Draft_ANAD_FORGE2_Project 4_24 Apr 2026_StorageFacility.pdf
PDF 3 MB Posted
- Attached to
- DRAFT Anniston Army Depot FORGE 2 Other Transaction Authority (OTA) Request for Proposal (RPP)
- Solicitation number
- W91QEY-26-R-A002
About this file
This is a Request for Proposal (RFP) attachment presenting Project #4: Storage Facility scope of work for the Anniston Army Depot under contract W91QEY-26-R-A002, titled DRAFT Anniston FORGE 2.
The project requires construction of two General Purpose warehouse facilities, each approximately 32,000 square feet with 35-foot-high bay enclosed spaces to support combat vehicle storage and production operations. The facilities must accommodate the largest vehicles including the M88 Recovery Vehicle and Wheeled Amphibious Combat Vehicle (ACV). Construction specifications include industrial, insulated pre-engineered metal buildings (PEMB) with standing seam gable roofs, minimum 9-inch-thick reinforced concrete slabs on grade to support tracked vehicles, and architectural finishes suitable for military vehicle storage. Each facility will include restrooms, overhead doors, cyber security systems, fire protection and alarm systems, and support systems including electrical, water, sanitary sewer, and natural gas utilities. Additional infrastructure requirements encompass fire pumps, security lighting, pavement markings, curbs and gutters, storm drainage, fiber optic cable service, lightning protection systems, landscaping, signage, and site improvements. Heating, ventilation, and exhaust systems are required for open bay workflows, with heating and cooling in restrooms. The design must comply with Department of War Minimum Antiterrorism for Buildings standards and Unified Facilities Criteria (UFC) including UFC 1-200-01 (DoD Building Code) and all relevant architectural, structural, mechanical, electrical, and fire protection UFCs, plus installation-specific ANAD regulations. The two warehouses will be constructed on vacant gravel lots with no demolition required; site constraints including a culvert bifurcation necessitate two separate facilities rather than one. The contractor must furnish all labor, materials, equipment, and supervision necessary for construction.
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DRAFT Anniston FORGE 2 - W91QEY-26-R-A002 RPP – Attachment 0004
Project #4: Storage Facility
1.0 Project Overview – Construct Storage Facility:
Provide two (2) General Purpose warehouse Facilities in support of Production at Anniston Army Depot. Work includes 35-foot-high bay enclosed spaces (each roughly 32,000 SF) to accommodate storage of all current combat vehicles including those with largest size and turning radius, specifically the M88 (Recovery Vehicle) family of vehicles and the Wheeled Amphibious Combat Vehicle (ACV). The high bay structure will be industrial, insulated, pre-engineered metal buildings (PEMB) with appropriate finishes for storage of military vehicles. Architectural standing seam gable roofs.
Minimum 9-inch-thick reinforced concrete slab on grade required to support tracked vehicles. These facilities will have no assigned personnel and no planned accommodations for paved sidewalk or parking areas. However, both facilities will include restrooms, overhead doors, cyber security, fire protection and alarm systems.
Supporting facilities include utility services and connection (electrical, water, sanitary sewer, and natural gas), fire pumps, security lighting, pavement markings, curbs and gutters, storm drainage, information systems to include fiber optic cable service, lightning protection systems, landscaping, signage, and site improvements. Heating, ventilation, and exhaust fans for the open bay workflow. Heating and cooling are required in the restrooms. Measures in accordance with the Department of War (DoW) Minimum Antiterrorism for Buildings standards will be provided. Access for individuals with disabilities will be provided.
Please Note: The SF of facilities (roughly 32,000 SF) is provided as a rough guide.
Actual size to be determined during design development and may vary.
2.0 Core Regulatory Compliance:
All design and construction activities must strictly adhere to the latest versions of the Unified Facilities Criteria (UFC), including but not limited to:
• UFC 1-200-01: DoD Building Code
• All relevant architectural, structural, mechanical, electrical, and fire protection
UFCs.
• All installation-specific regulations and standards for ANAD.
3.0 General Scope of Work for Demolition of Buildings & Construction of new Facility:
These two (2) warehouses will be constructed on vacant gravel lots currently used for miscellaneous open-air storage. No facility will be demolished as part of this effort.
3.2 Construction of two warehouses:
Scope of work covered in Section 1 above. Overhead view of sites depicted below.
Please note that the need for two (2) warehouses, instead of one, is driven by site constraints. There is a culvert bifurcation the two sites.
DRAFT Anniston FORGE 2 - W91QEY-26-R-A002 RPP – Attachment 0004
The Contractor shall furnish all labor, materials, equipment, and supervision necessary to build these warehouses at the site location.
Note: Civil, Site and Architectural Plans included in this project scope for informational purposes only and should be used as a reference document.
LEGEND
SHEET KEY NOTES
GENERAL NOTES
PROPOSED BUILDING FOOTPRINT
PROPOSED CONCRETE PAVEMENT
EXISTING FENCE
SCALE IN FEET
40' 80'
PROJECT LIMITS
SITE PLAN
SCALE: 1" = 40'A1
PROPOSED BUILDING
REINFORCED CONCRETE PAVEMENT
EXISTING DLA FENCE LINE DELINIATION
BOLLARD
RETENTION POND
CONCRETE TRANSFORMER PAD
1. NO PARKING SPACES SHALL BE PROVIDED AS PART OF THIS
PROJECT
2. ACCESS ROADWAY RADII TO BE DESIGNED TO SUPPORT M88
- FURTHER INFORMATION FORTHCOMING FOR M88 TURNING
RADII
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LEGEND
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EXISTING FENCE
SCALE IN FEET
40' 80'
PROJECT LIMITS
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SCALE: 1" = 40'A1
6 INCH PVC DOMESTIC AND FIRE WATER LINE
4 INCH PVC DOMESTIC WATER LATERAL
NATURAL GAS LINE
ELECTRICAL LINE (UNDERGROUND)
ELECTRICAL LINE (OVERHEAD) FROM EXISTING POLE
AD-066 NEAR B244
PROPOSED ELECTRICAL POLE
PROPOSED TRANSFORMER
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CONNECT INTO EXISTING ELECTRICAL LINE AT POLE
AD-066
FOUR (4) 4 INCH CONCRETE ENCASED TELECOM LINE
TWO (2) 4 INCH CONCRETE ENCASED TELECOM LINE
4 INCH PVC SANITARY LINE (GRAVITY)
STORM DRAINAGE PIPE
EXISTING DUAL 30 INCH STORM CULVER
1. PER ANNISTON ARMY DEPOT DPW GUIDANCE THE
NORTH/SOUTH EXISTING SANITARY LINE TO THE WEST OF
THE TEST TRACK IS A FORCE MAIN. THEREFORE THE
SANITARY LINE FOR THE NORTHERN WAREHOUSE IS
PLANNED TO CONNECT INTO THE GRAVITY SANITARY LINE TO
THE NORTHEAST.
2. ANNISTON ARMY DEPOT PERSONNEL DIRECTED THAT
DIRECTION BORING UNDER THE TEST TRACK AND PIT ROAD
FOR THE 6 INCH DOMESTIC AND FIRE WATER LATERAL IS
REQUIRED FOR TEST TRACK OPERATIONS TO STAY ACTIVE
THROUGHOUT CONSTRUCTION.
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OTHERS)
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SAN PROPOSED SANITARY LINE
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COMM PROPOSED TELECOM LINE
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OPTION ONE WITH GARAGE DOORS AT EVERY OTHER BAY
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31464 SF
VEHICLE
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TURNING RADIUS
R = 36' - 0"
AA
1.1
195 SF
FIRE PUMP
16' - 8"
98 SF
COMMS
60 SF
ELECTRIC
UTILITY SINK
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30876 SF
VEHICLE
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PERSPECTIVE A
PERSPECTIVE B
OPTIONAL CLERESTORY
OPTIONAL EXTERIOR
UTILITY SHED
OPTION ONE WITH DOORS AT EVERY OTHER BAY
OPTION TWO WITH DOORS AT EVERY BAY
OPTION ONE WITH DOORS AT EVERY OTHER BAY
OPTION TWO WITH DOORS AT EVERY BAY
| Attachment 4 - Storage Facility |
| Attachment 4A Storage Building Civil Site and Architectural Plans (1) |
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