Competent Person (CP) as defined in 29 CFR 1926.62 and applicable state laws shall conduct the required inspections, sampling, and testing of questionable materials. Only the inspection results of the CP shall be used by the Contractor to establish the procedures and personnel protection required to comply with all applicable safety, health and environmental regulations.

Results of these tests shall be submitted in accordance with paragraph 1.07. Should the contractor's competent person discover lead levels sufficiently different from those supplied by the government as to result in a greater or lower cost than anticipated in the bid process, a contract modification may be issued.

Item Tested Lead Test Results

1) Building 10: Lead was detected in nine samples.

2) Building 32: Lead was detected in three samples.

3) Building 36: Lead was detected in two samples.

4) Building 40: Past reports indicate that lead containing paint is present.

5) Building 59 and 61: Past reports showed that lead was detected in samples of exterior building components.

B. Asbestos: For bidding purposes only, the contractor shall assume the uncertified data provided in the table below is representative of the actual asbestos content. After award and prior to the start of work, the contractor shall have a person certified as an AHERA inspector in the state where the work is to be performed conduct required inspections, sampling, and testing of questionable materials. If the materials (wallboard, mastic, joint compound, etc.) are not known to be asbestos free, the contractor shall test the materials using the negative assessment protocol found in 40 CFR Part 763, Asbestos Hazards and Emergency Response Act (AHERA). Only the inspection results of the Contractor's AHERA inspector shall be used to establish the procedures and personnel protection required to comply with all applicable safety, health and environmental regulations. The Contractor shall insure a laboratory within the state that the work is to occur analyzes all samples necessary to comply with the applicable state's requirement. Results of these tests shall be submitted in accordance with paragraph 1.07. Should the contractor's AHERA inspector discover asbestos levels sufficiently different from those supplied by the government as to result in a greater or lower cost than anticipated in the bid process, a contract modification may be issued.

Item Tested Asbestos Test Results

1) Building 10: Found asbestos in the South Facing Wall samples.

2) Building 35: No asbestos detected in the one sample taken.

3) Building 36: No asbestos detected in the two samples taken.

4) Building 40: Past reports indicate that no asbestos was detected.

5) Building 59 and 61: Past reports showed that asbestos was detected in samples of exterior building components.

1.05 UNFORESEEN HAZARDOUS MATERIALS:

A. If, during the course of work, material is found that may be hazardous to human health upon disturbance during construction operations, stop that portion of work and notify the KO immediately. Within 14 calendar days, the Government will determine if the material is hazardous. If the material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If the material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a contract modification.

B. If asbestos is the hazard of concern, the materials shall be tested following the negative assessment protocol found in 40 CFR Part 763, Asbestos Hazards and Emergency Response Act (AHERA).

1.06 DEFINITIONS

A. Solid Waste: Rubbish, debris and other discarded solid materials resulting from industrial, commercial, and agricultural operations, and from community activities.

Solid waste may also include non-sewage liquids.

B. Rubbish: A variety of combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones.

C. Asbestos and Asbestos Materials: Asbestos means actinolite, amosite, antophyllite, chrysotile, crocidolite, and tremolite. Asbestos material means asbestos or any material containing asbestos such as asbestos waste, scrap, debris bags, containers, equipment, and asbestos-contaminated clothing consigned for disposal. Friable asbestos material means any material that contains more than one percent asbestos by weight and that can be crumbled, pulverized, or reduced to powder, when dry, by hand pressure.

D. Hazardous Material (HM): Chemicals defined by OSHA 29 CFR 1926.59 and under the U.S. Department of Transportation (DOT) regulations (Title 49 CFR Parts 100 through 199) which are determined by the Secretary of Transportation to present risks to safety, health, and property during transportation. The DOT regulations include requirements for shipping papers, package marking, labeling, transport vehicle placarding, and training of personnel handling hazardous materials.

E. Hazardous Substance: Substances defined under the Clean Water Act and CERCLA as chemicals which are harmful to aquatic life or the environment and are regulated, if spilled or otherwise released to the environment. The EPA has designated "reportable quantities" for each hazardous substance (Table 40 CFR 302.4) under CERCLA. If an amount equal to or greater than the reportable quantity of a hazardous substance is released to the environment, that spill must be reported.

F. Hazardous Waste (HW): Substances which are hazardous and have been discarded are regulated as hazardous waste under RCRA or State Health and Safety Codes and their implementing regulations. A waste is hazardous if it meets certain levels of reactivity, ignitability, corrosivity, or toxicity, or is otherwise listed as a hazardous waste in Title 40 CFR Part 261 or in the respective State Health and Safety Code or Code of Regulations.

G. Lead Containing Paint: Paint or other similar surface coating material containing lead or lead compounds and in which the lead content is in excess of 0.06% by weight of the total nonvolatile content of the paint or the weight of the dried paint film.

Abatement of paint containing even trace amounts of lead must meet the requirements of Federal and State laws for protection of employees (e.g., 29 CFR 1926.62 and 40 CFR 745 Subpart E).

1.07 SUBMITTALS: Submit the following in accordance with Section 01 33 00, "Submittal Procedures":

A. Materials Safety Data Sheets (MSDS's): Copies of all MSDS's for all hazardous materials (including petroleum products) shall be submitted along with a listing of quantities of these hazardous materials proposed to be stored on site.

B. Accident Prevention: Submit a copy of your “Accident Prevention” or “Injury and Illness Prevention” Plan as required under the submittal register. The work plan shall address the specific hazards on the job-site. EM 385-1-1 Appendix A illustrates typical content for the Accident Prevention Plan (APP).

C. Mobile Equipment Operator List: A list of qualified operators for all mobile equipment that will be brought onto the job site with employee name(s), qualifications and specific equipment to be operated shall be provided to the KO prior to equipment operation. (This includes forklifts, cranes, motorized lifting device, etc.)

1.08 Fall Protection: All construction activities shall comply with the fall protection requirements of CFR 1926 Subpart M. Submit a work plan if required under the submittal register.

1.09 Scaffolds and Powered Platforms: All above ground level work which requires scaffolds shall meet 29 CFR 1926 Subpart L – Scaffolds. The contractor shall submit the name of his/her competent person, designated and authorized by the employer to install and inspect scaffolding. All work that requires powered platforms, vehicle-mounted elevation and rotating work platform shall meet 29 CFR 1910.Subpart F – Power Platforms, Manlifts, and Vehicle-Mounted Work Platforms.

1.10 Noise: Make the maximum use of "low-noise-emission products" as certified by EPA and described at 40 CFR Part 204. No blasting or use of explosives is permitted.

Comply with applicable portions of the Noise Control Act (NCA). The Contractor is responsible for complying with all other federal, state, and local noise control laws and regulations.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 35 43 – ENVIRONMENTAL PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES: This section applies to all necessary steps taken by the contractor to comply with the environmental protection requirements listed herein.

1.02 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. Environmental Protection Agency (EPA) regulations:

40 CFR 122 National Pollution Discharge Elimination System

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 761 Polychlorinated Biphenyls (PCB) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

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

29 CFR 1910.120 Hazardous Waste Operations

C. U. S. Department of Transportation Regulations:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

1.03 REFERENCE STATUTES: The statutes listed below form a part of this specification to the extent referenced.

Clean Air Act (CAA) (42 U.S.C. §§ 7401 to 7642)

Clean Water Act (33 U.S.C. §§ 1251 to 1387)

Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) (42 U.S.C. §§ 9601 to 9675)

Federal Water Pollution Control Act (CWA) (33 U.S.C. §§ 1251)

Toxic Substance Control Act (TSCA) (15 U.S.C. §§ 2601 to 2654)

1.04 ENVIRONMENTAL PROTECTION REQUIREMENTS: Provide and maintain environmental protection during the life of the Contract to control pollution or to correct conditions that develop during construction. Comply with all Federal, State, and local laws and regulations pertaining to water, air, soil, and noise pollution.

1.05 PROTECTION OF NATURAL RESOURCES

A. Preserve the natural resources within the project boundaries and outside the limits of permanent work performed under this Contract in their existing condition or restore to an equivalent or improved condition upon completion of the work. Repair or restore to original condition all trees or other landscape features scarred or damaged by equipment or operations. Obtain KO's approval before repair or restoration. Confine construction activities to areas defined by the work schedule, drawings, and specifications. Federal Acquisition Regulation clause 52.236-9 applies.

B. Do not remove, cut, deface, injure, or destroy trees or shrubs without special written permission from the KO. Protect existing trees which may be damaged by construction operations.

C. Construction equipment is to be kept in good repair, without leaks of hydraulic or lubricating fluids. If such leaks or drips do occur, they shall be cleaned up immediately. Drip pans shall be utilized when vehicles are parked. Confine equipment maintenance and/or repair to one location. Control runoff in this area to prevent contamination of soils and water.

1.06 CONTROL AND DISPOSAL OF WASTES: With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials become the contractor's property and shall be removed from the job site daily.

1.07 HAZARDOUS WASTE DISPOSAL: Any hazardous or regulated waste generated by work under this contract is the responsibility of the Contractor and shall be disposed of in accordance with all applicable federal, state, and local regulatory requirements. The facility is the generator of record and will provide the EPA ID number and manage manifests. The site environmental manager must approve and sign all manifests. The contractor may leave wastes on site pending analysis for disposal. The wastes will be accumulated at a location designated by the POC. The facility address will be used on each manifest. CEU Oakland shall not appear on any manifest. The Contractor shall arrange and be responsible for the transportation and final disposal of any hazardous waste. Comply with applicable parts of 40 CFR 262. Any manifest of hazardous waste shall be signed by the Government Hazardous Materials/Hazardous Waste Coordinator at the work site (hereinafter "HM/HW Coordinator"). The Contractor shall contact the HM/HW Coordinator for disposal of any hazardous waste. No contractor or subcontractor shall have the authority to sign a hazardous waste manifest using the facility's EPA generator ID number. Only the HM/HW Coordinator may sign a manifest for hazardous waste.

A. HM/HW Spill Response: Store chemical waste in corrosion resistant containers labeled to identify type of waste and date filled. Comply with 49 CFR 178. Remove containers from Government property and dispose of in accordance with Federal, State, and local regulations. Submit a certified copy of the acceptance receipts for these materials, indicating quantities. For oil and hazardous material spills which may be large enough to violate Federal, State, and local regulations, notify the KO immediately.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

DIVISION 09 - FINISHES

09 90 00 – PAINTING AND COATING

PART 1 GENERAL

1.01 SECTION INCLUDES: This section applies to all labor, materials and equipment necessary for prepping, priming and painting of the previously painted buildings.

1.02 REGULATORY REQUIREMENTS: Conform to the State of California regulation for Volatile Organic Compound (VOC) emissions, and flame/fuel/smoke rating requirements for finishes.

1.03 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. American Society of Testing and Materials (ASTM):

C920-11 Standard Specification for Elastomeric Joint Sealants

C1193-09 Standard Guide for Use of Joint Sealants

D3273-12 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber

D3359-09e2 Standard Test Methods for Measuring Adhesion by Tape Test

D3960-05 Standard Practice for Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings

D4258-05(2012) Standard Practice for Surface Cleaning Concrete for Coating

D4585/D4585M-13 Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation

D6940-10 Standard Practice for Measuring Sifting Segregation Tendencies of Bulk Solids

E96/E96M-12 Standard Test Methods for Water Vapor Transmission of Materials

B. Federal Specifications (Fed. Spec.):

FED-STD-595C Colors Used in Government Procurement

TT-P-19D-85 Paint, Latex (Acrylic Emulsion, Exterior Wood and Masonry)

C. Steel Structures Painting Council (SSPC):

SP1 Solvent Cleaning

SP2 Hand Tool Cleaning

SP3 Power Tool Cleaning

D. Window and Door Manufacturers Association (WDMA):

WDMA I.S.4-07A Water Repellant Preservative Non-Pressure Treatment for Millwork

1.04 SUBMITTALS:

A. Catalog Cuts: Submit manufacturer's product literature, storage and application instructions for each material. Provide manufacturer’s standard color selection charts for paint and coatings.

B. Samples: Provide 6 inch square samples of each paint and coating type and color.

C. Material Safety Data Sheets (MSDS): Provide MSDS for all paints, coatings and primers. Provide listing of quantities of these hazardous materials proposed to be stored on site.

1.05 TEST AREA: The Contracting Officer’s Representative (COR) will designate an area that will serve as a test area for surface prep and coating application of each surface type.

Application shall demonstrate adhesion, mil thickness, color and texture. The test area shall be approved by the COR prior to starting work on the remainder of the building and shall serve as the quality standard for the work.

1.06 DELIVERY, STORAGE AND HANDLING:

A. Deliver all new materials to the site in their original, unopened containers and store in accordance with manufacturer's instructions.

B. After opening, all materials shall be kept in a dry area, tightly capped. Maintain storage temperature between 60 degrees and 75 degrees in a well ventilated area, unless otherwise required by manufacturer’s instructions.

1.07 CLIMATIC CONDITIONS: Do not apply coatings in rainy weather, when the relative humidity exceeds 85 percent, or until surfaces have dried from the effects of such weather. The temperature of the air and structure shall be between 50 degrees and 90 degrees Fahrenheit during painting.

1.08 PROTECTION: Install protective coverings over building walks, landscaping, doors, windows and other improvements at the site prior to starting work.

A. Secure protective coverings adequately for work activities and against wind.

Protective coverings shall remain in place for the duration of prepping and painting activities.

1.09 WASTE MANAGEMENT: Coordinate with the local recycler for recycling of suitable materials.

PART 2 PRODUCTS

2.01 GENERAL: Primer and paint shall be from the same manufacturer and compatible with each other.

2.02 PRIMER:

A. Exterior stucco: Exterior latex primer compatible with substrate and as recommended by the finish coat manufacturer; apply minimum 1 coat.

B. Exterior Metal: Rust inhibitive primer as recommended by the finish coat manufacturer.

C. Exterior Wood Surfaces: Latex acrylic primer compatible with substrate and water repellant preservative; as recommended by the finish coat manufacturer. Minimum 1 coat.

2.03 PAINT: Color per Schedule, Paragraph 3.07.

A. Exterior stucco: 100 percent acrylic; mildew inhibitors. Minimum 3 mils dry film thickness, 35 percent solids by volume.

B. Exterior Metal: High build, alkyd enamel; passes ASTM D4585 for moisture condensation resistance and ASTM B117 for salt fog resistance. Minimum 55 percent solids by weight. Minimum 5 mils dry film thickness.

C. Exterior Wood Surfaces: Latex, acrylic emulsion with mildewcide; Fed Spec TT-P- 19D-85. Minimum 3 mils dry film thickness.

2.04 SEALANT: Permanently flexible caulking compatible with substrate and selected coatings:

A. Elastomeric Joint Sealing: ASTM C920, Type S, Class 25, Grade NS, low modulus, polyurethane or polysulfide sealant.

PART 3 EXECUTION

3.01 GENERAL: All paints and coatings shall be applied in accordance with the manufacturer's instructions and as specified herein. Provide a test patch to ensure compatibility.

A. Paint existing surface mounted components, except where painting will be detrimental to the device function (ie. satellite dishes, antennas, lighting, signage, etc.) or as otherwise noted.

1) Cameras and antennas shall be protected and remain operational throughout work.

2) If surface mounted components are temporarily removed, coordinate scheduling removal and re-installation with the Contracting Officer’s Representative. Re-install removed components in original locations after completion of work.

3.02 PROTECTION: Measures shall be taken to protect existing work to remain, adjacent surfaces, equipment, landscape, etc. Remove, mask or otherwise protect all surfaces not to be painted from paint droppings and splatters, prior to surface preparation and painting operations. The contractor shall restore any surfaces that are contaminated by paint to original condition. Take precautions to prevent damage to landscaping. The contractor shall be responsible for any repairs or painting required because of his negligence.

A. During all surface prep and coating operations of existing surfaces, control the emission and broadcasting of particles to the atmosphere by providing appropriate containment methods and devices.

B. Take care to prevent condensation and/or heat buildup when using a tarp or plastic as protection.

3.03 PREPARATION: Surfaces shall match and be flush with existing surrounding areas.

Remove all dirt, rust, scale, splinters, loose particles, disintegrated coatings, grease, oil, and other deleterious substances from all surfaces which are to be coated. Oil and grease shall be removed with a suitable solvent. Surfaces shall be clean and dry before paint is applied; all debris and foreign matter shall be removed prior to new finish being applied.

A. Previously Painted Surfaces: Preparation techniques shall take into account the possibility of old paint loosened by application of new paint, grease and other substances on old paint surface. All surfaces with peeling problems due to improper preparation of previous coatings shall be sanded to allow for proper adhesion of new paint and spot primed, prior to finishing. The Contractor is responsible for adhesion of new paint to old paint and adhesion to the substrate.

B. Exterior Concrete and Stucco: Pressure wash, hand wash and scrape to remove loose paint, dirt, grease, oil, fungus, mold, salt and efflorescence in accordance with ASTM D 4258. Pressure wash shall not be at a pressure which will cause etching or other damage to the concrete surface.

C. Exterior Metal: Remove dirt, grease, oil, mold and salt by solvent cleaning in accordance with SSPC-SP1. Remove rust and loose paint with hand tools and power tools in accordance with SSPC-SP2 and SSPC-SP3. Cleaning methods shall be the gentlest possible to achieve the desired result. It is not intended that the surfaces be cleaned to shiny metal. Feather sand edges of removed areas to provide smooth transitions. Do not leave prepared surfaces unprotected to weather for more than 3 hours.

1) If surfaces are glossy, reduce gloss. Prime bare exposed metal prior to painting.

2) Use of power tools may require more protective personal equipment.

D. Exterior Wood Surfaces: Sand exposed surfaces to remove surface imperfections and prepare for coating; remove dust prior to coating. Apply water repellant preservative prior to applying primer.

3.04 PAINT APPLICATION: Stir and mix each coating in accordance with manufacturer’s recommendations. Application and thickness of paint shall be in accordance with manufacturer's instructions or this specification, whichever is more restrictive.

A. Apply with good, clean brushes, rollers or spray equipment.

B. Each coat shall completely cover the previous coat or substrate. No succeeding coat shall be applied until the proceeding is thoroughly dry. The finished surface shall show no runs, drips, ridges, waves, laps, brush marks, or variations in color. Edges of paint adjoining other materials or colors shall be clean and sharp with no overlapping.

Where coverage is incomplete or not uniform, an additional coat shall be applied at no additional cost to the Government.

3.05 SEALANT APPLICATION: Apply sealant in accordance with manufacturer’s written instructions and ASTM C 1193.

3.06 CLEANING:

A. As work proceeds, promptly remove paint materials where spilled, splashed or splattered.

B. After painting, operate moving parts, remove all masking and restore areas to original conditions. Reinstall surface mounted items, as necessary (light fixtures, building letters, etc.). Remove paint containers and waste, cloths and material that may present fire hazard.

3.07 SCHEDULE: All surfaces shall be painted to match existing color and sheen, unless otherwise noted.

PICTURES

1 BLDG 10 NE Corner

3 BLDG 10 SE Corner

5 Bldg 31 NE Corner

2 BLDG 10 NW Corner

4 BLDG 10 SW Corner

6 BLDG 31 NW Corner

7 BLDG 31 SE Corner

9 BLDG 32 NE Corner

11 BLDG 32 SE Corner

8 BLDG 31 SW Corner

10 BLDG 32 NW Corner

12 BLDG 32 SW Corner

13 BLDG 33 NE Corner

15 BLDG 33 SE Corner

17 BLDG 34 NE Corner

14 BLDG 33 NW Corner

16 BLDG 33 SW Corner

18 BLDG 34 NW Corner

19 BLDG 34 SE Corner

21 BLDG 35 NE Corner

23 BLDG 35 SE Corner

20 BLDG 34 SW Corner

22 BLDG 35 NW Corner

24 BLDG 35 SW Corner

25 BLDG 36 NE Corner

27 BLDG 36 SE Corner

29 BLDG 38 NE Corner

26 BLDG 36 NW Corner

28 BLDG 36 SW Corner

30 BLDG 38 NW Corner

31 BLDG 38 SE Corner

33 BLDG 40 NE Corner

35 BLDG 40 SE Corner

32 BLDG 38 SW Corner

34 BLDG 40 NW Corner

36 BLDG 40 SW Corner

37 BLDG 50 N

39 BLDG 50 SE Corner

41 BLDG 51 NE Corner

38 BLDG 50 NE Corner

40 BLDG 50 SW Corner

42 BLDG 51 NW Corner

43 BLDG 51 SE Corner

45 BLDG 52 NE Corner

47 BLDG 52 SE Corner

44 BLDG 51 SW Corner

46 BLDG 52 NW

48 BLDG 52 SW Corner

49 BLDG 53 NE Corner

51 BLDG 53 SE Corner

53 BLDG 54 NE Corner

50 BLDG 53 NW Corner

52 BLDG 53 SW Corner

54 BLDG 54 NW Corner

55 BLDG 54 SE Corner

57 BLDG 59 NE Corner

59 BLDG 59 SE Corner

56 BLDG 54 SW Corner

58 BLDG 59 NW

60 BLDG 59 SW Corner

61 BLDG 61 NE Corner

63 BLDG 61 SE Corner

65 Compactor Shed NE Corner

62 BLDG 61 NW Corner

64 BLDG 61 SW Corner

66 Compactor Shed SW Corner

67 Compressor Shed SE Corner

69 Shed NE Corner

71 Transformer/substation E

68 Compressor Shed SW Corner

70 Shed SW Corner

72 Transformer/substation W

73 Transformer/Substation SE Corner

75 Decorative walls (sample)

76 Decorative walls (sample)

74 Transformer/Substation SW Corner

Drawing 1

Drawing 2

PICTURES