1527_2_project_objectives_R1.pdf

Design-Build Request for Proposal RTA Hurricane Florence Recovery Training and Storage Facilities 3 March27 May 2020 Marine Corps Base Camp Lejeune, North Carolina Rev 01

PART 3 - CHAPTER 2 - P1527F LOGCOM CSP WAREHOUSE REPLACEMENT - Page 1

2.0 PROJECT OBJECTIVES – P1527F LOGCOM CSP

WAREHOUSE REPLACEMENT

2.1. Mission Statement

After Hurricane Florence numerous Camp Lejeune facilities were rendered un-occupiable, including Building 1601. Severe roof and water intrusion damage made the building unable to be occupied. This hurricane damage aggravated the fact that the building’s tenants had outgrown this 1940s facility which was already in very poor condition due to its age and deterioration. The hurricane exacerbated chronic material conditions with the facility, impacting mission capability. Therefore, the existing operations will be replaced with new adequate and efficiently configured facilities that will be constructed on a brownfield site located across the street. These facilities will include a new building with more area and satisfy the tenants’ needs and requirements to adequately conduct their day-to-day operations.

2.2. Facility Function

2.2.1. Overview

The new facilities will include a new warehouse building that will house two separate tenants:

Logistics Command Consolidated Storage Program (LOGCOM CSP) and Joint Enterprise Fielding and Surveillance (JEFS) Program.

LOGCOM CSP requires warehouse storage for pallets racks capable of holding numerous amounts of diversely sized inventories and other storage. It also requires rooms for maintenance activities, sanitation, testing, radiological testing, cleaning, quality control, and areas for administrative functions directly related to their services.

The JEFS Program requires warehouse storage, other storage, a classroom or conference room for trainings, and areas for inspection, testing, repairs, technician workstations/reference library, and administrative functions directly related to their services.

2.3. Project Specific Priorities

The specific priorities of this project include:

• Protection of health, safety and welfare of those who currently occupy the existing warehouse facility located in a dated and hurricane-damaged substandard building.

• Replacement of existing warehouse with a larger building with more area and interior height clearance. Both building tenants have outgrown the facility and lack enough space for effective day-to-day operations.

• Increase pallet storage capacity for LOGCOM CSP for a more effective day-to-day operation. Current pallet storage warehouse is not UFC-compliant.

• Increase area for LOGCOM CSP’ Radiological Room for a more efficient testing and filing operation.

• Provide JEFS with UFC-compliant pallet storage space that is currently lacking in the existing facility.

• Provide JEFS with a UFC-compliant training facility for up to 50 students.

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• Provide both tenants with efficient shipping and receiving facilities in the form of properly design loading and unloading docks compliant to applicable UFC requirements.

2.3.1. Sustainable Design and Construction

All NAVFAC projects are subject to sustainable design criteria and are required to meet the requirements of the Guiding Principles for Sustainable Federal Buildings (HPSB). The Guiding Principles are outlined in a cross disciplinary publication addressing requirements for new building construction and modernization of all federally owned facilities. Sustainable principles will be integrated into the design, development and construction of the project in accordance with Executive Order 13834 and other applicable laws and Executive Orders.

Design and construct the project to comply with sustainability requirements identified in Part 2 Section 01 33 29.05 20, Sustainability Reporting for Design-Build. Additional specific sustainability requirements are found in RFP Part 2, Part 3, and Part 4 sections.

Design and construct the project in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements. The UFC provides design, construction and modernization criteria for projects of all sizes. It outlines performance thresholds in energy and water, addresses criteria of indoor air quality, identifies resiliency concerns, addresses planning and design, and establishes a baseline across all of DOD for documenting sustainability. A major component of the policy established in this UFC is the Sustainable Third-Party Certification requirement for projects that reach specific size and cost thresholds.

Additional, agency-specific requirements can be found in NAVFAC Engineering & Construction Bulletins (ECBs) such as Issue No. 2014-02. ECB 2014-02 describes overall NAVFAC policy and guidance on sustainability and energy requirements.

2.3.2. Storm Water Management - Low Impact Development (LID)

Comply with UFC 3-210-10, Low Impact Development and FC 1-300-09N Navy and Marine Corps Design Procedures. Additional specific LID and stormwater management requirements are found in RFP Parts 3 and 4, Section G30. In addition to LID, comply with State and Local stormwater regulations.

2.3.3. Energy Efficiency

The level of energy performance the Government seeks may only be achieved through coordinated design of architectural, electrical, and mechanical elements of the design. All energy systems must be designed in compliance with the following unless more stringent requirements are noted otherwise:

• UFC 1-200-02, High Performance and Sustainable Building Requirements. Incorporate energy efficiency in accordance with UFC 1-200-02, HPSB requirements

• Energy Policy Act (EPAct) 2005

• Energy Independence and Security Act (EISA) 2007

• ASHRAE Standard 189.1 - 2014

• ASHRAE/ IESNA Standard 90.1-2013.

Energy consuming equipment and products must meet or exceed Energy Star or Federal Energy Management (FEMP) efficiency levels. This includes built-in equipment (lights, HVAC, PART 3 - CHAPTER 2 - P1527F LOGCOM CSP WAREHOUSE REPLACEMENT - Page 3 water heating, industrial equipment, etc.) and collateral equipment (office equipment, IT, task lighting, etc.). For equipment types not rated by Energy Star or FEMP, equipment efficiencies must be in the top 25% of similar products. All purchased electronics must be Electronic Product Environmental Assessment Tool (EPEAT) registered. In addition, provide an Energy Compliance Analysis (ECA), which will demonstrate compliance with all energy related requirements in UFC 1-200-02. Measure and record existing building utility consumption, provide design calculated estimated energy savings and post construction documentation and reporting of actual realized energy savings.

2.3.4. Building Commissioning

Provide commissioning to meet requirements identified in Section 01 91 00.15 22 Total Building Commissioning, and UFC 1-200-02 High Performance and Sustainable Building Requirements.

2.3.5. Accessibility Requirements

Provide barrier-free design in accordance with UFC 1-200-01, General Building Requirements.

2.3.6. Anti-Terrorism Force Protection

The primary objective for the Marine Corps Base (MCB) security engineering is to ensure compliance with the Antiterrorism Force Protection (AT/FP) program requirements and applicable Marine Corps physical security measures in MCO 5530.14A, as supplemented by the UFC. The AT/FP program requirements and Marine Corps physical security measures are to safeguard personnel, equipment, and property. A risk analysis and vulnerability assessment (RAVA) has not been performed and a specific Design Basis Threat has not been identified.

The facility will have office, administration, and training areas that are considered Inhabited and will be routinely occupied by 11 or more personnel. The warehouse areas of the facility are considered Low Occupancy. If the warehouse areas are designed as Low Occupancy in accordance with the UFC 4-010-01 standards, then the warehouse areas must be structurally isolated from the Inhabited areas. This will require structurally isolated buildings with building expansion joints between the Inhabited building structure and the Low Occupancy building structure. Alternatively, the Low Occupancy areas of the building may be designed to meet the requirements for Inhabited buildings, therefore eliminating the requirement for structural isolation.

The facility must be designed in accordance with the chapter 3 standards of UFC 4-010-01, except that parking is not permitted in the 33 feet unobstructed space around the building. This includes low occupancy portions of the building, as applicable, due to physical security and operational requirements. The facility must also be designed in accordance with the following requirements:

a) Anti-Terrorism Architectural Special Requirements – Installation mission-assurance has requested security-conscious layouts and configurations for the interior layout of the building spaces and entrances to the building. The goal is to improve anti-terrorism safety without adding cost, without hardening the building, and without adversely affecting the usability of the building.

b) Building Entrance Orientation – Orient the main building entrance such that it does not provide vehicles the capability to drive through the main entry of the building. Where this is impractical, ensure that the entry storefront does not directly face a main hallway or a mass-gathering space. Lay out entrances to be welcoming and accessible, but so that http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01

PART 3 - CHAPTER 2 - P1527F LOGCOM CSP WAREHOUSE REPLACEMENT - Page 4 the entrances are visibly protected and inaccessible against a vehicle attempting to force entry. Ensure that building main entrance layouts are also compliant with UFC 4-010- 01 Chapter 3-12, Standard 11 “Building Entrance Layout”. Where this section conflicts with Standard 11, Standard 11 must take precedence.

c) Proximity of Densely Populated Areas to Parking – To mitigate risks to densely populated areas, locate uninhabited, low-occupancy, and mechanical yard areas adjacent to parking lots. Locate densely populated areas away from parking lots to the maximum extent possible given available site space and building square footage. The preference is to keep densely populated areas 82 feet away from parking spaces, if sufficient site space is available. Uninhabited and low occupancy spaces include utility rooms, hallways/corridors without seating, and storage areas. Densely populated areas include classrooms, large break rooms, locker rooms, conference rooms, auditoriums, and other areas with a high personnel density. During the Concept Development Workshop (CDW), include the installation anti-terrorism officer (mission-assurance) on discussions for the preferred layout of mass gathering and densely populated administrative areas relative to the proposed site plan.

d) Anti-Terrorism Landscape Architecture Special Requirements – Installation mission-assurance has requested security-conscious landscape features that afford improved protection to the building occupants. The goal is to improve anti-terrorism safety without adding cost by utilizing UFC-mandated landscape architecture features to protect vulnerable areas and using excess fill from the project site for landscaped berms. A specific design basis threat for an active shooter or attack vehicle does not apply;

therefore, the intent is to complement architectural layouts and civil site features to improve occupant protection within the project scope of work.

e) Vehicle Deterrent Landscaping – Landscaping features can provide a significant physical and psychological deterrent to the risk of a vehicle ramming attack as a part of a vehicle-deterrent perimeter. Landscaping features do not need to be rated passive vehicle barriers to afford greater security to the building occupants.

f) Unobstructed Space – Trees, plantings, and site furniture may be located within the 33 ft unobstructed space around each building, provided they are compliant with the UFC 4- 010-01 and UFC 3-201-02 requirements for landscaping in the unobstructed space. For berms, ensure berms in the unobstructed space do not exceed a 4’-6” height to eliminate concealment opportunities.

g) Large Diameter Trees – Tree species that will grow to a large diameter at breast height (6+ inches DBH) provide an aesthetically pleasing and natural barrier to vehicle traffic.

It is desirable to position large diameter trees in the space between the building and parking lots or roads where permissible by code and feasible based on available site space. Provide tree plantings with at least 4 inches DBH where the trees are integrated into the vehicle-deterrent perimeter. Multiple staggered rows of trees serve as highly effective vehicle barriers once the trees have grown. Where providing multiple rows of trees stagger and space the trees to eliminate any corridors exceeding a 5-foot width perpendicular to the adjacent roads or drive aisles. Final tree layout, tree spacing, and species must be approved by the Government Landscape Architect and installation Anti- Terrorism Officer (or their designated representative).

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h) Concrete Site Features – Concrete benches and picnic tables are excellent deterrents to vehicles. Concrete planters are not desirable due to landscaping maintenance issues and concealment concerns in the unobstructed space.

i) Berms and Ditches – Berms and ditches provide protection and can be integrated with the landscaping plan (e.g. trees along tops of berms, creeping juniper on the sides, etc).

j) Elevated Plazas – For buildings that require elevated entryway access with stairs and accessible ramps, consider arranging the stairs, ramps, and any low retaining walls or sloped soil so that they are positioned near the edge of the vehicle parking lot and adjacent roadways. A steeper, landscaped, stabilized slope near the edge of the parking lot with a sidewalk in front of it serves as a visible deterrent to illegal parking and approaching vehicles.

k) Bollards at Building Entrances – Bollards are an option where other features such as stairs, pedestrian ramps, trees, or berms do not deter direct vehicle access to the main building entrance. Bollards are desirable for sidewalks and plazas leading into the main building entrance provided there is no adverse impact to pedestrian accessibility. A bollard spacing of 4 feet on center will meet ABA/ADA requirements. Architectural bollards near the building entry are a desirable way to improve protection while improving site lighting (for lighted bollards) and appeal. Removable bollards are acceptable and beneficial for future building maintenance. Coordinate with vehicle access control requirements as part of civil site design. Provide the option of either permanent or removable bollards, determined based on customer needs at the Concept Development Workshop (CDW) and subsequent design review meetings.

l) Visual Screening Landscaping at Queuing & Entry Areas – Visual screening affords protection for building occupants and visitors against the potential for vehicular or active shooter threats. Landscaping that provides visual obscuration of building entrances and outdoor queuing or congregation areas is highly desirable to improve protection of personnel in exposed areas.

m) Anti-Terrorism Civil Site Design Special Requirements – Installation mission-assurance has requested security-conscious site plans that afford improved protection to the building occupants. The goal is to improve anti-terrorism safety without adding cost by laying out necessary vehicle parking and storm water features to protect vulnerable areas of the building. A specific design basis threat for an attack vehicle does not apply;

therefore, the intent is to complement architectural layouts and landscaping features to improve occupant protection within the project scope of work. The unobstructed space and vehicle access control requirements defined below are added scope items to manage nuisance parking and maintain the unobstructed space for base operational considerations.

n) Vehicle Access Control – All projects must include consideration for vehicle access control in the form of lockable swing gates and/or lockable removable bollards along driveways and access roads that lead to service areas around the building within the 33-foot unobstructed space. Other open plaza areas must be secured with permanent bollards in combination with removable bollards. Portions of buildings that must be secured within a restricted area fence (e.g. motor pools) are excluded from this requirement.

o) Service Area Access – Access for service areas around the building includes roads and driveways that lead to utility rooms, loading docks, mechanical yards, other areas in

PART 3 - CHAPTER 2 - P1527F LOGCOM CSP WAREHOUSE REPLACEMENT - Page 6 the unobstructed space that are used for building maintenance, and for roads that are only used for fire access.

p) Pedestrian Areas – Open plazas, hardscaping, and other outdoor pedestrian-congregation areas that are adjacent to a roadway must also feature vehicle access control integrated with permanent landscaping and civil site features as part of a vehicle-deterrent perimeter. Removable and fixed architectural bollards (lighted, where beneficial) are preferred for vehicle access control to open plazas, hardscaping, and other outdoor pedestrian-congregation areas with at least (4) removable bollards in a row for service access to these pedestrian areas. Provide the option of either permanent or removable bollards, determined based on customer needs at the Concept Development Workshop (CDW) and subsequent design review meetings.

q) Access Control Requirements – Where bollards are provided, space bollards 4 feet on center starting at each edge of the road or driveway. Where gates are provided, provide single or double leaf swing gates with posts that start at the edge of the roadway (or behind the curb) and which include receiving posts to secure the gate in the open position. Gates must not encroach on the roadway or driveway while in the open position. Gates and bollards must be high visibility and meet all other UFC requirements for signage, high-visibility, reflectivity, striping, etc., to meet traffic safety requirements.

Gates and bollards for vehicle access control to service areas and pedestrian congregation areas need not be crash rated. Refer to UFC 4-022-03 Security Fences and Gates for additional requirements for gates.

r) Vehicle-Deterrent Perimeter – Gates and bollards must be integrated with landscaping and civil site features to deter vehicles from bypassing the access control by driving around the barriers and to maintain a vehicle-deterrent perimeter.

s) Consolidating Access Control – Access roads to service areas around the building can be secured where the access road begins at the adjacent roadway or parking lot, provided this is integrated with the vehicle-deterrent perimeter, in order to reduce the total cost of providing vehicle access control to the unobstructed space.

t) Control Vehicle Speed – Arrange parking lot access roads and drive aisles so that any direct approaches to the building walls or building entrance cannot exceed 25 miles per hour. Speed limit signage alone is not sufficient to constrain vehicle speed. Speed limit control in parking lots and access roads is also desirable to improve pedestrian safety and to reduce the risk of vehicle accidents.

u) Limit Vehicle Approaches to Building – Arrange access roads and drive aisles so that no vehicles have long straight approaches directly at the exterior walls of the building, particularly at the building entrance. Keep the long axis of drive aisles parallel with the walls of the building to control the approach direction of a vehicle. Arrange access roads so that personnel do not drive directly facing the building walls or any entrance. For short drive aisles that run perpendicular to the long axis of the parking lot, coordinate with landscape architecture to provide civil site and landscaping features that visually or physically deter vehicle access. Alternatively, locate these perpendicular drive aisles beyond the ends of the building so traffic does not directly face the building walls or any entrance. Loading docks/heavy truck areas need not consider these requirements due to the impracticability of implementing this where building access is a requirement.

Provide curb stops in parking spots that are adjacent to the building to discourage vehicle parking in the unobstructed space.

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v) Unobstructed Space & Vehicle-Deterrence – Provide a minimum 33-foot unobstructed space around the building without new parking, existing parking, new roadways, or new drive aisles. Keep existing drive aisles and roadways out of the unobstructed space to the maximum extent practicable. Provide berms, drainage swales/ditches, and other civil site features between the building and any adjacent parking lots or roadways as part of a vehicle-deterrent perimeter. Berms can also reduce off-site fill disposal costs, provided that fill is verified to be non-hazardous, non-contaminated. The Concept Development Workshop (CDW) must address how to integrate unobstructed space and vehicle-deterrence needs within the available site footprint in consultation with the installation Anti-Terrorism Officer.

w) Unobstructed Space Preferences – The installation mission-assurance personnel prefer larger unobstructed spaces where feasible based on available site space.

Unobstructed space need not exceed 82 feet for larger, open sites. This unobstructed space preference is to the mass-gathering portions of each facility that excludes open hangar areas, apparatus bays, and other areas that are specifically designed to be low occupancy spaces as defined in UFC 4-010-01. Refer to paragraph ‘Proximity of Densely Populated Areas to Parking’ for more information.

2.3.7. Facility-Related Control Systems Cybersecurity

Design, acquire and execute all facility-related control systems in accordance with UFC 4-010- 06 Cybersecurity of Facility-Related Control Systems. Design the project using UFGS 25 05 11 Cybersecurity for Facility-Related Control Systems. Government Point of Contact to be utilized in SECTION 25 05 11 for Camp Lejeune is James Mahoney, ICS ISSM, email James.D.Mahoney@usmc.mil. Submit Control Correlation Identifiers (CCIs) as attachments to

SECTION 25 05 11.

The table below identifies the Facility-Related Control Systems which must be included for this facility. Final C-I-A impact levels must be coordinated and approved by the Camp LeJeune ICS ISSM noted above, James Mahoney, James.D.Mahoney@usmc.mil.

Authorizing Official

System Owner

System Group

System Existing Authority To Operate?

C-I-A Impact Level

USMC AO

Dr. Ken Bible

DPW UMCS HVAC Existing ATO MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW UMCS Lighting Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW UMCS Advanced Meter Infrastructure

(AMI)

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate mailto:James.D.Mahoney@usmc.mil mailto:James.D.Mahoney@usmc.mil

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USMC AO

Dr. Ken Bible

DPW BCS Backup Power Generator Annunciator Panels and Controls

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

DPW BCS Elevator Control Systems

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Fire Dept FLS Fire Alarm Reporting System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Physical Security

FLS Mass Notification System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Physical Security

ESS Physical Access Control System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Physical Security

ESS Intrusion Detection System

Existing ATO in MCCAST (USMC) to be validated by ISSM

LOW-LOW-LOW

– ISSM must validate

USMC AO

Dr. Ken Bible

Security Forces

ESS CCTV Existing ATO in eMASS (Navy) or

MCCAST (USMC)??

ISSM to validate.

LOW-LOW-LOW

– ISSM to validate

Incorporate cybersecurity requirements into project facility control systems identified in:

• ESR D20, Plumbing

• ESR D30, HVAC

• ESR D40 Fire Protection including Cooper Notification, Inc WAVES Emergency Notification System

• ESR D50, ELECTRICAL

2.3.8. Secured Areas

Comply with the Marine Corps physical security measures in MCO 5530.14A as supplemented by the Unified Facilities Criteria.

All windows and glazing at the exterior building envelope must have security bars. The bars must be minimum 3/8-inch diameter hardened steel spanning each way with 4 inch vertical spacing and 8-inch horizontal spacing.

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2.3.9. Air Quality Management

When demolition/renovation occurs, ensure that subject buildings are evaluated for asbestos/asbestos containing materials by a certified professional prior to the demolition/renovation.

Ensure that any fugitive dust emissions generated by construction/renovation/demolition are appropriately controlled.

If the project includes installation of new activities/equipment which generate air emissions, and the sources have not been evaluated for air permitting by MCB CAMLEJ, contact Air Quality (AQ) program at (910)451-9017. Please note that air emission sources are required to be permitted prior to their installation/operation. Examples of such sources include, but are not limited to: boilers, water heaters, generators, fuel storage tanks, painting/coating operations, woodworking, welding, abrasive blasting, engine testing, refrigerant recovery devices, and parts ovens.

If the project involves any refrigerant handling or manipulation, ensure that appropriate Ozone Depleting Substance (ODS) servicing procedures are followed.

If the project includes removal of any currently permitted air emission sources (see Item 3 for examples), contact AQ program at (910)-451-9017.

2.4. Appropriate Design

Design the new building and systems in accordance with all Codes, Standards, UFCs, and criteria explicitly and implicitly stated herein. Employ integrated design principles.

2.4.1. Building Design – Architecture

The Logistics Command Consolidated Storage Program (LOGCOM CSP) and JEFS Program Warehouse exterior envelope design must follow the architectural design features prescribed in the Camp Lejeune Base Exterior Architectural Plan (BEAP), 2010 for Hadnot Point (Section 4.2

– note that it is in the Industrial Area subdistrict of Hadnot Point). This document establishes key exterior materials, material finishes/colors and building façade and roofing design elements to be incorporated into the building’s exterior design.

Options for the exterior wall design are listed in Part 3, Chapter 6, B20 Exterior Closure ESR.

Any of the listed options is allowed for the design of the exterior wall, as long as the design elements for the exterior wall defined in the BEAP are provided.

Daylighting requirements prescribed in applicable codes and standards must be provided by only vertical fenestration elements that include vertical fenestration (windows) placed in exterior walls, a glazed exterior wall (curtain wall or storefront), vertical fenestration placed in building clerestories, or vertical fenestration elements placed on the flat roofing that include monitors (raised roof area with clerestory windows above the flat roof) that are compatible with BEAP prescribed elements and approved by MCBCL during the design process. All fenestration must incorporate shading devices/overhangs or other means to prevent direct sunlight entering occupied spaces and work surfaces per guidelines in applicable UFCs. Skylights and solar tubes are prohibited for this project.

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In lieu of a 4:12 to 6:12 roof slope that is defined in the BEAP for Hadnot Point, provide a low slope 1:12 roof for this building’s roofs, as required in the BEAP for Hadnot Point’s Industrial Area (Section 4.2.2).

The building design floor plan must generally follow the arrangement of spaces indicated in the Blocking Diagram in Part 3, Chapter 4 of this RFP. Locations of break rooms and heads may vary from what is shown in the diagrams if the functions of primary spaces are maintained.

The massing of the building and roofing placement will be influenced by the continuous high bay space of the warehouse bays and the adjacent spaces that will require a lower building height.

The high bay warehouse can be provided with clerestory windows. Adjacent or nearby spaces occupied spaces require daylighting per UFC requirements.

The building design and design documentation must follow/meet applicable UFCs listed in Chapter 3, Part 1 and applicable building codes.

2.4.2. Civil/Site

General

The Logistics Command Consolidated Storage Program (LOGCOM CSP) and JEFS Program Warehouse will be located on what currently are two city blocks, each one with two existing one-story buildings: one block sites Buildings 1602 and 1603, the other block sites Buildings 1604 and 1605. To create the new LOGCOM CSP Warehouse site, these four buildings will be demolished as part of the development effort and the two blocks will be turned into one site, eliminating a portion of Hammond Road. The site will be surrounded by Gum Street, Michael Road, Fir Street and E Road. All four existing buildings were built in the 1940s and appear to be identical.

The existing Building 1601 currently houses the two tenants that will be relocated to the new LOGCOM CSP Warehouse building. It will be vacated and demolished after completion of the new warehouse facility. The new building will incorporate all functions currently being held in existing Building 1601.

The new Warehouse will front Gum Street, with the loading docks at the rear of the warehouse, with direct access from Fir Street. If the JEFS portion of the warehouse is separated from the LOGCOM portion, the two spaces shall be structurally isolated. Two (2) dumpster pads and associated enclosures, one for recycling and one for trash shall be provided on the site. A separate concrete pad/space for the JEFS trailer shall be provided and shall be located adjacent to the new Warehouse facility.

Parking and Access

Paved parking for the proposed facility shall include 30 fulltime staff and located southeast of E Road. Perpendicular parking as well as a full travel aisle adjacent to E Road must be considered to accommodate backup space. For truck turning movements, a WB-50 semi-tractor trailer shall be assumed as the largest vehicle accessing the site. A minimum 5-foot wide concrete pedestrian access shall be provided from the parking areas to the entrance of the new Warehouse building, satisfying all applicable ABA requirements. There shall be no POV parking adjacent to the loading dock.

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Utilities

Civil utilities to the site include water, gravity sewer, and stormwater piping and drainage ditches. Domestic water exists in line with E Road, Michael Road and Gum Street. Gravity sanitary sewer surrounds the site and outfalls to the southeast. Roadside ditches, culverts and a closed stormwater drainage system shall collect stormwater from the site, including parking lot drainage, and convey the drainage in a closed system at existing Michael Road to the southeast to an existing outfall southeast of existing Louis Road. Once demolition of building 1601 is completed, proper grading shall be established to mitigate any ponding on the newly vacant site.

GIS information indicates electric and communication utilities surround the site. There is also overhead power along Gum Street. While not confirmed by inspection of the GIS information received, it is anticipated that natural gas is adjacent to the site and serves the surrounding facilities.

2.4.3. Environmental / Conservation / Cultural Resources

There are no environmental, conservation or cultural resources identified for this project.

2.4.4. Structural

The structural design objective is to construct an efficient, safe and durable building constructed from any of the materials and load bearing systems permitted in the Part 3 ESR narratives and meeting the reference codes and standards. As part of this objective, the structural design must be coordinated with all disciplines and must meet functional requirements.

To help meet the objective, NAVFAC has provided a significant amount of historic geotechnical information and ECS has performed a preliminary geotechnical investigation of this site. Refer to Part 6 for the ECS preliminary information that includes previous investigations provided by NAVFAC. The NAVFAC and ECS geotechnical information is reliable for preliminary information but must be verified by the Contractor. The Contractor is solely responsible for interpreting available geotechnical information. The Contractor is responsible for conducting an independent geotechnical investigation for foundation design.

2.4.5. Fire Protection

Building Code and Life Safety Analysis

Provide a complete building code and life safety code analyses in accordance with UFC 3-600- 01 and FC 1-300-09N.

Fire Alarm and Mass Notification

Design and provide an integrated fire alarm/ mass notification system capable of notifying building occupants inside the facility of an emergency event. Design and install all equipment per the criteria of ESR and PTS Sections D40 and the manufacturer’s recommendations. Where the words "should" or “shall” are used in the manufacturer’s recommendations and in referenced Codes and Standards, substitute the word "must".

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Fire Protection Sprinkler System

Design and provide a wet pipe fire sprinkler system for complete fire protection coverage throughout the entire building. The fire protection design approach for protection of the storage area must utilize Early Suppression Fast-Response technology. The use of in-rack sprinklers will not be accepted. Design and install all equipment per the criteria of ESR and PTS Sections D40 and the manufacturer’s recommendations. Where the words "should" or “shall” are used in the manufacturer’s recommendations and in referenced Codes and Standards, substitute the word "must". Base hydraulic design on the water supply data provided in ESR Section D40 and Part 6.

This project includes an electric motor driven fire pump with an on-site standby generator and automatic transfer switch to serve as the required alternate power source. Power supply at Camp Lejeune does not qualify as a “reliable power source” as defined in UFC 3-600-01. Refer to ESR Sections D40 and D50 for requirements. A diesel engine driven fire pump will not be considered as an acceptable alternative to the specified electric motor drive fire pump.

Special Detailed Requirements Based on Use

Protect the warehouse area in accordance with Chapter 4-44 of UFC 3-600-01. Protect the storage area utilizing ESFR sprinklers designed in accordance with NFPA 13 for protection of palletized, solid pile, and rack storage of exposed, non-expanded Group A Plastics.

2.4.6. Telecommunications

Provide a complete Telecommunications backbone and horizontal distribution system as specified throughout this RFP. Install all equipment, pathways, and cabling per the criteria per the PTS Sections D50 and G40 and the manufacturer’s recommendations. Where the words “should” or “shall” are used in the manufacturer’s recommendations, substitute with the word “must.”

Provide a MDF to house telecommunications equipment and cabling as well as service provider equipment and cabling. Additionally, provide floor/area serving IDFs to house telecommunications equipment and cabling.

Provide fiber and copper exterior and interior backbone cabling to each MDF and IDF. Provide copper horizontal cabling from each IDF with cable tray and conduit J-Hook pathways to each Work Area Outlet (WAO).

Provide exterior underground communications duct bank manhole system from existing duct bank(s) and manhole to the MDF inside each building.

The design and installation must be in accordance with the latest TIA standards, all applicable Unified Facilities Criteria documents, and the latest Local provider and applicable Using Military Department standards and criteria. Workflow Process

This warehouse facility houses two tenants, LOGCOM CSP and JEFS Program, each with their separate, yet related, operations. They service over 40,000 DoD personnel, including Marines, by providing, testing and maintaining, among other inventory, handout equipment, gas masks, portable shelters and decontamination units.

The facility has two main entrances on the north, one for each tenant. The LOGCOM CSP entrance leads directly to administrative offices and into the main warehouse area. The JEFS program entrance leads directly to the classroom and to the administrative offices. A separate

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JEFS entrance for staff is also provided. Each tenant is separated by a wall and has its own set of heads and breakrooms. However, both tenants will share the loading dock that will also serve as a means of connection between them. This loading dock will be accessed through each tenant’s shipping/receiving area plus LOGCOM CSP’s issue/return area.

At the LOGCOM CSP part of the building, related functions are located on each side of the main warehouse area. Shipping/receiving, shelter storage, issue/return, sorting, disposal and battery charge are all areas that require direct open access to the main warehouse area. Inasmuch, the sorting area requires direct access to the issue/return and disposal areas. One end of the warehouse requires two bay overhead doors for truck access that does not require the loading dock. It is also necessary that the ESAPI and NDTE functions be across one another on opposite sides of the warehouse.

At the JEFS Program part of the building, the administrative areas will be separate from their warehouse/industrial areas but connect through a door. The warehouse storage area is open to their shipping and receiving area and all inspection, testing and repair activities. The classroom will hold up to 50 students and is located close to the area’s heads and breakroom.

2.4.7. Hours of Operation

Hours of operation range from 0700 to 1630, Monday through Friday, for CSP LOGCOM and JEFs. Instructors and other administrative and non-administrative staff access to the facility is allowed 24/7, even though they will be there mostly during normal working hours.

2.4.8. Staffing/Occupancy

The LOGCOM/JEFS warehouse is occupied primarily during daytime hours by administrative working in office environments and non-administrative staff working in warehouse-related areas.

At times, the JEFS classroom will be occupied by students, mostly during daytime hours.

The numbers of occupants specified in the Design-Build RFP and indicated in the Building Program in Part 3, Chapter 4 are identified for programming purposes. Determine occupancy load to be used to design building features, such as structural, egress, and plumbing fixtures must be as required in applicable building or life safety codes based on the spaces provided in the building design.

2.5. Special Design Challenges

Special design challenges include the following:

• The large number of MILCON facilities that are to be built at or around the same time as the LOGCOM CSP and JEFS Program warehouse at Camp Lejeune may create challenges with both material and labor availability. The design of the building and systems selected for exterior envelope materials should take these challenges into account.

• Due to site constraints, it may be a challenge to get the best building footprint length to width ratio required by UFC 4-440-01. For the same reason, It may also be a challenge to incorporate parking spaces and necessary maneuvering truck space between the street and loading dock.

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2.6. Adaptability and Flexibility

The LOGCOM CSP and JEFS Program warehouse provides a loading dock along the whole building length that connects both tenants. The main purpose of this long loading dock is for flexibility in allowing to simultaneously load and unload a multiple number of trucks at any given time. There will be ramps at both ends of the loading dock. Also, the facility’s main warehouse area will provide an ample open space for storage racks and staging areas. This provides flexibility in use depending on needs and tasks being performed at any given time.