Specification_with_Appendix_1_&_2_-_70Z08818BP0400100.pdf

PSN 10228984 Page 2

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 3

01 10 00 - GENERAL PARAGRAPHS 3

01 33 00 – SUBMITTALS PROCEDURES 9

01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES 16

01 35 43 – ENVIRONMENTAL PROCEDURES 27

DIVISION 02 – EXISTING CONDITIONS 32

02 41 19 – SELECTIVE DEMOLITION 32

02 85 00 – MOLD REMEDIATION 34

DIVISION 03 - CONCRETE 46

03 30 00 – CAST-IN-PLACE CONCRETE 46

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES 56

06 10 00 – ROUGH CARPENTRY 56

06 40 00 – ARCHITECTURAL CASEWORK 61

DIVISION 07 – THERMAL AND MOISTURE PROTECTION 66

07 21 00 – THERMAL INSULATION 66

07 54 24 – THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING SYSTEM 69

07 60 00 – FLASHING AND SHEET METAL SYSTEM 81

DIVISION 08 – OPENINGS 86

08 21 00 – METAL DOORS AND FRAMES 86

08 71 00 – DOOR HARDWARE 93

DIVISION 09 - FINISHES 98

09 05 00 – COMMON WORK RESULTS FOR INTERIOR FINISHES 98

09 30 00 –TILE 103

09 51 00 – ACOUSTICAL CEILINGS 114

09 68 06 – CARPET 118

09 90 00 – PAINTING AND COATING 123

DIVISION 10 - SPECIALTIES 126

10 21 13 – TOILET COMPARTMENTS 126

10 28 00 – TOILET AND BATH ACCESSORIES 130

DIVISION 12 - FURNISHINGS 135

12 36 61 – SOLID SURFACE COUNTERTOPS 135

DIVISION 22 - PLUMBING 138

22 00 00 – COMMON WORK RESULTS FOR PLUMBING 138

DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 149

23 00 00 – COMMON WORK RESULTS FOR HVAC 149

DIVISION 26 – ELECTRICAL 164

26 00 00 - BASIC ELECTRICAL MATERIALS AND METHODS 164

APPENDIX 1: AS-BUILT DRAWINGS

APPENDIX 2: AS-BUILT SITE PHOTOGRAPHS

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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 replace roofs and interior finishes, plumbing fixtures and reconfigure interior spaces at CG AIRSTATION HOUSTON and STATION HOUSTON as follows:

A. Air Station Houston

1) Interior-Hangar and Public Works Building

(a) Remove, replace and refinish gypsum wall board at existing partition and ceilings due to water damage as indicated on drawings.

(b) Refinish interior surfaces per schedule.

(c) Remove and replace existing acoustical ceiling tiles per schedule.

(d) Remove and Replace existing floor coverings per schedule.

(e) Remediate all mold uncovered during course of finish replacement as described in specification and unit pricing in paragraph 01.01.C2.

(f) Remove and replace all floor and partition finishes and refinish ceilings in Men’s and Women’s Locker rooms/bath rooms per schedule.

(g) Reconfigure current shop and office area to add AST shower washoff area per plan.

(h) Reconfigure Women’s Locker Room to add AST shower washoff area per plan.

(i) Remove existing plumbing fixtures as indicated on architectural plan and schedule.

(j) Install new plumbing fixtures as indicated on architectural plan and schedule.

(k) Remove existing kitchen sink and faucet. Install new stainless steel kitchen sink (SK-1) and faucet.

2) Exterior- Hangar/Public Works Building

(a) Remediate and clean all exterior exposed surfaces, doors and door/window frames.

3) Roof- Hangar and Public Works Building

(a) Remove (e) roofing and perimeter flashing per plan

(b) Install new TPO roofing in areas as shown on plans

(c) Add curb flashing and shrouds at existing mechanical equipment locations at penetrations to roof as detailed

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B. Station Houston

1) Interior-Fitness Center, Station Building, Boathouse

(a) Remove, replace and refinish gypsum wall board at existing partition and ceilings due to water damage as indicated on drawings

(b) Refinish interior surfaces per schedule

(c) Remove and replace existing acoustical ceiling tiles per schedule.

(d) Remove and Replace existing floor coverings per schedule.

2) Roof- Fitness Center, Station Building, Boathouse

(a) Remove (e) roofing and perimeter flashing per plan

(b) Install new TPO roofing in areas as shown on plans

(c) Add curb flashing and shrouds at existing mechanical equipment locations at penetrations to roof as detailed.

(d) Flood existing roof to determine leaks and compromised roofing as shown on Roof Plans

3) Exterior- Boathouse

(a) Remove and replace existing caulk and expansion joint at perimeter of Boathouse to site slab connection C. UNIT PRICING: Replacement shall be done per the Contracting

Officer’s authorization based on the unit price identified in the solicitation. Replacement costs shall include associated costs for demolition, new materials, installation, finishing and all other associated costs. Provide unit prices for replacement of the following:

1) One square foot of gypsum wall board in addition to scope of work to be removed, replaced and refinished up to 1000 sq ft.

2) One square floor Mold remediation per specification up to 1000 sq ft.

3) Linear foot of GMS cap flashing 24g 6”wide and shaped flashing up to 200 LF

1.02 LOCATION: Project sites:

A. AIR STATION HOUSTON: 11789 Ellington Field, Houston, TX 77034

B. STATION HOUSTON: 9460 Clinton Drive, Houston, Texas 77029

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 Sector Houston Field Engineering officer MAT2 Joseph Johnson, at (305) 278-6711 to arrange site access.

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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. 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.

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 personnel also may be subjected to an immigration status and outstanding criminal warrants check.

The Real ID Act of 2005 established minimum security standards for license issuance and production and prohibits Federal agencies from accepting, for certain purposes, driver's licenses and identification cards from states not meeting the Act's minimum standards. Anyone requiring access to a military facility under this contract, to include subcontractors, who holds a driver's license from any state without approved licenses will be required to provide identification other than that driver's license to gain access. It is the responsibility of the Contractor to ensure that their personnel have federally acceptable personal photo identification and comply with any other requirements for base access.

Contractors shall provide the Contracting Officer's Technical Representative 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 Contracting Officer and the site contact 3 business days in advance of any shutdowns. All utility services shall remain in use during normal business hours.

Utility shutdowns only to occur after normal business hours.

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Perform all on-site work, including deliveries, between the hours of 7:00 AM and 5:00 PM, Monday through Friday (Federal Holidays excluded), unless otherwise approved by the Contracting Officer and the Unit Commanding Officer.

1.06 NOTIFICATION OF START AND COMPLETION OF WORK: The Contractor shall notify the Contracting Officer 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.

A. Construction Waste Management: Develop and implement a Construction Waste Management Plan quantifying material diversion in order to recycle, reuse and/or salvage to the maximum extent feasible of construction, demolition and land clearing waste.

1.08 ENERGY STAR PRODUCTS: Pursuant to Executive Order 13123, provide Energy Star labeled products or, for product groups where Energy Star programs do not yet exist, products that are in the upper 25 percent of energy efficiency as designated by the Federal Energy Management Program.

1.09 RECYCLED MATERIAL: Use products meeting or exceeding EPA’s recycled content recommendations for EPA-designated products and for other products contractor shall make all attempts to maximize the procurement of materials with recycled content.

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

1.11 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 State of Texas, Division of Occupational Safety and Health, TX-OSHA.

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.

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1.12 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).

1) The Contractor shall also provide temporary toilet facilities for both male and female government employees (two port-o-let for males, two port-o-let for females with hand washing station). Place per direction from the Contracting Officer. Contractor shall be responsible for cleaning/removing refuse and maintaining these facilities thru the duration of construction and be removed at completion of scope of work.

C. WATER AND ELECTRICITY: Water and 120V, 240V 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.

1.13 EXISTING UTILITIES: Utility locations shown are approximate.

The Contractor shall field verify all utility locations before concrete sawcutting. This shall include but not be limited to the use of sonic, electronic or magnetic detection devices, by noting pullbox and utility box locations at the surface, and by potholing. Contractor shall be responsible for repairing any utilities damaged during construction at no additional cost to the Government.

1.14 DRAWINGS: The work shall conform to the drawings listed

below which form a part of these specifications.

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Number Title

1OF 14 1-10228984-T1 PLANS, INDEX AND SCOPE

2-10228984-A1 STATION/AIRSTATION HOUSTON FLOOR PLANS

3-10228984-A1.1 AIRSTATION HOUSTON ENLARGED OVERALL PLAN

4-10228984-A1.2 AIRSTATION HOUSTON ENLARGED OVERALL PLAN

5-10228984-A1.3 AS HOUSTON CCONSTRCUTION PHASING PLAN

6-10228984-A2 STATION/AIRSTATION HOUSTON ROOF PLANS

7-10228984-A3 AIR STATION HOUSTON ENLARGED FLOOR PLANS

8-10228984-A4 INTERIOR DETAILS

9-10228984-A4.1 CABINET DETAILS

10-10228984-A5 TYPICAL ROOF DETAILS

11-10228984-A6 STATION HOUSTON SCHEDULES

12-10228984-A7 AIR STATION HOUSTON SCHEDULES

13-10228984-E1 ELECTRICAL SYMBOLS AND NOTES

14-10228984-E2 ELECTRICAL

1.15 REFERENCE DRAWINGS: The drawings listed below are included for reference only in Appendix 1 at the end of this specification. They are known not to accurately reflect all existing conditions. Field verify all necessary information.

Number Title

17 to 95 US Coast Guard Norfolk, VA 23510 Facilities Design and Construction Center

US COAST GUARD AIR STATION

HOUSTON, TEXAS

DRAWING INDICATOR NUMBER 08-04-79

CONSTRUCTION PLANS-AS-BUILT DATE 07/15/85

1 to 2 US Coast Guard Miami, FL Civil Engineering Unit:

USCG AIR STATION HOUSTON

LOWER ROOF REPLACEMENT- DATE 2000

3101726 New Station Houston Station Building/Fitness Building/Boathouse

HOUSTON TEXAS- DATE 01/31/2014

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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01 33 00 – SUBMITTALS PROCEDURES

PART 1 GENERAL

1.01 GENERAL

A. Forward all submittals, except as stated elsewhere, to the Contracting Officer by email within 10 calendar days from date of Notice to Proceed or as indicated on the submittal register. Submittals shall be accompanied with the USCG furnished material submittal form in Microsoft Word Format.

Unless noted otherwise, all submittals shall be provided in an electronic image format. Provide these submittal images to the Contracting Officer, the Construction Manager, and the Contracting Officer's Representative (COR) simultaneously.

If the electronic image is insufficient to ascertain submittal acceptability, the Contracting Officer may request a hard copy submittal. The Construction Manager 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 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.

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1.05 SHOP DRAWINGS: Drawings shall indicate layouts, dimensions, materials, and other information required to fully describe the items being installed. In addition to shop drawings for review, submit one reproducible bond paper, full-size set of as-built shop drawings at completion of contract work. If drawings are prepared using computer aided drafting, electronic files shall be compatible for use with AutoCAD 2017. Submit electronic files in addition to hard copy drawings.

1.06 STATEMENTS OF PROCEDURES: Job-specific detailed procedure statements for aspects of the project requiring special attention. The statements shall indicate all methods and materials to be used for proper execution of the work. The statements shall also indicate any limiting criteria and scheduling requirements.

1.07 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 Contracting Officer 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.

1.08 TEST RESULTS: Submit test results as described in the

individual referencing specification section.

1.09 PERMITS AND CERTIFICATES: Submit applications and copies of all permits and certificates as described in the individual referencing specification section and listed in the Submittal Register.

1.10 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 Contracting Officer's Representative no later than the delivery date of the product. Two copies shall be submitted to the Construction Manager.

1.11 AS-BUILT DRAWINGS: Maintain at the job site one set of full size contract drawings marked in red to show any deviations which are found to exist or have been made from the contract drawings. Upon completion of the work, deliver the marked

PSN 10228984 Page 11 set of prints to the Contracting Officer. Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.12 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

AUTOCAD TITLE BLOCK - TITLED ATTRIBUTES

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END OF SECTION

Use USPS two ltr abbreviation for state

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CEU OAKLAND SUBMITTAL REGISTER

PSN:

10228984

CONTRACT NO.:

PROJECT TITLE AND LOCATION:

M&R AIRSTA Houston/Sector HOUSTON

CONTRACTOR NAME:

Submittal Reference Location

DATE

REQUIRED

DATE

SUBMITTED ACTION DATE

NO. SPEC SECTION PARA. PAGE DESCRIPTION OF SUBMITTAL

Days after award-20 UON

APPROVED

APPROVED

AS NOTED DISAPPROVED

RESUBMITTAL

APPROVED REVIEWER

001 01 10 00 1.07A 6 CONSTRUCTION WASTE MANAGEMENT PLAN -

002 01 33 00 1.11 10 AS-BUILT DRAWINGS 160

003 01 33 00 1.12 11 BAR CHART PROGRESS SCHEDULE 10

004 01 35 29 1.08A 21 SOLID WASTE DISPOSAL PERMIT *

005 01 35 29 1.08B 21 MATERIAL SAFETY DATA SHEETS

006 01 35 29 1.08C 21 HM/HW Handling Plan

007 01 35 29 1.08D 21 ACCIDENT PREVENTION PLAN (APP) 10

008 01 35 29 1.07E 21 MOBILE EQUIPMENT OPERATOR LIST

009 02 85 00 1.05A 38 PRE-CONSTRUCTION

010 02 85 00 1.05B 39 QUALIFICATIONS

011 02 85 00 1.05C 39 PRODUCT DATA 10

012 02 85 00 1.05D 39 WEEKLY REPORTS

013 02 85 00 1.05E 39-

40 CLOSE OUT

014 03 30 00 1.04A 48 CATALOG CUTS

015 03 30 00 1.04B 48 TRANSIT MIX DELIVERY SLIP

016 06 40 00 1.03A 61 CATALOG CUTS

017 06 40 00 1.03B 61 SAMPLES

018 06 40 00 1.03C 61 SHOP DRAWINGS

019 07 21 00 1.03A 66 CATALOG CUTS FOR INSULATION

020 07 54 24 1.05A 70 SHOP DRAWINGS

021 07 54 24 1.05B 70 SAMPLES

022 07 54 24 1.05C 71 WARRANTIES

023 07 54 24 1.05D 71 SAMPLE LETTER OF CERTIFICATION

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024 07 60 00 1.03A 81 SHOP DRAWINGS

025 07 60 00 1.03B 81 PRODUCT DATA

026 07 60 00 1.03C 81 SAMPLES

027 07 60 00 1.03D 81

QUALIFICATIONS OF MANUFACTURER &

INSTALLER

028 08 21 00 1.03A 86 CATALOG CUTS

029 08 71 00 1.03A 94 CATALOG CUTS FOR DOOR HARDWARE

030 08 71 00 1.03B 94 HARDWARE SCHEDULE

031 09 05 00 1.03A 99 CATOLOG CUTS:BACKER BOARD

032 09 30 00 1.03A 103 CATALOG CUTS FOR CERAMIC TILE

033 09 30 00 1.03B 104 SAMPLES

034 09 51 00 103.A 114 CATALOG CUTS

035 09 68 06 103.A 118 MANUFACTURER’S PRODUCT DATA

036 09 68 06 103.B 119 SAMPLES

037 09 90 00 1.04A 123 CATALOG CUTS

038 09 90 00 1.04B 123 PAINT SAMPLES

039 09 90 00 1.04C 124 MATERIAL SAFETY DATA SHEETS

040 10 21 13 1.03A 127 CATALOG CUTS FOR TOILET PARTITIONS

041 10 28 00 1.03A 130

CATALOG CUTS FOR TOILET

ACCESSORIES

042 12 36 61 1.03A 135 CATALOG CUTS FOR SOLID SURFACING

043 12 36 61 1.03B 135 SOLID SURFACING SAMPLES

044 12 36 61 1.06 136

WARRANTY FOR SOLID SURFACE

COUNTERTOP 120

045 22 00 00 1.02A 139

PLUMBING ENGINEERING DESIGN

DOCUMENTS

046 22 00 00 1.02B 139 CATALOG CUTS 120

047 22 00 00 1.02C 139 TEST RESULTS

048 22 00 00 1.02D 139 Plumbing As-Built Drawings

049 23 00 00 102.A 150 Design-Build Requirements for Design Review Document Submittals

050 23 00 00 102.B 150 CATALOG CUTS

051 23 00 00 102.C 151 SPARE PARTS

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052 23 00 00 102.D 151

MANUFACTURER’S TEST PROCEDURE FOR

REFRIGERANT PIPING LEAKAGE TEST

053 23 00 00 102.E 151 AIR BALANCER (TAB) QUALIFICATIONS

054 23 00 00 102.F 151

CERTIFIED FINAL AIR BALANCING

REPORTS

058 23 00 00 102.G 151 START UP REPORTS

059 23 00 00 102.H 151 SYSTEM PERFORMANCE REPORTS

060 26 00 00 1.05A 166 CATALOG CUTS FIXTURES

061 26 00 00 1.05B 166 INSTRUCTIONS 120

062 26 00 00 1.05C 167 OPERATING INSTRUCTIONS 120

*AS GENERATED

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

1.01 SECTION INCLUDES: This section applies to steps taken by the contractor to comply with the health and safety requirements listed herein. The Contractor shall comply with all applicable federal, state, and local laws and regulations. The ultimate responsibility for identifying applicable requirements and protecting contractor employees or sub-contractors rests with the primary contractor.

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. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI):

Z359 Series Fall Protection Code, Version 2 (Z359.0-2007, Z359.1-2007, Z359.2- 2007, Z359.3-2007, Z359.4-2007, Z359.6-2009, Z359.12-2009, Z359.13-2009, Z359.14-2012, and historical Z359.1-1992 (R1999)

B. 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)

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C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 Standard for Safeguarding Construction, Alteration and Demolition Operations

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

EM 385-1-1 Safety and Health Requirements Manual

E. 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 1926.106 Working Over or Near Water

29 CFR 1926.1101 Asbestos

29 CFR 1926 Subpart L Scaffolds

29 CFR 1926 Subpart M Fall Protection

29 CFR 1926 Subpart P Excavations

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

F. U. S. DEPARTMENT OF TRANSPORTATION REGULATIONS:

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

G. U. S. COAST GUARD COMMANDANT INSTRUCTIONS (COMDTINSTs):

COMDTINST M5100.47A U.S. Coast Guard Safety and Environmental Health Manual

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Chapter 12 – Asbestos Awareness Program

1.03 REFERENCE STATUTES: The statutes listed below form a

part of this specification to the extent referenced.

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

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

Residential Lead-Based Paint Exposure Reduction Act (15 U.S.C. §§ 2681 to 2692)

1.04 HAZARDOUS MATERIAL TESTING:

A. No tests have been conducted on the materials expected to be encountered during this work. The contractor shall comply with the requirements of this specification in the event any materials are encountered which may pose a potential health hazard.

B. Lead: 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 at the locations where materials will be disturbed. 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.

1.05 Asbestos: 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 at the locations where materials will be disturbed. 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.

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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.

1.06 UNFORESEEN HAZARDOUS MATERIALS:

A. If, during the course of work, material is determined to be hazardous to human health upon disturbance during construction operations, stop that portion of work and notify the Contracting Officer immediately.

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).

1.07 DEFINITIONS

A. Sediment: Soil and other debris that has been eroded and transported by runoff water.

B. 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.

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

D. Debris: Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

E. Chemical Wastes: Includes salts, acids, alkalies, herbicides, pesticides, and organic chemicals.

F. Sanitary Wastes:

1) Sewage: Wastes characterized as domestic sanitary sewage.

2) Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

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G. 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.

H. Oily Waste: Includes petroleum products and bituminous materials.

I. PCB (Polychlorinated Biphenyls): Toxic and non-biodegradable materials used extensively under trade names, such as Pyranol or Askarel, as insulating cooling fluids in capacitors and transformers.

J. 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.

K. 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.

L. 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.

PSN 3260186 Page 21

M. 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).

1.08 SUBMITTALS: Submit the following in accordance with

Section 01 33 00, "Submittal Procedures":

A. Solid Waste Disposal Permit: Upon disposal, provide copies of the acceptance receipts for the material, from the disposal site.

B. HW Manifests: Upon disposal of hazardous waste, submit a copy of the completed manifests within 5 calendar days of delivery of the wastes to the EPA approved treatment, storage and disposal facility.

C. HM/HW Handling Plan: Comply with all local, state, and federal laws and regulations when handling hazardous materials and disposing of and handling hazardous and other wastes. The Contractor shall have a compliance program outlining how the contractor handles and disposes of hazardous materials, petroleum products, hazardous substances, and hazardous waste. The program shall include, but is not limited to, the following elements as appropriate: a general storage site plan, methods used to analyze whether generated material (blasting debris, paint waste, etc.) is hazardous, any hazardous waste licenses and permits, air district permits, and the identification of hazardous waste and material transportation and disposal contractors. The Coast Guard has the right to require removal from the contract performance of any subcontractor who fails to comply with these laws and regulations or who fails to provide appropriate evidence of compliance with them.

D. Safety Data Sheets (SDS's): Copies of all SDS'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.

E. Asbestos Documentation: Copies of all notifications and documentation required by 29 CFR 1926.1101 and 40 CFR 61.

PSN 3260186 Page 22

F. Lead Sampling Certifications: If lead sampling is accomplished under this contract, provide EPA certificates for personnel evaluating the material (lead risk assessors) and certifications of laboratories performing analytical tests for lead.

G. Lead and Asbestos Test Results: Submit full copies of all lead and asbestos sampling and analysis results.

H. Specific work plans are required for the following

1) Lead:

(a) Lead-Based Paint: The contractor shall comply with all applicable local, state, and Federal laws and regulations regarding lead-based or lead-containing paint when engaging in lead-based paint activities or when addressing lead-based paint hazards.

Compliance with all such laws and regulations shall be indicated in the HM/HW Abatement Plan. Whenever this contract provides more than one standard for regulating lead-based paint, the contractor shall comply with the most restrictive law or regulation.

Applicable laws or regulations include, but are not limited to, 16 CFR §1303, Ban of Lead-Containing Paint; 29 CFR 1910.1025, Occupational Safety and Health Standards for General Industry; 29 CFR 1926.62, Lead Exposure in Construction; 40 CFR Part 745, Subpart E, rule for Lead Based Paint Renovation, Repair, and Painting; 15 U.S.C. §2601,

et. Seq.; and the Residential Lead-Based Paint Exposure Reduction Act. Contractors who perform lead-based paint renovations shall be employees of an EPA Certified Firm, EPA Certified Renovators, employ properly trained and certified workers and supervisors, and use lead-safe work practices.

Lead-safe work practices include but are not limited to work area containment; prohibition of open-flame burning; the use of power tools with HEPA exhaust control; and thorough clean up followed by verification or clearance of renovated areas.

(b) Lead-Contaminated Material Abatement: The Contractor shall not release lead or lead-contaminated materials into the environment. The Contractor shall not dispose of lead or lead-contaminated materials except in accordance with

PSN 3260186 Page 23 hazardous waste laws. When handling and storing lead-contaminated materials, the Contractor shall be responsible for compliance with 42 U.S.C. §§ 9601-9675, 42 U.S.C. §§ 6901-6991, and all other applicable Federal, state, and local environmental laws and regulations.

(c) Painting Over Lead Based Paint: If it is intended that the contractor is to paint over lead-based paint, prepare surfaces in accordance with the HM/HW abatement plan. Record the exact, detailed locations where the lead-based paint was removed or had new paint applied over it. Provide copies of these records to the Contracting Officer and the Unit. These records must be included in the Unit's building operation and maintenance plan to prevent lead exposure during future work and to disclose the presence of lead in the paint if the Coast Guard sells the property.

2) Asbestos: In no case, will any asbestos be cut or otherwise treated without compliance with the Coast Guard Asbestos Awareness Program (COMDTINST M5100.47B, Chapter 12). In addition to COMDTINST M5100.47B, any asbestos abatement operations must comply with all Federal, state and local laws and regulations including 29 CFR 1910.1001 and 40 CFR §61.150;

National Emission Standards for Asbestos. Provide all notices to the EPA as required by 40 CFR §61.145 prior to commencing asbestos removal work. Whenever this contract provides more than one standard for asbestos abatement, the contractor must comply with the most restrictive law or regulation. The Contractor will provide forty-eight hours written notice to the Contracting Officer before commencing any asbestos work. Should there be any question as to the existence of asbestos in any material which may be disturbed, it must be treated as if it were asbestos until positively identified. The Coast Guard Asbestos Awareness Program Chapter 12 (COMDTINST M5100.47B), is attached as an enclosure to this specification.

I. 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 including Fire Prevention per EM-385-1-1 and NFPA 241, Chapter 5.1. EM 385-1-1 Appendix A illustrates typical

PSN 3260186 Page 24 content for the Accident Prevention Plan (APP).

J. 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 Contracting Officer prior to equipment operation.

(This includes forklifts, cranes, motorized lifting device, etc.)

K. FALL PROTECTION: All construction activities shall comply with the fall protection requirements of CFR 1926 Subpart M and ANSI Z359. Submit a work plan if required under the submittal register.

L. 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.

M. TRENCHING AND SHORING: All excavation work shall meet 29 CFR 1926 Subpart P, OSHA standard "Excavation, Trenching, and Shoring." The contractor’s competent person shall evaluate the work operations and soil type and determine the appropriate protective measures necessary to protect personnel in trenches, as required by 29 CFR 1926-Subpart P-Excavations. The excavation support system shall be designed and constructed by personnel experienced and knowledgeable of code requirements and familiar with the hazards involved. The excavation shoring or bracing system shall be inspected daily and after a rainstorm, or other hazard.

1.09 DUST CONTROL: Keep dust down at all times, including

non-working hours, weekends, and holidays. Sprinkle or treat with dust suppressors, the soil at the site and other areas disturbed by operations. No dry power brooming is permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing is permitted only for cleaning nonparticulate debris, such as steel reinforcing bars. No sandblasting is permitted unless dust is confined. Only wet cutting of concrete blocks, concrete, and asphalt is permitted.

PSN 3260186 Page 25

No unnecessary shaking of bags is permitted where bagged cement, concrete mortar, and plaster is used.

1.10 FOREIGN OBJECTS DAMAGE (FOD): Aircraft and aircraft

engines are subject to FOD from debris and waste material lying on airfield pavements. The Contractor shall remove all such materials that may appear on operational aircraft pavements due to their operations on at least a daily basis. If necessary, the Contracting Officer may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD potential debris. The barricade shall consist of a fence covered with a fabric designed to stop the spread of debris; anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

1.11 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.

1.12 PIPE DISINFECTION: Disinfect any domestic water pipe

prior to use. Fill new pipe with chlorine so the free available chlorine (FAC) level is no less than 50 ppm throughout. Verify by sampling the water. Let stand for 24 hours and sample. The sample taken after 24 hours shall show a FAC level of no less than 25 ppm. If the FAC level is less than 25 ppm, re-chlorinate to a FAC level of no less than 50 ppm and repeat the above procedures. If the FAC is 25 ppm or greater, flush pipes with domestic water until the chlorine residual is between 0.2 ppm to 0.5 ppm, or meets potable water standards as established by EPA. Sample and test using a certified testing laboratory. A minimum of two consecutive water samples taken no less than 24 hours apart shall be certified free of bacteria before water pipes can be used.

1.13 ELECTRICAL WORK: All electrical work shall comply with

electrical safety-related work practices, wiring methods and protection, maintenance and environmental considerations in 29 CFR 1926 Subpart K.

1.14 WORKING WITH POTABLE WATER: Follow the Plumbing Code, PSN 3260186 Page 26 local jurisdictions, and the ASSE 1000-Series Standards regarding potable water connection/interconnection with construction procedures or with cross-connection to permanent systems. Test in accordance with the ASSE 5000- Series.

PART 2 PRODUCTS: Not Used

PART 3 EXECUTION: Not Used

PSN 10228984 Page 27

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)

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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 Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

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

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

Resource Conservation and Recovery Act (RCRA) (42 U.S.C.

§§ 6901 to 6991i)

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 Contracting Officer'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. Except in areas indicated to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without special written permission from the Contracting Officer.

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

PSN 10228984 Page 29 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.

D. At or before Contract completion, obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and all other vestiges of construction. Temporary roads, parking areas, staging areas, and similar temporary use areas where excavation has been accomplished shall be graded in conformance with surrounding areas. Restore all disturbed areas to their original condition.

1.06 PROTECTION OF EXISTING PAVED SURFACES

A. Preserve the paved surfaces 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 paved surfaces features scarred or damaged by equipment or operations including restoration of pavement markings disturbed by the performance of the scope of work.

Obtain Contracting Officer'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.

1.07 EROSION AND SEDIMENT CONTROL MEASURES:

A. Provide necessary controls to prevent visible or measurable erosion from leaving the construction site.

B. Provide temporary protection for erodible soils. Employ methods such as mechanical retardation, sediment basins, or vegetation and mulch. All earthwork brought to final grade shall be immediately finished as indicated or specified. Plan and conduct all earthwork to minimize duration of exposure of unprotected soils. Inspect erosion control measures at least weekly, and on a daily basis during rainy periods. The erosion Control and Temporary Drainage Plan shall indicate the measures you will use to protect land resources, and wildlife habitats. These measures must prevent visible or measurable erosion from leaving the construction site.

Plan shall detail structures, location, and expected flow

PSN 10228984 Page 30 paths.

1.08 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.

1.09 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 Contracting Officer immediately.

B. Comply with 40 CFR 262 and 263, 29 CFR 1910.120, and state regulations for removal, transportation and disposal of hazardous waste as discussed in the

PSN 10228984 Page 31

Contractor's HM/HW Handling Plan.

PART 2 PRODUCTS

Not Used

PSN 10228984 Page 32

DIVISION 02 – EXISTING CONDITIONS

02 41 19 – SELECTIVE DEMOLITION

1.01 DESCRIPTION OF WORK: This section applies to all work

required for the demolition, removal, recycling, and disposal of all building components associated with the complete removal of the interior finishes, roof systems, concrete and metal stud walls and framing, fixtures(electrical, plumbing, mechanical, fire alarm devices) and accessories per contract as indicated on drawings and as required for the installation of…