Attachment C_FRC East Contract Installation Requirements (28JUL2022) 23-30-1329.pdf

Attachment C 09 July 2021

FRC EAST CONTRACT INSTALLATION REQUIREMENTS

1. SCOPE. This document specifies FRC East requirements for contract installations of

Industrial Plant Equipment (IPE). Inspection for conformity is required for acceptance.

2. REFERENCES. The documents listed in this section are cited in section 3. While every effort has been made to ensure the completeness of this list, document users are cautioned that they must meet all specified requirements of documents cited in sections 3, whether or not they are listed here.

2.1. FLEET READINESS CENTER EAST INSTRUCTION (FRCEASTINST)

FRCEASTINST 5090.1 (Latest Rev.) – Environmental Compliance

FRCEASTINST 5100.2 (Latest Rev.) – Occupational Safety and Health Manual

FRCEASTINST 5102.2 (Latest Rev.) – Unified Emergency Response Plan

FRCEASTINST 5500.1 (Latest Rev.) – Security Manual

FRCEASTINST 5560.1 (Latest Rev.) – Parking Policy

FRCEASTINST 7561.1 (Latest Rev.) – Contractor Check-In and Check-Out Process

FRCEASTINST 10290.1 (Latest Rev.) – Tool Control Program

FRCEASTINST 10380.1 (Latest Rev.) – Electrical Arc Flash Program

FRCEASTINST 11450.1 (Latest Rev.) – Weight Handling Equipment Management Program.

FRCEASTINST 12000.5 (Latest Rev.) – Proper Wearing Apparel for Persons Entering Fleet Readiness Center East

FRCEASTINST 12600.1 (Latest Rev.) – Policy Concerning Breaks and Tobacco Use

2.2. AMERICAN CONCRETE INSTITUTE (ACI)

ACI 301: Specifications for Structural Concrete (2016 Ed.)

ACI 304R: Guide for Measuring, Mixing, Transporting, and Placing Concrete (2000 Ed. 2009 Rev.)

ACI 305R: Guide to Hot Weather Concreting (2010 Ed.)

ACI 306R: Guide to Cold Weather Concreting (2016 Ed.)

2.3. UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01: Design: General Building Requirements (2019 Ed.)

2.4. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-232-F: Interface between Data Terminal Equipment and Data Circuit-Terminating Equipment Employing Serial Binary Data Interchange (1997 Ed. 2012 Rev.)

TIA-568.1-E: Commercial Building Telecommunications Infrastructure Standard (2020 Ed.)

TIA-569-E: Telecommunications Pathways and Spaces (2019 Ed.)

2.5. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A13.1 - Scheme for the Identification of Piping Systems (2015 Ed.)

2.6. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70: National Electrical Code (2020 Ed.)

NFPA 70E: Standard for Electrical Safety in the Workplace (2018 Ed.)

2.7. US NAVY

OPNAV 5100.23G w/change 1: Navy Safety and Occupational Health Program Manual (2011 Ed.)

2.8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

29 CFR 1910: General Industry, OSHA Safety and Health Standards (2016 Ed.)

2.9. US ARMY CORPS OF ENGINEERS (USACE)

COE EM 385-1-1: Safety and Health Requirements Manual - Incorporated Changes and Errata (2014 Ed.)

3. REQUIREMENTS.

3.1. General Installation Requirements. Contractor shall be responsible for compliance with all requirements in section 3.1.

3.1.1. General. Contractor shall be responsible for compliance with all FRC East

Instructions listed in Section 2.1 (Copies can be obtained from the Project Manager).

While onsite at FRC East, the Contractor must comply with the US Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1. All Government provided drawings shall not be scaled for installation purposes. In the event of omission of necessary dimensions, the Contractor shall notify the FRC East Project Manager (PM). The Contractor shall secure and pay for all permits, fees, and licenses required for proper execution of all installation work. The contractor shall be responsible for and be required to pay incurred expenses resulting from damages to work or materials in place on the premises, or included in the contract, during the execution of the contract. The Contractor shall verify with the manufacturer/supplier the size, location and characteristics of all work and equipment that is to be furnished by the Government or other Contractors prior to installation work pertaining to the same has begun. No equipment loads shall be added to a building roof without prior approval from the FRC East Facility and Plant Planning (F&PP) Division. The Contractor shall not transport loads across any mezzanine or building roof without prior approval of a contractor supplied rigging plan by contacting the FRC East PM. Contractors are prohibited from using Government equipment to accomplish installation work and are prohibited from operating Navy owned Category 1 and Category 2 cranes. Installed equipment shall not inhibit the travel of any material handling bridge crane system or jib crane over the entire footprint of the crane travel.

3.1.2. Tool Control Program (TCP). Contractors shall comply with tool control requirements per FRCEASTINST 10290.1R. Commercial contractors providing facilities maintenance support or touch labor on products within FRC East shall abide by all TCP policies and procedures, as well as the terms and conditions of their contract. All other commercial contractors and/or vendors shall abide by all TCP policies and procedures and will check in with the Central Tool Room (CTR) (Code 6.3.2/Shop 32310, Building 137) when they arrive and check out with the CTR before they leave FRC East, if they bring tools with them. The CTR will inventory and/or take pictures of the tools being brought into FRC East during the check in so they can compare when the tools are being removed during check out to ensure nothing is left behind. The CTR will also provide TCP guidance before any work begins. All contractors shall ensure constant control of their tools and materials throughout their stay at FRC East. Upon entry and exit into a shop area, contractors will notify the affected shop supervisor. Any tools left unattended shall be confiscated and turned into the TCP Manager and will be reported to the appropriate contracting officer, if applicable. The escorting competency point of contact shall be responsible for briefing and supplying a copy of this chapter to contractor personnel designated to work within FRC East. Procedures for commercial contractors and vendors does not apply for FRC East detachments (New River and Beaufort). The FRC East is not responsible for providing Squadrons or contractors hazardous material, safety gear (PPE), consumable material, or expendable tooling such as drill bits and reamers. These items will not be loaned or given to anyone, other than FRC East employees, by TPAs unless otherwise instructed to do so by their immediate supervisor, branch head or division director.

3.1.3. Hazardous Materials. Contractors shall comply with FRCEASTINST 5090.1 Chapter 31, before introducing to, or removing any hazardous materials from the FRC East. The contractor shall submit all SDS sheets to the FRC East PM prior to bringing any hazardous materials on site at the FRC East. All hazardous materials shall be stored in containers that assure the proper control and accounting of the material and provide for the safe transportation and storage. All containers shall be labeled with information revealing the exact contents, hazards, and manufacture name and phone number.

3.1.4. Contractor Owned Crane. Contractors requiring the use of a crane to accomplish equipment installation work shall notify the FRC East PM After Contract Award (ACA) and comply with the following:

a. The Contractor shall submit a completed Certificate of Compliance, critical lift plan, and proof of crane operator license to the FRC East Weight Handling Certifying Official or Chief Crane Engineer at least fifteen (15) days prior to scheduled lift.

b. The Contractor shall perform a Ground Penetrating Radar (GPR) scan to locate buried utilities including, but not limited to, water, storm, sewage, communication, electrical lines…etc. The area and buried utilities shall be marked to properly position the crane.

c. The FRC East will provide a lift supervisor from the Weight Handling Equipment (WHE) group to be onsite and supervise all lifts. The crane may travel to the work site and be erected, but no lifting operations shall occur until the designated WHE group lift supervisor is onsite. The crane shall have a flag attached to the highest aspect of the boom.

3.1.5. System Shutdowns. The contractor must request in writing one month in advance, of the need to have the Government shutdown and/or drain existing facility systems associated with the equipment installation. The FRC East and the contractor must mutually agree upon shutdown dates, times and duration. The contractor’s request must include the duration and number of days for the system to be shut down. The contractor must coordinate these shutdowns with FRC East. The contractor must at no time shutdown or drain any fire protection sprinkler systems without notifying the FRC East. The contractor must follow the standard practice of Lockout/Tagout procedures as identified in Title 29 CFR 1910.147, The Control of Hazardous Energy (lockout/tagout) and Title 29 CFR 1910.332, Electrical-Safety-Related work practices as prescribed by OPNAV 5100.23G.

3.1.6. Facility Design and Installation. To install new equipment within FRC East the contractor must use the Department of Defense (DoD) United Facilities Criteria (UFC) system for planning, design, construction, operation and maintenance, sustainment, restoration, and modernization as prescribed by MIL-STD 3007. The MIL-STD 3007 applies to all Military Departments, Defense Agencies, and DoD field Activities. Use the 2015 International Building Code (IBC) as modified by UFC 1-200-01 for all facility connections and modifications to existing building systems. Understand how to use the “Whole Building Design Guide”, located at the public website www.wbdg.org/ffc/dod, to install new equipment or relocate existing equipment within any Department of Defense (DoD) facility. Prior to performing any work associated with new equipment utility connections, the contractor shall lockout/tagout the utility sources in accordance with OSHA 29 CFR 1910.147 and

FRCEASTINST 10380.1.

3.1.7. Installation Plan. The FRC East F&PP Division and the Contractor shall review the plan on a monthly basis. The Contractor shall notify the FRC East F&PP Division prior to making any changes to the Installation Plan. All changes to the Installation Plan shall be approved in advance by the FRC East F&PP Division. The contractor shall field verify all dimensions and site conditions while developing the Installation Plan. The contractor and all personnel working under this contract shall always utilize the most recent FRC East F&PP Division approved Installation Plan for execution of installation work. The Installation Plan shall include, but not be limited to, the following:

a. Detailed description of existing equipment disassembly and removal, existing foundation removal, and existing utilities removal as required

b. Detailed description of foundation work, including foundation drawings certified by a licensed Professional Engineer (P.E.) as required

c. A detailed site layout including position and orientation of new machine with any ancillary equipment, additional equipment, and maintenance access clearances

d. General equipment specifications (i.e. size, weight, etc.)

e. Facilities preparation instructions, including detailed information concerning any equipment that applies a load to a facility structure, wall, or roof as required

f. Structural modifications or additions as required

g. Utility requirements and locations

h. Pertinent electrical details per Paragraph 3.1.8.

i. Pertinent compressed air details, as required, per Paragraph 3.2.2.

3.1.8. Electrical Connection. Electrical connections made to the facility electrical system shall be completed by a contractor holding a current electrical contractor’s license issued by the North Carolina Board of Examiners of Electrical Contractors in accordance with the provisions and requirements of Chapter 87, Article 4 of The General Statutes of North Carolina. Contractor shall provide proof of current electrical contractor’s license within thirty (30) days ACA. Electrical connections shall conform to NFPA 70 and be performed in accordance with NFPA 70E and UFC 1-200-01. Electrical connections shall not inhibit the travel of any material handling bridge crane system or jib crane over the entire footprint of the crane travel.

Electrical connections shall not cause a tripping hazard or interfere with foot traffic, maintenance access, or pathways (recommend 8 feet above finished floor when possible). The contractor shall be responsible for providing the correct size and type of power source enclosure, with the appropriate circuit breaker, for over-current protection of machine and ancillary equipment. The circuit breaker shall match kAIC rating of source. Connection boxes, outlet boxes, junction boxes, and similar devices and fixtures exposed to the weather, condensation, or excessive dampness shall http://www.wbdg.org/ffc/dod comply with NEMA ICS 6. Enclosures in interior locations exposed to dripping liquids or falling objects shall meet NEMA 250 Type 2 as a minimum. Enclosures in interior locations exposed to water spray, mist or splashing water shall meet NEMA 250 Type 4X as a minimum. Watertight distribution panel cabinets shall be cast or welded construction with external mounting lugs and externally operable switches.

Any penetration into an enclosure shall not affect the degree of protection of the enclosure. Ferrous components of equipment subject to corrosion shall be galvanized or similarly treated before painting. Painting is an acceptable corrosion resistant treatment for switchboard panels, distribution cabinets, and similar enclosures. The contractor shall provide a three (3) inches × five (5) inches (W × L) engraved identification placard for new power source enclosure, fusible safety disconnect switch, and motor controller with the following information: equipment name, volt, amp, hertz, and power source feed. The placard shall be black lettering on a white background and attached to the center of the motor controller, main disconnect and all disconnect covers. The placard shall provide all power feed information if the motor controller has multiple power sources (120VAC, 208VAC, and 480VAC etc.).

The contractor shall provide an ampere-rating label for new busway plug-in unit.

The ampere-rating label shall be 7/8-inch × two and one quarter (2-1/4) inches (W × H) size, black letter with yellow background color, vinyl film or similar material type as other existing enclosure labels.

3.2. As Required by Contract. Compliance with requirements in section 3.2 shall only be required when the YES box is checked within this document.

3.2.1. Lead and Asbestos Testing. The FRC East has a known presence of Asbestos- Containing Materials (ACM) and Lead-Based Paints (LBP). A North Carolina Accredited Asbestos Inspector shall perform the onsite survey for Lead and Asbestos to identify any suspected material that appears to be involved in the project. Assume the presence of asbestos and lead paint is a possibility and be prepared to do some sampling and analysis. Provide a signed report certifying the inspection. State the findings of the inspection and state if the area appears to be asbestos free or present the results of the sampling and analysis. The report must be certified by the Asbestos Inspector and include the Inspector's certification number. Show locations of any samples taken in the report and on the Installation Plan. If either of these two substances are found in areas that will be disturbed by the Installation, and will pose a health and safety threat, the contractor must notify the contracting officer for direction to either abate those areas or to avoid the areas. The contractor will not be required, in this contract, to abate the areas.

3.2.2. Compressed Air Connection. SCFM is CFM at standard conditions. The standard conditions of air are defined as 60 degrees Fahrenheit, 14.7 PSIA and relative humidity of zero. The piping installation shall meet or exceed the current Department of Defense construction criteria as defined in UFC 1-200-01. Contractor shall provide color code marking of piping/tubing conforming to ASME A13.1.

Contractor shall provide pipe flow markings, warning and identification tape, and metal tags as required. The contractor shall provide a single point connection to the

Y / N new equipment with a lockable shutoff valve. All new piping shall be installed parallel and perpendicular to the building structure. New piping installation shall not block or restrict any existing or new equipment operation or maintenance access.

New piping installation shall not inhibit the travel of any material handling bridge crane system or jib crane over the entire footprint of the crane travel. New piping installation shall not cause a tripping hazard or interfere with foot traffic, maintenance access, or pathways (recommend 8 feet above finished floor when possible). Contractor shall provide all compressed air requirements, materials, equipment, engineering details, calculations, and drawings with the Installation Plan submittal. Contractor shall provide all details to install the compressed air piping, which shall include pipe size, piping material, weights, dimensions, calculations, etc.

The contractor shall provide detailed information as to the offered equipment’s required compressed air SCFM (Volumetric Flow Rate at standard conditions), pressure (psi), cleanliness (i.e. state in writing the required filtration level) and dryness (i.e. state in writing the required dew point in degrees Fahrenheit). The contractor shall design the proper stages in filtration to minimize pressure drop across all filters. All filtration used shall be monitored by a differential pressure gauge with color indicators. The contractor shall install adequate course and fine filtration for particle removal. The contractor shall install adequate filters and separators to remove oil vapor and fine aerosols as required. The contractor shall install an air dryer if the existing compressed air is not dry enough (i.e. if the dew point of the compressed air needs to be lowered). The contractor shall install adequate filters, separators to remove moisture, water particulates, water, and water vapor, as required. The contractor shall design and protect the new equipment from any wet saturated compressed air conditions due to an occasional catastrophic compressed air dryer failure in the currently supplied compressed air.

3.2.3. Existing Equipment and Utilities Removal. The Contractor shall notify the FRC East Project Manager at least ten (10) business days prior to removing any equipment. Prior to removal of any equipment, the contractor shall lockout/tagout all energy sources in accordance with OSHA 29 CFR 1910.147 and FRCEASTINST

10380.1. The contractor shall notify the FRC East Project Manager for final approval. The FRC East may choose to dual lockout/tagout the equipment. The Contractor shall be responsible for disposal of all removed materials in accordance with all local, state and federal laws and regulations. The Contractor shall route any metal, including pipe, conduit, electrical wiring and ductwork through the FRC East Recycle Center, Building 4785. The Contractor shall provide waste hoppers for all waste disposal. All waste shall be removed each day prior to concluding work. All equipment removed from the FRC East buildings for transport shall be double wrapped in a minimum of 4mil thick industrial grade plastic. The industrial grade plastic shall be properly secured to the machine to prevent loosening or falling off during transport. Any gaps in the industrial grade plastic shall be eliminated to prevent potential FOD on the roadways. If FOD is deposited on the roadway, all work shall cease and the FOD shall be cleaned up and contained before any work continues.

3.2.4. Machine Foundation. The Contractor shall perform a Ground Penetrating Radar (GPR) scan of the existing foundation to locate any buried utilities. The results of the GPR scan shall be provided to the FRC East Project Manager. When GPR scan reveals a previously unknown condition, the Contractor shall provide a proposal to the Government for review. The Contractor shall perform all demolition, excavation, removal and disposal of demolished and excavated material and foundation fill, as required. To comply with EM 385-1-1, section 06.N.01, wet cutting and HEPA vacuums shall be the engineering controls used to control silica dust generation. Due to FRC East’s inclusion in Operable Unit 1 (OU-1), all excavated soil not used as backfill in the originating excavation (i.e. excess soil) shall be stockpiled and analyzed in accordance with FRCEASTINST 5090.1, Chapter 18. Requirements found in Chapter 18 shall include: collection of samples by personnel trained for collection of environmental samples; selection of a laboratory certified in the state of North Carolina for the required analysis (GRO, DRO, Oils and Grease, TCLP);

utilization of selected laboratory chain of custody documentation; submission of analytical results to MCAS Environmental Affairs Department (EAD) for review and disposal determination; and, disposal. When excess soil is identified as non-hazardous by MCAS EAD, all costs associated with disposal and disposal site shall be the responsibility of the contractor. The disposal site shall be a minimum subtitle D landfill. When excess soil is identified as hazardous by MCAS EAD, a contract modification will be made by the Government to pay the additional cost associated with disposal. All moving, storing, testing, and berm costs associated with the excavated soil shall be the responsibility of the contractor. All soil shall be stockpiled in accordance with North Carolina Division of Environmental Quality (NC DEQ) Ground water Guidelines and Resource Conservation and Recovery Act (RCRA) until used as backfill or final disposal. The contractor shall use a vapor barrier below the new foundation that meets ASTM E1745 CLASS A polyethylene sheeting, minimum 15 mil thicknesses or ASTM E1993/E1993M bituminous membrane or other equivalent material with a maximum permanence rating of 0.01 perms per ASTM E96/E96M. The vapor barrier shall be resistant to chlorinated solvents. All concrete used shall conform to the American Concrete Institute guidelines ACI 301, ACI 304R, ACI 305R, and ACI 306R.

3.2.5. Telecommunications Connection. The Contractor shall install the telecommunications pathway in accordance with TIA-569-E. Horizontal Pathway:

Telecommunications pathways from the work area to the telecommunications room shall be installed and cabling length requirements in accordance with TIA-568.1-E.

Size conduits and cable trays shall be in accordance with TIA-569-E and as indicated. The provided equipment and any additional computers provided with the equipment shall each be directly connected to the local DNC system using a CAT 6 Ethernet cable via one of the installed RJ45 ports. The network connections shall be connected without means of a gateway to the local switching hub. The contractor shall be responsible for connection to the local switching hub in compliance with NFPA 70 and TIA-232-F. The network interface shall comply with IEEE 802.3 for Gigabit Ethernet.