DRAFT_Attachment D - Technical Scope of Work.pdf

Title: Provide Fuels Laboratory

Location: MCAS Miramar, CA

Attachment D – Technical Scope of Work, Page 1

ATTACHMENT D

TECHNICAL SCOPE OF WORK

1. GENERAL

1.1. GENERAL DESCRIPTION

Demolition and construct/renovate the Fuel Laboratory Facility 9647 (CLIN

0001). The existing structure is in relatively good condition, therefore the building will be stripped down to its structural elements and renovated per the requirements indicated herein.

Design and construction of improvements will be in accordance with the latest version of the Marine Corps Air Station (MCAS) Miramar Requirements, Specific

Facilities Design / Construction Requirements. See Attachment H for Rev 5, November 2022. Confirm current version with MCAS Miramar prior to design.

1.2. PHASING

The Contractor shall phase their work, in coordination with the installation, to minimize disruption to existing fuels operations. A phasing plan shall be submitted to the COR for review and approval. A written notice must be provided to the COR not less than 10 days in advance of any disruptions to fueling operations. The Contractor will establish free work zones in coordination with airfield operations prior to construction.

To allow Miramar personnel to continue daily work operations during the renovation and construction process, Miramar will be providing a mobile lab for their personnel. The contractor shall provide a tie-it to a fiber optic line with internet access and a storage/Conex box for personnel equipment until the laboratory renovation is complete and facility 9647 is occupiable.

Miramar will determine the location of the storage/Conex box and will provide a map.

Contractor shall coordinate the haul route and laydown area with the installation. All equipment and materials will be stored within the laydown area for the duration of the contract unless approved in advance by the

Contracting Officer’s Representative (COR) and airfield manager.

Construction office trailers will be located in the laydown area. The

Contractor is responsible for maintaining and securing the lay down areas at all times. Low-profile barriers are required and must be approved by the airfield manager.

Attachment D – Technical Scope of Work, Page 2

2. ENVIRONMENTAL COMPLIANCE AND SUSTAINABILITY

2.1. General Requirements

This project consists of demolition and construct/renovate the Fuel

Laboratory Facility 9647 (CLIN 0001). The existing structure is in relatively good condition, therefore the building will be completely renovated.

Environmental considerations of this project includes demolition with hazardous building materials survey and abatement. Prevent environmental pollution and damage that may occur as a result of construction operations.

The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract.

Comply with all applicable federal, state, and local environmental laws and regulations. Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility. The contractor is required to obtain all necessary federal, state, and local permits required for this project and review federal and state regulations and pay any required fees.

2.1.1. Sustainability and Energy Efficiency Policy

The Sustainability goal for this project is to reduce the amount of construction-related debris that is deposited in local landfills. Materials that are recyclable, e.g., concrete, asphalt, aluminum, copper, brass, steel, plastic, cardboard, glass, etc., shall be recycled to minimize the impact on local landfills. In accordance with Unified Facilities Guide Specification

(UFGS), 01 74 19- A minimum of 60 percent by weight of total project solid waste shall be diverted from the landfill. The Contractor shall be responsible for the transportation and disposal of recyclable materials outside the limits of the government property.

2.2. Environmental Protection Plan

Prior to commencing construction/demolition activities or delivery of materials to the site, the Contractor shall submit an Environmental

Protection Plan prepared in accordance with UFGS 01 57 19, Temporary

Environmental Controls, for review and approval by the Contracting Officer.

The Contractor shall maintain a current version of the Environmental

Protection Plan on site for review by interested parties and implement any additional requirements in complying with applicable federal, state, and local environmental protection laws and regulations.

Copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents shall be attached, as an appendix, to the Environmental Protection

Plan.

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with federal, state, or local environmental laws, regulations, permits, and other elements of the Contractor's Environmental Protection

Plan. The Contractor shall, after receipt of such notice, inform the

Contracting Officer of the proposed corrective action and take such action when approved by the Contracting Officer. The Contracting Officer may issue

Attachment D – Technical Scope of Work, Page 3 a stop work order until satisfactory corrective action has been taken. No time extensions shall be granted, or equitable adjustments allowed to the

Contractor for any such suspensions. This is in addition to any other actions the Contracting Officer may take under the contract, or in accordance with the Federal Acquisition Regulation or Federal Law.

The Environmental Protection Plan shall include, but is not limited to, the following:

a) Name(s) of the person(s) within the Contractor's organization who is (are) responsible for ensuring adherence to the Environmental

Protection Plan.

b) Name(s) and qualifications of the person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c) Description of the Contractor's environmental protection personnel training program.

d) A Storm Water Pollution Prevention Plan, which identifies the type and location of the erosion and sediment controls to be provided.

e) Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials, including methods to control runoff and to contain materials on the site.

f) Traffic Control Plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

g) Work Area Plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas including methods for protection of features to be preserved within authorized work areas.

h) A Borrowing Material Plan including drawings showing the location of waste and borrow areas.

i) A Spill Control Plan that includes the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40 CFR 355, and/or regulated under federal, state, or local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1 and Installation specific measures.

j) A Solid Waste Disposal Plan identifying methods and locations for solid waste management/disposal including non-hazardous waste streams, soils, and other clearing debris. The plan shall include details for waste stream segregation, management, storage, sampling, handling and schedules for disposal, subcontractors responsible for the transportation and disposal of solid waste, and licenses or permits for solid waste disposal sites that are not a commercial operating facility. Attach evidence of the disposal facility's acceptance of the solid waste to this plan during the construction. Attach a copy of

Attachment D – Technical Scope of Work, Page 4 each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. Submit the report on regular intervals (i.e., first working day after the first quarter that non-hazardous solid waste has been disposed and/or diverted and for the previous quarter (e.g., the first working day of January, April, July, and October)). The report shall indicate the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

k) A Recycling and Solid Waste Minimization Plan with a list of measures to reduce consumption of energy and natural resources. The plan shall detail the Contractor's actions to comply with and to participate in federal, state, and local government sponsored recycling programs to reduce the volume of solid waste at the source.

l) An Air Pollution Control Plan detailing provisions to minimize airborne dust, debris, materials, trash, etc., from migrating off site.

m) A Contaminant Prevention Plan that identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with federal, state, and local laws and regulations for storage and handling of these materials.

In accordance with EM 385-1-1, a copy of the Safety Data Sheets (SDS) and the maximum quantity of each hazardous material to be on site at any given time shall be included in the Contaminant Prevention Plan.

As new hazardous materials are brought on site or removed from the site, the plan shall be updated.

n) A Wastewater Management Plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, decontamination water, hydrostatic test water, and water used in flushing of lines. Include any applicable permits, documentation, and sketches.

o) A Historical, Archaeological, Cultural, Biological, and Wetland Resources Plan that defines procedures for identifying and protecting the resources known to be on the project site and any resources discovered during construction/demolition. The plan shall identify lines of communication between Contractor personnel and the Contracting

Officer.

2.3. Existing Environmental Contamination

Lead based paint (LBP) and/or asbestos containing materials (ACM) may be present at this location in or on structures scheduled for demolition or renovation. The Contractor shall perform a survey for LBP and ACM prior to any demolition or renovation activities. Upon completion of the survey, the

Contractor shall share the results with the Contracting Officer, who will determine whether to exercise the associated option CLINs.

2.4. GENERAL DESCRIPTION

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction/demolition.

The control of environmental pollution and damage requires consideration of

Attachment D – Technical Scope of Work, Page 5 land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

2.5. DESIGN CRITERIA AND REFERENCE PUBLICATIONS

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-460-01 Petroleum Fuel Facilities, Design

(Jul 2019, Chg. 3 – June 2023)

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.120 Hazardous Waste Operations and Emergency Response

29 CFR 1910.1000 Air Contaminants

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.65 Hazardous Waste Operations and Emergency Response

40 CFR 112 Spill Prevention Control and Countermeasure Plans

40 CFR 261 Identification and Listing of Hazardous Waste

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous

Materials Communications, Emergency Response Information, and Training

Requirements

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual (2024)

EP 1110-1-16 Handbook for the Preparation of Storm Water Pollution

Prevention Plans for Construction Activities

AMERICAN PETROLEUM INSTITUTE (API)

API RP 2219 (2005) Safe Operation of Vacuum Trucks in Petroleum Service

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 (2021) Flammable and Combustible Liquids Code

2.6. COMPLIANCE

a. Comply with and obtain all applicable federal, state, and local regulations and permits required for this project and review federal, state and installation policies and procedures.

Attachment D – Technical Scope of Work, Page 6

b. Project Design shall be completed pursuant to 40 CFR Parts 112 and/or 280

(as applicable), to the greatest extent possible and in accordance with 29

CFR 1910, 29 CFR 1926, and USACE Safety Regulation EM-385-1-1.

2.7. SAFETY AND HEALTH GENERAL DESIGN

2.7.1. Accident Prevention Plan/Site Safety and Health Plan (APP/SHHP)

Contractor shall be required to prepare a written site-specific Accident

Prevention Plan (APP) that addresses all occupational safety and health hazards associated with the project. Should initial sampling and laboratory analysis show contamination over regional screening levels a Site Safety and

Health Plan (SSHP) for contaminant-related hazards shall be added to the APP as an appendix. Contractor shall cover each SSHP element in Appendix A of EM

385-1-1 as applicable. The SSHP will require government Contracting Officer acceptance before any work begins.

The Accident Prevention Plan (APP), required as part of the base task order, shall include an Activity Hazard Analysis (AHA) to provide for the safety of workers performing operations which involve exposure to PFAS & petroleum-contaminated media (if applicable). The Contractor shall develop the AHA in accordance with appropriate federal, state, and local regulations.

2.7.2. Site Safety and Health Officer

The Site Safety and Health Officer (SSHO) required in the 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS specification must meet the qualifications listed in this section and shall be in accordance with EM 385-1-1 Section

01.A.17 and Section 33.C.02.

2.7.3. Hot Work and Potential Sources of Ignition

Hot work and potential sources of ignition are of particular concern on this project and will require coordination with the installation fuels safety personnel through the Contracting Officer. Before heat is applied to a drum, container, or hollow structure, a vent or opening shall be provided for the release of any built-up pressure generated. SSHO and designee shall conduct air monitoring for flammable vapors in the work area to ensure the safety of workers, including, at a minimum, the measurement of explosive vapor levels in all work areas using a Combustible Gas Indicator (CGI). Eliminate all ignition sources and prevent the discharge of static electricity during venting of flammable vapors. Use explosion-proof, non-sparking equipment and tools when cutting piping. Clean up all fuel product discharges or spills promptly, and handle and dispose of spill materials, rags, and any petroleum-soaked wastes properly.

2.8. ENVIRONMENTAL DESIGN REQUIREMENTS

The Environmental Design shall include, but is not limited to, the following:

a. Sampling is required if contamination is suspected during excavation operations for the project.

b. Design shall include a caveat that if material not indicated that may be hazardous to human health upon disturbance during construction operations is encountered, the SSHO shall stop work immediately and contact the Contracting

Officer.

Attachment D – Technical Scope of Work, Page 7

c. Contractor shall be responsible for verification of all existing conditions prior to demolition. Upon receipt from the Department of Defense

(DoD) Environmental Laboratory Accreditation Program (ELAP) approved laboratory, all sampling and lab results will be coordinated through, and documentation will be provided to the Contracting Officer and the

Installation Environmental Office via the Contracting Officer.

d. Anticipated sample locations, testing methodology and data interpretation scenarios shall be addressed in the Project specifications and drawings generated, as applicable. All methods and procedures shall follow all federal, state, and local regulations.

e. Laboratory samples collected shall be analyzed by a DoD ELAP certified laboratory. Chemical parameters, analytical methods/procedures, timing constraints, and data interpretation scenarios are presented in a Quality

Assurance Project Plan.

f. Any waste descriptions shall be reviewed by an installation Environmental

Management Office Point of Contact prior to manifesting. All environmental notifications, permits, permit application packages, fees, approvals to construct, certifications, laboratory analysis, weight bills, and disposal manifest(s) shall be provided to the Contracting Officer and the Installation

Environmental Office via the Contracting Officer.

g. Identify locations of monitoring well(s) in the construction/demolition area and vicinity affected by construction/demolition activities. Avoid disturbing the integrity of existing monitoring well(s) during this project.

Indicate in specifications and drawings the locations of well(s) that are to be avoided. Address proposed temporary excavations or embankments for haul roads, Contaminant of Concern (COC) locations or plumes, anticipated excavation footprint, and lay down areas for stockpiles of excess or spoil materials.

h. Include the following Unified Facilities Guide Specifications (UFGS), as applicable:

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

i. Contractor shall be responsible for any sampling and final documentation required, in a timely manner. Schedules established shall ensure that the

Installation via the Contracting Officer has ample time to review all documentation and submit according to applicable regulatory schedules.

j. Contractor to identify critical tasks, establish communication lines, and a notification timeline for critical portions of the project via the

Contracting Officer. The timeline will ensure the availability of regulatory agencies and installation personnel to be on site to observe the critical tasks operations, as required.

Attachment D – Technical Scope of Work, Page 8

2.9. WASTE-STREAM REQUIREMENTS

a. Identify requirements for waste identification, excavation and monitoring, segregation, sampling, storing/handling/disposal methods for hazardous and non-hazardous materials as applicable. Identify requirements for any hazardous waste streams such as contaminated soils or water that requires licenses or permits for transportation and disposal. Sampling requirements for individual waste disposal facilities shall be the responsibility of the

Contractor. Evidence of the disposal facility's acceptance of the waste shall be submitted to the Contracting Officer and installation Environmental

Management Office via the Contracting Officer at regular intervals. Reports shall indicate the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

b. Contractor shall notify the Contracting Officer if any material to be disposed of is found to contain hazardous, toxic, biological, or radiological substances. Rubbish and debris will be removed from Government property daily to avoid accumulation at the project site.

c. Identify the methods and procedures for management and/or discharge of waste waters which are directly derived from construction/demolition activities, such as concrete curing water, clean-up water, disinfection water, hydrostatic test water, and water used in flushing of lines. Include any applicable permits, documentation, and sketches.

2.9.1. Lead Based Paint and Paint Containing Chromium (CLIN 0003)

Lead-Based Paint (LBP) and paint containing chromium may be present at this location. If LBP is present, the optional CLIN will then be implemented to address proper removal and handling according to federal, state and local laws and regulations before demolition activities commence.

2.9.2. Asbestos Containing Material (CLIN 0002)

Asbestos Containing Material (ACM) may be present during this project. If ACM is present, the optional CLIN will then be implemented and then it must be removed and handled according to federal, state and local laws and regulations before demolition activities commence.

Attachment D – Technical Scope of Work, Page 9

3. ARCHITECTURAL SCOPE OF WORK

3.1. GENERAL

A detailed description of the scope of work for the facility identified and items of work are included herein. The Design/Build Contractor will be required to work directly with the base Design Working Group to complete the concept plans provided as concepts for this project.

3.1.1. Site Conditions

Concept plans and information provided herein have been developed from limited on site investigation of the existing site and buildings. The government has no existing building plans for the current conditions and interior configuration of the building to be renovated. The plans included are conceptual in nature and on-site investigation of the existing site and facilities will need to be done by the Design/Build Contractor before beginning their required design deliverables per the contract. All critical dimensions and clearance shall be coordinated to ensure accurate placement of interior spaces and room layouts required.

3.1.2. Wood Construction

Wood construction shall NOT be permitted for any major portion of this design or construction of the interior spaces or the addition.

3.1.3. Framing

Light gage steel studs/framing will be used as indicated in the drawings for the interior non load bearing wall construction. The existing structural systems and exterior envelope are to remain intact, except for new windows, doors, or other openings needed, or as noted otherwise herein. If wood is used for flashing, blocking, nailing strips, roof supports, or other minor items the wood should be a treated type wood.

3.1.4. Site Location

The site is located: At Marine Corps Air Station (MCAS) Miramar, CA.

3.2. DESIGN CRITERIA

Design/Build Contractor shall provide the following design submittals as described below. Include all requirements as noted in the latest version of the Omaha District Design Guide (ODDG). For minimum drawing, narrative and other criteria refer to the Architectural Design Chapter.

Preliminary Design – 65%, which shall include the following:

• General: The purpose of the Preliminary Design phase is to validate that the design is being developed in accordance with the approved design criteria and is meeting the customer’s expectations.

• Drawings o Shall be developed to a 65% design.

o All floor and ceiling plans shall be nearly complete. Floor plans shall show complete functional relationships of spaces, required adjacencies, circulation, required exiting, and required number of plumbing

Attachment D – Technical Scope of Work, Page 10 fixtures. Plans shall have established all major and secondary dimensions, identify wall types and section cut locations, door and window types, interior elevations directions, ceiling types and lighting established, and completed with wall poche. Include interior furniture footprint plans of appropriate areas where necessary to determine the functionality of the spaces.

o All wall sections at all conditions shall be fully coordinated and completed.

o All schedules (Door, Window, Louver, Room Finish) shall be complete, except for door hardware sets information.

o All wall types shall be fully coordinated and completed.

o Detailing of major building elements shall be started.

o Roof plans shall be nearly complete.

o Exterior elevations shall be nearly complete.

o Interior elevations shall be nearly complete.

o Life safety plan shall be complete.

• Specifications: At 65% level.

• Design Analysis: Prepared and to include information listed in the DESIGN

ANALYSIS Paragraph of the Architectural Design Chapter and the general criteria indicated in Chapter 17 of the ODDG.

Final Design – 100%, which shall include the following:

• General: The purpose of the Final Design phase is to review for final completion of all project documents and to validate that the design is being completed in accordance with the approved design criteria and customer’s requirements. And incorporate into the design all previously approved review comments.

• Drawings o The drawings shall be complete, thoroughly checked, and fully coordinated with the specifications and all other construction documents. Previous comments and applicable criteria changes shall have been incorporated into the design. The contract drawings shall fully describe the type and the scope of work required. All detailing shall be complete.

• Specifications: Shall be completely edited and fully coordinated with the drawings. Specifications shall be edited format showing deletions and insertions for review.

• Design Analysis: Shall include the required information presented in previous submittal, updated to reflect the final design development and corrected to reflect changes in content made in response to review comments and/or scope changes.

Issued for Construction (IFC) Documents

• Propose: The Issued for Construction (IFC) phase is to review for 100% completion of all project documents. Drawings and specifications shall be completely prepared and ready for construction. The final form of the contract documents shall make it possible for construction of the facilities under this contract. The following information shall be submitted for review and approval.

• Drawings: Shall be complete. All previous approved comments shall be incorporated into the drawing set.

• Specifications: Shall be complete and fully coordinated with the drawings.

Specifications shall be in a “clean” format without deleted items showing.

Attachment D – Technical Scope of Work, Page 11

• Design Analysis: Shall be complete. All previous design criteria, calculations, and other design development information shall be included in the Design Analysis. The Design Analysis shall serve as a historical record for documentation of design development, design rational and decisions made, and customer requirements and directions.

The Codes, Standards, and Regulations listed below shall be used in the construction of this project. All applicable local, state, and federal standards and codes shall also be followed. The publications shall be the most recent editions. Standards other than those mentioned may be accepted provided they meet the minimum requirements of the following and the

Contractor shall submit proof of equivalency to the Contracting Officer for approval.

International Code Council (ICC):

IBC - International Building Code, as modified by UFC 1-200-01.

National Fire Protection Association (NFPA)

NFPA 101 - Life Safety Code

NFPA 80 – Standard for Fire Doors and Fire Windows

NFPA 10 – Standards for Portable Fire Extinguishers

NFPA 24 – Standard for the Installation of Private Fire Service Water

Mains

NFPA 13 – Standard for the Installation of Sprinkler Systems

NFPA 72 – National Fire Alarm Signaling Code

Code of Federal Regulations (CFR)

CFR 1910.132; Personal Protective Equipment (PPE)

CFR 1910.157; Portable Fire Extinguishers

CFR 1910, Subpart D; Walking-Working Surfaces

CFR 1910, Subpart E; Means of Egress

U.S. Department of Defense (DOD): Unified Facilities Criteria (UFC)

UFC 1-200-01; DOD Building Code (General Building Requirements), with

Change 2, dated 12 June 2023

UFC 1-200-02 High Performance and Sustainable Building Requirements, with

Change 2, dated 1 June 2022

UFC 3-101-01; Architecture, with Change 3, dated 2 Oct 2023

UFC 3-110-03; Roofing, with Change 5, dated 12 June 2020

UFC 3-120-10; Interior Design, with Change 2, dated 15 June 2021

Attachment D – Technical Scope of Work, Page 12

UFC 3-120-01; Design: Sign Standards, with Change 4, dated 1 Feb 2023

UFC 3-400-02; Design: Engineering Weather Date, dated 20 September 2018

UFC 3-600-01; Fire Protection Engineering for Facilities, with Change 6, dated 6 May 2021

UFC 4-010-01; DOD Minimum antiterrorism standards for buildings, with

Change 2, dated 30 July 2022

UFC 4-310-03; DOD Fuels Laboratory Standard, dated 12 Aug 2020

UFC 4-021-01; Design and O&M: Mass Notification Systems, with Change 1, dated 1 Jan 2010

ASHRAE Standards and Handbook

SMACNA Standards and Handbook

USACE Unified Facility Guide Specifications (UFGS)

21 13 13.00-10; Wet Pipe Sprinkler System

28 31 64-10; Fire Detection and Alarm System

28 31 76; Interior Fire Alarm and Mass Notification System

USACE: Engineering and Construction Bulletin (EBC)

2014 Leadership in Energy and Environmental Design (LEED), Version 4 (V4) –

Applicability: Information and Guidance

2013-5 Continuity of the High-Performance Energy and Sustainability Policy

– Applicability: Directive

2012-16 Building Air Tightness and Air Barrier Continuity Requirements

2008-1 Sustainability Design & Development (SSD) and Subsequent ECB’s

Related to Sustainability and Energy Reduction

3.3. DEMOLITION

Demolition scope of facility is described below. Refer to the civil scope of work to provide information on site demolition. Disposal of all removed materials shall be outside the limits of Government-controlled land in accordance with Federal, State, and local regulations. The Contractor shall notify the Contracting Officer’s Representative if any materials that are to be disposed of are found to contain hazardous, toxic, biological, or radiological substances.

The Design/Build Contractor will hire as part of their contract an environmental engineer to determine the presence of hazardous material in these facilities and the proper removal and disposal procedures to be followed by the Design/Build Contract during construction. If lead base paint is present it is currently encapsulated with new paint. Do not scrap or sand existing painted surfaces until it is determined by the environmental engineer if lead-based paint is present and if so how to safely remove it. It

Attachment D – Technical Scope of Work, Page 13 was observed that the existing Laboratory has Vinyl Asbestos Tile and likely the mastic contains ACM in that flooring. The Owner representative was unable to provide additional information on hazardous materials present on site so the Design/Build Contractor shall have an Asbestos and Lead-Based Paint

Inspection Report completed for each of the facilities that will require removal of hazardous materials if present.

3.3.1. DEMOLITION TO CONSTRUCT/RENOVATE FUEL LABORATORY FACILITY 9647

(CLIN 0001)

FUEL LABORATORY FACILITY: This building will be completely renovated. The existing building wall structure is concrete clad with an adobe block finish, and the roof structure is precast concrete which shall remain. Remove the existing adobe block finish to be replaced with CMU block to match the adjacent Fuel Dispatch Facility. Any areas of existing wall or roof deck structure where the reinforcing is exposed shall be repaired. All exterior windows, doors, and louvers shall be replaced. Roofing is a BUR with granular cover. Existing roof to be replaced by completely removing the existing roofing and insulation down to the existing roof deck along with all associated metal flashings. The existing HVAC system was recently replaced and will need to be protected during all roof repair efforts. Existing interior spaces completely gutted and all new finishes provided.

3.4. LIFE SAFETY / FIRE PROTECTION / HANDICAPPED ACCESSIBILITY

These facilities shall be designed in accordance with recognized industry standards for life safety and building egress. Fire extinguishers cabinets and fire extinguisher brackets including fire extinguishers shall be provided as required per NFPA 10. The facility to be renovated is classified as a Type

C++ lab facility per UFC 4-310-03 and anticipates to accommodate abled-bodied personnel only, therefore, the facility does not need to be designed in accordance with ABA requirements.

3.5. BUILDING REQUIREMENTS:

3.5.1. Building: Construct/Renovate Fuel Laboratory Facility 9647 (CLIN

0001)

Background: The Fuels Laboratory Facility 9647 is located on the Flightline.

This facility includes a restroom, office, and lab complete with fume hood, testing equipment and storage cabinets. The facilities building materials, roof and systems are degraded, aged, and are in need of immediate replacement/renovation. This project will provide a complete gut and renovation of the existing fuel dispatch facility building to meet the mission requirements for the Base.

• Fuel Lab is located on the Flightline adjacent to the Fuel Dispatch.

• The exterior of the building is clad with an adobe block construction, and the existing roof structure is concrete. Exterior adobe block to be removed and replaced with new CMU with integral color, and water repellent to match the adjacent Fuel Dispatch Facility.

• Roofing is a BUR with granular ballast. Existing roof to be replaced by completely removing the existing roofing and insulation down to the existing roof deck along with all associated metal flashings. Replace existing roof

Attachment D – Technical Scope of Work, Page 14 membrane and insulation with new rigid roof insulation and new single membrane roofing system per the base design standards, including all associated roof flashings.

• Exterior doors and windows to be replaced. This will include infilling of some existing doors, windows and exterior openings and installation of new doors, windows, and openings in new locations to accommodate a new functional layout of interior spaces.

• The floor slab will need to have containment provided by recessing the floor slab in Laboratory 101 from the exterior of the building and from the

Laboratory Office 100. This containment could also be provided by raising the

Laboratory Office 100 floor slab 6-inch and proving a raised curb at the exterior door to the building with an exterior ramp. UFC 4-310-03 requires a

6-inch recessed floor slab and floor drain be provided in the Fuels Testing

Lab 101 and this requirement must be met.

• The interior finishes have seen their life expectancy and will be replaced.

• The existing Fuel Laboratory Facility is approximately 18’ wide x 25’ long x 12’ high and is 450 SF.

Concept plans have been provided per Attachment E – RFP Drawings which are to be used by the Design-Build Contractor during the design phase of the project with the user groups as a starting point for discussion with the base when looking at the possibilities for the new building layouts. These concept plans shall not be considered final but are used to show users ideas of what these spaces should include at a minimum.

The building has no IT room or vestibules and given space is extremely tight additions might need to be considered for these types of spaces if required to be added to the existing building.

3.5.1.1. Laboratory Office:

Approximately 140 square feet.

• Provide the general location of the office furniture and equipment location in design documents.

• Floor finish shall consist of porcelain tile.

• Walls consisting of 4-inch steel studs covered with 5/8 inch gypsum wallboard at interior wall locations, at existing perimeter wall location new walls consisting of 2-inch insulated Z-furring with 2” continuous polyisocyanurate rigid board insulation cover with 5/8 inch gypsum wallboard.

• New walls shall be primed and painted with two finish coats of semi-gloss paint.

• Ceiling shall consist of a GWB ceiling system.

3.5.1.2. Laboratory:

Attachment D – Technical Scope of Work, Page 15

Approximately 240 square feet.

• Provide the general location of the office furniture and equipment location in design documents.

• Floor finish shall consist of fuel resistant epoxy resinous flooring and base. Note floor to be recessed 6-inches per UFC 4-310-03 and provided with a pluggable floor drain in Fuels Testing Lab 101.

• Walls consisting of 4-inch steel studs covered with 5/8-inch gypsum wallboard at interior wall locations, at existing perimeter wall location new walls consisting of 2-inch insulated Z-furring with 2” continuous polyisocyanurate rigid board insulation cover with 5/8 inch gypsum wallboard.

Wall construction to be full height, minimum 1-hour fire rated and UL fire-resistant.

• New walls shall be primed and painted with two finish coats of semi-gloss paint.

• Ceiling shall consist of a 24” x 24” x 5/8” suspended acoustical tile ceiling system.

• Comply with latest edition of the DOD Fuels Laboratory Standard – UFC 4-

310-03 for the Basic Lab requirement and the Type C++ Lab requirements, and furnishings and equipment to include but not limited to the follow:

o Emergency Shower and Eye Wash o Double Bowl Wash Sink o Dish Washer (and hot water temperatures) o Fire Extinguisher & Cabinet o Balance Table o Desk o Fume Hood o Hanging Steel Cabinets with Adjustable Shelves and Glazed Doors o Steel Base Cabinets with Adjustable Shelves and Drawers o Epoxy Resin Countertops and Backsplash o Soap and Paper Towel Dispensers

3.5.1.3. Toilet /Locker Rooms:

This facility will use the adjacent Fuel Dispatch Facility for restroom.

3.5.1.4. Mechanical Room:

• The existing building does not have a mechanical room since all equipment is located on roof or at grade around the perimeter of the existing building.

3.5.1.5. Communications Room:

• Communication Room is not provided in the existing building. Provide as required to accommodate all required equipment.

3.6. CONSTRUCTION AND FINISHES

3.6.1. Exterior: Finishes shall follow base standards for this

Attachment D – Technical Scope of Work, Page 16 installation and selected by the contracting officer.

3.6.1.1. Fuel Laboratory Facility 9647 (CLIN 0001): This is a renovation of the existing masonry building.

The existing exterior adobe block to be replaced with new CMU with integral color to complement the adjacent Fuel Dispatch Facility.

Doors will be painted to match the window color.

Windows will be fixed, thermally broken aluminum windows with prefinished color to match the base aesthetics standards.

Roof edge flashing to match the window and door color.

All exiting painted metal surfaces attached to the building or adjacent bollards to remain will be cleaned, prepped, and repainted to match the existing color and or the new base standard color for each item.

The floor of the laboratory will need to have a pluggable floor drain and containment provided either by recessing the floor or having a raised curb provided at the doors to the building with an accessible exterior ramp and raising the laboratory office area.

Exterior Signage: Wall mounted exterior signage specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 10 14 00.10 EXTERIOR SIGNAGE. Adjacent to the main entrance to the Laboratory provide a 16” x 16” sign per base standards with 3” high Building Numbers and 2” high letter for Building Name. Colors per base standards. At the entrance door to the Laboratory Office provide a sign 12” wide x 6” high with 3” high Room Number and 1/2” high Room Name letters.

3.6.2. Insulation for Exterior Walls and Roofs:

Insulation for exterior walls shall be located on the interior side and shall provide a total R-value of 12 minimum for the insulation and a total U-value of 0.067 for the exterior wall construction of as follows:

R-Value Calculation for Existing and New Building for Masonry Walls:

Outside air film 0.17

8” CMU (or Conc.) 1.50

Insulation 12.00

5/8" GWB 0.56

Inside air film 0.68

Total R = 14.91

U-Value = 1/14.91 = 0.067

Insulation for roofs shall be located entirely above the roof deck and shall provide a total R-value of (25) minimum for the insulation and a total U-value of 0.038 for the exterior wall construction of as follows:

R-Value Calculation for Existing and New Building for Masonry Walls:

Outside air film 0.17

Roof Insulation 25.00

Inside air film 0.68

Attachment D – Technical Scope of Work, Page 17

Total R = 25.85

U-Value = 1/25.85 = 0.038

3.6.3. Interior walls:

Gypsum Wallboard and Metal Stud Furring System: Specified to conform to the minimum requirements and allowable options within the guide specifications

SECTION 09 29 00 GYPSUM BOARD. Painted gypsum board walls exposed to view shall have a medium knock down texture.

3.6.4. Ceilings:

Suspended Acoustical Tile Ceiling Systems: Suspended acoustical tile ceiling systems specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 09 51 00 ACOUSTICAL CEILINGS.

Exposed suspended ceiling grid systems to be 24” x 24” grid module. All suspended ceiling systems must be seismically braced. Locations include offices, corridors, conference rooms, break rooms, training, and storage rooms.

Suspended Gypsum Board System: Suspended gypsum board ceiling systems specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 09 29 00 GYPSUM BOARD. Suspended painted gypsum board ceiling systems provided in restrooms, utility rooms, janitors closets, and vestibules.

Exposed Structure and Equipment: Exposed structure and equipment painted to conform to the minimum requirements and allowable options within the guide specifications SECTION 09 90 00 PAINTING AND COATINGS. Exposed to view structural elements, ceiling hung equipment and exposed piping and ductwork in the electrical and mechanical rooms to be painted.

3.6.5. Doors:

Exterior Personnel Doors: Hollow metal doors specified to conform to the

SECTION 08 11 13 STEEL DOORS AND FRAME. All hollow metal door and frame assemblies constructed as required by ANSI A250.8 to meet or exceed an extra heavy duty, grade III seamless-hollow steel construction, and constructed with flush end enclosures at the top and flush enclosures or recessed channels at the bottom. Hollow metal interior doors, except at utility or storage rooms provided with vision panels. Hollow metal doors to be insulated with a foamed-in-place polyurethane core and frames galvanized and field or factory painted.

Doors at Main and Secondary Entrances: Hollow metal doors same as the

Exterior Personnel Doors and paint finish to match the aluminum windows prefinished color per base standards. All exterior door assemblies to be weather-stripped and provided with metal thresholds. All personnel door openings are a minimum of 3’-0” wide x 7’-0” high. All entrance doors to be provided with half glass or full glass.

Door Hardware: Door hardware was specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 08

71 00 DOOR HARDWARE.

Attachment D – Technical Scope of Work, Page 18

Locksets, Panic Devices and Latch Sets: Comply with BHMA Series 4000, Grade

I. All locksets, panic devices and padlocks comply with Base standards Best

Locksets and are provided with 7 pin removable cores. A minimum of two keys for each lockset were provided. Keys were provided to the Contracting

Officer organized in a key control system conforming to ANSI A156.5. The key control storage box was installed where directed by the Contracting Officer or his authorized representative. The successful contractor provided construction cores during construction.

Hardware Finishes and Materials: Finishes and materials are per ANSI A156.18 and the finishes are Satin Chrome.

Door Accessories: All exterior doors fully weather-stripped and include metal kick plates where appropriate and heavy-duty metal thresholds. All exterior doors have non-removable hinge pins. Door bumpers provided for all doors without closers. Door closers, where required were designed in accordance with ANSI A156.4 and NFPA 80 Fire Doors and Windows.

Master Keys: Master keying and individual room keying requirements are in accordance with the instructions provided by the facility users at the required pre-delivery conference.

3.6.6. Windows:

Exterior Windows: Exterior windows with manufacturer’s standard thermal break type, double-glazed product whose thermal performance complies with the U.S.

Department of Energy, Energy Star Window Program for the Southern Climate

Zone. Windows meet the minimum construction requirements for structural performance, 6mm minimum thickness of interior room side glass pane to meet

DoD ATFP standard for force protection, air infiltration, water penetration, minimum STC, and condensation index specified conforms to the minimum requirements and allowable options within the guide specifications SECTION

08 51 13 ALUMINUM WINDOWS.

Window Finish: Exposed surfaces of aluminum windows finished with anodic coating conforming to AA DAF-45: Architectural Class I AA-M10-C22-A44, color per base standards, anodic coating 0.7 mil or thicker.

Glazing Units: Glazing units for all exterior windows double glazed fixed, sealed, an outboard lite of ¼-inch thick annealed glass with a minimum ½-inch air space, and a clear inboard lite of ¼” thick annealed laminated glass.

The outboard lite to be safety or tempered glazing where required by safety or Life Safety requirements.

Interior Windows, Transoms, and Vision Lites: Window frames aluminum or painted steel. Glazing for interior windows to be a minimum of ¼-inch thick clear or obscured annealed laminated glass and sealed. Glazing to be safety or fire rated where required by safety of NFPA 80 requirements. Glazing to be specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 08 81 00 GLAZING.

3.6.7. Exterior finishes:

Concrete: Architectural precast concrete limited to precast sills. Concrete work limited to the structural and civil portions of the project.

Attachment D – Technical Scope of Work, Page 19

Masonry: Exterior CMU consisting of integrally colored units in finish, pattern and texture to comply with base standards. Units to be standard 4” x

8” x 16” modular veneer and or 8” x 8” x 16” standard CMU as required. Units and mortar include appropriate admixture to control efflorescence. Interior

CMU as required to be standard modular sized units with a smooth face.

Masonry Water Repellant: Concrete masonry units specified with manufacturer’s integral water repellant. Additionally, all exterior masonry surfaces are specified to be sealed against water intrusion using an impregnating clear sealer.

Masonry Coursing: Building dimensions and locations of openings designed to course with standard modular CMU, thereby eliminating the need to cut or masonry units as much as possible. The mortar color matches the masonry unit integral color. The mortar joints to be flush cut or raked on split faced unit and concave for other types of masonry units.

Miscellaneous Ferrous Metal: Ferrous metals were factory primed to the greatest extent possible. Dissimilar metals were separated as required to avoid galvanic actions. Ferrous metals exposed to view which do not have a factory finish to be primed according to the requirements of SECTION 09 90 00

– PAINTS AND COATINGS.

Exterior Aluminum: Exterior aluminum exposed to view to be a factory finished anodized aluminum Class I finish per Aluminum Association Designation System.

Where multiple metal components were exposed to view such as storefront door and window systems, louvers, flashings or copings, the finish, texture and color were visually correlated and were provided by a single manufacturer to the greatest extent possible.

Roof Membrane: Comply with base standards for a single ply full adhered roof membrane system.

Roof Insulation: Roof insulation to be designed as continuous over the entire roof area and specified to conform to the minimum requirements and allowable options within guide specification SECTION 07 22 00 ROOF AND DECK INSULATION.

Minimum R-25 continuous insulation above the deck provided for all roof areas per the 2015 International Energy Conservation Code (IECC).

Roof Drainage: Gutters and downspouts were utilized to control the flow of water off of the metal roofs. Roof flashing was specified to conform to the

SECTION 07 60 00 FLASHING AND SHEET METAL.

Roof Penetrations: Roof penetrations to be minimized as far as practicable and sealed or otherwise waterproofed. Where penetrations are uniform such as pipes or tubes, bell cap flashings, fasteners, and pre-manufactured neoprene flashings to be specified as applicable.

3.6.8. Interior finish:

Paint Systems: Paint systems specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 09 90 00

PAINTING AND COATINGS. Paint shall have less than .06% lead by weight. Paint color shall be selected from manufacturer’s standard samples.

Attachment D – Technical Scope of Work, Page 20

Wall Base: Resilient wall base specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 09

65 00 RESILIENT FLOORING. Resilient wall base specified for all office areas utilizing porcelain tile flooring or sealed concrete flooring. Porcelain tile cove base to be specified to conform to the minimum requirements and allowable options within the guide specifications SECTION 09 30 00 CERAMIC

TILE. Porcelain tile cove base specified for all areas utilizing ceramic tile flooring in vestibules, classroom, break room, restrooms, and locker rooms. Wall base is a minimum of 4-inches high.

Corner Guards: Vinyl clad edge (corner) guards specified for protection of finishes at locations subject to impacts. Top of edge guard’s minimum of

4’0” above finished floor. Bottom of guards are to be at top of base.

Interior Signage: Interior…