Compiled Scope of Work Shadow Hanger DBRFP.pdf

US Army Corps of Engineers Baltimore District

UNMANNED AIRCRAFT

SYSTEM (UAS) HANGER

(SHADOW)

FORT DRUM, NEW YORK

SPECIFICATIONS AND DESIGN

CRITERIA - DBRFP

AUGUST 2019

Shadow Hangar FTDRUMHANGAR

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 01 SPECIAL FORT DRUM REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 26 - ELECTRICAL

26 08 00.00 23 COMMISSIONING OF ELECTRICAL SYSTEMS

APPENDICES (in separate file)

Appendix A - Geotechnical Information Appendix B - Room Data Sheets Appendix C ‐ Fire Protection Calculations Appendix D ‐ Exterior Signage Appendix E - Existing Facility Photos Appendix F – Not Used Appendix G - Site Drawings Appendix H - Acceptable Plants List Appendix I - Architectural Drawings Appendix J - Hazmat Materials Used Within Each Building Appendix K - Utility Cost Information Appendix L - Area Computation Appendix M - Shop Equipment List Appendix N - Warehouse Staffing Appendix O - Shop Staffing Appendix P - LEED Project Credit Guidance Appendix Q - LEED Owner's Project Requirements Appendix R - LEED V4 Checklist Appendix S - Minimum Level of Quality for Furniture Appendix T - Structural Calculations Appendix U - 35% Bridging Documents Appendix V ‐ Installation Design Guidance

-- End of Project Table of Contents --

Ft. Drum, NY

TABLE OF CONTENTS - Page 1

SECTION 01 10 00

MAR 2019

STATEMENT OF WORK

1.0 PROJECT DESCRIPTION

1.1. OBJECTIVES

1.2. SECTION ORGANIZATION

2.0 SCOPE

2.1. UNMANNED AIRCRAFT SYSTEM (UAS) HANGER (BUILDING A)

2.2. SANITARY SEWAGE LIFT STATION BUILDING (BUILDING B)

2.3. ORGANIZATIONAL STORAGE BUILDING (BUILDING C)

2.4. AV FUEL STATION SHED (BUILDING D)

2.5. POL STORAGE BUILDING (BUILDING E)

2.6. USED POL STORAGE BUILDING (BUILDING F)

2.7. FIRE PROTECTION PUMP BUILDING (BUILDING G)

2.8. AV GAS STORAGE TANK SHED (BUILDING H)

2.9. PROJECT DESIGN

2.10. AMERICANS WITH DISABILITIES ACT (ADA) / ARCHITECTURAL BARRIERS ACT (ABA)

2.11. ANTITERRORISM AND FORCE PROTECTION REQUIREMENTS (AT/FP)

2.12. INSTALLATION DESIGN GUIDE/INSTALLATION PLANNING STANDARD

2.13. SUSTAINABLE DESIGN AND CONSTRUCTION

2.14. CYBERSECURITY

2.15. SECURED AREAS

2.16. WORKFLOW PROCESS

2.17. SPECIAL DESIGN CHALLENGES

2.18. GOVERNMENT-FURNISHED GOVERNMENT INSTALLED EQUIPMENT (GFGI)

2.19. BUILDING COMMISSIONING

2.20. BIRD INTRUSION PREVENTION

2.21. RADON

TABLE OF CONTENTS - Page 2

3.0 SITE ANALYSIS

3.1. EXISTING SITE DESCRIPTION

3.2. CONSTRUCTION PHASING, STAGING, AND CONTRACTOR ACCESS

3.3. DEMOLITION

3.4. NEW CONSTRUCTION SITE LAYOUT GUIDELINES

3.5. LANDSCAPING

4.0 APPLICABLE CRITERIA

4.1. INDUSTRY CRITERIA

4.2. MILITARY CRITERIA

5.0 FUNCTIONAL AND AREA REQUIREMENTS

5.1. PROJECT & DESIGN REQUIREMENTS

5.2. REQUIRED ASSEMBLIES

5.3. PROJECT DESIGN

5.4. UNMANNED AIRCRAFT SYSTEM (UAS) HANGAR (BUILDING A)

5.5. SANITARY SEWAGE LIFT STATION BUILDING (BUILDING B)

5.6. ORGANIZATIONAL STORAGE BUILDING (BUILDING C)

5.7. AV FUEL STATION SHED (BUILDING D)

5.8. POL STORAGE BUILDING (BUILDING E)

5.9. USED POL STORAGE BUILDING (BUILDING F)

5.10. FIRE PROTECTION PUMP BUILDING (BUILDING G)

5.11. AV GAS STORAGE TANK SHED (BUILDING H)

6.0 PROJECT SPECIFIC REQUIREMENTS

A10 FOUNDATIONS

A20 BASEMENT CONSTRUCTION

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE

B30 ROOFING

C10 INTERIOR CONSTRUCTION

TABLE OF CONTENTS - Page 3

C20 STAIRS

C30 INTERIOR FINISHES

D10 CONVEYING

D20 PLUMBING

D30 HVAC

D40 FIRE PROTECTION

D50 ELECTRICAL

E10 EQUIPMENT

E20 FURNISHINGS

F10 SPECIAL CONSTRUCTION

F20 SELECT BLDG DEMOLITION

G10 SITE PREPARATIONS

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES

Z10 GENERAL PERFORMANCE TECHNICAL SPECIFICATION

APPENDICES (in a separate file)

Appendix A - Geotechnical Information

Appendix B - Room Data Sheets

Appendix C - Fire Protection Calculations

Appendix D - Exterior Signage

Appendix E - Existing Facility Photos

Appendix F - Conceptual Aesthetic Considerations

Appendix G - Site Drawings

Appendix H - Acceptable Plants List

Appendix I - Architectural Drawings and Diagrams

Appendix J - Hazmat Materials Used Within Each Building

TABLE OF CONTENTS - Page 4

Appendix K - Utility Cost Information

Appendix L - Area Computation

Appendix M - Shop Equipment List

Appendix N - Warehouse Staffing

Appendix O - Shop Staffing

Appendix P - LEED Project Credit Guidance

Appendix Q - LEED Owner’s Project Requirements

Appendix R - LEED V4 Checklist

Appendix S - Minimum Level of Quality for Furniture

Appendix T - Structural Calculations

Appendix U – 35% Bridging Documents

Appendix V – Installation Design Guidance

CHAPTER 1 - Page 1

1.0 PROJECT DESCRIPTION

1.1. OBJECTIVES

Project objective is to design and construct facilities for the military that are consistent with the design and construction practices used for civilian sector projects that perform similar functions to the military projects. For example, a Company Operations Facility has the similar function as an office/warehouse in the civilian sector; therefore the design and construction practices for a company operations facility should be consistent with the design and construction of an office/warehouse building.

MILITARY FACILITY CIVILIAN FACILITY

Unmanned Aircraft System (UAS) Hangar Aircraft Hangar

Supporting Facilities Supporting Facilities

Army's objective is that these buildings will have a 25-year useful design life before a possible reuse/re-purpose or renovation requirement, to include normal sustainment, restoration, modernization activities and a 50-year building replacement life. Therefore, design and construction should provide an appropriate level of quality to ensure continued use of the facility over that time-period with the application of reasonable preventive maintenance and repairs that would be industry-acceptable to a major civilian sector project OWNER.

Site infrastructure will have at least a 50-year life expectancy with industry-accepted maintenance and repair cycles.

Develop project site for efficiency and to convey a sense of unity or connectivity with the adjacent buildings and with the Installation as a whole.

Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged. Further, the OFFEROR is encouraged to seek solutions that will expedite construction (panelization, pre-engineered, etc.) and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the lowest Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.2. SECTION ORGANIZATION

This Section is organized under 6 major chapters.

Chapter 1 - Defines project objectives and provide a comparison between military facilities and comparable “civilian” type buildings.

Chapter 2 - Describes scope of the project.

Chapter 3 - Describes site analysis.

Chapter 4 - Lists applicable industry and government design criteria, generally applicable to all facility types, unless otherwise indicated in the Section. It is not an all-inclusive list. Other industry and

CHAPTER 1 - Page 2 government standards may also be used, where necessary to produce professional designs, unless they conflict with those listed.

Chapter 5 - Provides general room requirements

Chapter 6 - Contains Army Standard Design Criteria, generally applicable to all facility types, installation and project specific criteria unless otherwise indicated in Section. Criteria in chapter 6 follows industry standard ASTM Uniformat II.

CHAPTER 2 - SCOPE - Page 1

2.0 SCOPE

Design and construct new operational campus for Unmanned Aircraft System (UAS) Group 3 Hangar, and supporting structures, programmed as eight structures as identified by program scope. Two support structure, POL & Used POL are combined into one common facility, reducing total number of freestanding structures to seven (7). Project site is located near Wheeler Sack Army Airfield, Ft Drum, and directly adjacent to an existing hangar facility, identified as UAS Shadow Hangar. Contractor shall be responsible to understand that operational performance of the existing UAS Shadow Hangar and airfield must remain uninterrupted throughout project duration. New operational campus shall provide a Standard Design Unmanned Aircraft System (UAS) Group 3 Hangar, Sanitary Sewage Lift Station Building, Organization Storage Building, Aviation (AV) Fuel Station Shed, Petroleum/Oil/Lubricant (POL) storage, Used Petroleum/Oil/Lubricant (POL) storage, Fire Protection Pump Building, and a Bulk-Fuel Station. .

Supporting Facilities include hangar access apron, taxiway and shoulders, launch area, runway extension with shoulders, overrun area, organizational vehicle parking, and Privately Owned Vehicle (POV) parking.

Project includes fire protection and alarms, Intrusion Detection System installation (IDS), Energy Monitoring and Control Systems (EMCS), with building information systems. Heating and cooling will be self-contained systems. Additional support facilities include electrical service, security lighting, fire protection, communications, water, sewer with a lift-station, update/extension of force main, storm drainage, apron, signage, landscaping, organizational parking, parking, air conditioning, and other site improvements. Provide compliance with Department of Defense (DOD) Minimum Antiterrorism for Building standards. Comprehensive building and furnishings related interior design services are required.

Provide Access for individuals with disabilities (ABA). Incorporate Cyber Security Measures. Design and achieve Sustainability/Energy measures. Provide facilities for a minimum life of 50 years in accordance with DoD's Unified Facilities Criteria (UFC 1-200-02) including energy efficiencies, building envelope and integrated building systems. All structures must comply with the UFCs, Federal, State, installation and local standards. Where conflict exists between the standards, the most stringent requirements shall govern.

2.1. UNMANNED AIRCRAFT SYSTEM (UAS) GROUP 3 HANGAR (BUILDING A)

Construct a new Unmanned Aircraft System (UAS) Group 3 Hangar, as a standard design providing support of mission objective for three (3) platoons. Each Platoon supports four RQ-7B-1E shadow drones, thus the UAS Group 3 Hangar will support no fewer than twelve drones. Provide a single facility as mixed-use occupancy, supporting a Business occupancy, and Storage/Industrial occupancy as indicated. Army standard design for UAS Group 3 Hangar is a Standard Design, was used to develop design presented in this RFP for construction. Designer shall determine vertical elevation for roofs and necessary clearances at high bay and administrative areas. Facility to be a freestanding single story steel frame building with special foundations and roof framing systems to comply with codes. Maximum Gross Area 28,100 square feet.

2.2. SANITARY SEWAGE LIFT STATION BUILDING (BUILDING B)

Construct a new Sanitary Sewage Lift Station Building adjacent to, and replacing, the existing lift station currently serving existing Shadow Hagar and its supporting facilities. Specific intent is to replace the existing lift station with a new Sanitary Sewage Lift Station Building, with capacity to serve both (all) facilities. Removal of existing lift station is required. Provide new Sewage Lift with an enclosed vertical structure above grade protecting/allowing year round access to equipment for care and maintenance.

Sewage Lift t is not a standard design, but is now a required standard at Fort Drum, with several other similar facilities on the installation available for typical detailing and construction. Facility to be a freestanding single story enclosure with mezzanine and stair access down to dry well lift equipment. Use reinforced concrete masonry load bearing structure with special foundations and steel deck roof on bar joist system. Depth of foundations, pits, and elevations must be based on the project design requirements, and geographic site conditions. Provide below grade pits and walls of reinforced concrete capable to withstand lateral soil pressure and anticipated surcharge loads. Below grade construction

CHAPTER 2 - SCOPE - Page 2 must be watertight with joint sealants and water proofing membrane to prevent ground water infiltration and seepage. Maximum Gross Area 600 square feet.

2.3. ORGANIZATIONAL STORAGE BUILDING (BUILDING C)

Construct a new Organizational Storage Building, providing four (4) separate storage areas of equal size within. One storage area for each platoon (3) and one for onsite contractor use. Storage function includes UAS parts, equipment, crates, trailers, and heavy-duty storage racks. Facility to be a freestanding single story reinforced concrete masonry building with special foundations and steel frame roof. Maximum Gross Area 2,515 square feet. Contractor shall provide and install heavy-duty steel pallet shelving along and full length of back wall. Secure and bolt shelves to wall and floor for stability. Provide pallet shelving with 3 shelves, above open floor space, no less than three feet deep.

2.4. AV FUEL STATION SHED (BUILDING D)

Construct an AV Fuel Station Shed (canopy) dedicated to refueling UA shadow drones, providing one refueling station for each Platoon, no less than three. Provide a freestanding structure as an open canopy, with masonry CMU walls separating each refueling station. Provide canopy structure of appropriate system and material to suit loading and exposure conditions. Steel or corrosive materials exposed to weather must be protected through galvanizing, and coating per codes. Each refueling station requires a pull through vehicle access lane for a fueling truck, and a dedicated space for shadow drones.

Provide an enclosed electrical room to distribute power for AV Fuel Station and nearby supporting facilities. Form concrete slab on grade with raised curbs, slopes, and pits required for fuel spill containment and incorporate with special foundations. Fuel spill containment must be constructed of reinforced concrete system with waterproofing membrane and joint sealants to prevent seepage and infiltration. Maximum Gross Area 4,160 square feet.

2.5. POL STORAGE BUILDING (BUILDING E)

Construct a building dedicated to storing Petroleum, Oil, and Lubricant (POL), with use shared equally between the three Platoons. Provide a freestanding single story, enclosed structure with concrete slab on grade having raised curbs, slopes, and/or pits required for POL spill containment. Containment slab must be of reinforced concrete with waterproofing membrane, joint sealants and coating to prevent liquid seepage and infiltration. Provide adequate separation distance to adjacent structures, and store materials in the amount specified in the UFCs and codes. Building shall include special foundations. Maximum Gross Area 180 square feet. Contractor shall provide and install heavy-duty steel pallet shelving along and full length of back wall. Secure and bolt shelves to wall and floor for stability. NOTE: Project requires POL Storage and Used POL Storage, identified as Buildings E & F. Design and erect these buildings as a single structure, providing requirements of each into the dedicated portion of the plan.

Common party wall between requires a raised curb and welded wire mesh.

2.6. USED POL STORAGE BUILDING (BUILDING F)

Construct a building dedicated to storing Used Petroleum, Oil, and Lubricant (POL), with use shared equally between the three Platoons. Provide a freestanding single story, enclosed structure with concrete slab on grade having raised curbs, slopes, and/or pits required for POL spill containment. Provide sealed containment concrete slab system with waterproofing to prevent liquid infiltration through joints and cracks. Materials must be stored in accordance with the UFCs and environmental regulations.

Building shall include special foundations. Maximum Gross Area 120 square feet. Contractor shall provide and install heavy-duty steel pallet shelving along and full length of back wall. Secure and bolt shelves to wall and floor for stability. NOTE: Project requires POL Storage and Used POL Storage, identified as Buildings E & F. Design and erect these buildings as a single structure, providing requirements of each into the dedicated portion of the plan. Common party wall between requires a raised curb and welded wire mesh.

CHAPTER 2 - SCOPE - Page 3

2.7. FIRE PROTECTION PUMP BUILDING (BUILDING G)

Provide a dedicated freestanding structure housing necessary equipment for Fire Protection Pump systems required for water quantity and pressures. Within the structure, provide two deep pits below ground level, required for incoming utility source water, and supplying pressurized water to the Hangar facility keeping water pipes below frost depth. Provide pits with open grate for safety. Open pits allow inspection, and maintenance of water utility pipes, valves and controls. Structurally integrate deep pits with special foundations required to keep water pipes below frost depth. Provide below grade pits and walls of reinforced concrete capable to withstand lateral soil pressure and anticipated surcharge loads.

Below grade construction must be watertight sealed with joint sealants and water proofing membrane to prevent ground water infiltration and seepage. Depth of foundations, pits, and elevations must be based on the project design requirements, site geographical and environmental conditions. Maximum Gross Area 1,600 square feet. Provide pits with drains and sump-pumps as required.

2.8. AV GAS STORAGE TANK SHED (BUILDING H)

Construct an AV Gas Storage Tank Shed supporting two separate 500-gallon AV fuel storage tanks.

Form concrete slab on grade with raised curbs, slopes, and pits required for fuel spill containment and incorporate with special foundations. Provide a freestanding structure as an open canopy, with louvered enclosure walls allowing free flowing ventilation of any potential fumes and protect containment pit from wind driven rain and snow. Provide the canopy structure of appropriate system and material to suit loading and exposure conditions. Steel or corrosive materials exposed to weather must be protected through galvanizing, and coating per codes. Fuel spill containment must be constructed of reinforced concrete system with waterproofing membrane and joint sealants to prevent seepage and infiltration.

Maximum Gross Area 330 square feet.

2.9. PROJECT DESIGN

Provide overall project design per Section 01 33 16.00 10, Design Data (Design After Award). The Designer of Record (DOR) is responsible for continuing the development of the 35% documents located in Appendix U - 35% Bridging Documents based on the criteria in the DBRFP.

2.9.1. Site Design

Project site is located within Ft. Drum’s Airfield Development Area, also known as, Wheeler-Sack Army Airfield. Project design and construction must consider proximity to active airfields, managing responsibilities of airspace coordination, clearance, glare, low-altitude testing, and training route interference. Design site plane and facilities in accordance with UFC 3-260-1, providing Tie-downs, mooring points, and grounding points as required.

2.9.2. Building Designs

Contractor and Designer of Record must be responsible and provide oversight, inspection and overall project coordination throughout. Design and construction approvals are required through review, comment, resolution, and concurrence by Government. Design and construct all structures to comply with UFC 3-301-01 “Structural Engineering” and other criteria listed in Chapter 4.

Design Submittals must be in accordance with Design Submittal Procedures in the Specifications, and other sections of this RFP. Delegated designs and proprietary materials specified in design documents must comply with DOD regulations.

2.9.3. Technical and Design Requirements for Rooms, Product, Materials, and Finishes.

For technical and design requirements of rooms, product, materials, and finishes refer to Chapter 6. For room finishes refer to Room Data Sheets, Appendix B.

CHAPTER 2 - SCOPE - Page 4

2.9.4. Interior Design

Excellence in design is a primary objective for maximizing efficiency toward mission objective. Reaching this goal requires a commitment for a level of quality that includes a coordinated relationship of interior design with building design, as well as details of design that affect efficient use of facilities. Quality interior design is value added to a project as it vitally improves facility operating efficiency, attractiveness, livability, functionality, life-cycle economics, and productivity. Toward that end project will require Comprehensive Interior Design (CID) demonstrating coordination of Structural Interior Design (SID) with Furniture, Fixtures & Equipment (FF&E). Interior Design includes ergonomic value, a manageable inventory of parts, and sustainable attributes are important aspects to consider.

2.9.4.1. Structural Interior Design (SID)

Structural Interior Design (SID) includes building-related finishes, colors, & materials that are physically part of the building itself, such as walls, ceilings, floor finishes, and coverings, window treatments (blinds, shades), signage, and built-in casework.

2.9.4.2. Comprehensive Interior Design (CID)

Comprehensive Interior Design is required for spatial layout of Furniture, Fixtures & Equipment throughout and coordination of overall color scheme of building finishes through as development for Structural Interior Design (SID). Assure coordination of color, patterns, & finishes throughout between SID

& FF&E.

2.9.4.3. Furniture, Fixtures & Equipment (FF&E):

Furniture, Fixtures and Equipment (FF&E) defined as all movable / relocatable property and equipment within a building, room, or space. Designer of Record shall develop room designs with FF&E layouts, demonstrating that design integrates physical sizes of FF&E and achieves necessary clearances, access, operability, and coordination with building systems. Development of FF&E includes layout, selection of finishes and colors to be coordinated with SID selections, and creation of specification, and procurement documentation required to procure and install FF&E under separate contract.

Procurement and installation of FF&E is NOT included in this contract. With separate funding, Government shall procure, and installed FF&E under separate contract. Contractor shall accommodate that effort with allowance for entry of FF&E vendor/installer onto this project site at appropriate time to permit completion of installation for a complete and usable facility coinciding with Beneficial Occupancy Date (BOD). The furniture vendor/installer contract will include all electrical pre-wiring and whips for final connection to the building electrical systems however; Contractor shall make final connections to building systems under this contract. Furthermore, General Contractor shall provide all Information/Technology (IT) wiring (i.e. LAN, phone, etc.) up to and including faceplates. Contractor to perform connections for all freestanding systems furniture, desktops, and equipment as applicable, with services to install cable and face plates in coordination with FF&E vendor/installer to accomplish installation at the appropriate time, along with final IT connections to building systems under this contract.

Government reserves the right to change method of procurement and installation of FF&E to be Contractor Furnished/Contractor Installed (CF/CI). CF/CI furniture will require competitive open market procurement by the Contractor using the Furniture, Fixtures, and Equipment (FF&E) package developed.

Preliminary FF&E information, including dimensions and sizes, are provided on Room Data Sheets, refer to Appendix B. Scheduled items of FF&E is not considered an all-inclusive list.

2.10. AMERICANS WITH DISABILITIES ACT (ADA) / ARCHITECTURAL BARRIERS ACT (ABA)

CHAPTER 2 - SCOPE - Page 5

Project designs shall achieve full compliance with Architectural Barriers Act (ABA) as required by federal law. Architectural Barriers Act (ABA) contains scoping and technical requirements for accessibility to sites, facilities, buildings, and elements by individuals with disabilities. Apply requirements during design for new construction, additions, alterations, and lease of sites, facilities, buildings, and elements to the extent required by regulations issued by Federal agencies under the Architectural Barriers Act (ABA).

2.11. ANTITERRORISM AND FORCE PROTECTION REQUIREMENTS (AT/FP)

The project shall meet the minimum requirements of UFC 4-010-01, latest version (December 2018).

No specific design basis threat has been identified for the project.The project shall comply with all 21 Standards contained in the UFC. Exterior site features such as dumpsters and mechanical features will be sited in accordance with unobstructed space requirementsand other security measures will also be considered for the design such as protective bollards, etc.

2.12. INSTALLATION DESIGN GUIDE / INSTALLATION PLANNING STANDARD

Built environments develop a sense of community, which affect overall safety, visual appeal, sense of place, and provides visual orientation across the installation. Fort Drum, Installation Planning Standard (IPS) provides guidance for features of Site Planning, Building Standards, Circulation (pedestrian, vehicles, & trails), Signage, Road Networks, Building Material & Colors, Utilities, and Landscaping.

Project design shall comply with Fort Drum, Installation Planning Standard (IPS). Fort Drum, IPS identifies project location within the Airfield District, for building type use being, Industrial & Maintenance.

2.13. SUSTAINABLE DESIGN AND CONSTRUCTION

Design and construct 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 Chapter 6 sections.

Design and construct project in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements.

2.13.1. Leadership In Energy And Environmental Design (LEED)

Project shall achieve, as a minimum, a LEED rating of Silver under Version 4 of LEED. Offers shall not assume LEED credit points, propose strategies or decisions not within control of the Contractor. Develop Sustainability strategies during design and achieve objective through management of construction processes. Refer to Appendices P, Q & R.

2.14. CYBERSECURITY

Design, acquire and execute all control systems (including systems separate from management utility monitoring and control system) in accordance with UFC 4-010-06 Cybersecurity of Facility-Related Control Systems and as required by individual Facilities Engineering Command (FEC) or Installation implementation policy. Design the project using UFGS 25 05 11 Cybersecurity of Facility-Related Control Systems. The Cybersecurity levels (C-I-A) identified in the UFC are Low-Low-Low for this project.

Incorporate cybersecurity requirements into project facility control systems identified in:

D10, CONVEYING

D30, HVAC

D50, ELECTRICAL

CHAPTER 2 - SCOPE - Page 6

2.15. SECURED AREAS

Rooms and areas identified as secured areas on floor plan and room-data sheets, refer to Appendix B, provide physical security in accordance with AR 380-5. Classified information will be secured under conditions to prevent access by unauthorized persons and meet minimum standards specified for SECRET classification.

Government will install under separate contract a GSA approved IPS safe in SIPER room, RM 112.

Provide door hardware accessing Secure Areas as follows:

Card Reader Access, ID Badges or Key Cards using embedded sensors, integrated circuits, magnetic stripes, or other means of encoding data that identifies the facility and the individual to whom the card is issued. Card Reader Access system to be approved.

2.16. WORKFLOW PROCESS

2.16.1. Operation

The existing UAS Shadow Hangar located directly adjacent to project site, operates on a 24-hour a Day schedule, using two-twelve-hour shifts per day, with a typical schedule of five days per-week, which during special operations, can increase to seven days per week. Contractor shall be responsible for assuring uninterrupted operational performance of existing UAS Shadow Hangar and airfield throughout project duration.

New project shall be designed for operating on a 24-hour a Day schedule, using two-twelve-hour shifts per day, with a typical schedule of five days per-week, which during special operations, can increase to seven days per week.

2.16.2. Staffing/Occupancy

The number of occupants specified in the RFP are identified for programming purposes. Determine occupancy used to design building features, such as structural, egress, and plumbing fixtures as required in applicable building or life safety codes.

2.17. SPECIAL DESIGN CHALLENGES

Contractor shall understand that operational performance of the existing UAS Shadow Hangar and airfield must remain uninterrupted throughout project duration. New operational campus shall provide a Standard Design Unmanned Aircraft System (UAS) Group 3 Hangar with supporting structures and supporting facilities without disruption of existing operations at adjacent site. Special foundations are required for each facility.

2.18. GOVERNMENT-FURNISHED GOVERNMENT INSTALLED EQUIPMENT (GFGI)

Contractor must coordinate with Contracting Officer for requirements of GFGI items scheduled, and provide design and deliver suitable structural support, brackets for projectors/VCRs/TVs, with all utility connections and space with required clearances for all GFGI items. Fire extinguishers, fire extinguisher brackets, and cabinets are Contractor furnished and installed CF/CI. All Computers and related hardware, copiers, faxes, printers, video projectors, VCRs and TVs are GFGI. For scheduled GFGI items, refer to Room Data Sheets.

2.19. BUILDING COMMISSIONING

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

CHAPTER 2 - SCOPE - Page 7

2.20. BIRD INTRUSION PREVENTION

Provide and coordinate accepted intrusion prevention measures with environmental office for host facility.

Design intrusion prevention systems to not restrict access to building systems. Design all access required as removable panels that can be removed and replaced with the normal means of access and tools used by maintenance personnel.

2.21. RADON

Radon levels for the area are under 4/pCi/L according to the Environmental Protection Agency’s (EPA’s) Map of Radon Zones (by state). An under-slab depressurization system is not required.

Shadow Hangar FT DRUM HANGAR

CHAPTER 3 – SITE ANALYSIS- Page 1

3.0 SITE ANALYSIS

Site work consists of all aspects of a complete project site. This includes site planning and design of all new site features (buildings, roads, parking, runways, walkways, fencing, etc), demolition, earthwork / grading, storm drainage, utilities, signage, landscaping, force protection, stormwater management and erosion and sediment control, and obtaining necessary permits.

3.1. EXISTING SITE DESCRIPTION

The project site is located within the Fort Drum Army Installation east of Bagram Road and accessed by the existing gravel UAV Road on the north / west end of the project site. The site is approximately 26 acres and is comprised of open areas, roads, gravel parking, hardstand, and airfields in and around the existing UAS Hangar Building 20490. With the exception of the access road and parking, the site lies within a secure fenced area around the existing airfield. The site consists of sandy soils that are conducive to on site infiltration for stormwater management, and includes sparse vegetation (scattered trees and meadow grasses). The terrain is fairly flat with a raised area around the existing airfield and a drop in grade along the western edge of the site that will require some imported fill.

The site includes all required utilities in order to obtain connections for the new facility. An existing 12” water main traverses the site in the north / south direction. An existing sanitary lift station and force main serves the existing hangar and connects to a gravity line on Bagram Road. Electrical and communications service will be extended from the north side of the existing hangar. A 4” natural gas line runs along the UAV access road and serves the existing hangar. There are a small number of existing storm drain structures while most on site stormwater management is managed through infiltration.

3.2. CONSTRUCTION PHASING, STAGING, AND CONTRACTOR ACCESS

The existing UAS Hangar Building 20490 and surrounding site including hardstand areas, parking, and runway shall remain fully operational during construction. The contractor shall consider any phasing aspects in the new design in order to maintain all operations of the existing facility, including but not limited to pavement construction, utilities, fencing, earth moving and other equipment operations, etc.

The Contractor staging and trailer areas shall be contained within the project limits and shall not impact the existing building or airfield operations. Areas to be utilized shall be included in design documents and approved by Government. Security of the site is the contractor’s responsibility and fencing (permanent and/or temporary) shall be installed at his discretion within the project limits or portions thereof. Any areas disturbed by the Contractor’s staging areas not part of the new development shall be stabilized against erosion and restored with top soil and seeded per landscape paragraphs herein and in accordance with New York State DEQ requirements. Any pavement areas damaged during construction will be repaired at the Contractor's expense to the satisfaction of the Contracting Officer. Staging of equipment, soil stockpile, and other material shall not be placed within 5 feet from any existing tree drip line.

Contractor access shall be coordinated with and approved by the Contracting Officer and all Contractor and Sub-Contractor related vehicles shall strictly adhere to the approved construction access route.

3.3. DEMOLITION

The Contractor shall be responsible as part of the design to prepare the site for construction of new site features or to backfill turf areas with proper grading and drainage. Some minor demolition will be required for this project. A small 400sf canopy shall be demolished as well as a small amount of sidewalk. Existing gravel roads and parking will be partially removed / regraded to be incorporated within the new roadways. A limited number of trees on site will be removed by the garrison in advance of the project construction, and remaining trees and vegetation impacted by construction shall be removed as necessary for new construction.

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All existing utilities to remain on the site shall be protected during the demolition and construction process. Any damage shall be immediately repaired to the satisfaction of the Contracting Officer in accordance with the utility owner’s requirements at the Contractor’s expense. The existing sanitary lift station and force main will be removed and upgraded as part of this project (phased in accordance with paragraph 3.4.4. Minor capping and removal of other existing utilities may be required for new connections. Utility lines not in use or abandoned as the result of construction shall be completely removed to the project limits or capped at the main distribution. See the electrical and mechanical portion of the RFP for their respective demolition requirements. All utility demolition shall be in compliance with the Ft Drum Utility Standards in Appendix V. A detailed demolition plan shall be developed and submitted per Section 01 33 16.

All materials shall be disposed of outside the limits of Government controlled lands. Disposal shall be in accordance with the federal, state, and local regulations. The 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 shall be removed from Government property promptly to avoid accumulation at the project site.

3.4. NEW CONSTRUCTION SITE LAYOUT GUIDELINES

The finished project will consist of the Contractor designed optimum layout of all required features, including buildings, roadways, runways and towways, hardstands, equipment storage areas, parking lots, pedestrian walkways, utilities, landscaping, and stormwater management features. The site design will provide for appropriate vehicle access around each facility. Sidewalks and clear areas around each facility will meet customer emergency requirements. Additional items of consideration in siting the project features will include force protection, aesthetics, optimum drainage, balance of earthwork (cuts and fills), fire protection, environmental/sustainability concerns, safety, and convenience for vehicles and pedestrians. Buildings are required to be handicapped accessible.

Conceptual site drawings were developed by the Government in conjunction with the Garrison, facility users, and Center of Standardization, and are provided as bridging documents in appendix G. These drawings are provided for information reference only, and shall be modified as required during design development to incorporate the requirements included in this RFP.

3.4.1. Siting of Facilities

The new hangar shall be located in a north-south alignment with the existing hangar, approximately 50’ to the south. A hardstand area around the hangar will allow for movement and parking of operational vehicles and staging of equipment, as well as to provide access to ancillary buildings. The hardstand dimensions are based on the standard design and approved bridging documents design and shall be verified and adjusted as necessary during design development in coordination with the Government.

Aircraft tie-downs shall be installed around the facility within pavement areas as directed by the User.

The existing airfield southeast of the hangar will be expanded to meet updated standard design requirements for the UAVs. The dimensions shown for runway expansion and additional shoulders are based on the UAS Standard Design where applicable but will maintain existing runway and shoulder widths. A marked towway will connect the hangar to the airfield as shown. Runway markings shall be modified / expanded for the runway and towway as shown on the drawings.

Several ancillary buildings will be sited along the east and west sides of the hardstand, including an AV fuel shed, AV fuel storage shed, a fuel storage building, new and used POL sheds, an organizational storage building, fuel pump building, and sanitary lift station building. All buildings will be located within the gated secure fenced area. The building locations shown on the site drawings have been nominally located and approved by the user, but may be moved during design development if approved by the Government as long as the criteria can still be met

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The existing gravel UAV Access Road connecting the parking area with Bagram Road shall be paved with bituminous asphalt. The existing gravel parking lot shall be reconstructed / paved to optimize layout and a new bituminous asphalt parking lot shall be constructed to the west of the new hangar.

Total parking space provided will be 150, split between two lots approximately as shown on the concept site plan in order to provide proximity to each hangar. Provide adequate ADA marked spaces and ADA accessible walking paths to connect parking areas to the hangar hardstands.

The existing security fence shall be extended around the new hangar site area as shown on the site plan. Provide a personnel gate at the sidewalk / fence intersection. The fencing shall also be relocated on the eastern edge of the expanded runway in order to meet UAS standard design setback requirements.

Provide a snow fence / wall along the northern edge of the AV Fuel Station Shed to help reduce snow drifts into the shed. The wall should be of durable, permanent construction material, such as ornamental open concrete blocks or similar. The size, type, and location shall be designed to provide the most benefit to the facility.

3.4.2. Antiterrorism and Force Protection

The project shall be sited to comply with UFC 4-010-01, December 2018 version, which requires a 33’ unobstructed space around the hangar building. The unobstructed space requirements shall be met through restriction of vegetation and other potential explosive concealment opportunities around the facility; dumpsters will be placed outside of the unobstructed space. The site shall be secured with FE-7 chain link security fencing and access gates as shown on the site drawings.

3.4.3. Grading

All grading shall be in conformance with applicable standards included in section 6. The concept site grading plan drawings are presented as bridging documents presenting one potential solution, but shall be modified as required during design development to provide optimum drainage and balance of earthwork.

The finished floor for the hangar is set at 699.0 on the concept site drawings, approximately 6” lower than the adjacent existing hangar building. This elevation should be adjusted as needed to set the optimal elevation balancing functionality and earthwork. The hardstand should slope away from the hangar in all directions at approximately 2%. Ancillary structures will match elevations at edges of the hardstand with slight increases at doorways to ensure water is diverted around each facility.

Grades on the expanded airfield will extend existing grades which are typically just under 2% from the centerline crown. Similarly, parking lot grades are conceptually laid out providing a 2% cross slope.

Imported fill will be required for the southern parking lot and for the towway connecting the airfield. Fill slopes are provided with maximum 5:1 side slopes due to the erosive nature of existing sandy soils.

The conceptual grading plan results in the need for a significant amount of imported earth fill. As a value engineering consideration, the designer may consider reducing the amount of required fill by lowering the parking lot and surrounding site elevations; however, walls and steep elevations should be avoided in order to facilitate snow movement operations.

3.4.4. Utilities

Utilities shall be designed in accordance with the standards and requirements included in chapter 6 and Appendix V Installation Design Guidance. Utilities shown on conceptual utility plan drawings present one potential solution, but shall be modified as required during design development. Electric, telecom, and

CHAPTER 3 – SITE ANALYSIS- Page 4 gas utilities are addressed in other portions of this RFP. Additional site specific information is included herein.

Storm Drainage System: The use of storm drain structures should be minimized through the practice of open conveyances (swales and ditches) and overland sheet flows into stormwater practices, which will in turn rely largely on infiltration and natural outflows where grades allow. Storm drain structures and pipes will be used as necessary in and around hardstand areas, and as outfalls from ponds where needed.

Underground roof collector storm drains shall direct hangar roof runoff under the hardstand to stormwater conveyances and treatment areas. A storm drain culvert(s) is likely needed beneath the airfield towway embankment and is shown on the conceptual grading plans. Storm drain and drainage features shown on plans are conceptual and have not been sized through required design processes.

Water Distribution and Service: A new 12” HDPE waterline (constructed in accordance with Ft Drum Utility Standards in Appendix V) will be looped around the new hangar and connect to the existing 12” waterline on site at both ends. Fittings will be supplied along the waterline to accommodate the new building fire protection and domestic services including the appropriate valves. The 12” fire protection service will pass through the proposed fire pump building prior to entering the hangar. Three new hydrants will be provided in proximity to the hangar building in coordination with fire protection requirements. The water system is owned and operated by Ft Drum Department of Public Works, and all design requirements will be in accordance with Ft Drum Utility Standards (Appendix V) and chapter 6 requirements. The water system design shall be submitted to NYDEQ and all necessary permits obtained by the Contractor prior to construction.

Sanitary Sewer Service: The existing sanitary lift station serving Building 20490 will be replaced with a new lift station serving the existing and new facilities. Sanitary service to the existing building must remain operational during construction, either through the existing lift station or other methods designed by the Contractor and approved by the Government. Any temporary shutdowns shall occur during non-working hours with written approval from the Government. Conceptual design details for the new lift station are included in the drawings, and will include separate wet and dry wells. Flows collected from the hangars will enter the wet well manhole and pass through a sludge grinder “muffin monster” to match other systems used on the installation. Dual sanitary grinder pumps will be located in the adjacent dry well manhole which will be located beneath a lift station building. The sanitary pumps are conceptually sized at 5HP / 140GPM capacity but must be fully designed by the contractor.

The lift station will collect domestic sanitary as well as interior building trench drains via a gravity sewer line. The lift station power will be backed up by a generator. A distribution sanitary manhole will collect the building trench drain flows prior to the lift station, diverting heavy flows from a fire foam system event into an adjacent foam storage tank. An oil water separator shall be provided on the line connecting the trench drains to the lift station. The existing sanitary force main shall be replaced by a nominal 4” line (to be designed by the contractor) from the lift station to the existing sanitary manhole on Bagram Road. Sanitary components shown on the conceptual utility plans represent one potential solution, but all final system components must be sized and fully designed by the contractor. The sanitary system is owned and operated by Ft Drum Department of Public Works, and all design requirements will be in accordance with Ft Drum Utility Standards (Appendix V) and chapter 6 requirements.

3.4.5. Erosion and Sediment Control and Stormwater Management

Erosion and Sediment Control: The Erosion and Sediment Control plans shall be designed in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016. The project may require (but not be limited to) stabilized construction entrances, silt and super silt fencing, earth dikes, sediment basins or traps, rock outlet protection, slope stabilization, and dust control practices. The Contractor shall design and obtain the erosion and sediment control permit prior to construction.

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Stormwater Management (SWM): The Stormwater Management design shall comply with Department of Environmental Conservation (DEC) New York State Stormwater Management Design Manual. The SPDES General Permit for Stormwater Discharges from Construction Activity (GP-0-15-002) requires the project’s stormwater practices to be sized to meet the following criteria:

Water Quality Volume (WQv): Capture and treat runoff from small, frequent storm events that tend to contain higher pollutant levels. New York has defined the WQv as the volume of runoff generated from the entire 90th percentile rain event.

Runoff Reduction Volume (RRv): Infiltrate, recharge, reuse, recycle, evaporate/evapotranspirate the WQv to replicate pre-development hydrology. Minimize concentrated flow by distributing practices throughout the site before runoff reaches the collection/conveyance system.

Channel Protection Volume (Cpv): Provide 24-hour extended detention of the post-developed 1-year, 24-hour storm event remaining after runoff reduction.

Overbank Flood Control (Qp): Attenuate the post-development 10-year, 24-hour peak discharge rate to pre-development condition.

Extreme Flood Control (Qf): Attenuate the post-development 100-year, 24-hour peak discharge rate to pre-development condition.

The SWM design water quality (WQv and RRv) could potentially be handled by multiple infiltration basins distributed throughout the site to capture, treat, and infiltrate runoff since the site’s highly permeable sandy soils are conducive to infiltration. Pretreatment may include grass swales, grass filter strips, and sedimentation forebays. Overflow of the basins will be surface spillways or overflow structures, outfalling downgrade from the site. It should be noted that portions of Building 20490’s roof and the existing runway will drain to and need to be treated by this project.

Water quantity (Cpv, Qp, and Qf) will also need to be satisfied, either within the infiltration basins or through other…